HomeMy WebLinkAbout01-0500
Property Owner:
Job Address:
BUILDING PERMITN! 0500
Permit .
Dot. '3 - ,;1./- 0 I
Sewer Conn Ih 1/7:;'
IS :JD -
Water Meter: >? 1.~- - ..,;2 11
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ELECTRICAL
CITY OF ZEPHYRHILLS
(813)~
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MECHANICAL
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BUILDING
/DD
PLUMBING
....
Water Conn:
Zoning:
FINAL
C.O.
- tJ:L
DATE
- 0 :;...
NO OCCUPANCY BEFORE C.O.
Complete Plans, Specifications and Fee Must Accompany Application.
All work shall be performed in accordance with City Codes and Ordinances.
Inspector
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ELECTRICAL j.~"'7
Permit Fee -+
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Company
Address
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PLUMBING ~f' 61
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Valuation or
Contract Price
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City License Registration # c:<;;6 /
State Certified License# C&: t! 0 ~ /I.R 6 fI
o 5c5 / tJtJ J)~I
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Pre SLBf. CJ ~ t)J7.~ Rough In '1tb (~-2/?-e.>1 I2-L~
- "('
Lintel Meter Can Water
/
FRM. Const. Pole Sewer
Insul. CL Pool Final
WL .fje-Meter 1,,/, ,9-c212t11. .
"bJP.~ TriLL. WIIW/t-!s-c>IWnal (5Dj.JVF-'t(D!l "Plrplli) /0-/1-0 Ill!?_ ,';;;:'
D ' ~Ol-JvcVO~ ?I r ~19t.i-S <f t'FFIM.5~,b 10 /7 -o/Pg
flveway f=F' 1~-o~_~:,p~5-~-(ltr rtELT l'u:!-IO -/~'ol /N3
/1JtlTEI!--!-3/-0/~Lr r-oo~ '7 '/ .0. f " d) - I~ -{}~ IPJol3t2>
~tj~JlIAJrEL <1~-?'-cJ/sL J..//IIKL q -.:zf'-OI.5t<. l\e. ~tl\lI1 K- W ;),5 I /
Ref'NSPECTION FEES: When extra inspection tri~s are necessary due to anyone of{he fOIl,O, wing reasons, a b'
charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each triP~ tra~' t.3~
Pit-- .(:.r (....k-l,.. bc..,;,,,- c,/7.'f.(Ot sn J..//-J7~L 7>/TI'l.~. L .t;evr- '
I~ /0 " '1-0 ::>_ oL.? .
a. Wrong Address
b. Condemned work resulting from faulty construction. ,
c. Repairs or corrections not made when inspection called. ~~lIg /0 -3/-01
d. Work not ready for inspection when called. h '" II 0 I RJ..-~
e. Permit not posted on job site. "?AiT/IlL re,q",-~ e.OIf\.DO f~- -
f. Plans not at job site.
g. Work not accessible.
'/-7 c? - 3' 9" 7 3
r tcf:: ;~/I~
MECHANICAL /7
Breakers
Ducts Insl.
Compressor
Final
The payment of inspection fees shall be made before any further permits will be issued to the person owning
same.
Ossi Construction, Inc.
5542 - Gall Blvd.
SQ. FEET PRICE
MAIN OR LIVING: 2,380 $ 46.00
OTHER AREA UNDER ROOF: $ 20.00
PARKING: 7,592 $ 0.85
VALUATION $ 115,933.20
FEE SHEET $ 518.00
ADDRESS $ 20.00
DRIVEWAY $ 20.00
BUILDING: $ 817 .00
CREDIT: $ -
BUILDING LESS CREDIT: $ 817.00
ELECTRICAL: $ 87.24
PLUMBING: $ 100.00
MECHANICAL: $ 30.00
RADON: $ 23.80
TOTAL $ 1,058.04
SEWER: $ 4,473.00
WATER: $ 850.00
IRRIGATION: $ -
TOTAL: $ 5,323.00
I
I
I
WATER METER:I $
IRRIGATION METER $
875~00 I V
7,256.04 ,
SUB-TOTAL $
SIF'S'I $
97.5% $
2.5% $
- I
~~7 fl
~ ~S,., tJ ~ ;2J /.3/_.n ,
c. ..".
. ,
75/0 ~ ~t ~l 391/,33'
T IF'S: $ 8,526.00
99% $ 8,440.74
1% $ 85.26
TOTAL:
$~~041
J' 3g . sf ,
t(r;
PROFESSIONAL
DESIGN FIRM
TOWS-aN-ROGERS-
ENGINEERING. INC.
ENGINEERING. PLANNING. ENVIRONMENTAL PERMmlNG
.
': "February 6, 2002
Mr. Todd Vande Berg
Director of Development
City of Zephyrhills
5335 8th Street
Zephyrhills, FL 33540
RE: Ben's Carwash
Completion Status
TRE Project No. 98277
Dear Mr. Vande Berg:
The above-referenced site is substantially complete including landscaping and irrigation and is
in substantial conformance with the site plan as approved by the City of Zephyrhills. There are
a few minor deviations from the original site plan, but the site still conforms to the Land
Development Code.
Specific deviations that we have noted include the following:
1. Onsite driveway aisle widths were reduced from 12 feet to 10 feet for a total onsite
driveway width of 20 feet. There h only one row of parallel parking spaces and the
aisle is one-way. The City of Zephyrhills Land Development Code calls for a
minimum aisle width of 14 feet for one-way parallel lots with spaces on each side of
the driveway. With a 2D-foot aisle and parking on only one side, the site meets and
exceeds the Code. The benefit of this rhange is that there is less pavement and thus
more green space.
2. The dumpster pad was moved from its originally designed position. However, this
change was coordinated between City staff and the Owner.
3. The driveway approaching the tunnel entrance was widened moderately to
facilitate vehicle entry.
As you mentioned during our telephone conversation today, FDOT is waiting for a few minor
restoration issues to be resolved. The items of concern have been addressed by the Owner, but
must be reviewed by this office, noted on Record Drawings and submitted to FDOT with a final
Record Drawing submittal form. We do not anticipate that there will be any issues with regard
5514 7th Street · Zephyrhills, FL 33540
813-788-0400 · Fax 813-782-4978 . E-mail: tre@gte.net
~~Ct 23 01 01:29p Stuart Rogers
~.
~
813-782-4978
p. 1
trc
P~CFE5S20NAl
'OiESlIGN RRM
#01 .. 3
paQes
TOWS"ON-ROGE:RS"
ENGINE:E:RING, INC.
Phone #
Phone #
Faxtl
Fax II
ENGINEERING, PUNNING, ENVIRONME.VT.~L PERJflTTING
October 23, 2001
Mr. Doug Oemson
6400 12th Street
Zephyrhills, FL 33540
RE: Ben's Car Wash
Structural Construction Issues
TRE Project No. 98277 /
Dear Mr. Oemson:
In a recent correspondence we outlined some concerns we had regarding construction of the
subject project. This letter is issued as a follow-up to that letter, with some of those concerns
reiterated and some new ones added. Items noticed during a recent site visit during which Bill
Burgess of the City of Zephyrhills expressed some concems prompted this letter. This letter
expresses some of the concerns expressed by Mr. Burgess in the field, along with some other
items that carne to our attention.
1. Reinforcing bars were added to the north retaining wall of the pond (common wall with
building) by drilling and epoxy grouting. Why were the bars retrofitted in this manner,
instead of having been installed contiguous with the footer reinforcing? Were these bars
retrofitted correctly (i.e., do the drilling penetrations go deep enough, etc.)?
2. Reinforcing bars were cut off in the concrete channel within the car wash tunnel. New
bars were added by drilling and epoxy grouting. Again, there are questions as to
whether this installation was done properly. The channel is an important structural
component and the continuity of contiguous bars could be critical to its structural
integrity. We recommend evaluation by a structural engineer.
3. Have you ordered any concrete cylinder tests? This is the only way you will know
whether the concrete used meets the specified strength. This recommendation was
made in our previous correspondence.
4. Have you ordered any compaction tests? This is the only way you will know if the
ground supporting important structural components of your structure was compacted
to the specified dry density.
5514 7th Street . Zeohyrhills, FL 33540
R1~_7RR.Mnn . I=",v R1~_7R?"'Q7R
Oct 23 01 01:29p
Stuart Rogers
813-782-4978
p.2
Mr. Doug Oemson
October 23,2001
Page 2
5. There is concern on the part of some in our office who happened to drop by during one
of the concrete pours that the concrete used in the poured channel and walls may have
had a high slump, possibly because of too much water in the mix. Again, cylinder tests
are important to ensure the quality of concrete used.
6. The steel sleeves through the pond walls are at angles to the pipes installed within them.
7. The plans call for Link Seals between the storm pipes and the sleeves through which
they run. None are installed.
8. As was previously mentioned, the blocks within curved sections of the pond walls are
stacked, not laced. The structural ramifications of this are not known. We recommend
evaluation by a structural engineer.
9. There is no way of knowing if adequate reinforcing was placed on the top course of the
retention pond retaining walls. As indicated in our last letter, during previous
observations it was noted that only one bar was placed on top of the wall as opposed to
two as called for by the plans.
10. During recent observations while driving by the site, it appeared that the curved section
of the retaining wall facing 7th Street leans toward the inside of the pond at the top.
11. The small radii of the pond are constructed with half-blocks. Extra reinforcing probably
should have been used in these areas.
12. There appears to be no vibrating equipment on the site for use in ensuring adequate
filling of the block cells. .
13. Reinforcing bars in the south wall of the building are not spaced in accordance with the
foundation plan drawings between window openings.
