APPLICATION
~
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MEMORANDUM
20 October 1986
TO:
Tom Clark, City Engineer
FROM:
Carmen S Annunziato, Planning Director
RE
Quantum Park Soil Survey
Attached please find a soil survey from Soil & Material Engineers,
Inc. Please determine the suitability of the land after reclamation
for park development purposes
(!.1:V Au'/JL. ;5; - C-?>?t/./~";' C-
CARMEN S ANNUNZIATO ~
/bks
Attachment
cc: City Manager
Charles Frederick
!lfk
C ~ttMt
~t/ &t!:;P
ENG I N E ERI NG-TESTI NG-I NSPECTION
SOIL & MATERIAL ENGINEERS INC
e06 South Military Trail Deerfield Beach, FL 33442 Phone (305) 426-2999
September 18, 1986
"
neut~ch Ireland Properties
Su ite 11 06
2455 East Sunrise Boulevard
Fu=-t Lauderdale, Florida 33304
Att~ntion
Mr George W Zimmerman
Director of Planning
Subject
Report of Subsurface Ehploration
and Geotechnical Engineering Evaluation
Boynton Beach Park of Commerce
foynton D8ach, Florida
J'-' IE ?Z:vject No 1151-86-125
,'- r
:),.11 u atLrial Engineers, Inc (SE..ME) has cowpleted a subsurface
L r .JCCition ana geotechnical engim,ering evaluation for the Boynton Beach
Park of COI>iCJerce to be constructed in Euynton Beach, Florida This study
\.as conducted in general accordance with S&ME Proposal No D-208 dated April
22, 1n6
iJe appre iate the o?portunity to be of service to Deutsch Ireland Properties
on this project Should you have any questions concerning the contents of
this report or if we may be of further assistance to you, please do not
hesitate to contact us
Very truly ,ours,
SOIL & MATERIAL ENGlhEERS, INC
wI t--U
~ ElTH J HAnDEL, E I
GLoterhnic31 Engineer
J.t.AhA-j ,~
1J?!~N'i SllS I, P E
Senior Geotechnical Engineer
PAl [I(iri GRFEt. l1 t,,,,t1i:. II [ \ II r, \ Terl f A.IETTEVllll CHARl.OTTE NC
"PAHTAN8UFIJ CI)LlH.1f. t, Cf1l\JiiE.STCn rArHlif.: bLI' H:)( ATLANTA AIBAt~Y KINGS BAY GA
11~:CITIES 1 (riL!r.JNATI (}H Oill,,(.Du TAMf"A, Df:ERFIELDBElICH FL
IJLutsch ireland Properties
r Ct;ort;e \. Zit:~uler[;'.ar.
S.:.',[ I'roject he. 1151-bo-125
1- oJ L' e - 1 \,0 -
I tHiWDlICTI ON
Project Description
Deutsch Ireland Properties is in the process of a land exchange \oIi th the
City of Boynton Beach for a 17-acre pa~cel of park property This property
is located at the northwest corner of the pLmnLd Bo~ton Beach Park of
Cor::l1erce The Boynton Beach Park of COiJ;ll~[""ce is 10c.::.ted \..est of 1-95 and
north of Boynton Beach Boulevard in bOYllton Geach, F1urida
The 17-acre parcel of proper-ty is to be utilized as a cO;;u;Junity park
incor-pora ting sporting f i el ds, such as base ball, soccer, and football wi th
lighting, irrigation, and refreshiilent facilities In addition, it is our
understanding that a portion of the site (shol-TIl as approxir.i3tely 3 8 acres
on the site plans provided by FRS & Associates) has been identified as
enviromlentally sensitive wetlands This \Jetlands portion of the site is
sc1wdulcd to ru:.ain in it's natural state
i'lJRPOSE AND SCUPE OF \JORK
The purposes of t'lis stUll) lien, to c plore the near-surfa.:e s01l condi tions
at the Ii-acre ,,-,reel ith particu]::ir e.i:iphasis or. establishing the
qduntitiLs <-:110 lJCciLvrb ,yI ikl" L -. luting the en[;ineedng ?roperties of
the:: :>oi1"" d,ld uc-\CLc,Jlllo.. Lli i ILLring recU,iUdt.:l.d3tivns to aid in the
de 'clu;J ei1t of thi:> ...:r~,--l h '-.k o,iplish theSE: l'urposes, the following
ph~ses were c~nduct_d
1 EAple.rin[ subsur[~ce conJitions with hand auger and/or muck probes to
evalu::ite the de;:ths and cht",nt of l!:ud,-
2 Perforwing vis~al .:lassification of recovered soil samples
3 Analyzing all field data to develop engineering recow~endations
Field Exploration
Soil & M3terial Engineers, Inc field ehploration was designed to define the
ge~eral soil condi tions on the p,-opcseo COi:.r:mni ty park This program
included cc.msultations ..ith the offiLe or FRS & Associates and a re\iew of
the site tOPC1b:-3[;hy hecial f'h::;tobraphs and topographic plans of the site
were used in conjunction with well defined pcoperty lines to determine field
locatiuns of h3nd auger Locings und ~ucl probes After reviewing all of the
3viJilable data for thE: site, .:l gLid s)ster.., b.:lsed on appro'dmately one
hundred foot centers, or 113nd Juger borings ~nd/or muck probes was
per[ori:ied The ::.;a:l[)les obtained durinb this study were analyzed by our
geotechnical engineers and a Hiuck contour plan waf; developed. based on field
cOilditions tlcounu,reJ during our L..ploc.:ition
SOIL,. MA TERIAL ENGINEERS, INC.
.
L~utbch lr~lalld Provcrtlc~
~- u_0~~e ~ Zirnffier~a~
""r:L Project r,o 1151-0(;-12..1
r';j e - Tnn~e -
GENERAL SITE CO'mITlONS
Site Description
The Boynton beach City Park develop~ent is to be constructed on ae
ulldeveloped parcel of land located in the Boynton Bc...ach Park. of COlllIDerce
The site topography is composed of gentle sloping terrain \.Jith elevations
ranging frorr. elevation 140 to 8 b The aVE:rage elevation of the site is
appro illiately elevation 9 0 Based on the present availDble data, the final
elevdticn of the site will be elevation 12 0 The western border of the
property is adjacent to L \~ D D Cfnal [-4 ahd has a steep e::Jbankrilent to
elevation 12 5 In addition, \.Jater \i3S found within the areas of I:"mck
graphica]ly depicted on Plate 1 These areas of ~3ter ranted in depth from
surficial saturation to 1 5 feet Ilense vegetation including pine trees,
naturai grasses, and dense unde~b~o~th 3~e found ~ver thE entire par~el of
land
Soil Stratic~aphy
The subsurface soil conditions for the Boynton Beach Park of COillderce area
~<:in be genu::ally defi:1ed as clean fine s...inds Tt-ese t/fees or sand h:l\ e
proven to be suitable for develo?s~nt with typical site pr~~arations The
rc...sults of our study indicate the propa~ed City r~rl's soils are similar in
Tl3ture La U'(: LlLove oi.;:s_ribcd sands Tne e^e~?tion to the clC:Lln sands were
three arC3S in lieh ~ucl and or[anic ffiaLerials were L countered The &reas
of r;luCK and peat are approxirilately defined b} dcpth and c)..tc.nt of coverage
on Plate 1 'li1e general composi tion of these soils fi.ay be descrH,ed as
d(,.dJ i)OS lnt cCJ;~press i b1 e s il ty sands and pea t lind~rl) i ng tnese s tra ta,
fire ~anQS were encountered to the ffi3'i ffi depth evplored
Muck Quantities
The purposes of field exploration were to define the subsurface soil
conditions As a part of this study, areas of ffiuck and peat are graphically
depicted on Plate 1 In addition, this report includes our estimation of
the quantity of rr.uck and peat encountered during our study These estimates
are based on data obtained over the. Lntire site and any i~provement of these
muck areas \-1i11 depend upon the final o2sig:1 of the proposed park Our
quantitative analysis of the muck alld peat included 3ep2rating the muck into
three gLneral areas as shown on P13 te 1 and the amount of ma terials are
approxinated as follows
Are2-
CO'-DOS it ion
C ,Inti ty (CLlJic Y3rds)
1
luck & Pea t
3,700
2
Huck & Peat
3,000
9,000
3
Huck
Total
15,700 CuLic Yards
SOIL & MATERIAL ENGINEERS,INC.
~
.
