00-0495 MIAMI-/DADE W ATE R AND SWER(( DEPARTMENT I
P.O.Box 330316,Miami,Florida 33233-0316•3575 S.LeJeune Road•Tel:305-665-7471 -•
VERIFICATION FORM f QS�
�fU�(U�6
^ _ SERVE•CONSERVE EXPIRES ONE YEAR FROM DATE OF FORM
ATLAS PAGE:M-17 PSF INV#:N/A INV#: DATE:January 17,2001
NAME OF OWNER: SAMCACE L.L.C.
PROPERTY ADDRESS: 55XX SW 65 COURT
" TYPE OF USAGE\NUMBER OF UNITS: 3 UNIT TOWNHOUSE REPLACING VACANT PROPERTY
PREVIOUS FLOW: 0
PROPOSED FLOW: 750
PREVIOUS SQUARE FOOTAGE: N/A
PROPOSED SUARE FOOTAGE: N/A
NEW CONSTRUCTION?: YES
INTERIOR RENOVATION?: NO
PROPERTY LEGAL: 09-4024-000-0690 Lot 2
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) 8 WC14
WATER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE 4M:*ILLING TO S E TAE;
SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INJO SEt,4AC OF )ATW
FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 17208 SUBJECT T"mOHIBITIONs.
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF W=r:$UPN*y OR:
WITHDRAWAL. SERVE ♦ CONSERVE
` us ne� 0 . .00 00
Nw B es nRed t' de:.
......
BY:
SIGNATUR9 OF REPRESENTATIVE AUTHOR47-tVSTAMP.".'. '.
'
NEW BUSINESS COMMENTS:CC'S DUE UPON METER REOUEST •' :
PLANS REVIEW COMMENTS: :0000: •
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) INCH
GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO
SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE
OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 117208 SUBJECT TO
PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE
DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT=S SYSTEM MUST BE
OBTAINED FROM DERM. THE ANTICIPATE§ERNE A`TEReOg EWAff FLOW FOR THIS PROJECT WILL BE 750
GALLONS PER DAY. J
BY:
SIGNATURE OF REPRESENTATIVE AUTHORIZED STAMP
NEW BUSINESS COMMENTS:OON-0754 SEPTIC TANK APPROVAL PERMIT#DATED 3/6/00
PLANS REVIEW COMMENTS:
_ + CUSTOMER: EDUARDO GOUDIE REP: CYNTHIA R SMITH,New Business Rep
PHONE: 305-663-1122 PHONE: 305-669-7701
FAX: 305-669-7699
STATE OF FLORIDA PERMIT NO.(X1/J
DEPARTMENT OF HEALTH DATE PAID:
FEE PAID: Z-Q(7
ONSITE .SEWAGE TREATMENT AND DISPOSAL SYSTEM RECEIPT: #: - z
CONSTRUCTION PERMIT
� �CONSTRUCTION PERMIT FO
w [ New System [ .] Existing System Holding., Tank .. [N] Inaovative :
1, [ Repair [ ] Abandonment [ 1 Temporary . [. ]
APPLICANT: .CAC e t-` °t. . C
5 .X S . Gl35
PROPERTY ADDRESS:
LOT: Z BLOCK: SUBDIVISION: I �F`' + �Q t�s �1 'P.. .Jb (tlt swibh
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
/
1 -616 �:� [OR.TAX ID NUMBER]
SYSTEM: MUST BE CONSTRUCTED .IN ACCORDANCE: WITH SPECIFICATIONS AND ST 9 OF,:tawfON 3".0065,
F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF-SYSTEM DOES' NOT :GUARANIPEE•SAFT*FACfiORY`
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE: IN MATERIAij FACTS WHICH SERVIDD•AS A.'
BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIPr •THE PERMIT APPTIICATION.
:SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT. BEING MADE NULL'. AND VOID'. fSSUA=,0f THIS PERMIT
-DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER-.FEDERAL; ITATE, , OR LOCAL P9MfTTING
-REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. •��'�. •��•� '',
-"STEM DESIGN AND SPECIFICATIONS �..••� �••..� ;
T [ �!] GALLONS / GPD EPTIC T AEROBIC, UNIT CAPACITY' �MULTNClIAMBERED N.-SERI31 :X ]
A [ ] .GALLONS /. GPD CAPACITY MULTI-CHAMBERED/IN-SERIES'' [ ]
N -[ GALLONS GREASE -INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:.' 1250 'GALLONS]
-.,. ..
' K .[!,.-- ) GALLONS DOSING TANK CAPACITY [ ]GALLONS @ [ ] DOSES PER 24 HRS # PUMPS [ ]`
SQUARE FEET PRIMARY DRAINFIELD SYSTEM
R I ] SQUARE FEET SYSTEM
A TYPE SYSTEM: [: ] STANARD [ FILLED [. ] MOUND
I CONFIGURATION: [ ) TRENCH . [. . BED [ ] :
F LOCATION OF BENCHMARK: .G #'•
I .ELEVATION .OF PROPOSED: SYSTEM SITE "[/7. U] NCHES 'T] QABOVE BELOW] tEN REFERENCE POINT'
E BOTTOM OF DRAINFIELD TO BE [,?/ 01 /FT] .JABOVE LO E REFERENCE POINT
L ,}
D FILL.REQUIRED: INCHES EXCAVATION REQUIRED: .[- Z ] INCHES
o ` v t i S. WSTALL &. OF LOAMY COARSE SAPID WK
LA
H e W {- ! O -P y - dY r� ,� l ,
INVERT r
: g s t r. -9 t U t S t _41__ ri1 J ' L► r ..ra a¢i
2
�- CIA - --
R ft.�.. U l ! o e t" 1' +a n° , LL SE
AT:LErAST 2.0 FEEY.iRD a LOPlO AR T
SPECIFICATIONS BY: 5�UNN ��JREN�� �
. ;
'PROVED BY: / TITLE: - /tit / f CHD
DATE ISSUED: . EXPIRATION DATE:" ` Q�
: DH 4016, 12/99 (Page 1) (Previous Editions,May Be. Used) Page 1 of .3
Health Department
pt.2: Applicant
pt:.3' Installer/Contractor -
pt.4: Building Department
INSTRUCTIONS:
PERMIT NUMBER: Permit tracking number assigned by CPHU. j
CONSTRUCTION i
PERMIT FOR: Check type of permit,if"Other"specify type in blank.