14. Reinforcing bars appear to be missing in the offset block wall for vending machines.
15. During a recent stop at the site we noted a large hole in the middle of the pad area for
the vending machines. We were told this was the tooter excavation. The footer should
be centered with respect to the proposed wall and reinforced in accordance with the
plans.
16. There are still washouts on the neighboring car wash site. All disturbed earth on the
neighboring side should be restored, compacted, shaped and sodded as soon as possible,
both for safety and aesthetic considerations.
17. We have noted various broken blocks within the walls, particularly the header course.
Oct 23 01 01:29p
Stuart Rogers
813-782-4978
p.3
Mr. Doug Clemson
October 23,2001
Page 3
18. As mentioned in the last correspondence, the retention ponds must be cleaned of all
excess concrete, fine silty material and debris as a final step.
19. Buried rubble near the block walls should be removed.
Again, as I mentioned in our last letrer, we recognize that you have not retained us to provide
frequent observation services at your site, and we have not invoiced you, as yet, for our time.
We have simply noted these things while driving by or during informal visits. We mention
them to you strictly out of concern for your investment. However, we feel you need some
independent oversight at the job-site to better ensure the quality of work. We would
recommend laboratory testing on all future concrete work and would recommend excavating
and backfilling the future pavement areas a second time so that you can ensure that the material
, will be brought to grade in sequential, compacted l~. We would recommend that each lift be
tested to ensure that it attains at least 98 % of the maximum dry density of the material in
accordance with the modified proctor.
Finally, we recommend that the structural engineer of record for this project be called in to
inspect work completed to date to evaluate its structural integrity and make recommendations
for additional retrofit work, if necessary, to ensure the structure's stability.
We bring these things to your attention for your protection and for the ,protection of your end
product. Undoubtedly, you have invested significant time and resources in this project, and we
want the final product to be successful. Please call us should you have any questions regarding
any of the items in this letter. '
~,
Edwin J. R gers,
Towson-Rogers Engineering, Ine.
E]R:gmr
Enclosures
cc: Mr. Bill Burgess, Building Official, Oty of Zephyrhills
Mr. Art V. Roset, P.E.
Mr. Robert Ossi, President, Ossi Construction
c \aJproj<<\m77\~IlI23.DOC
August 2,2001
To: SPR Committee ~
From: Todd Vande Berg
Re: SPR Minutes 8/1 I
1. Victory Terrace Apartments - Final Site Plan
Staff reviewed the revised site plan submitted by Ed Rogers for the proposed apartments that will be
located on the west side of Airport Road and south of South A venue. Staff visited all issues that were
raised from the previous meeting. The following remaining comments shall need to be addressed:
. $150.00 revised site plan review fee;
· A blanket easement should be provided for the proposed utilities;
· Staff recommends that the future addressing be assigned to the proposed road that
will run through the apartments (possibly Victory Terrace Lane);
· The engineer should coordinate with Norman Grahm with the City to ensure that
the proposed trash compactor is serviceable by the City's trucks;
· The proposed fire hydrants need to be modified to not exceed a maximum distance
of 500 feet separation;
· The applicant should show the location and type of recreation amenities proposed;
· A landscape / irrigation plan is not provided.
The engineer will provide 4 copies of the site plan review page that address the above comments to
the City Planner.
2. Ben's Car Wash - Final Site Plan
A revised site plan was submitted showing a minor modification to the Ben's Car Wash site plan.
The only change to the plan was that a handicap space was added. Staff approved the revised site
plan with the condition that a copy of the sWFwMD permit be submitted.
.. ...
.
}
Attachment A
CERTIFICATION OF STP CONNECTION
Installation Name
Street Address
City
County
State
Zip
Owner or Authorized Representative's Name
Title
Company Name
Mailing Address
City
County
State
Zip
o
"
o
"
(AlC) Phone Number
Latitude
Longitude
This form is to be completed and submitted to the Department's Industrial Waste Program no later than
thirty (30) days following connection of the facility to a sewage treatment plant.
FLORIDA PROFESSIONAL ENGINEER'S CERTIFICATION
I certify that the wastewater recycle system at this facility has been connected to a sewage treatment plant
using sound engineering techniques so as to ensure correct functioning when properly operated and
maintained. I further certify that there is no discharge from the facility recycle system to surface waters or
ground waters of the State of Florida at this site. These determinations have been based upon on-site
observation of construction conducted by me or by a project representative under my direct supervision.
Signature of Professional Engineer
Date
(Affix Seal)
Name (Please type)
Florida Registration No. (AlC) Phone
iUG-eG-2eel
An ~lluJI
Oppnrturlt)
I:mpll)yt"1
...... 0.__
Chair, Polk
....... -,U- c..ca-
Vice CMlr, Citrus
"'ly TIliOMIIeOIl
Secretary, HllIsborough
.......1. ..__
Treasurer, Pine lias
..... w.__
Manlltlle
n.- G. ......." .
SaraSO'la
........ L. .........
rlig/'llandS
..... L ....... .
Pin,lIas
...... D. KAmIIIt
Hlllliborough
..... .. IIeCNe
HlIlBoorough
..... K. ....., .1
Pasco
.. D. --.-,- v.,...
EKe<lUtJve Olreetor
... A. .......
Asslstllnt ExecUl~ Diractor
..... .. ......,
General Counsel
'"
Protecti ng "(gw'
Water Resources
02:57 PM CLEMSON
1 813 783 2985
P.01
Southwest Florida
Water Management District
-- -
- --
. .... ~'..~'~"','-'"
.,' :-".,.-
.....:..7
2379 Broad Street, BrookSl/lIIe, Florida 34604-6899
(::l~') 7Q6.7211 or 1-800-423-147S (FL only)
SUNCOM 628-4150 TOO only 1-800-231.6103 (FL only)
World Wide Web; http://www.swfwmd.state.f1.us
TIItIl~ hrvloe OfIloe
7601 Mlg/'IW8)' 301 North
Tamp., Florida 33537.6759
(81.3) 98!1-7481 or
1.800-836.0797 (Fl 0011')
SUNCOM 578-2070
L8eIlllto lemoe 0Mce
3600 West Sovereign Palh
Suite 226
L.oCSlnto. Rorlde ~l'l1.R070
(352) 527-8131
SUNCOM 667.3271
Bsrtow S.IVIel. 0fII0e
170 Century Boulevard
Sartow, Florida 33830-7700
(ee3) 5341448 VI
1.800 492.7862 (F!. only}
SUNCOM 572.6200
V.nloe service otic.
115 Corporation Way
VenIce. Floridll 34292.3524
(941.) 486.121:o! Dr
1,800-320.3503 (FL only)
SUNCOM 526-5900
March 28, 2001
Douglas and Gall Clemson
39746 Otis Allen Road
Zephyrhills, FL 33540
Subject: Notice of Flnol Agency Action for Approval
ERP Standard Genellll for Minor Systems
Permit No: 46021023.001
Project Name: Ben's Car Wash
County: Pasco
SecfTwp/Rge: 11/265/21 E
Dear Douglas and Gail Clemson:
This letter constitutes notice Of Final Agency Action for appro".1 of the permit application
referenced above. Final approval is contingent upon no objection to the District's action being
received by the District within the time frames described below,
You or any person whose substantial interests are affected by the District's action regarding
a permit may request an administrative hearing in accordance with Sections 120.569 and
120.57, F,S., and Chapter 28-106, F.A.C.. of the Uniform Rules Of Procedure. A request for
hearing must: (1) explain how the substantial interests of each person requesting the hearing
will be affeoted by the District's aotion. or proposed action. (2) state all material facts disputed
by the p$rtion reque:sting the hearing or stote that thore are no disputed feets, and (3)
otherw;se comply with Chapter 28-106, F.A.C, Copies of Sections 28-106.201 and
28-106.301. F.A.C, are enclosed for your reference, A request for hearing must be filed with
(received by) the Agency Clerk of the District at the District's Brooksville address within 21
days of receipt of this notice, Receipt is deemecl to be the fifth day after the dele on whieh this
notice Is deposited in the United States mall, Failure to file a request for hearing within this
time period shill" constitute a waiver of any right you or such peraon may have to rsquest a
hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573.
F.5., to settle an administrative dispute regarding the District's action in this matter is not
available prior to the filing of a request for hearing.
Enelosed is a "Noticing Packet" that provides information regarding the District Rule
40D-1 ,'1010, F.A.C., which addresses the notification of pcrsonewhoae substantial interests
may be affected by the District's action in this matter. The packet contains guidelines on how
to provide notice of the District's action, and a notice that you may use.
The enelosed approved construction plans are part of the permit. and construction must be
in accordance with these plans.
trr;
Pll'lOFiESS~ONAl
lDiESfiGN Full'lM
TOW)ON-ROGER)
ENGINEERING. INC.
ENGINEERING, PLANNING, ENVIRONMENT4L PERMITTING
January 22,2002
Mr. Bill Burgess
Building Official
City of ZephyrhilIs
5335 8th Street
ZephyrhilIs,FL 33540
RE: Ben's Carwash
TRE Project No. 98277
Dear Mr. Burgess:
Because of an unforeseen incompatibility between the vehicle transport equipment and the
proposed site layout, the driveway for the subject site must be modified slightly to facilitate
vehicle entry into the tunnel. Accordingly, we have made this minor revision to our plans,
which are attached hereto. The Owner is proceeding with the changes because of the late
discovery of this incompatibility and the impending proposed opening date. The change
results in additional retaining wall construction, which will be of the same design cross-section
as the original.
Please also accept this letter as official notification of the change in driveway material from
asphalt as originally proposed, to concrete, a material that is structurally sound and that is in
compliance with the Land Development Code.