Lcutsch Ireland Propertieb
~l:-: George \.; Zim;r,erman
S&XL [roject ~o 1151-8b-125
l'dgc - Four -
Varidtions in SlIbsurfdce Conditions
The interpret3tion of [cneral soil conditions is tased on the soil and
groundwater conditions observed at the h3nd au~er borin~ locations only, and
this information has been lIsed as a basis for our analyses and
reco~mendation~ Conditions may vary at locations not investigated by our
study Should this occam:: evi dent during cons true tion, we need to be
notified as re-evaluation of rLco-,r..enG.1tions or re":"tedial action may be
l1L_L;.. ar)
;
FI NOINGS AND I\ECmlMLNOATlONS
The results of our study indicate that the site is suitable for supporting
the facilities plnnned after proper site improvement The amount of site
ir..provement will depend on the location of the facilities, the amount of
organic material encountered, usage and drainage requirements In general,
all load b<::aring structural facilities such as concession stands, support
facilities and pavement areas should be founded on clean sands free of
oq::1nic r..aterial and PC;)t f.e:ferLnCf: should be r..ade to Plate 1 for
apprm."jma te depths of organic and pea t materials encountered Unsul table
ort.;.nic I..aterials fro:.: trlese a;:eas sinuld l,e rC..!:ioved to at least 5 feet
be vond the peri I,le ter or edge of the p l:Hlned bu il dings Foundations for
0''2:<: f'leilities ii,ay be designed fur a net .cl),.i Uii LLaring pressure of 2500
psf LoL,teo and continuous luvtings ~i'oulj lJ;;:: full I:kd a l:linir.:um of 18
in~r es bLlo\.. the lOl..est Ll.)J3CLrt rr30t; No i<:. Intej footings should lie
~r."ller them two feet in the s '.:111est dir..Lnsion and no continuous footing
lc~s th3n IS inches wide
The 3i:,;JUnt of improvcr.Jent for the soils uuder the sport fields is dependent
on the quantity of muck and or['mic r:-.aterial encountered after the site is
stripped of surficial topsoil and root systems If these ~3terials are left
in place, a gradual consolidation of the field should be anticipated after
the site has been raised by 3-feet Initial settlement of the playing
fields is estir..ated to occur durin!; placerilent of the fill Some long term
gr,dual consol idation in the order of 1 to 2 inches can oe anticipated over
several years If clean sands ~re used for raising the site as previously
recJ ~cnded, drainage of the fields will te enhanced
CONSTRUCTION CONSIDERATIONS
Si~~~~!!.arat~on
The first step in the site preparation should be the corr.plete removal of the
surticial topsoil, the black silty fine sand, and all peat material beneath
~~veffient and sport fields building areas After the site has been properly
SOIL & MATERIAL ENGINEERS,INC.
~
.
I)Lutscb Ireland Pro!-'ertics
1 r G(..(;rg~ h Zirr'~lerri.an
J~1E ~roj~ct ~0 1151-8L-125
l'3gt.: - fiVE: -
cleared and stripped, it should be il spected by a geotechnial engineer and
all ~reas to support structures 0= pa\~mLnts should be proofrolled at that
time Proofrolling should be accor.iplished with at least 5 overlapping
p3sses of a vibratory roller ir:.lJacting a d:>namic force of at least 20 tons
The purpose of proofrolling ~ill be to detect any areas of soft or yielding
soils, as \..'ell as to density the surficial soils During proofrolling,
drainage ditcnes lUay be required to pro :ote drainage and allow for proper
co~~action in lieu of a high W3tcr table The [€otcchnical engineer, based
on observa tions made during the prout roll in~ process, can recolnmeud the
extent of any additional or relj,edial activities The proofrolling process
should density the soils to a depth of at least 1 foot below exposed
suLgrade to at least 95 percent of the Illaximum modified Proctor density
(ASTM D-1557) Field density tests should be performed to verify the degree
of co'~?ac ti on
Fill Plnccmcnt
Once an acceptable suL[rade las tL~n ~chieved and approved by the
eeotechnical Lngir,eer, ,.my addi tiolla1 fill requi red to achieve the final
6rade can be rlaced An 1ill ~hiJuld Ie clean sand containing less than 10
percent passing the ~o 200 sie\e This ~aterial should be placed in loose
lifts not excceding 12 irC1CS in thici--.i1LSS and coq_aclea to a minimum of 95
percent of th(: ::oil' S CJuificd rrc,Ltur I..";" ililum dry densit:> as deterj;;ined by
ASTM [J-1557 In-place density lLsts shollld be pcdor cd by an engineering
teclmician working under the dir<.:ct SllpeI:\ ision of a registered geotechnical
cnsillcer to vcrify th3t the di.:'-Orce 01 CLm action has Leer. achieved
SOIL & MATERIAL ENGINEERS,/NC.
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IN REPl. Y REFE.R to.
(;ontrol NO
50-90070-S
Sout~- Florida
Water Management District v 04-(
Post Office Box V 3301 Gun Club Road .J ':jy(
West Palm Beach, Florida 33402 r y
Telephone (305) 686-8800 . \
~, ~V
o tt Gif
~/YOC
John R. Wodraska. ExecullVc DirpClOr
Till rd C Creel, Deputy Executive Director
-
October 13, 1986
Boynton Park of Commerce, Inc
2455 E Sunrise Blvd, Suite 1106
Ft lauderdale, Fl 33304
Dear Sir.
Subject Application No 03286-C, Boynton Beach Park of Commerce
Palm Beach Cr , Sec 16, 17, 20, 21, Twp 45S, Rge 43E
At its October 8, 1986 meeting, the Governing Board of this District gave
Conceptual Approval to your surface water management plan, subject to the
attached 12 limiting and 21 special conditions
The conceptual approval does not constitute a construction permit It is based
upon the information provided by the applicant and may be subject to suspension,
revocation or modification in accordance with Rule 40E-4 341 (FAC) if it is
later determined that said information is erroneous or false All future
applications for construction submitted pursuant to this conceptual approval
will be reviewed pursuant to the provisions of Rule 40E-4 301(3) (FAC)
If the applicant has not filed an application for construction of the first
phase of the project pursuant to this conceptual approval within two (2) years
of the approval date, the approval granted herein shall be considered to be void
and of no effect, unless extended by the Director of the Resource Control
Department
As construction plans are developed for additional Phases they must be submitted
to this District, and no additional construction may begin until written
approval has been granted by this District
William E. Sadowski
Chairman Miami
John F Flanigan
Vice Chairman North Palm Beach
Stanley WHole
Naples
J. Neil Gallagher
SI. Cloud
Nathaniel P Reed Kathleen Shea Abrams Timer E. Powers
Hobe Sound Miami Shores Indiantown
Nancy H. Roen
Plantation
Oscar M. Corbin. Jr
Ft. Myers
South Florida Water Management District
October 13, 1986
Page 2
If you have any Questions concerning this matter, please feel free to call
Sincerely,
p~
Richard A Rogers, P E ) Director
Resource Control Department
DRjvlk
cc: DER
Mr Nathaniel P Reed
Mr John F Flanigan
Rossi and Malavasi
Palm Beach County Engineer
&tty_ of Boynton Beach Engineer J
lake Worth Drainage District
SPECIAL CONDITIONS
1 MINIMUM BUILDING FLOOR ELEVATION 14 5 FEET NGVD FOR BASIN # 1
22 0 FEET NGVD FOR BASIN # 2.