We appreciate your attention in this matter. Please do not hesitate to call me should you have
any questions.
c: \ edprojec\ 98277\ burgessb20122DOC
5514 7th Street . Zephyrhills. FL 33540
813-788-0400. Fax 813-782-4978
tre
IP!FiOFIESS~ONAl
DIES~GN F~!Fi1M
TOWS-aN-ROGERS-
ENGINEERING, INC.
ENGINEERING, PLANNING, ENVIRONMENTAL PERMITTING
October 31,2001
Mr. Bill Burgess
City of Zephyrhills
5335 8th Street
Zephyrhilffi,FL 33540
RE: Ben's Car Wash
Slab Construction/ Dowels
TRE Project No. 98277
Dear Bill:
It has come to my attention that the Contractor for the above-referenced project is ready to
pour the slab and is waiting on the City to inspect the reinforcing prior to concrete placement,
which is scheduled for 7:00 tomorrow morning. The Owner and Contractor have indicated that
the City has questioned the use of epoxy-grouted dowels on the job, probably as a result of my
recent letter. My letter questioned the use of the dowels, particularly with regard to their
location and depth.
I have since observed placement the dowels at the jobsite and have verified that new dowels
have been placed at the appropriate depth. Typically, good retrofit dowel placement calls for
placement of the dowels at a depth of approximately one inch per eighth-inch of dowel
diameter. No.5 bars, for example, should be placed at a depth of 5 inches. The holes for the
dowels whose installation we observed were drilled with an 8-inch bit and have thus been
placed at a depth of 8 inches. Placement of dowels at an appropriate depth and subsequent
grouting with an appropriate epoxy material is an acceptable practice. The dowels were
grouted with an acceptable grout manufactured for the purpose for which it was used.
We noted that some dowels (in the 2-foot spaces between the 8-foot window openings) were
missing, but the contractor was in the process of installing them while we were on site. At the
rate the work was progressing, we would expect all of the dowels to be in place before the close
of business today and should be in place in time for you to inspect them.
Based upon our observations, it appears that the dowels, as placed, are in the proper location.
There are actually a few more than called for on the plans. Further, epoxy grouting of
reinforcing bar dowels is an accepted practice.
5514 7th Street . Zephyrhills, FL 33540
813-788-0400. Fax 813-782-4978
Mr. Doug Clemson
October 31, 2001
Page 2
We trust that this information is sufficient for you to schedule an inspection. Please do not
hesitate to call this office should you have any questions.
win J. .E.
Towson-Rogers Engineering, Inc.
cc: Doug Clemson, Owner
Robert Ossi
Ossi Construction, Inc.
1810 South MacDill Avenue
Tampa, FL 33629
Transmitted via fax: (813) 254-2867
tre
PIRORESSOONAn..
OIESnGN F~IRM
TOWS-aN-ROGERS-
ENGINEERING. INC.
ENGINEERING, PLANNING, ENVIRONME.VTAL PERMITTING
October 23,2001
Mr. Doug Clemson
6400 12th Street
Zephyrhills, FL 33540
RE: Ben's Car Wash
Structural Construction Issues
TRE Project No. 98277
Dear Mr. Clemson:
In a recent correspondence we outlined some concerns we had regarding construction of the
subject project. This letter is issued as a follow-up to that letter, with some of those concerns
reiterated and some new ones added. Items noticed during a recent site visit during which Bill
Burgess of the City of Zephyrhills expressed some concerns prompted this letter. This letter
expresses some of the concerns expressed by Mr. Burgess in the field, along with some other
items that came to our attention.
1. Reinforcing bars were added to the north retaining wall of the pond (common wall with
building) by drilling and epoxy grouting. Why were the bars retrofitted in this manner,
instead of having been installed contiguous with the footer reinforcing? Were these bars
retrofitted correctly (i.e., do the drilling penetrations go deep enough, etc.)?
2. Reinforcing bars were cut off in the concrete channel within the car wash tunnel. New
bars were added by drilling and epoxy grouting. Again, there are questions as to
whether this installation was done properly. The channel is an important structural
component and the continuity of contiguous bars could be critical to its structural
integrity. We recommend evaluation by a structural engineer.
3. Have you ordered any concrete cylinder tests? This is the only way you will know
whether the concrete used meets the specified strength. This recommendation was
made in our previous correspondence.
4. Have you ordered any compaction tests? This is the only way you will know if the
ground supporting important structural components of your structure was compacted
to the specified dry density.
5514 7th Street. Zephyrhills, FL33540
813-788-0400 . Fax 813-782-4978
Mr. Doug Oemson
October 23,2001
Page 2
5. There is concern on the part of some in our office who happened to drop by during one
of the concrete pours that the concrete used in the poured channel and walls may have
had a high slump, possibly because of too much water in the mix. Again, cylinder tests
are important to ensure the quality of concrete used.
6. The steel sleeves through the pond walls are at angles to the pipes installed within them.
7. The plans call for Link Seals between the storm pipes and the sleeves through which
they run. None are installed.
8. As was previously mentioned, the blocks within curved sections of the pond walls are
stacked, not laced. The structural ramifications of this are not known. We recommend
evaluation by a structural engineer.
9. There is no way of knowing if adequate reinforcing was placed on the top course of the
retention pond retaining walls. As indicated in our last letter, during previous
observations it was noted that only one bar was placed on top of the wall as opposed to
two as called for by the plans.
10. During recent observations while driving by the site, it appeared that the curved section
of the retaining wall facing 7th Street leans toward the inside of the pond at the top.
11. The small radii of the pond are constructed with half-blocks. Extra reinforcing probably
should have been used in these areas.
12. There appears to be no vibrating equipment on the site for use in ensuring adequate
filling of the block cells. .
13. Reinforcing bars in the south wall of the building are not spaced in accordance with the
foundation plan drawings between window openings.
14. Reinforcing bars appear to be missing in the offset block wall for vending machines.
15. During a recent stop at the site we noted a large hole in the middle of the pad area for
the vending machines. We were told this was the footer excavation. The footer should
be centered with respect to the proposed wall and reinforced in accordance with the
plans.
16. There are still washouts on the neighboring car wash site. All disturbed earth on the
neighboring side should be restored, compacted, shaped and sodded as soon as possible,
both for safety and aesthetic considerations.
17. We have noted various broken blocks within the walls, particularly the header course.
Mr. Doug Clemson
October 23, 2001
Page 3
18. As mentioned in the last correspondence, the retention ponds must be cleaned of all
excess concrete, fine silty material and debris as a final step.
19. Buried rubble near the block walls should be removed.
Again, as I mentioned in our last letter, we recognize that you have not retained us to provide
frequent observation services at your site, and we have not invoiced you, as yet, for our time.
We have simply noted these things while driving by or during informal visits. We mention
them to you strictly out of concern for your investment. However, we feel you need some
independent oversight at the job-site to better ensure the quality of work. We would
recommend laboratory testing on all future concrete work and would recommend excavating
and backfilling the future pavement areas a second time so that you can ensure that the material
. will be brought to grade in sequential, compacted lifts. We would recommend that each lift be
tested to ensure that it attains at least 98 % of the maximum dry density of the material in
accordance with the modified proctor.
Finally, we recommend that the structural engineer of record for this project be called in to
inspect work completed to date to evaluate its structural integrity and make recommendations
for additional retrofit work, if necessary, to ensure the structure's stability.
We bring these things to your attention for your protection and for the protection of your end
product. Undoubtedly, you have invested significant time and resources in this project, and we
want the final product to be successful. Please call us should you have any questions regarding
any of the items in this letter.
~
Edwin J. R gers,
Towson-Rogers Engineering, Inc.
EJR:gmr
Enclosures
cc: Mr. Bill Burgess, Building Official, City of Zephyrhills
Mr. Art V. Roset, P.E.
Mr. Robert Ossi, President, Ossi Construction
c \edpm~c\98277\cIemsondl1023,DOC
CITY OF ZEPHYRHILLS PERMIT APPLICATION
BUILDING DBPARTMENT 5335 8th STRBBT ZBPHYRHILLS, FL 33540
Phone:813-780-0020 Fax:813-780-0021
DATB RBCBIVED
PLANS REVIBW
7/n/DI
FBB
OWNER'S NAME ""BeY1~ ('rnLu..ei~ L
.
JOB SITE ADDRESS S-s '1-z... C~ //
II'1<- .
b /4fJ.
PHONE CONTACT 7- &' 3 - t; ~ ~
LEGAL DESCRIPTION: LOT(S)
BLOCK
SUBDIVISION
PARCEL ID #
11 - Z 6 - Z- t - 00 It!:>. o~.q CJ (':) _ c) 2.so (OBTAIN FROM PROPERTY TAX NOTICE)
WORK PROPSED: ~EW CONSTRUCTION
o ADDITION
o ALTERATION
o REPAIR
o INSTALL
Os IGN
o MOVE
o DEMOLISH
PROPOSED USE: DSGL FAMILY DWELLING
-:r:ICOMMERCIAL
DMULTI-FAMILY
0# OF UNITS
o INDUSTRIAL
o SWIMMING POOL
o MOBILE HOME
o OTHER
c:J RESTAURANT & HEALTH DEPARTMENT APPROVAL
DESCRIPTION OF WORK
G "",+.p "-I ~..
O>t~
A .J 0 """'-a,fJ~
C A "-- LA-e-<..L.
/ p-rJ' -rJA 11 Y1-e-/
BUILDING SIZE
/ () 0 ')( / r.:. S'CJ>410
Iy')/ '2.0 '
ATTACH (2) PLOT
ATTACH' (3) SETS
PROPERTY SURVEY
SQUARE FOOTAGE
Z- L/ Z ~
/
HEIGHT
/<11
RESIDENTIAL:
COMMERCIAL:
PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS.
OF BUILDING PLANS & (1) SET ENERGY FORMS.