14 5 FEET NGVD FOR BASIN # 3
2 MINIMUM ROAD CROWN ELEVATION 12 0 FEET NGVD FOR BASIN # 1
18 6 FEET NGVDFOR BASIN # 2
12 0 FEET NGVD FOR BASIN # 3
3 DISCHARGE FACILITIES
BASIN # 1 2-6 FOOT WIDE WEIRS WITH CRESTS AT ELEVATION
11 0 FEET NGVD AND 2-139 DEGREE INVERTED
TRIANGULAR BLEEDERS WITH INVERTS AT ELEVATION
8 0 FEET NGVD, EACH DISCHARGING THROUGH 100 LF
OF 48" DIAMETER CMP
BASIN # 2 1-3 FOOT WIDE WEIR WITH A CREST AT ELEVATION
19 3 FEET NGVD WITH A 20 DEGREE INVERTED
TRIANGULAR BLEEDER WITH AN INVERT AT ELEVATION
14 0 FEET NGVD
BASIN # 3 PREVIOUSLY PERMITTED EXISTING STRUCTURE
RECEIVING WATER. C-16 CANAL VIA LWDD'S E-4
CONTROL ELEVATION 8.0 FEET NGVD FOR BASINS 1 AND 3
140 FEET NGVD FOR BASIN 2
4 MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION
AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
S. THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY WATER QUALITY
PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR OPERATION OF THE SURFACE WATER
MANAGEMENT SYSTEM
7 THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT WATER QUALITY TREATMENT
METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH MEASURES ARE SHOWN
TO BE NECESSARY
8 OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE RESPONSIBILITY
OF BOYNTON BEACH PARK OF COMMERCE PROPERTY OWNER'S ASSOCIATION
9. THE PERMITTEE SHALL PROVIDE TO THIS DISTRICT DOCUMENTATION OF LAKE WORTH
DRAINAGE DISTRICT APPROVAL PRIOR TO THE COMMENCEMENT OF CONSTRUCTION
10 LAKE SIDE SLOPES SHALL BE 4 1 (HORIZONTAL VERTICAL) TO A DEPTH OF TWO FEET
BELOW THE CONTROL ELEVATION SIDE SLOPES SHALL BE NURTURED OR PLANTED FROM
2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE GROWTH
11 PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION, DEWATERING,
PUBLIC WATER SUPPLY, ETC ), IT WILL BE NECESSARY TO APPLY FOR A WATER USE
PERMIT THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS IS REQUIRED
FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION THE PERMITTEE IS
CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT PERMIT SHALL NOT
BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE AVAILABLE
12 PERIMETER SITE GRADING SHALL BE AT OR ABOVE ELEVATION 14 0 FEET NGVD FOR
BASIN # 1 PERIMETER SITE GRADING SHALL BE AT OR ABOVE ELEVATION 21 4 FEET
NGVD FOR BASIN # 2
13. PRIOR TO COMMENCMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT A COPY OF
FDER DREDGE AND FILL PERMIT APPROVAL
14. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT
DOCUMENTATION WHICH PROVIDES THE PRuPERTY OWNERS' ASSOCIATION WITH LEGAL
ACCESS TO THE WATER MANAGEMENT AREAS SUCH ACCESS DEDICATION SHALL BE
RECORDED IN THE OFFICIAL RECORDS OF THE COUNTY PROOF OF RECORDATION MUST
BE SUBMITTED TO DISTRICT STAFF
15 PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT A DRAFT
COpy OF THE HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLAN FOR DISTRICT
STAFF REVIEW AND APPROVAL
16 PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE PERMITTEE SHALL SUBMIT FDER
APPROVAL OF THE HAZARDOUS MATERIALS CONTAMINATION RESPONSE PLAN
17 THE PERMITTEE SHALL FILE DEED RESTRICTIONS IN THE OFFICIAL RECORDS OF THE
COUNTY, REQUIRING THAT INDIVIDUAL DRAINGE FACILITIES DEVELOPED BY OWNERS OF
LOTS, WITHIN THE AREA COVERED BY THIS PERMIT, SHALL CONFORM TO THE MASTER
DRAINAGE PLAN APPROVED HEREIN AND MUST BE APPROVED BY THE SOUTH FLORIDA
WATER MANAGEMENT DISTRICT PROOF OF RECORDATION MUST BE SUBMITTED TO
DISTRICT STAFF PRIOR TO CONSTRUCTION
18 INDIVIDUAL TRACTS SHALL PROVIDE A 1/2 II OF DRY PRETREATMENT PRIOR TO
DISCHARGING INTO THE MASTER SYSTEM IN ORDER TO SATISFY CONDITION NO. 12 OF
THE FINAL DEVELOPMENT ORDER
19 THE IMPERVIOUS COVERAGE FOR THE LOTS WITHIN THIS PROJECT SHALL BE 75
PERCENT IF ANY LOTS EXCEED THIS PERCENTAGE, ADDITIONAL WATER QUALITY
TREATMENT WILL BE REQUIRED
.,
20 WATER QUALITY SAMPLES SHALL BE TAKEN AT THE DISCHARGE LOCATIONS OF THE WATER
MANAGEMENT SYSTEM DURING PERIODS OF DISCHARGE FLOW-SHALL BE MEASURED AT
THE TIME OF SAMPLE COLLECTION AND THE SURFACE ELEVATION OF THE WATER BODY
SHALL BE PROVIDED A LABORATORY CERTIFIED BY THE STATE OF FLORIDA SHALL tiE
RESPONSIBLE FOR ALL WATER QUALITY SAMPLING AND ANALYSES REPORTS SHALL BE
SUBMITTED TO THIS DISTRICT ON A SEMI-ANNUAL BASIS INITIAL SAMPLING RESULTS
SHALL BE REPORTED TO THE DISTRICT NO LATER THAN SIX MONTHS FOLLOWING THE
ISSUANCE OF THIS PERMIT MONITORING REQUIREMENTS WILL BE EVALUATED BY THIS
DISTRICT FOLLOWING TWO YEARS OF DATA COLLECTION
TOTAL ORGANIC CARBON, DISSOLVED OXYGEN, pH,
TURBIDITY, SPECIFIC CONDUCTANCE, CHEMICAL OXYGEN
DEMAND AND ALKALINITY
TRICHLOROETHYLENE, TETRACHLOROETHYLENE, CARBON
TETRACHLORIDE, VINYL CHLORIDE,
1, 1, I-TRICHLOROETHANE, 1,2-DICHLOROETHANE,
BENZENE, ETHYLENE DIBROMIDE
CLASS III ALUMINIUM, ANTIMONY, BERYLLIUM,
CADMIUM, COPPER, CYANIDE, IRON, LEAD,
MERCURY, NICKEL, SELENIUM, SILVER
AND ZINC
21 PRIOR TO THE COMMENCEMENT OF CONSTRUCTION OF FUTURE PHASES, PAVING GRADING,
AND DRAINAGE PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR REVIEW AND
APPROVAL
MONITORING
TYPE AND
SCHEDULE
1 GENERAL
(BI-MONTHLY
2 ORGANICS
(SEMI-ANNUAL)
3 METALS
(SEMI-ANNUAL)
PARAMETERS
LIMITING CONDITIONS
,. THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO MINIMIZE ANY ADVERSE
IMPACT OF THE WORKS ON FISH. WILDLIFE. NATURAL ENVIRONMENTAL VALUES. AND WATER QUALITY THE
PERMITTEE SHALL INSTITUTE NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD. INCLUDING FULL
COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES. TO REDUCE EROSION.
TURBIDITY NUTRIENT LOADING AND SEDIMENTATION IN THE RECEIVING WATERS.
2. WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY OR INTO SURFACE
WATERS OF THE STA TE SHALL BE SUBMITTED TO THE DISTRICT AS REQUIRED. PARAMETERS TO BE MONITORED
MAY INCLUDE THOSE LISTED IN CHAPTER 17-3. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL
PROVIDE DATA AS REQUIRED. ON VOLUMES OF WATER DISCHARGED. INCLUDING TOTAL VOLUME DISCHARGED
DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM THE PROPERTY OR INTO SURFACE
WATERS OF THE STATE.
3. THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION REGULATIONS AND OTHER LOCAL
REQUIREMENTS. IN ADDITION THE PERMITTEE SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND
SPECIAL DISTRICT AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF WORKS
AUTHORIZED BY THIS PERMIT
4. THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A FLORIDA REGISTERED
PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH
THE DESIGN APPROVED BY THE DISTRICT WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE
SURFACE WATER MANAGEMENT SYSTEM. THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND NOTIFY THE
DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND APPROVAL. UPON APPROVAL OF THE
COMPLETED SURFACE WATER MANAGEMENT SYSTEM. THE PERMITTEE SHALL REQUEST TRANSFER OF THE
PERMIT TO THE RESPONSIBLE ENTITY APPROVED BY THE DISTRICT
5. ALL ROADS SHALL BE SET AT OR ABOVE ELEVA nONS REQUIRED BY THE APPLICABLE LOCAL GOVERNMENT FLOOD
CRITERIA.
8. ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO. THE APPLICABLE LOCAL
GOVERNMENT
7 OFF-SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY THROUGH THE
FACILITIES AUTHORIZED BY THIS PERMIT NO ROADWAY OR BUILDING CONSTRUCTION SHALL COMMENCE
ON-SITE UNTIL COMPLETION OF THE PERMITTED DISCHARGESTRUCTUREAND DETENTION AREAS. WATER
DISCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR
REGULATING UPSTREAM WATER STAGES. STAGES MAYBE SUBJECT TO OPERATING SCHEDULES SATISFACTORY
TO THE DISTRICT
8. NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE ENTITY ACCEPTABLE TO THE
DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO OPERATE AND MAINTAIN THE SYSTEM. THE ENTITY MUST
BE PROVIDED WITH SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT
FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN EVIDENCE OF THE SATISFACTION OF THIS
CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZATION TO COMMENCE CONSTRUCTION.
9. THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY RIGHTS OR PRIVILEGES
OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER 4OE-4, FAC.
10. THE PERMITTEE SHALL HOLD AND SAVE THE DISTRICT HARMLESS FROM ANY AND ALL DAMAGES. CLAIMS, OR
LIABILITIES WHICH MAY ARISE BY REASON OF THE CONSTRUCTION, OPERATION. MAINTENANCE OR USE OF ANY
FACILITY AUTHORIZED BY THE PERMIT
11. THIS PERMIT IS ISSIJED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH REASONABLY
DEMONSTRATES THAT ADVERSE OFF-SITE WATER RESOURCE RELATED IMPACTS WILL NOT BE CAUSED BY THE
COMPLETED PERMIT ACTIVITY IT IS ALSO THE RESPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE
OFF-SITE WATER RESOURCE RELATED IMPACTS 00 NOT OCCUR DURING CONSTRUCTION.
12. PRIOR TO DEWATERIt.:G. PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR APPROVAL INFORMATION SHALL
INCLUDE AS A MINIMUM: PUMP SIZES. LOCATIONS AND HOURS OF OPERATION FOR EACH PUMP IF OFF-SITE
DISCHARGE IS PROPOSED. OR OFF-SITE ADVERSE IMPACTS ARE EVIDENT AN INDIVIDUAL WATER USE PERMIT MAY
BE REQUIRED THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY BE REQUIRED FOR CONSIDERATION
OF THE WATER USE PERMIT APPLICATION.