REQUIRED FOR ALL NEW CONSTRUCTION.
PERMITS REQUESTED
o BUILDING
$
41- S"e> , 00 0
,
VALUATION OF TOTAL CONSTRUCTION
o ELECTRICAL
'/2Jo
AMP SERVICE
J2f FLORIDA POWER
o W.R.E.C.
o PLUMBING
o MECHANICAL
$
~ dOt:>
,
VALUATION OF MECHANCIAL INSTALLATION
o GAS
o ROOFING
o SPECIALTY
o OTHER
TYPE OF CONSTRUCTION:---g BLOCK 0 FRAME
FINISHED FLOOR ELEVATIONS ~~ . 0
o STEEL
o OTHER
IS PROJECT IN FLOOD ZONE AREA 0 YES ':;Bl NO
SIGNATURE
~
COMPANY C7>> ( CO,tV j' TA. V'c T~o ,/v, /# c.
STATE CERT OR REGIST # C G C 0 :7 V- 8' € 8'
CITY PROCESSING # 2& ~ l
BUILDBR
BLBCTRICIAN
*********************
oK
******************************************************************
f}L COMPANY ,f)/l-f//O ffiZ~ ~
~ __ __ STATE CERT OR REGIST # Co C. _ _ -.
CITY PROCESSING # l ~ b 7 <:J~
. -/lne8~ l"\@,,..
******************************************************* **i**~:**
COMPANY 4 ~ H/t' ~ /Ae'" /.NIC/C C"".5.e ..v/c
,
STATE CERT OR REGIST # CAe 0 Y -7'}' yo J'
CITY PROCESSING # /7 0 J(
(
COMPANY
STATE CERT OR REGIST
CITY PROCESSING #
of
********************
;df~
#
.J2967
SIGNATURE
PLUMBBR
SIGNATURE
MECHANICAL
SIGNATURE .-/L/- 6 -(
,;Y
*****************************************************************
OTHBR
COMPANY
STATE CERT OR REGIST #
CITY PROCESSING #
SIGNATURE
*****************************************************************
f
CONDITIONS OF PERMIT AFFIDAVIT
A. NOTICE OF DEED RESTRICTIONS
The undersigned understands that this permit may be subject to ~deed restrictions" which
may be more restrictive than City regulations. The undersigned assumes responsibility for
compliance with any applicable deed restrictions.
B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES
If the owner has hired a contractor or contractors to undertake work, they may be required
to be licensed in accordance with state and local regulations. If the contractor is not
licensed as required by law, both the owner and contractor may be cited for a misdemeanor
violation under state law. If the owner or intended contractor are uncertain as to what
licensing requirements may apply for the intended work, they are advised to contact the
City of Zephyrhills Building Department, 813-788-6611.
Furthermore, if the owner has hired a contractor or contractors, he is advised to have the
contractor(s) sign portions of the ~Contractor Sections" of this application for which they
will be responsible. If you, as the owner signs as the contractor, you are indicating that
you, rather than the contractor, are responsible for the work. If the contractor wishes
you to sign as contractor that may be an indication that he is not properly licensed and is
not entitled to permitting privileges in the City of Zephyrhills.
C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES
D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED)
I certify that I, the applicant, have been provided with a copy of ~Florida's Construction
lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture
and Consumer Affairs. If the applicant is someone other that the ~owner", I cerify that I
have obtained a copy of the above described document and promise in good faith to deliver
it to the ~owner" prior to commencement.
E. CONTRACTOR'S/OWNER'S AFFIDAVIT
I certify that all the information in this application is accurate and that all work will
be done in compliance with all applicable laws regulating construction, zoning, and land
development.
Application is hereby made to obtain a permit to do work and installation as indicated. I
certify that no work or installation has commenced prior to issuance of a permit and that
all work will be performed to meet standards of all laws regulating construction, City
codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other governmental agencies may apply to
the intended work, and that it is my responsibility to identify what actions I must take to
be in compliance. Such agencies include but are not limited to: *Department of
Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment
*Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas,
Altering Watercourses
*Army Corps of Engineers-Seawalls, Docks, Navigable Waterways
*Department of Health & Rehabilitative Services, Environmental Health Unit-Wells,
Wastewater Treatment, Septic Tanks
*U.S. Environmental Protection Agency-Asbestos abatement
I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is
understood that a drainage plan addressing a ~compensating volume" will be submitted which
is prepared by a professional engineer registered in the State of Florida prior to permit
issuance.
A permit issued shall be construed to be a license to proceed with the work and not as
authority to violate, cancel, alter, or set aside any provisions of the technical codes,
nor shall issuance of a permit prevent the Building Official from thereafter requiring a
correction of errors in plans, construction, or violations of any code. Every permit
issued shall become invalid unless the work authorized by such permit is commenced within
six months of issuance, or if work authorized by the permit is suspended or abandoned for a
period of six months after the time the work is commenced. One 90 day extension of time
may be allowed for the permit with fee charge of $15.00. The extension shall be requested
in writing to the Building Official. An approved inspection must be logged during each six
month period, or the project will be considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER
$2,500 IN ~ E DO NOT NEED TO RECORD AND POST A ~NOTICE OF COMMENCEMENT". .
OWNER OR AGENT
~1-
SIGNATURE: CONTRACTOR
~-
acknowledged
19_
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____day of
by
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was
Before me this _____ day of
by
acknowledged
19
(name of person acknowledged)
Dwho is personally known to me, or
(name of person acknowledged)
[1ho is personally known to me, or
of identification)
take an oath.
o who has produced
(type of identification)
and who Ddid [}:lid not take an oath
D who has produced
(type
and whoD did Ddid not
Signature of person taking acknowledgement
Signature of person taking acknowledgment
Name typed, printed or stamped
Name typed, printed or stamped
FORM 600A-97
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name:
Address:
City, State:
OWner:
Climate Zone:
Ben's Car Wash
Central
Builder:
Pennitting Office:
Pennit Number:
Jurisdiction Number:
1, New construction or existing
2, Single fiunily or multi-family
3, Number of units, if multi-family
4, Number of Bedrooms
5, Is this a worst case?
6. Conditioned floor area (ft")
7. Glass area & type
a. Clear - single pane
b, Clear - double pane
c, Tin1fother SClSHGC - single pane
d, Tin1fother SC/SHGC . double pane
8. Floor types
a. Slab-On-Grade Edge Insulation
b, N/A
c, N/A
9, Wall types
a, Frame, Wood, Exterior
b, N/A
c, N/A
d, N/A
e, N/A
10, Ceiling types
a. Under Attic
b, N/A
c. N/A
11. Ducts
a. Sup: Unc, Rei: Unc, All: Attic
b, N/A
New
Single family
1
2
No
280 ft2
0.0 ft2
0,0 ft2
0,0 ft2
0.0 ft2
R=O.O, 70,0(p) ft
R=13,O, 560.0 ft2
R=30.0. 350.0 ft2
Sup. R=6,O, 100,0 ft
12. Cooling systems
a. Central Unit
b. N/A
c. N/A
13. Heating systems
a. Electric Heat Pump
b. N/A
c. N/A
14. Hot water systems
a. Electric Resistance
b. N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15, HVAC credits
(CF-Ceiling fan, CV-Cross ventilation,
HF-Whole house fan,
PT .Programmable Thermostat,
RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Cap: 24.0 kBtuIhr
SEER: 11.00
Cap: 10.0 kBtuIhr
HSPF: 7,20
Cap: 30.0 gallons
EF: 0,97
CF,
Glass/Floor Area: 0.00
Total as-built points: 6378.90
Total base points: 7511.80
PASe
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY:
DATE:
I hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNER/AGENT:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge4J> (Version: FLRCNA-200)
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE"" = 82.7
The higher the score, the more efficient the home.
1, New construction or existing
2. Single family or multi-family
3, Number of units, if multi-family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (W)
7, Glass area &. type
a. Clear - single pane
b. Clear - double pane
c, Tint/other SC/SHGC - single pane
d. Tint/other SC/SHGC - double pane
8, Floor types
a. Slab-On-Grade Edge Insulation
b, N/A
c. N/A
9 . Wall types
a. Frame, Wood, Exterior
b, N/A
c, N/A
d, N/A
e. N/A
10. Ceiling types
a. Under Attic
b, N/A
c, N/A
11. Ducts
a, Sup: Unc. Ret: Unc, AH: Attic
b, N/A
New
Single family
1
2
No
280W
O.OW
O,OW
O,OW
O.OW
R=O,O, 70,O(p) ft
R=13,O, 560.0 W
R=30.0, 350.0 W
Sup. R=6,O, 100.0 ft
12. Cooling systems
a. Central Unit
Cap: 24,0 kBtu/hr
SEER: 11.00
b. N/A
c, N/A
13, Heating systems
a. Electric Heat Pump
Cap: 10.0 kBtu/hr
HSPF: 720
b, N/A
c. N/A
14. Hot water systems
a. Electric Resistance
Cap: 30.0 gallons
EF: 0,97
b, N/A
c. Conservation credits
(HR-Heat recovery, Solar
DHP-Dedicated heat pump)
15, HVAC credits
(CF-Ceiling fan, CV-Cross ventilation,
HF- Whole house fan,
PI-Programmable Thermostat,
RB-Attic radiant barrier,
MZ-C-Multizone cooling,
MZ-H-Multizone heating)
CF, _
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
*NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program.
This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a us EPA/DOE EnergyStJif designation),
your home may qualifY for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor
information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction,
contact the Department of Community Affairs at 850/487-1824.
EnergyGauge@ (Version: FLRCNA-200)
FORM 600A-97
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , ,
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
PERMIT #:
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows & Doors 606.1.ABC,1.1 Maximum:.3 cfmlsa.ft. window area: .5 cfrnlsa.ft. door area.