_. r .. --_.~ ~~J
,. -
.....
QUANTUM
PARK
~f~-
01000
PLhi
j ....J i.li...i.)f.
.--
-
September 22, 1986
Mr Michael Busha, Regional Planner
Treasure Coast Regional Planning Council
620 South Dixie Highway
Stuart, Florida 33495
Re Sand Pine Scrub Alternate Areas
Dear Mike
In accordance with your concerns, we have again evaluated the
Quantum Site to establish the alternate sand pine scrub areas
illustrated on the attached Exhibit A These alternate areas are to
provide an extra level of assurance that the sand pine scrub
maintained on the site will definitely amount to 40 acres. Since
there is some question in your mind as to the viability of scrub
being created by the so called "sand scrub fingers", we have
identified these additional scrub areas that will be maintained in
other areas of the site until such time as the scrub fingers become
viable
At such time that we submit to Treasure Coast an ongoing management
report that identifies, in concrete terms, the viability of the sand
pine scrub fingers, we will maintain these additional areas in their
natural or rehabilitated state as shown on Exhibit A Upon
completion and acceptance of such report by the City of Boynton
Beach, these areas would be released for final planting. Following
is a listing of the areas in the order in which they would be
released
AREA #1 - is a 20' strip of land contained within parcel #55 which
will be utilized as part of the green space requirement of that
parcel It amounts to one half acre in area
AREA #2 is the roadway right-of-way areas of Quantum Boulevard north
of Northwest 22nd Avenue These areas amount to 1 1 acres
Although a greater area exists, minimal disturbance during
construction leads us to believe only the 1 1 acres will be left
viable upon completion of the roadway
AREA #3 is the roadway right-of-way for High Ridge Road north of
Northwest 22nd Avenue Again, the same situation occurs here as the
right-of-way on Quantum Boulevard Resulting scrub area is 58
acres.
2455 EAST SUNRISE BOULEVARD . SUITE 1106 . FORT LAUDERDALE. FLORIDA 33304
BROWARD (305) 564-5114 . PALM BEACH (305) 734-3555
Mr Michael Busha, Continued
September 22, 1986
Page 2
AREA #4 is the right-of-way area on the south loop of High Ridge
Road adjacent to parcel #55 These areas will be maintained in
scrub in the amount of 42 acres.
AREA #5 is an area beyond the perimeter fence of the FP &L
substation that will be constructed on parcel SIB It amounts to
1 03 acres of sand pine scrub
AREA #6 is a land area that will surround the lake being developed
on this water management parcel It amounts to 1 17 acres
AREA #7 is the area adjacent to a lake in the southwest corner of
the project Sand pine scrub amounts to 32 acres
AREA #8 is an area adjacent to the lake and wetland and across the
street from the sand pine preserve Scrub is 69 acres in area
AREA #9 is an area adjacent to the lake on the north side of
Northwest 22nd Avenue that has a sand pine area of 56 acres
AREA #10 is the lake area in the center of development parcels, on
the north edge of parcel #55. It has a sand pine area of 76 acres
In total, the sand pine area illustrated on Exhibit A is 7 1 acres
If this plan meets with your approval as a final resolution of the
Ecological Report and the Sand Pine Preserve's Management Plan,
please provide us with your approval accordingly
Thank you for your consideration on this matter
GWZ aem
Enclosure
CC Mr Edward B Deutsch
Mr Thomas P. Misuraca
Mr Carmen Annunziato~
David S Pressly, Esq
Mr Donald Richardson
{t.. QUANTUM
L_ PARK
..~~~
~----------....._--~-------.
Memo
RT':'CT'...."I'"~..,..' """'1'""'\
~ i;~....( -.
..i~ .j
TO
MR RAFAEL SALADRIGAS
AUG ;- :: YTr-
FROM
MR GEORGE W ZIMMERMAN
PLnl ~.. ~-' '-
RE
QUANTUM PARK UTILITY EASEMENTS
AUGUST 15, 1986
DATE
Attached hereto is a final layout of the utility easements agreed
to by Florida Power and Light and Southern Bell Also indicated
on the drawing (UT-l) is a detail of the underground utility
trench and the relative areas of use by Southern Bell, Florida
Power and Light and Quantum Communication System
Please make sure that the final plats include the utility
easements as shown hereon Note that those easements indicated
for underground use only, must carry that limitation on the plat
documents
I'm distributing this document to all others interested for their
use
GWZ aem
Attachment
CC: Mr Carmen Annunziato~
Mr Ric Rossi
Mr Richard Zirr~erm&n
Mr Jim Staddleman
Mr Roy Barden
Mr Bob Gill
Mr Ken DiDonato
Mr Charlie Worsham
Mr Mike Spahn
Mr Ronald J Pronyk
\ \
~
MEMORANDUM
8 August 1986
TO
Chairman and Members
Planning and Zoning Board
FROM
Carmen S Annunziato, Planning Director
Boynton Beach Park of Commerce -
Master Plan Amendment No 2
RE
INTRODUCTION
George Zimmerman, Director of Planning, Deutsch-Ireland
Properties, has requested amendments to the Development Order,
Ordinance No 84-51 as amended by Ordinance No 86-11, as follows
1. Section #3 The amendment application procedure and
subsequent proceedings have been duly conducted pursuant to
the provisions of Florida Statutes, Chapter 380.
2 Section #4, Subsection (1), Paragraph (c) shall be added
as follows (c) Boynton Beach Park of Commerce ADA, Amended
Master Site Development Plan submitted July 7, 1986
3 References throughout the Development Order shall be
revised to conform to the Amended Master Site Development
Plan, as approved. Such revisions shall be made in the
interest of consistency and clarity
These requested amendments are submitted in connection with a
request that the City Council make a determination that the
amendments are not substantial in nature and that the proposed
changes do not require further Development of Regional Impact
review The Council must conduct a public hearing on this matter
prior to making a determination
PROCEDURE
Procedurally, the amendment request to the approved development
order is governed by Section 7 of Appendix A - Zoning, of the Code
of Ordinances which establishes Planned Industrial Development
Districts and by Chapter 380 06(19), Florida Statutes for a
determination of a substantial deviation
As previously reported, the City Council must conduct a public
hearing at which a determination of whether or not the proposed
change requires further development of regional impact review If
1
no further review is required, the City Council shall issue an
amended development order which in this instance requires the
passage of an ordinance which amends the original development
order If a determination is made that the proposed change
requires further development of regional impact review, the review
shall be conducted only on those aspects of the development order
required to be changed The above-mentioned public hearing shall
receive a fifteen (15) days public notice following the passage of
thirty (30) days but not more than forty-five (45) days after
receipt of the amendment materials It is anticipated that the
City Council will conduct its hearing on september 4, 1986
This amendment procedure will require a one-time change to our
development regulations For non-development of regional impact
planned industrial developments, the City Council must make a
finding related to the degree of change, that is, whether or not
it is substantial, and then, the Planning and zoning Board
approves, approves with modifications, or denies the request In
this instance, the City Council must approve any change
Therefore, the Planning and Zoning Board must act in an advisory
capacity to the Council, as the State statutes prevail over City
ordinances
LAND USE
The master site development plan submitted by Deutsch-Ireland
Properties reflects the construction of a four-laned divided
highway south of and intersecting with NW 22nd Avenue This new
roadway which is buffered from NW 22nd Avenue by two lakes acts as
a frontage road for the commercial properties consistent with the
comments made by the Planning Department in connection with the
first master plan amendment. Also proposed is the recombination
of several industrial tracts into one, fifty-five acre tract
served by a railroad spur The mix in acres of land use as
currently approved and as proposed is as follows
APPROVED PROPOSED INCREASE/DECREASE
Commercial 27 0 26 3 (2.6)%
Office 133 1 133 7 01
Club 3 4 3 4 NC
Industrial 196.7 199 3 lr 1 3
Lakes, Wetlands,
Open Spaces 104.9 100 2 ( 4 5)
Roads 33.9 37 0 9 1
Sand Pine
Preserve 40.0 40.0 NC
TOTAL 539 9 539 9
2
The increase in roads (3 1 acres) results primarily from the
creation of the frontage road which was responsive to a Staff
recommendation
TECHNICAL REVIEW BOARD COMMENTS
The Technical Review Board met on August 5, 1986 to review in
final form, the plans and documents submitted. Also present at
the meeting was the applicant, George Zimmerman At this meeting
it was agreed upon that the applicant should respond to a set of
questions which address the Park of Commerce concept and the
specifics of the Application for Development Approval. These
questions reflect the creation of a fifty-five acre tract of land
for an automated distribution facility as opposed to smaller lot
development of a similar nature. These questions are as follows
1 Does the impact of setting aside a large tract of land
for the purpose of developing an automated distribution
facility result in a change in concept for the Boynton Beach
Park of Commerce?
2 Does the impact of setting aside a large tract of land
for the purpose of developing an automated distribution
facility result in a conflict with the number and type of
jobs projected in the Application for Development Approval
(ADA)?
3 Does the impact of setting aside a large tract of land
for the purpose of developing an automated distribution
facility result in a conflict with the payroll levels
projected in the ADA?
\ 4 Does the impact of setting aside a large tract of land
-for the purpose of developing an automated distribution
facility result in a change in the ability of the Park to
develop in a quality manner?
5 What impact will the development of an automated
distribution facility on a large lot have on the lots in
close proximity to the facility, especially the lots which
back onto the Boynton Canal and Laurel Hills?
6 Will the development of this facility in the Park result
in attracting similar facility?
7. Concerning truck traffic, what impact will the development
of a large lot, automated distribution facility have on
roads, intersections and the direction of flow with or
without an interchange at NW 22nd Avenue, and is this impact
any different from what was projected in the ADA?
In addition, the Technical Review Board recommends that the
applicant construct a cul-de-sac at the south end of High Ridge
Road and submit water distribution calculations for fire flow
purposes
3
SITE PLAN ISSUES
The purpose of including this section is to discuss issues related
to site plan approval as opposed to the requested master plan
amendment
Master Plans are concerned with land uses in general, conflict
with land uses at the periphery and ability to serve, whereas,
site plans are concerned with the specific impact of placing a
proposed use and structure on a specific site With respect to
this request, comments related to the fifty-five acre site such as
detailed site design, noise, hours of operation, buffers,
landscaping, etc , are really site plan questions and not master
plan issues and they should be addressed at the time of site plan
approval. This distinction is important as the applicant is
desirous of achieving this master plan amendment regardless of any
publicity related to a particular land user
RECOMMENDATION
It is the consensus of the Technical Review Board that the
Planning and Zoning Board and the City Council should make a
finding of no substantial change with respect to the requested
changes to the Development Order as the changes requested comply
with prior staff comments and reflect uses of land previously
contemplated
~~-;~UNZI~-Z
jbks
cc
City Manager
Technical Review Board
Central File
4
~~ ;, ;J~'-
F
DEUTSCH IRELAND
PROPERTIES
REPLY TO f"OqT LAUDERDALE OF"f"ICE
--.-.------- -
July 17, 1986
Mr Carmen Annunziato, City Planner
City of Boynton Beach
120 N E 2nd Avenue
POBox 310
Boynton Beach, Florida 33435
Re Master Site Development Plan
Quantum Park at Boynton Beach PID
Dear Carmen
In accordance with our telephone conversation earlier this week,
please accept this letter as notification that the submission made
to you last week requesting approval of the Master Site Development
Plan for Quantum Park at Boynton Beach should be considered our
application for approval of the revised development order in
accordance with Subsection 380.06 (19), Fla Stats
Furthermore, we are submitting a copy of this letter to Mr Jim
Farr at the Department of Community Affairs in Tallahassee and to
Christine Beditz at the Treasure Coast Regional Planning Council
Specific language for the Development Order revisions will be
forthcoming from our attorney, Moyle, Flanigan, Katz, Fitzgerald &
Sheehan for your review prior to public hearing
GZ aem
yours,
~
CC Mr. Jim Farr
Ms Christine Beditz
SUITE 1106-INTERNATIONAL BUILDING-2455 E. SUNRISE BOULEVARD-FORT LAUDERDALE, FLORIDA 33304. (305) 564-5114
THE BUILDING. 1125 NORTHEAST 125 STREET NORTH MIAMI, FLORIDA 33161 . (305) 891-6806
AFFILIATES: 0/1 REALTY & MANAGEMENT CORP MITA CONSTRUCTION CORP
.~....~
,
FLORIDA GAME AND FRESH \V A TER FISH
~~
C01{1HSSION
"-
WILLIAM G BOSTICK, JR.
Chairman. Wint~r Hav~n
MRS. GILBERT W HUMPHREY THOMAS L. HIRES, SR. C. TOM RAINEY D.V.M, J H. BAROCO
Vic~-Chairman. MicC05Uk~~ Lak~ Wales Miami romawla
,
FARRIS BRYANT BUILDING
620 South M~rldian Stt~t
Tallahassee. Florida 32301
(904) 488-1960
..."
ROBERT M. BRANTLY Executive Director
F.G. BANKS, Assistant Ex~utiv~ Dir~tor
July 9, 1986
Dr I Jack Stout
324 Palmetto Street
Oveido, FL 32816
Dr Stout
Pursuant to your 30 June application, and in accordance with
Rules 39-25 02 and 39-27 02 of the Wildlife Code of the State of Florida
(Title 39, F A C ), this authorizes you to live-capture, relocate and release
gopher tortoises (Gopherus polyphemus) in Florida, subject to the following
provisions
1 Gopher tortoises may be live-captured by non-harmful means, relocated
and released in Boynton Beach Park of Commerce in Boynton Beach, Palm
Beach County Any gopher tortoise burrow commensals encountered in
the capture operation may likewise be live-captured, relocated and
released
2 Issuance of this permit is predicated on the information, conditions
and assurances provided in your 30 June application and the various
materials and correspondence attached thereto, copies of which are
attached hereto and incorporated by reference Unless otherwise
stipulated herein those conditions and assurances are to be adhered
to
3 This permit does not authorize access to any public or private
properties In instances where written or verbal permission for
access is required such permission must be secured from the
appropriate landowners or public agencies in advance of undertaking
any work on those controlled properties
4 This permit is non-transferable, but other qualified personnel
designated by you may assist in the permitted activities When any
such assistance is to be provided in the absence of your direct
supervision, those designations are to be made by letter of
authorization from you to each designee, with this office provided a
copy of such letter(s)
--- -------- ---------
I
,
r'
Dr I Jack Stout
July 9, 1986
Page 2
5 This permit must be readily available for inspection at all times
while engaging in the permitted activities Formally designated
assistants are also to be in possession of your letter of
authorization
6
Progress reports during the course
provided this office upon request
publications which result from the
their availability
of the permitted work are to be
Copies of any other reports or
work must also be provided upon
7 This permit expires 31 December 1988, but is subject to revocation
prior to that time pursuant to Chapter 120, Florida Statutes
Colonel Robert M Brantly
Executive Director
W666-4/dr
LI C 6 - 13
Attachments
cc Lt Colonel 0 Gwynn Kelley
Mr Mark Robson
Ms Joan Diemer
I
State of Flonda Game and Fresh Water Fish Commission
SCIENTIFIC COLLECTING/RESEARCH PERMIT APPLICATION
Su Re<'fTse Side (ar PermitlHuance Polic~
Applicant's signature
Affiliation Un i vers i ty
Mailing address 324 Pa 1 metto
Jack Stout
;Sl:Jc~~:;'";ri.'
n 1 Fl n
Date of application ,11l11e 30> 1986
Applicant's name I .
Last
Social Security # 233 66 9313
St,
Height 5 ft 6 in
Hair color Brown
Date of birth July
Weight 135 lb
Eye color Brown
Oviedo, Fl 32765
/ 20
/ 1939
Occupation Univpr~i ty Prnfpo:;~nr nnrf Fnv; rnnmpnt rO'lslIl tant
Telephone number Home: 305-365-7431 Rusine.ss: 305-275-?Q1Q
Do you have a federal permit for the proposed activities? no If so, please attach a copy
Did you previously have a state permit for the proposed work? no Date of issuance -/ -/-
Research/ collecting need( s) and objective( s). Append extra sheets if necessary, or attach a research proposal
or other documentation.
See attached letter
Location(s) of proposed work Boynton Beach P~rlc of Commerce (=Quantum Park). Fl
Duration of work ca 24 months
Methodology (include collecting or trapping methods, if applicable)
See attnchPd lpttpr
Species to be collected pr sqldied (if taking is involyed"..incl'}de nl!mber of specimens of each species to be
taken) Gopher tortolse tGopherus poryphemus), rlorlda mlce (Peromyscus floridanus)
and Scrub lizard (Sceloporus woodi) ---Thp nllmhpr tn hI" rpmnv€,rf i~ nnt known
All animals will be removed from the developed portions of the tract and relocated
to the S~Rd Pine Scrub Preserie.