Exterior & Adjacent Walls 606,1.ABC.1.2.1 Caulk, g;ilSket, weatherstrip or seal between: windows/doors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & toplbottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from and is sealed to. the foundation to the too Dlate.
Floors 606,1.ABC.1.2.2 Penetrations/openings >118" sealed unless backed by truss or joint members.
EXCEPTION: Frame floors Where a continuous infiltration barrier is installed that is sealed
to the Derimeter. Denetrations and seams.
Ceilings 606.1.ABC.1.2.3 Belween walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is
installed that is sealed at the Derimeter at s and seams.
Recessed Lighting Fixtures 606.1.ABC,1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non-IC rated, installed inside a
sealed box with 112" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from
conditioned $Dace. tested.
Multi-storv Houses 606,1.ABC.1.2.5 Air barrier on Derimel:er of floor cavitv between floors.
Addltionallnfiltration reqts 606,1 ,ABC, 1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES Imust be met or exceeded bv all residences.}
COMPONENTS SECTION REQUIREMENTS CHECK
Water Heaters 612,1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit
breaker (electric) or cutoff laas) must be Novlded. External or built-in heat traD rMuired,
Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated), Non-commercial pools
must have a pump timer, Gas spa & pool heaters must have a minimum thermal
efficiency of 78%,
Shower heads 612.1 Water flow must be restricted to no more than 2,5 nallons Der minute at 80 PSIG,
Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. insulation,
HVAC Controls 607.1 $e-rate readilY accessible manual or automatic thermostat for each sYStem.
Insulation 604.1, 602.1 Ceilings-Min. R-19, Common walls-Frame R-11 or CBS R-3 both sides.
Common ceiling & floors R-11.
EnergyGauge™ DCA Form 6OOA-97
EnergyGa~laRES'97 FLRCNA-2OQ
FORM 600A-97
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
f ADDRESS:...
PERMIT #:
BASE AS-BUlL T
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
2 2564.00 5128,0 30,0 0.97 2 1.00 2326,10 1,00 4652.2
As-Built Total: 4652.2
CODE COMPLIANCE STATUS
BASE AS-BUlL T
Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total
Paints Points Points Points Points Points Points Points
1113.7 1270.1 5128.0 7511.8 974.7 752.0 4652.2 6378.9
I
PASS
I
EnergyGauge 1M DCA Form 6OOA-97
FORM 600A-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:...
PERMIT #:
BASE AS-BUlL T
GLASS TYPES
.18 X Conditioned X BWPM = Paints Overhang
Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points
.18 280.0 0.00 0.0
As-Built Total: 0.0 0.0
WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 13.0 560,0 1,80 1008.0
Exterior 560.0 2.00 1120.0
Base Total: 580.0 1120.0 As-Built Total: 660.0 1008.0
DOOR TYPES Area X BWPM = Points Type Area X WPM = Points
Adjacent 0.0 0,00 0.0 Exterior Insulated 21,0 5,10 107.1
Exterior 21,0 5.10 107,1
Base Total: 21.0 107.1 As-Built Total: 21.0 107.1
CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Under Attic 280.0 0,60 168.0 Under Attic 30.0 350.0 0.60 210.0
Base Total: 280.0 188.0 As-Built Total: 350.0 210.0
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 70,O(p) -1.9 -133,0 Slab-On-Grade Edge Insulation 0,0 70.O(p) 2.50 175,0
Raised 0,0 0.00 0.0
Base Total: -133.0 As-8uilt Total: 175.0
INFILTRATION Area X BWPM = Points Area X WPM = Points
280.0 -0.28 -78.4 280.0 -0,28 -78,4
Winter Base Points: 1183.7 Winter As-Built Points: 1421.7
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
1421,7 1.000 1.116 0.474 1,000 752,0
1183.7 1.0730 1270.1 1421.7 1.00 1.116 0.474 1.000 752.0
EnergyGauge 1M DCA Form 6OOA-97
FORM 600A-97
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:...
PERMIT #:
BASE AS-BUlL T
GLASS TYPES
.18 X Conditioned X BSPM = Points Overhang
Floor Area TypelSC Omt Len Hgt Area X SPM X SOF = Points
.18 280.0 0.00 0.0
As-Built Total: 0.0 0.0
WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Adajcent 0.0 0,0 0.0 Frame, Wood, Exterior 13.0 560.0 1.70 952.0
Exterior 560.0 1.90 1064.0
Base Total: 560.0 1064.0 As-Built Total: 560.0 952.0
DOOR TYPES Area X BSPM = Points Type Area X SPM = Points
Adjacent 0,0 0.00 0,0 Exterior Insulated 21,0 4.80 100,8
Exterior 21.0 4.80 100.8
Base Total: 21.0 100.8 As-Built Total: 21.0 100.8
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 280.0 0.60 168,0 Under Attic 30,0 350.0 0,60 210.0
Base Total: 280.0 168.0 As-Built Total: 350.0 210.0
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 70.O(p) -31,8 -2226,0 Slab-On-Grade Edge Insulation 0,0 70,O(p) -31,90 -2233.0
Raised 0,0 0,00 0,0
Base Total: -2226.0 As-Built Total: -2233.0
INFIL TRA TION Area X BSPM = Points Area X SPM = Paints
280.0 14.31 4006,8 280,0 14,31 4006,8
Summer Base Points: 3113.6 Summer As-Built Points: 3036.6
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
3036.6 1.000 1.090 0.310 0.950 974.7
3113.6 0.3577 1113.7 3036.6 1.00 1.090 0.310 0.950 974.7
EnergyGauge TM DCA Form 6OQA-97
. ,rD.~rJ
0"1 .
\ Prclpored by/Record & Return to:
Chester J. Trow, Esquire
Chester J. Trow P.A.
1 NE First Avenue, Suite 303
Ocolo, FL 34470
(352) 369-8830
For Recorder's Use Only
f~~"
~ . ~
~ ~i:
\, n_
.-
1111111111111111I1111111111111111111I11111 111I11111111111111
2001097709
Rcpl: 514059 Rec: 15.00
OS: 0.00 IT: 0.00
07/19/01 Dpty Clerk
JEO PITTMANft PASCO COUNTY CLERK
07/19/01 0;1:51am 1 of 3
OR BK 4670 PG 216
Permit No.:
Tax Folio No.: 11-26-21-0010-08900-0250
NOTICE OF COMMENCfMENT
THE UNDERSIGNED hereby gives notice that improvement will be made to certain
real property, and in accordance with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement.
1. Description of property: See Exhibit "A" attached hereto.
2. General description of improvement: Construction of Car Wash
3. Owner information:
a. Name: BEN'S CAR WASH, INC.
b. Address: 6400 12th Street, Zephyrhills, Florida 33540
c. Interest in property: Fee Simple
d. Name and address of fee simple title holder. (if
other than owner):
4.
Contractor:
a. Name:
b. Address:
c. Phone:
OSSI CONSTRUCTION, INC.
1810 S. MacDiII Avenue, Tampa. FL ~~,s?Q
813-254-6775
, ~
5. Surety:
a. Name: XL SPECIALTY INSURANCE COMPANY
b. Address: 1450 E. American Lane, 20th Floor, Schaumburg, IL 60173
c. Phone: 1'-41-5/1'-;;;15/0
d. Amount of bond $192,337.00
6.
Lender:
a. Name:
b. Address:
ADMIRALTY BANK
4400 PGA Blvd., Suite 100, Palm Beach Gardens, FL
33410
561-622-8088
c. Phone:
989907
~
EJ
rERFORW\NCE BUSINESS PRODUCTS. INC. 813-71~OO8 FAX 813-719.79f9
0(- 337'5'
CITY OF ZEPHYRHILLS
ZEPHYRHILLS, FlORIDA
WATER ACCT. NO,
DATE 8'-.~ / -0/
O_~:5/ a,,~~r;-
MAILING /r?JD ~;'). ~0/;~ ~ i>
G-... 1 ~.LJtiiL, F J- 3. 2 t, bl C;
.. ~
SERVICEADDRESS S.5'~2 \JI"-'fL 02M.
~ WATER
OWNER/
RENTER
o
SHUT OFF SERVICE
TURN ON SERVICE ~
INSTALL METER ~
READ METER 0
CHECK METER 0
OTHER 0
o SEWER
o GARBAGE
~IN CITY
o OUT CITY
-L No. OF UNITS
_ DEPOSIT AMOUNT
- AMOUNT LAST BILL
c2 /1 kJ4:.-~'.~~
_ DATE
<----
_ MISC. CHARGE
WORK COMPLETED BY
& DATE COMPLETED
ORDER TAKEN BY
/'
Retain white form in office at all times.
Send pink & yellow forms to Water Service Dept.
Water Service Dept. to sign yellow form & return to office,
iAUg
24 01 01:52p
Stuart Rogers
813-782-4978 p.1
ftfi t11/1fj'rJl)
trc
TOW50N-ROGER5
ENGINEERING INC.
ENGINEERING. PLANNING. ENVIRONMENTAL PERMI7TING
5514 7th STREET
ZEPHYRHILLS, FLORIDA 33540
TELEPHONE: (813) 788-0400 FAX: (813) 782-4978
Date:
FAX TRANSMITTAL ~
From,At-I- ~S d-
of: C:w,y tJf 7tpiYl-h;l/s
No. of Pages: ~
(Ind. Cover Sheet)
?"'~L/-tJ/
To: 13,11 81L':Je~s
FAX Number: 76CJ - OO~/
ProjectN~e: ~ns [me W~~
Project No.:
RE:
o For Approval 0 As Requested 0 For Review
o For Comment
o Copies To:
o Respond by:
Comments:
Rug 24 01 01:52f'
Stuart Rogers
813-782-4978
f'.2
.