Proposed disposition of collected or trapped specimens A 11 animals to be rel ease a 1 i ve wi thi n
the ~ond Pine Scrllb Preserve
Return to. Division of Wildlife, Florida Game and Fresh Water Fish Commission, 620 South Meridian
Street, Tallahassee, FL 32301
324 Palmetto Street
Oviedo, F1 32816
June 30, 1986
Don A Wood
Endangered Species Coordinator
Florida Game and Fresh Water Fish Commission
620 South Meridian Street
Ta 11 ahassee, F1 32301
Dear Don
1 wish to apply for a permit to relocate gopher tortoises, Florida mice, and
Floria scrub lizards within the Boynton Beach Park of Commerce This develop-
ment site is located north and south of NW 22nd Avenue, west of 1-95 and east
of Congress, within Boynton Beach The developers are Quantum Associates and
1 believe they may have changed the name of the site to Quantum Park (see
letter addressed to you, dated June 25, 1986, from T P Misuraca, V P )
The relocation of gopher tortoises within the "Park" will be in compliance
with the "Interim Gopher Tortoise Relocation Protocol I' dated June I, 1986 1
realize this protocol does not apply to the mice and lizards The relocation
of the mice and lizards is a requirement of the Treasure Coast Planning Council
t
Documentation Requirements
1 Ms Joan Diemer visited the proposed relocation site on March 12, 1986 and
offered detailed instructions on application procedures (see attached letter
from Diemer to Richardson dated March 24, 1986)
2 Additional information on permit applications for development will be
forwarded as needed and as soon as possible
3 The Quantum Park Property Owners Association has committed to permanent
- ~,>V-~--A Am'_____,
.
,.
~Ja
Wood-Page 2-June 30, 1986
on a daily basis prior to release of tortoises
Relocation Methodology
1 The relocation site will be a fenced 40 acre dedicated Sand Pine Scrub
preserve Existing tortoise burrows have been located and marked on maps
Resident tortoises will be captured with the same methods used to capture
those tortoises scheduled for relocation Resident tortoises will be marked
by scute-notching, measured, fitted with radios, and released at the point of
capture
2 Relocated tortoises will remain in the holding enclosure for at least seven
days prior to release within the fenced preserve
3 Relocated tortoises will be weighed, measured, and individually scute-notched
for future identification All relocated tortoises will be fitted with radios
Up to 48 tortoises will be radio marked in the study For example, if 30
tortoises are relocated and capable of being fitted with radios, up to 18 resident
tortoises will also be fitted with radios (as per the request of Ms Joan Diemer
in telephone conversation with Don Richardson)
Monitoring Methodology
1 Telemetered tortoises will be relocated at least once per week during the
first 12 weeks after release For the next 18 months, tortoises will be relocated
once per month
2 Approximately one year after release, the preserve will be resurveyed to
plot locations of all burrows
3 When monitoring is terminated, relocated tortoises will be recaptured,
transmitters removed, and individuals remeasured as per standard methodology
Recaptures will be accomplished by pitfall trapping
Reporting Requirements
1 Tortoise mortality which occurs during the capture, relocation and release
phases of the study will be reported to the Division of Wildlife within five days
2 Progress reports will be prepared and submitted to the Division of Wildlife
within two weeks of the end of the once-per-week monitoring phase and within
two weeks of the 12-month resurvey
3 Within 30 days of the termination of the operation, a final report will be
submitted to the Division of Wildlife
Please give me a call if you need additional information on this request (305-
365-7431 at home and 305-275-2919 at work)
3)
Ltr from Diemetoto
Richardson
Report on Tortoises
at Boynton Beach
Park of Commerce
Scientific Collecting/
Research Permit
Application
Sincerely,
~~~~~
Enclosed 1)
2)
DEUTSCH IRELAND
PROPERTIES
REPLY TO "ORT LAUDERDALE Of"f'"ICE
July 1, 1986
Mr. Peter Cheney, City Manager
City of Boynton 8each
120 N E 2nd Avenue
POBox 310
8oynton Beach, Florida 33435
Re Approval of the Proposed Master Site Development Plan
Quantum Park at Boynton Beach
(f/k/a Boynton Beach Park of Commerce)
Dear Mr Cheney
Quantum Associates hereby requests approval of the enclosed Master Site
Development Plan for Quantum Park at Boynton Beach P I D. Eight copies of
this enclosure are being submitted simultaneously to Carmen Annunziato for the
appropriate evaluation by City Staff
The proposed plan is not a "change" from the Amended Master Site Development
Plan (incorporated within the Development Order by Ordinance 86-11 passed June
3rd, 1986), under 55 380 06 (19), Fla Stats, based upon the following
1) The proposed land uses and overall development plan are
fully consistent with the ADA intent and the substantive
declarations made therein
2) The proposa 1 presents no change in impacts to the
surrounding region Nothing has changed with respect to
the way in which the development interfaces with its
neighbors at the project boundaries
3.) The quantity of developed acreage is fully consistant with
the Amended Master Site Development Plan and well below
those orginally approved in the ADA Master Plan
4) The proposal involves only the redistribution of approved
amounts of land use within the project boundaries, and the
realignment of project, local roadways and utility systems
as required to appropriately serve such repositioned land
uses
We have submitted 2 copies of this proposal to both the Florida State
Department of Community Affairs and the Treasure Coast Regional Planning
Council We request that the City in consultation with DCA and TCRPC agree
with our position that no "change" under 55 380 06 (19) Fla Stats has
occurred, and request the City to allow us to submit Preliminary Plats for
review and approval concurrent with the Master Plan review, such that approval
can occur simultaneously
SUITE 1106-INTERNATIONAL BUILDING-2455 E, SUNRISE BOULEVARD-FORT LAUDERDALE, FLORIDA 33304' (305) 564-5114
THE BUILDING' 1125 NORTHEAST 125 STREET NORTH MIAMI, FLORIDA 33161 . (305) 891-6806
AFFILIATES: 0/1 REAL TV & MANAGEMENT CORP MIT A CONSTRUCTION CORP
080886-1
0558P
SPECIFIC AMENDMENT TO DEVELOPMENT ORDER
1 That the name of the development be changed to Quantum
Park At Boynton Beach
2 That the Amended Master Si te Development Plan (" Amended
Master Site Development Plan"), attached hereto as Exhibit "B" and
made a part hereof, submitted by Applicant in its application for
Amendment to the Development Order replace and supercede the
Master Site Development Plan currently approved in the Development
Order
\'
3 That Section 4(1) be amended by adding the following
subparagraph (d)
(d) Quantum Park At Boynton Beach ADA Amended
Master Si te Development Plan submi tted July 9,
1986
4 That references throughout the Development Order be
revised to conform to the Amended Master Site Development Plan
5
That
references throughout the Development Order be
revised, where applicable, to conform to the Memorandum from
R Thomas Powers (Goodkin Research Corporation) to Ed Deutsch
under date of July 3, 1986, a copy of which is attached hereto as
Exhibit
"C",
and
the
Traffic Analysis Update prepared by
Kimley-Horn and Associates, Inc
under date of July 3, 1986, a
copy of which is attached hereto as Exhibit "D"
-...~
J..
LAW ENVIRONMENTAL SERVICES
Oll/ISION OF lAW ENGINEERING TESTING C~,MPANY
2749 DELK ROAD S E
MARIETTA. GEORGIA 30067
(404) 952-9005
February 18, 1986
Mr. Thomrnas P. Misuraca
Deutsch-Ireland Properties
Suite 1106, International Building
2455 E. Sunri se Boul evard
Fort LaUderdale, Florida 33304
Dear Mr. Misuraca
Please find enclosed Revised Copy of Guidelines for the
Preparation of Tenant Hazardous Materials Response Plans.
If you have any questions, please do not hesitate to call.
Very truly yours,
LAW ENVIRONMENTAL SERVICES
~ov "
Neil D. Willi~.E.
Gl1eCh:a~~ier
l/, <- i f/ -" -c-'"---.
J/ames L. Studer, P. E.
vSenior Geotechnical Engineer
Registered Florida 26878
NIlY JLS/l sm
Enel OBur e
.
GUIDELINES FOR THE PREPARATION
OF TENANT HAZ ARDOOS MATERIALS
RESPONSE PLANS
BOYNTON BEAL'B PARK OF COMMERCE
Prepared by
Lm ENVIRONNENTAL SERVICES
Marietta, Georgia
Prepared for
DEUTSCH- IRELAND PROPERTIES
Ft. Lauderdale, Florida
V er si on 2 0
February 13, 1986
GUIDELINES FOR THE PREPARATION OF
TENANT HAZ ARDOUS MATERIALS RESPONSE PLANS
BOYNTON BEACH PARK OF COMMERCE
1. INTRODUCTION
The Boynton Beach Park of Commerce is a 539.9 acre develop-
ment between Ft. Lauderdale and West Palm Beach, Florida. The
park is situated north and south of 22nd Avenue in Boynton Beach,
Florida adjacent to Interstate 95 (see Figure 1). The park is
bounded on the east by 1-95 and the Seaboard Coastl ine Rail road,
on the south by Canal C-16, on the west by Canal E-4 and on the
north by farmland and other undev eloped property. It is antici-
pated that the primary uses of the development will be 30.4 acres
commercial, 133.1 acres office, 197 6 acres light industrial, and
the remainder to incl ude a Sea Pi ne Reserv e, Ci ty Par k, and state
ri ghts-of-way.
For the purposes of this aocument, the owners shall be
considered the manager of the Park of Commerce. Tenants shall
incl ude all those per sonnel or compani es whi ch purchase or 1 ease
land or conunercial space at the Park.