AUG-24-01 11:37 AM ART V. ROSET. P.A.
8132898081
P.01
rdI"tt (V J(lJj,t, U-:>'d/.
STRUCTURAL CONSULTANTS
'Bill "Bu~e.5 S
August 24, 200:
.-n:- ~
ff/ffrll/' 51A
~~. c1em !~autwe1n
Towson-Rogers Engineering, Inc.
55~4 7t~ St.
ZP.p~Y~~:lls, F~. 33540
~~= 3e~'s car w~s~r Zephryhl11s, ~1.
!)~a:- Cle:r.,
A$ requested, we have reviewed your phone call relative to
co~structio~ of the exte~ior foundations of the above ref~renced
p~oject. As constructed the foundation was built 2 teet' wide
vice the 1'-6" callec fa!" on contract documents. We understand
t~p.~e a~e 3-#5 rebar & the thickness is 10", therefore adequate
for the footing as designee.
1
:f there are any questions. please call.
SinC~y~~
Arthur V. Reset. ~.E. FL #148B7
President
File
1211 N. WESTSHORE BLVD. SUITE t II, TAMPA. FL 33607
TELEPHONE & FAX (813) 289-8081
AA Equal
Opportunity
Employer
R_aId C. Johnson
Chair, Polk
Monroe MAl. Coogler
Vice Chair, Citrus
Sally Thompson
Secretary, Hillsborough
R_nie E. DUllClln
Treasurer, Pinellas
Edward W. Chance
Manatee
Thoma. G. Dabney, II
Sarasota
h_1a L Fentreu
Highlands
Watson L Haynes, II
Pinellas
Janet D. Kovach
Hillsborough
HeIdi B. McC....
Hillsborough
John K. Renke, III
Pasco
E. D. MSonny. v.....,.
Executive Director
Gene A. He....
Assistant Executive Director
William S. Bllanky
General Counsel
Protecting Your
Water Resources
cc " TVA"v~E/J~
Southwest Florida
Water Management District
- i--- ~ -:- '!!IIP :-
Wi """'~'.'~ c..-;;;~
~t~. - -It!.''''~~-''-
2379 Broad Street, Brooksville, Florida 34604-6899
(352) 796-7211 or 1-800-423-1476 (FL only)
SUNCOM 628-4150 TDD only 1-800-231-6103 (FL only)
World Wide Web: http://www.swfwmd.state.fl.us
Tampa Service .Office
7601 Highway 301 North
Tampa, Florida 33637-6759
(813) 985-7481 or
1-800-836-0797 (Fl only)
SUNCOM 578-2070
Bartow Service Office
170 Century Boulevard
Bartow, Florida 33830-7700
(863) 534-1448 or
1-800492-7862 (Fl only)
SUNCOM 572-6200
Venice Service Office
115 Corporation Way
Venice, Florida 34292-3524
(941) 488-1212 or
1-800-320-3503 (Fl only)
SUNCOM 526-6900
Lecanto Service Office
3600 West Sovereign Path
Suite 226
Lecanto, Florida 34461-8070
(352) 527-8131
SUNCOM 667-3271
March 28,2001
Douglas and Gail Clemson
39746 Otis Allen Road
Zephyrhills, FL 33540
Subject:
Notice of Final Agency Action for Approval
ERP Standard General for Minor Systems
Permit No: 46021023.001
Project Name: Ben's Car Wash
County: Pasco
SeclTwp/Rge: 11/26S/21 E
Dear Douglas and Gail Clemson:
This letter constitutes notice of Final Agency Action for approval of the permit application
referenced above: Final approval is contingent upon no objection to the District's action being
received by the District within the time frames described below.
You or any person whose substantial interests are affected by the District's action regarding
a permit may request an administrative hearing in accordance with Sections 120.569 and
120.57, F.S., and Chapter 28-1 06, FAC., of the Uniform Rules of Procedure. A request for
hearing must: (1) explain how the substantial interests of each person requesting the hearing
will be affected by the District's action, or proposed action, (2) state all material facts disputed
by the. person requesting the hearing or state that there are no disputed facts, and (3)
otherwise comply with Chapter 28-106, F.A.C. Copies of Sections 28-106.201 and
28-106.301, FAC. are enclosed for your reference. A request for hearing must be filed with
(received by) theAgency Clerk of the District at the District's Brooksville address within 21
days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this
notice is deposited in the United States mail. Failure to file a request for hearing within this
time period shall constitute a waiver of any right you or such person may have to request a
hear.ing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573,
F.S., to settle an administrative dispute regarding the District's action in this matter is not
available prior to the filing of a request for hearing.
Enclosed is a "Noticing Packet" that provides information regarding the District Rule
40D-1.1 01 0, FAC., which addresses the notification of persons whose substantial interests
may be affected by the District's action in this matter. The packet contains guidelines on how
to provide notice of the District's action, and a notice that you may use.
The enclosed approved construction plans are part of the permit, and construction must be
in accordance with these plans.
, '
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL FOR MINOR SURFACE WATERMANAGEMENT SYSTEMS
PERMIT NO. 46021023.001
I EXPIRATION DATE: March 28, 2006
I PERMIT ISSUE DATE: March 28,2001
This permit issued under the provisions of Chapter 373, Florida Statutes (F.S.), and Florida Administrative
Code (F.A.C.), Rule 40D-40, authorizes the Permittee to perform the work outlined herein and shown by the
application, approved drawing(s), plans, and other documents, attached hereto and kept on file at the
Southwest Florida Water Management District (District). All construction, operation and maintenance of the
surface water management system authorized by this permit shall occur in compliance with Florida Statutes
and Administrative Code and the conditions of this permit.
PROJECT NAME:
Ben's Car Wash
GRANTED TO:
Douglas and Gail Clemson
39746 Otis Allen Road
Zephyrhills, FL 33540
OP. & MAl NT. ENTITY:
Douglas and Gail Clemson
PROPERTY LOCATION:
Pasco County
SECITWP/RGE:
11/26S/21 E
TOTAL ACRES OWNED
OR UNDER CONTROL: '
0.37
PROJECT SIZE:
0.37 Acre
LAND USE:
Commercial
DATE APPLICATION FILED:
AMENDED DATE:
September 20, 2000
NJA
SPECIFIC CONDITIONS
1. If the ownership of the project area covered by the subject permit is divided, with someone other
than the Permittee becoming the owner of part of the project area, this permit shall terminate,
pursuant to Section 400-1.6105, F.A.C. In such situations, each land owner shall obtain a permit
(which may be a modification of this permit) for the land owned by that person. This condition shall
not apply to the division and sale of lots or units in residential subdivisions or condominiums.
2. The discharges from this system shall meet state water quality standards as set forth in Chapter
62-302 and Section 62-4.242, FAC., for class waters equivalent to the receiving waters.
, '
Permit No.
Project Name:
Page
46021023.001
Ben's Car Wash
.3
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by
reference and the Permittee shall comply with them.
V'
t'
, .
PROFESSIONAL CERTIFICA TION*
FOR THE ENGINEERING EVALUATION REPORT
MSSW/ERP Permit Number:
46021023.001
Date Application Received:
September 20, 2000
Permittee's Name:
Douglas and Gail Clemson
Address:
39746 Otis Allen Road
Zephyrhills, FL 33540
Project Name:
Ben's Car Wash
Project Description:
Commercial
Project Size:
0.37 Acre
Activity:
Section ( s)fT ownship/Range:
Construction
11/26S/21E
I HEREBY CERTIFY that the engineering features described in the referenced application to construct
and/or operate a surface water management system associated with the indicated project have been
evaluated regarding provision of reasonable assurance of compliance with Part IV, Chapter 373, Florida
Statutes, and Chapters 400-4,400-40 or 400-400, Florida Administrative Code (FA C.}, as applicable. I
have not evaluated and do not make any certifications as to ~pects of the proposal.
. 7. ~_._-~
- (Seal)
- Monte G. Ritter, FL P.E. #38801 ~ -7.- c.. _ 61
Brooksville Regulation Department:::> I
Southwest Florida Water Management District
When required by Section 61G15-26.001(1), FAC., a professional engineer's seal, signature and date
(i.e., "Professional Certification") means that the work indicated has been conducted under the responsible
supervision, direction or control of a person licensed by the State to practice engineering, who by authority -
of their license is required to have some specialized knowledge of engineering. Professional Certification
is not a guaranty or warranty of fitness or suitability, either explicit or implied.
Ronald C. Johnson
CI'<lIL P'J'~,
Monroe "AI" Coogler
\hce Chdi:,. CI~rtIS
Sally Thompson
SeCrfnfll)'. HillsIX)rolJ.i=~t~
Ronnie Eo Duncan
T'eas,,,eL P:"cllils
Edward W. Chance
Mal'l'llee
Thomas G. Dabney. II
Sarasota
Pamela l. Fentress
Highlands
Watson l. Haynes. II
Pi!)eda~
Janet D. Kovach
Hllis~orou..t'
Heidi B. McCree
H,IIscorc!J,:;I'
John K. Renke. III
Pascc
E. D. "Sonny" Vergara
E"r~cutiyc Director
Gene A. Heath
J..5Slst:mt lx~~tJtlv~ Direct(,r
WIlliam S. Bilenky
3ellt!r;ji C0um;e
?rou::cUnso :(; ,:
//c:ter ReSC)l,;ra;,
42,00-039 (Rev 03101)
SOllt11"\\Test Florida
\l"clter ;.lfczllClgenzent District
,."'~~___. C,~~_.