Prior to occupancy, each tenant that uses, handles, stores
or displays hazardous materials or generates hazardous waste as
defined in 40 CFR Part 261 (7-1-85), shall meet the requirements
of condition 16 of Ordinance No. 84-51 of the .Ordinance of the
City of Boynton Beach, Florida, approving a comprehensive
development of regional impact (DRI) for a proposed industrial
office park comprising of approximately 539 acres located in the
city of Boynton Beach, Florida pursuant to chapter 380, Florida
Statues 1984, subject to special conditions, designating the city
1
manager of Boynton Beach as the local official responsible for
assuring compliance with the development order.-
The regulated substances described in 40 CFR Part 261 shall
also include all waste materials which exceed the limits for
ignitability, corrosivity, reactivity or EP toxicity as outlined
in 40 CFR Part 261.20, 21, 22, 23 and 24. In additiun, the
following materials and uses shall be prohibited:
1. Dioxin and Dioxin containing materials
2. Materials or substances containing PCB's
3. Semi conductor manufacturing facilities
4. Wafer/chip manufacturing facilities
5. Underground Storage Tanks
6. Surface Impoundments
7. Landfilling or Burial of Waste Materials.
This document provides guidance for the preparation of
Tenant Hazardous Materials Response Plans as required by state
Ordinance No. 84-51. The application for a hazardous waste
facility permit must be completed by all persons who own or
operate, or who intend to construct or close a hazardous treat-
ment, storage or disposal facility as identified in Section 17-
30, Florida administrative code (FAC), unless exempted in accor-
dance with Section 17-30.27, FAC. No regulated material shall be
used, stored, handled or manufactured for any purpose within 60
days of the date that the Tenant Hazardous Materials Response
Plan and the necessary permits have been filed with and approved
by the appropriate regulatory agencies.
This document does not relieve the tenants of the normal
2
reporting, manifesting and regulatory procedures required by
Federal, state or local agencies in the handling, storag~, inven-
tory and reporting procedures for hazardous wastes. Application
for a hazardous waste facility permit, per form 17-1.207(3), must
be completed in accordance wi th the requirements of section 17-30
of the FAC. This document provides an overview to assist tenants
in identifying potential problem areas that might be encountered
in early planning stages and provides the methodology for
reporting of hazardous material leaks or spills, assessment pro-
grams and demonstration of financial responsibility. This
document does not attempt to address all the details outlined in
the Federal Register for hazardous waste storage, treatment and
disposal facili ties.
This document briefly reviews the following items as
required by Ordinance 84-51.
Guidelines for the storage of chemicals and hazardous
ma terial s.
Guidelines and requirements for reporting of accidental
releases of hazardous materials.
Emergency response team co-ordination with the local
hazardous material control unit.
Specifications, guidelines and requirements for emer-
gency ground-water monitoring in the event of an acci-
dental release of hazardous waste.
Guidelines for the design of surface water management
and spill containment structures and facilities.
Guidelines for the demonstration of financial responsi-
bil i ty.
3
2. GUIDELINES FOR THE STORAGE OF CHEMICALS AND HAZARDOUS
MATERIALS
The guidelines for the storage of chemicals or hazardous
materials identified in this section are in addition to the
requirements specified in the Florida Administrative Code, the
Code of Federal Regulations, and appropriate National Fire
Associations Standards. It is the responsibil ity of the Tenant
to desi gn and construct cherni cal st orage facili ties whi ch meet or
exceed the requirements specified by applicable agencies or
groups. No regulated chemicals or hazardous substances shall be
stored, used or manufactured at the Tenant's facility within 60
days of the date that authorization has been granted by the
appropriate regulatory agencies.
The chemical or hazardous material areas shall be isolated
from pedestrian or vehicular traffic. Signs shall be posted to
identify all chemicals or hazardous materials stored at the
facility.
In addition, "Danger-Keep Out" and "Unauthorized
Persons - Keep Out" signs shall be conspicuously posted.
The chemi calor haz ar do us ma t er ial st orage ar eas shall be
totally contained using berms or curbs. The volume of the head
space contained within the berms or curbs shall be equal to 150%
of the maximum storage capacity of the tanks and drums plus 6
inches of free boar d. The floor sy stem shall be sloped to dr ain
to a dedicated sump for each storage area. The floor and sump
shall be lined with low conductivity materials such as High
Density polyethylene sheet, in a similar manner to that shown in
Figure 2. The storage area shall be covered and the storage area
4
and sump isolated from runoff.
Potentially reactive chemicals shall be stored in separate
storage ar ease Cherni cal storage practi ces shall follow the prin-
ciples of segregation, isolation and protection specified by the
National Fire Protection Association.
In no case shall strong
oxidizing chemicals be stored with potentially combustible mat-
erials or flammable liquids. In storage areas containing more
than one type of chemical, each chemical or waste material shall
be identified on a clearly visible area of the storage tank. The
area shall be marked to identify the most severe health, flam-
mability or reactivity hazard present. The storage tanks or
containment facilities shall be specifically designed and
cer tif i ed f or the cherni cal s or haz ar do us ma t eri al s whi ch they
contai n.
Any hazardous material or chemical spilled or used to clear
the chemical containment system shall be collected and drummed
from the sump and disposed or recycled. The design of the con-
tainment system is the responsibility of the tenant. The sche-
matic shown in Figure 2 represents one possible alternative.
3. GUIDELINES AND REX)UIREMENTS FOR REPORTING OF ACCIDENTAL
RELEASES OF HAZARDOUS MATERIALS.
After each tenant has met the requirements of the state and
Federal regulations and the city ordinance 84-51 regarding stor-
age and handling of hazardous waste, the tenant shall contact the
fire department to make arrangements for a preplan emergency
response meeting (the phone number of the Boynton Beach fire
depar tment is 734-8111 Ext. 451).
Prior to the preplan meeting, the tenant shall have com-
5
pleted material data safety sheets on all chemicals which may be
stored on site as required by OSHA. Copies of the material data
safety sheets shall be provided to the Fire Marshall. Additional
copies shall remain in the plant for the employees to read (see
the attached copy of a material data safety sheets by the U. S.
Department of Labor OSHA) in Appendix A.
The tenant shall contact the fire department and arrange for
a site visit to:
1. Rev iew the material saf ety data sheets
2. Quantify total chemicals and storage area facilities
3. Assess sprinkler systems and fire fighting equipnent
4. Evaluate site logistics and general operating
procedures,
5. Meet with the assigned emergency coordinators
6. Designate the Plant Emergency Coordinator, and
7. Discuss emergency evacuation procedures
The purpose of this meeting is to provide the Fire
Department avail abl e inf ormati on ne cessary to respond pr omptly in
an emergency.
4. EMERGENCY RESPONSE TEAM COORDINATION WITH THE LOCAL
HAZ ARDOUS MATERIAL CONTROL UN ITS
In the event of a sudden release of hazardous materials the
follow ing pro ce dur es shall be followed
Call the Boynton Beach Fi re Department at 911
Give the Plant's name and location
State whether the emergency is
First Aid
6
Fire
Hazardous Waste Release
Call one of the Plant Emergency Coordinators to be on-
site to assist the Fire Department. (If not at the
plant si te)
Call the Div isi on of Emer gency Management at (904) -488-
1320 and report the accident uSing a Reporting Form
for Emergency Events found in Appendix A or equal.
Call the National Response Center number at 1-800-424-
8802 and report the accident using a Reporting Form for
Emergency Events found in Appendix A or equal.
Assist in the removal of all non-essential personnel
from the area. Coordinate remedial activities with the
Boynton Beach Fire Department Hazardous Waste Response
Team.
Contact the ground-water monitoring team to install
wells (if necessaqi) and to assess the impact of the
release on local surface-water and ground-water
quali ty.
5. GUIDELINES FOR EMERGENCY GROUND-WATER MONITORING IN THE
EVENT OF AN ACCIDENTAL RELEASES OF HAZARDOUS MATERIALS.
The tenant shall comply with ell federal, state and local
regulatory requirements governing ground-water monitoring fol-
lowing the sudden release of hazardous materials.
In the event of an accidental reI ease of hazardous material s
in the storage area, the hazardous materials COllected in the
chemical spill sump will be removed and recycled or disposed.
7
Following removal of the hazardous material from the sump, the
chemical spill sump and containment area shall he cleaned to
remove hazardous materials to acceptable levels for safe oper-
ation. No additional ground-water monitoring will be required.
In the event of an accidental release of hazardous materials
to the surface water sump which drains the runway, parking areas
and loading dock, the required level of remedial action will
depend upon the design option. If a double liner and leak detec-
tion layer are installed under the runway then the spill area and
sump shall be pumped dry and cleaned to acceptable levels. The
clean-up levels shall be approved by the appropriate federal,
state and local regulatory agencies. No ground-water monitoring
will be required if a double liner system is used and the spill
is contained within the area draining to the surface water sump.
If a double liner system is not installed, then within seven
(7) days of the spill, a minimum of 4 ground-water monitoring
wells, screened from the water table to a depth at least 10 feet
below the water table, shall be install ed (see Figure 3) at or
near the perimeter of the containment area. Figure 3 shows a
typical well construction detail. One monitoring well shall be
installed up-gradie-nt of the spill and three (3) wells dcwn-
gradient of the spill. The wells shall be monitored monthly for
a period of 12 months for the specific hazardous constituents
which were spilled and which were used in the clean-up effort.
If, after 12 months, the constituents are not detected in the
ground-water samples obtained from the monitoring wells, sampling
will be terminated. At that time, the monitoring wells may be
closed by filling the riser pipe with a cement bentonite grout
8
mixture to the top.
In the event that a spill occurs in an area which does not
drain to a surface water sump, or if an overflow condition causes
hazardous materials to overflow the containment area, immediate
action may be required to intercept potentially contaminated
surface water and prevent it from entering the surface water
retention basins. One surface water sample shall be obtained for
every 200 lineal feet of contaminated ditch or runoff area. One
additional monitoring well (total of 5) shall be installed
immediately down gradient of the affected area. Clean-up of the
affected area shall be to the levels prescrlbed and approved by
the federal, state and local regulatory agencies.
6. GUIDELINES FOR THE DESIGN OF SURFACE WATER MANAGEMENT AND
SPILL CONTAINMENT STRUCTURES AND FACILITIES
The tenant shall comply with all rules and regulations from
the federal, state and local agencies governing the design of
surface water management and spill containment structures. All
drawings and plans must be submitted and approved by the appro-
priate agencies prior to construction.
Surface water di~charge containment and hazardous chemical
containment shall be addressed in the design of the facilities.
The surface water runoff from the runway, parking areas, and
loading dock at the plant site shall be contained, collected and
treated using an oil water separator system to remove any
floating substances such as oil or gasoline. The collection
system may be gravity contrOlled or collected and pumped. In the
event a pump system is used, the water or fluid level in the sump
9
shall be maintained at a pumped down level so that the sumps
always have adequate capacity to completely contain and store
liquids from sp.Llls and clean-up efforts.
The rules and regulations for construction of surface water
containment system and hazardous waste containment systems shall
be researched and combined with the needs of each specific
plant's requirements. The components of the containment system
shall resist chemical degradation due to exposure to the chemi-
cals used at the tenant's facility.
Figures 4 and 5 are two general examples of a plant's
typical layout showing surface containment control and hazardous
waste control. Figure 4 shows a surface water control system
which collects the runoff from the runway, parking area and
loading dock in a small collection sump which is then pumped into
a central collection sump and transfer system. Because of plant
layout there may be more than one collection sump feeding a
central collection sump. Surface water runoff is then fed into
an oil/water separator system. The treated water is discharged
to the surface water management system. Any oil collected is
drummed and sent either to a hazardous landfill or recycled in
the plant.
Figure 5 shows a simpler arrangement using an oil water
separator for both the collection and treatment of surface water
runoff. The surface water runoff is directed by gravity flow
into the below grade oil/water separator. The treated water is
discharged by gravity into the surface water management system.
The oil is skimmed from the top and collected in drums for
disposal.
10
The system suggested in Figure 5 has a lower capital equip-
ment cost but may require additional planning and site grading.
Figure 6 shows a surface water control area with a secondary
containment system and a collection sump which pumps t9 the
central collection sump. The transfer pump is controlled by a
1 evel control probe irnmer sed in the pi t al ongsi de the submer si bl e
pump. The level indicator activates a switch which turns on the
pump. As the level of the liquid falls, the float switch con-
tinues to fall with the liquid level until the lower set of
switches is activated shutting off the pump. Secondary contain-
ment may not be required in the surface water controlled area but
is offered as an alternative.
Figure 7 shows the surface runoff control area using the
separator for both containment and treatment. This system is
gravity fed and discharged. The system may require the use of a
pump if proper grades cannot be achieved.
The primary device used to treat surface water runoff from
the runway, parking areas and loading dock is the Oil/water
separator. Figures 8 and 9 illustrates two different types of
Oil/water separators. Figure 8 shows a McTighe standard oil/
water separator with a mechanical oil removal system.
Figure 9 shows a McTighe separator with Petro-pak and a
mechanical oil removal system. There are many variations of
these units depending on the specific treatment objectives, vol-
ume flow rate, regulations and site logistics.
The oil/water separator should be designed for constant
operation and low maintenance. As oily infl uent flows into the
11
separator, oil and sludge are removed and clean effluent is
discharged to the surface water management system.
The oil/water separator is comprised of a stationary tank,
full of water, having an inlet at one end directing the incoming
oily infl uent over a specially desi gned heavy corrugated plate,
set at a 33 degree angle. Initially the flow is reversed and the
influent passes over the corrugated plate. The corrugations in-
duces agitation causing the oils or lighter density substances to
break away. As the oil rises, it is joined by the other droplets
of oil and due to their buoyancy rise rapidly to the surface.
The rate at which the soils and other floating industrial waste
raise to the surface depends on the oil droplet size. The larger
the droplet, the faster the rate of rise and separation. Sludge
or heavy solids within the stream settle to the bottom of the
separator, cOllecting at the center sludge baffle plate.
The second phase of separation begins as the influent is
directed between an incli ned ar rangernent of cor rugated parall el
plates, stacked upwardly, sloping at a 45 degree angle, and
spaced 4 inches apart to prevent fouling by debris or gummy
solids. It is here where buoyancy forces cause smaller oil
droplets to rise and coalesce into sheets of oil on the underside
of each of the corrugated plates, creep up to the surface, and
finally break loose at the top in the form of large globules.
Clean water flows in a downward path to the outlet where
clarified water is permitted to escape from the lCYWer regions as
the separated oil is withdrawn f rom the surf ace. The oil is
collected and drummed for recycling or disposal. The sludge is
collected and disposed at a licensed solid waste disposal
12
facili ty.
It is the responsibility of the tenant to design or provide
documentation for approval of the surface water control and
hazardous waste containment systems.
The containment areas and oil/water separators shall only be
provided in the parking areas, truck runways, loading ramps and
docks and chemical storage areas, where regulated chemicals or
hazardous materials likely to be transported.
7. GUIDELINES FOR THE DEMONSTRATION OF FINANCIAL RESPONSIBILITY
Each tenant that handl es, stores, uses or generates regu-
lated chemicals or hazardous materials shall demonstrate
financial responsibility as outlined in 40 CFR part 264.140-150.
No regulated chemicals or hazardous materials shall be handled,
stored, used or generated within 60 days of approval of the
financial demonstration by the appropriate regulatory agencies.
It is the responsibility of each tenant to prepare the
financial demonstration and secure the approval of the appro-
priate regulatory agencies. In addition to the requirements of
40 CFR, each tenant that handles, stores, uses or generates
regulated chemicals or hazardous materials shall contribute
$20,000 to the Emergency Action (EA) response fund. The fund
shall be administered by the adrnini strative off icer of the Trea-
sure Coast Regi onal Planning Council. In the event of a release
of a regulated substance to the environment requiring payment
form the EP response fund, the tenant responsible for the release
will, in addition to any or all other costs for remedial action,
reimburse the EA response fund for the exact dollar amount
13
expended from the fund
In accordance with 40 CFR Section 264.142 the tenant shall
prepare a cost estimate for closure and post closure care of the
facility. The estimate must be prepared in current dollars for
the point in time during the operation of the facility when
closure or remediation would be most expensive, as stated in the
closure plan (see 40 CFR Part 264.ll2(a)).
The tenant shall adjust the closure and post-closure cost
estimates each year within 30 days of the anniversary of the
approval of the financial demonstration The adjustment in the
cost estimates shall reflect inflation and changes in the opera-
ti on of the f acil i ty whi ch make cl osur e or post cl osur e mor e 1 ess
costly.
The tenant shall establ ish financial assurance for closure
and post-closure care of the facility using one or more of the
fOllowing options
1. Tr ust Fund
2. Surety Bond Guaranteeing Payment into the Closure and
Post-Closure Trust Funds
3. Surety Bond Guaranteeing Performance of Closure and
Post-Cl os ur-e.
4. Closure and Post-Closure Letter of Credit.
5. Closure and Post-Closure Insurance
6. Financial Test and Corporate Guarantee for Cl osure and
Post-CI os ur e.
The closure and post-closure plans and cost estimates shall
be prepared and certified by a registered professional engineer
14
and shall be approved by the EPA Regional Administrator after
regulatory agencies. The basic requirements for the financial
assurance options are stated in 40 CFR Parts 264.143 and 145.
In addition, each tenant that handles, stores, uses or
generates regulated substances shall -demonstrate financial
responsibility for bodily injury and property damage to third
parties caused by sudden accidental occurrences arising from- the
operation of the facility (40 CFR part 264.147). The tenant
shall mai ntai n 1 i ab il i ty cov era ge for sudden acci dental occur-
rences of at least $1,000,000 per occurrence with an annual
aggregate of $2,000,000, excluding legal defense costs. The
liability demonstration requirements are stated in 40 CFR Part
264 .147.
15
APPENDIX A
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