..--=~~Y"'" -.. -A~""'"
Tampa Service Office
~5D1 Hlglj'\vay. ~~~. .~~~~_
; ClmpD. F10nda .,3t.)." i "t",:..;:;.9
',813 98'5.7481:'
:-800.'1:,6,1)797 iFl onl,"'
S:"'NCO~...1 37S.207:~
Bartow Service Office
1 {() Cenu,,:' 30ulevard
Sartow, Flonda 3383C} noo
'863' 53-'1.1448 or
1.8CO..;,':,- "862 'FL ,0"1,,:
SU'iCO\1 572,62[)()
2379 Broad Street, Brooksvllle. F!ondfl 34604-6899 '
,352: 796-7211 or 1800-423-1476 ~FL only'
SLJNCOM 628-4150 TDD only 1.800.2316103 ,FL only;
World Wide Web: http://w.N\.i.swfwrnd.state.fl.us
Venice Service Office
115 C()rp':1r~tlon 'tV2.y
Venice.. FJur!ca 34292':~52":'
;941.' 4S6 1212 Or
1.800.320.3~O:-t I:Fl or.l~"
SU~,CO\1 526.6:300
Lecanto Service Office
3600 \'\.eSi Soverelgr P,:jT"1
Suite 226
Lecal'to, Hnricla34451807(1
,352: 527-,glJ':
SL:NCOM '3'373271
NOTICING PACKET PUBLICATION INFORMATION
PLEASE SEE THE REVERSE SIDE OF THIS NOTICE FOR A LIST OF
FREQUENTLY ASKED QUESTIONS (FAQ)
NOTICE OF FINAL AGENCY ACTION BY
THE SOUTHWEST ,FLORIDA WATER MANAGEMENT DISTRICT
Notice is given that the District's Final Agency Action is approval of the
on
acres to serve
known as
The project is located in
County, Section(s)
Township
South, Range
East. The permit applicant
is
whose address is
The permit No. is
The file(s) pertaining to the project referred to above is available for inspection Monday through
Friday except for legal holidays, 8:00 a.m. to 5:00 p.m., at the Southwest Florida Water Manage-
ment District (District)
NOTICE OF RIGHTS
Any person whose substantial interests are affected by the District's action regarding this permit
may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida
Statutes (F.S.), and Chapter 28-106, Florida Administrative Code (F.A.C.), of the Uniform Rules of
Procedure. A request for hearing must (1) explain how the substantial interests of each person
requesting the hearing will be affected by the District's action, or final action; (2) state all material
facts disputed by each person requesting the hearing or state that there are no disputed facts;
and (3) otherwise comply with Chapter 28-106, F.A.G. A request for hearing must be filed with
and received by the Agency Clerk of the District at the District's Brooksville address, 2379 Broad
Street, Brooksville{ FL 34604-6899 within 21 days of publication of this notice (or within14_days_ for
an Environmental Resource Permit with Proprietary Authorization for the use of Sovereign Sub-
merged Lands). Failure to file a request for hearing within this time period shall constitute a
waiver of any right such person may have to request a hearing under Sections 120.569 and
120.57,F.S.
Because the administrative hearing process is designed to formulate final agency action, the filing
of a petition means that the District's final action may be different from the position taken by it in
this notice of final agency action. Persons whose substantial interests will be affected by any
such final decision of the District on the application have the right to petition to become a party to
the proceeding, in accordance with the requirements set forth above.
Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the
District's final action in this matter is not available prior to the filing of a request for hearing.
42,00-039 (Rev 03.'(1)
CHAPTER 50, FLORIDA STATUTES
LEGAL AND OFFICIAL ADVERTISEMENTS
50.011 Where and in what language legal notices to be published.
5Q.021 Publication when no newspaper in county.
50.031 Newsp~pers in which legal notices and process may be published.
50.041 Proof of publication; uniform affidavits required.
50.051 Proof of publication; form of uniform affipavit.
50.061 Amounts chargeable.
50.071 Publication costs; court docket fund,
--sii.011 Where and in what language legal notices to be published.-
Whenever by statute an official or legal advertisement or a publication, or notice in a newspaper has been or is directed or permitted
in the nature of or in lieu of process, or for constructive service, or in initiating, assuming, reviewing, exercising or enforcing jurisdiction
or power, or for any purpose, including all legal notices and advertisements of sheriffs and tax collectors, the contemporaneous and
continuous intent and meaning of such legislation all and singular, existing or repealed, is and has been and is hereby declared to be and
to have been, and the rule of interpretation is and has been, a publication in a newspaper printed and published periodically once a week
or oftener, containing at least 25 percent of its words in the English language, entered or qualified to be admitted and entered as
lsecond-class matter at a post office in the county where published, for sale to the public generally, available to the public generally for
the publication of official or other notices and customarily containing information of a publiC character or of interest or of value to the
residents or owners of property in the county where published, or of interest or of value to the general public.
History.-s. 2, ch. 3022, 18n; RS 1296; GS 1727; s. 1, ch. 5610, 1907; RGS 2942; s.1, ch. 12104, 1927; CGL 4666,4901; s. 1,
ch. 63-387; s. 6, ch. 67-254,
'Note.-Redesignated as .Periodicals. by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.01.
50.021 Publication when no newspaper in county.-
When any law, or order or decree of court, shall dfrect advertisements to be made in any county and there be no newspaper published
in the said county, the advertisement may be r;nade by posting three copies thereof in three different places in said county, one of which
shall be at the front door of the courthouse, and by publication in the nearest county in which a newspaper is published.
History.-RS 1297; GS 1728; RGS 2943; CGL 4667; s. 6, ch. 67-254.
Note.-Former s. 49.02.
50.031 Newspapers in which legal notices and process may be published.-
No notice or publication required to be published in a newspaper in the nature of or in lieu of process of any kind, nature, character
or description provided for under any law of the state, whether heretofore or hereafter enacted, and whether pertaining to constructive
service, or the initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, by any court in this state, or any notice of sale
of property, real or personal, for taxes, state, county or municipal, or sheriff's, guardian's or administrator's or any sale made pursuant
to any judicial order, decree or statute or any other publication or notice pertaining to any affairs of the state, or any county, municipality
or other pOlitical subdivision thereof, shall be deemed to have been published in accordance with the statutes providing for such
~ publication, unless the same shall trave been published for the prescribed period of time required for such publication, in a newspaper
which at the time of such publication shall have been in existence for 1 year and shall have been entered as 'second-class mail matter
at a post office in the county .where published, or in a newspaper which is a direct successor of a newspaper which together have been
so published; provided, however, that nothing herein contained shall apply where in any county there shall be no newspaper in existence
which shall have been published for the length of time above prescribed. No legal publication of any kind, nature or description, as herein
defined, shall be valid or binding or held to be incompliance with the statutes providing for such publication unless the same shall have
been published in accordance with the provisions of this section. Proof of such publication shall be made by uniform affidavit.
History.-ss. 1-3, ch. 14830, 1931; CGL 1936 Supp. 4274(1); s. 7, ch. 22858,1945; s. 6, ch. 67-254; s.1, ch. 74-221.
'Note.-Redesignated as .Periodicals. by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.03.
50.041 Proof of pu6lfcation; uniform affidavits requirecl.-
(1) All affidavits of publiShers of newspapers (or their official representatives) made for the purpose of establishing proof of publication
of public notices or legal advertisements shall be uniform throughout the state.
(2) Each such affidavit shall be printed upon white bond paper containing at least 25 percent rag material and shall be 8~ inches
in width and of convenient length. not less than 5~ inches. A white margin of not less than 2~ inches shall be left at the right side of each
affidavit form and upon or in this space shall be substantially pasted a clipping which shall be a true copy of the pUblic notice or legal
advertisement for which proof ,is executed. ,
(3) In all counties having a population in excess of 450,000 according to the latest official decennial census. in addition to the charges
which are now or may hereafter be established by law for the publication of every official notice or legal advertisement, there may be a
-charge not to exceed $2 for the preparation and execution of each such proof of publication or publisher's affidavit.
History.-s. 1, ch. 19290, 1939; CGL 1940 Supp. 4668(1); s. 1, ch. 63-49; s. 26,ch. 67-254; s. 1, ch. 76-58.
Note.-Former s. 49.04.
50.051 Proof of publication; form of uniform affidavit.-
The printed form upon which all such affidavits establishing proof of publication are to be executed shall be substantially as follows:
42,00-039 (Rev 031(1)
PART n HEARINGS INVOLVING
DISPUTED ISSUES OF MATERIAL FACT
28-106.201 Initiation of Proceedings.
(1) Unless otherwise provided by statute, initiation of
proceedings shall be made by written petition to the agency
responsible for rendering final agency action. The term
"petition" includes any document that requests an evidentiary
proceeding and asserts the existence of a disputed issue of
material fact. Each petition shall be legtble and on 8 ~ by II
inch white paper. Unless printed, the impression shall be on
one side of the paper only and lines shall be doublC-:spaced.
(2) All petitions filed under these roles shall contain:
(a) The name and address of each agency affected and
each agency's file or identification number, ifknown;
(b) The name, address, and telephone number of the
petitioner; the name, address, and telephone number of the
petitioner's representative, if any, which shall be the address
for service purposes during the course of the proceeding; and
an explanation ofhow the petitioner's substantial interests will
be affected by the agency determination; ,
( c) A statement of when and how the petitioner received
notice of the agency decision;
(d) A statement of all disputed issues of material fact If
there are none, the petition must so indicate;
(e) A concise statement of the ultimate facts alleged,
including the specific facts the petitioner contends warrant
reversal or modification of the agency's proposed action;
(f) A statement of the specific roles or statutes the
petitioner contends require reversal or modification of the
agency's proposed action; and '
(g) A statement of the relief sought by the petitioner,
stating precisely the action petitioner wishes the agency to
take with respect to the agency's proposed action.
(3) Upon receipt of a petition involving disputed issues of
material fact, the agency shall grant or deny the petition, and
if granted shall, unless otherwise provided by law, refer the
matter to the Division of Administrative Hearings with a
request that an administrative law judge be JSSigned to
conduct the hcaring..1he request shall be accompanied by a
copy of the petition and a copy of the notice of agency action.
(4) A petition shall be dismissed if it is not in substantial
compliance with subsection (2) of this role or it has been
untimely filed. Dismissal of a petition shall, at least once, be
without prejudice to petitioner's filing a timely amended
petition curing the defect"tmIess it conclusively appears from
the face of the petition that the defect cannot be cured.
(5) The agency shall promptly give written notice to all
parties of the action taken on the petition, shall state with
particularity its reasons if the petition is not granted, and sha1l
state the deadline for filing an amended petition if applicable.
Specific Authority 120.54(3), (5) F.S. Law Implemented
120.54(5), 120.569, 120.57 F.S. History-New 4-1-97,
Amended 9-17-98.
PART m PROCEEDINGS AND HEARINGS
NOT INVOLVING DISPUTED ISSUES OF
MATERIAL FACT
28-106.301 Initiation of Proceedings
(I) Initiation of a proceeding shall be made by written
petition to the agency responsible for rendering final agency
action. The term "petition" includes any document which
requests a proceeding. Each petition shall be legtble and on
8 ~ by II inch white paper or on a form provided by the
agency. Unless printed, the impression shall be on one side of
the paper only and lines shall be double-spaced.
(2) All petitions filed under these roles shall contain:
(a) The name and address of each agency affected and
each agency's file or identification number, ifknown;
(b) The name, address, and telephone number of the
petitioner; the name, address, and telephone number of the
petitioner's representative, if any, which shall be the address
for service pwposes during the course of the proceeding; and
an explanation ofhow the petitioner's substantlaI interests will
be affected by the agency determination;
(c) A statement of when and how the petitioner received
notice of the agency decision;
(d) A concise statement of the ultimate facts alleged,
including the specific facts the petitioner contends warrant
reversal or modification of the agency's proposed action;
(e) A statement of the specific roles or statutes the
petitioner contends require reversal or modification of the
agency's proposed action; and
(f) A statement of the relief sought by the petitioner,
stating precisely the action petitioner wishes the agency to
take with respect to the agency's proposed action.
(3) If the petition does not set forth disputed issues of
material fact, the agency shall refer the matter to the presiding
officer designated by the agency with a request that the matter
be scheduled for a proceeding not involving disputed issues
of material fact. The request shall be accompanied by a copy
of the petition and a copy of the notice of agency action.
(4) A petition shall be dismissed if it is not in substantial
compliance with subsection (2) of this Rule or it has been
untimely filed. Dismissal of a petition shall, at least once, be
without prejudice to petitioner's filing a timely amended
petition curing the defect, unless it conclusively appears from
the face of the petition that the defect cannot be cured.
(5) The agency shall promptly give written notice to all
parties of the action taken on the petition, shall state with
particularity its reasons if the petition is not granted, and shall
state the deadline for filing an amended petition if applicable.
Specific Authority 120.54(5) F.S. Law Implemented
120.54(5), 120.569, 120.57 F.S. History-New 4-1-97,
Amended 9-17-98.
42.00-028 (10/99)
,. -
EXHIBIT" A"
1 . All activities shall be implemented as set forth in the plans. specifications and performance criteria as approved
by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall
constitute a violation of this permit. '
2. This permit or a copy thereof , complete with all conditions. attachments. exhibits. and modifications, shall be kept
at the work site of the permitted activity. The complete permit shall be available for review at the work site upon
request by District staff. The Permittee shall require the contractor to review the complete permit prior to
commencement of the activity authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does not cause violations of state water
quality standards. The Permittee shall implement best management practices for erosion and a pollution control
to prevent violation of state water quality standards. Temporary erosion control shall be implemented prior to
~ and during construction, and permanent control measures shall be completed within 7 days of any construction
activity. Turbidity barriers shall be installed and maintained at all locations where the possibility of transferring
suspended solids into the receiving waterbody exists due to the permitted work. Turbidity barriers shall remain
in place at all locations until construction is completed and soils are stabilized and vegetation has been
established. Thereafter the Permittee shall be responsible for the removal of the barriers. The Permittee shall
correct any erosion or shoaling that causes adverse impacts ,to the water resources.
4. Water quality data for the water diSCharged from the Permittee's property or into the surface waters of the state
shall be submitted to the District as required by the permit. Analyses shall be performed according to procedures
outlined in the current edition of Standard Methods for the Examination of Water and Wastewater by the
American Public Health Association or Methods for Chemical Analyses of Water and Wastes by the U.S.
Environmental Protection Agency. If water quality data are 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
volume discharged from the property or into surface waters of the state.
5. District staff must be-notified in advance of any proposed construction dewatering. If the dewatering activity is
likely to result in offsite discharge or sedimenttransport into wetlands or surface waters, a written dewatering plan
must either have been submitted and approved with the permit application or submitted to the District as a permit
prior to the dewatering event as a permit modification.' A water use permit may be required prior to any use
exceeding the thresholds in Chapter 40D-2, FAC.
6. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as
practicable in portions of the site where construction activities have temporarily or permanently ceased. but in
no case more than 7 days after the cQnstruction activity in that portion of the site has temporarily or permanently
ceased.
7. Off-site discharges during construction and development shall be made only through the facilities authorized by
this permit. Water diSCharged from the project shall be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules satisfactory to the District.
8. The Permittee shall complete construction of all aspects of the surface water management system, including
wetland compensation (grading, mulching, planting), water quality treatment features. and discharge control
facilities prior to beneficial occupancy or use of the development being served by this system.
ERP General Conditions
Individual, Standard General, Minor Systems
Page 1 of 3
44,00-023 (Rev, 02100)
.;;
18. This permit does not convey to the Permittee or create in the Permittee any property right, or any interest in real
property, nor does it.authorize any entrance upon or activities on property which is not owned or controlled by
the Permittee, or convey any rights or privileges other than those specified in the permit and Chapter 400-4 or
Chapter 400-40, FAC.
19. The Permittee is hereby advised that Section 253.n, F.S., states that a person may not commence any
excavation, construction, or other activity involving the use of sovereign or other lands of the state, the title to
which is vested in the Board of Trustees of the Intemallmprovement Trust Fund without obtaining the required
lease, license, easement, or other form of consent authorizing the proposed use. Therefore, the Permittee is
responsible for obtaining any necessary authorizations from the Board of Trustees prior to commencing activity
on sovereignty lands or other state-owned lands.
20. The Permittee shall hold and save the,District harmless from any and all damages, claims, or liabilit!~s which
may arise by reason of the activities authorized by the permit or any use of the permitted system.
21 . _ Any delineation of the extent of a wetland or other surface water submitted as part of the permit application,
including plans or other supporting documentation, shall not be considered binding unless a specific condition
of this permil or a formal determination under section 373.421 (2), F.S., provides otherwise.
22. The Permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of
ownership or control of the petmitted system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the requirements of Rule 400-4.351, FAC. The
Permittee transferring the permit shall remain liable for any corrective actions that may be required as a result
of any permit violations prior to such sale, conveyance or other transfer.
23. Upon r :.lscnable notice to the Permittee, District authorized staff with proper identification shall have permission
to enter, inspect, sample and test the system to insure conformity with District rules, regulations and conditions
of tho pFlrmit::i.
24. If histor:.;al or archaeological artifacts are discovered at any time on the project site, the Permittee shall
immed:ntely notify the District and the Florida Department of State, Division of Historical Resources.
25. The Permitte'J shall immediately notify the District in writing of any previously submitted information that is later
discovered to be inaccurate.
ERP General Conditions
Individual, Standard General, Minor Systems
Page 3 of 3
44,00-023 (Rev, 02100)
PASCO COUNTY, FLORIDA
SCHOOL IMPACT FEE
Ordinance No. 01-06
Effective: February 28, 2001 at 2:08 p.m.
Permit No,
1J/f'19
Date Permitted: <t? -;:J O-V I
Builder Name/Owner Name ~~ Ol9n~//
Parcel 10: S ~1- T -t25" R d I Sub,Dloo Blk,Ol'WoLot 2JDc9D
Address/Location: 74 fa!, C21ti.,e./.-,.! 00;<2-)
Subdivision:
Cla~sificationlTyp~ of Use:
)t Single-Family Detached House
I:l Mobile Home
I:l Other Residential
I:l Collection Fee
(056) It 94 ~
(057)
(058)
(1~3)
$ 16~r tp~
Exempt:
Total Fe~
Yes 1 No
How Determined:
Prepared By C'z? U,,'~~
Checked By:
The above impact fee has been established pursuant to the Pasco County
School Impact Fee Ordinance No, 01-06 as adopted by the PascQ County Boal
of County Commissioners. This amount is payable PRIOR to the issuance of a
Certificate of Occupancy or where a Certificated of Occupancy is not required
PRIOR to the final inspection,
NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL
INSPECTION PERFORMED UNTIl-THE TOTAL AMOUNT LISTED HAS BEEN
PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING OFFICE OF
PASCO COUNTY.
ACknowledgement below does not imply acceptance or concurrence, but simply
receipt of a copy of this form, placing the building permit owner on notice of this
assessment and the conditions of payment for same.
/ ~-I-_12J______n_
Date
G.U~~
Received By
OFFICE USE ONLY
RECEIPT NO, 1~:29'/ DATE I~ -)/-DI
ByG?~~
White, Canary
Customer Finance
Green
School Board
Pink
Inspection
PC01045114