r
APPLICANT: Property owner's full name. 'y
TELEPHONE: Telephone number for applicant or agent
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.Box or street mailing address for applicant or agent.
LOT,BLOCK,SUBDIVISION or
PROPERTY ID#: 27 character id number for property.(CHD may require property appraiser ID#or section/township/rangelparcel number)
-AW EM DESIGN AND
;SA IFICATIOjq.Ss. i
•••• •••• • ••
;TANK, • • Minimum specifications from Chapter 64E-6,FAC.
DRATNBIELD: • �Minitnum specifications from Chapter 64E-6,FAC.
Q�tlfLslt: • • ••Oth&specifications,such as operating permit requirements,low-volume flush toilets,variance provisos.
$T't"PICATIONSV': ; Nam;of individual providing specifications. If designed by a registered engineer must be sealed.
9:00 00
*I-VOeVED BV: • • County Health Department(CHD)personnel reviewing and approving permit.
PAP ISSUED!••••0 •0 Piv ►ermit is issued by CHD
•
EXPHt4TION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date
issued.
t"t• 7 f"�'� r 3 r f 4"'
i - STATErr. 'F, FL61ft A ` PERMIT # JD W - 0,T54
DEPARTMENT OF HEALTH
=o
ONSITT E SEWAGE DISPOSAL SYSTEMS
SITE EVALUATION AND SYSTEM SPECIFICATIONS
000 wE's�' , y
AGENT: �Avt� CE
2A
C.
T 110 . _ TFN7A ?,v
' :_ BLOCK: SUBDIVISION:`' `
�htllvv OAKS )fig JJ� yt>e�:1
Z4 54 4 0
PROPERTY ID #: f -'-, CY [Section/Township/Range/Parcel- No. or Tax ID Number]
155xx Sw, (05tH Ct t:Alm1�; L 33£55
_____ _____________________--
TO BE COMPLETED-BY ENGINEER, HEALTH UNIT EMPLOYEEN OR OTHER QUALIFIED PERSON. ENGINEER'S 'MUST.,.:.
,,."PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
--------------=----------- ------------ --------------------------------------------------------------
PROPERTY SIZE CONFORMS TO SITE PLAN: —,,YES NO NET USABLE AREA AVAILABLE• 0.122 ACRES
TOTAL ESTIMATED-'SEWAGE FLOW: app - GALLONS PER DAY [RESIDENCES-TABLE 1 / OTHER-TABLE 2]
.,AUTHORIZED SEWAGE FLOW:• 30 (p GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE
UNOBSTRUCTED AREA AVAILABLE: Js'T7 SQFT UNOBSTRUCTED AREA RE4,161 65(0x,-3°j SPFT
ENCHMAKREFERENCE'yPOINT LOCATION: I�.�} kIGV17 p 1 ?eYSCC1i0-A G I SW Sb t• o ec�t� ,�o iVt¢ "
ELEVATION OF PROPOSED SYSTEM"SITE IS 11.4 ° INCHE /FT] [ABOVE/BELOW] BENCH Y RE�i E PdINT
« �
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM To TV FOLI,OWWG FEATURES:
SURFACE WATER: WoV1e FT DITCHES/SWALES: bone FT NORMALLY WET? '['"f*YES NO
WELLS: PUBLI._: FT LIMITED ,USE: FT PRIVATE: FT +NON-POSE: FT
BUILDING FOUNDATIONS: Q.Qr FT PROPERTY LINES: 5•o FT POTAVLE IATER0�EtIWS: *****or FT
a ,SZVE.SUBJECT TO FREQUENT FLOODING:: [ ] YES PpG] NO 10 YEAR FLOODING?. "r111, YES*," NO
--EAR FLOOD ELEVATION FOR SITE: 7.2' FT MSL NGVD SITE ELEVATIMPo'( FT 14SLf GVD
�s f w•s�
r
SOJM, PROFILE INFORMATION SITE 1 SOIL PROFILE INFO WTION SITE 2
r:
resell #/Color Texture Depth Munsell #/Color Texture Depth
K)/A -Druis T-t1.4 0'+_.,to 8" acai`►s + ��, to
10 `�iz '�1 Lonnl SM48 °v to �J 1 �-
� 0�2 5/2 �.or+nty Sc1+1�1 �:
QyNis11 1onou111 ll to 110' 3YA11611 brawn tom
Z L w+bs+o We To Y l� �j/2 0>71rih n e to *-
I,ieyw tanle bVAwri '4,to Ver{ )We Irnowyl t to
.A to to
t0
t0 it 'F to
to 7ztt it � to Ila"
USDA SOIL SERIES: Vy6)ij nttcl USDA SOIL SERIES: Jit6A"lntid
94r.33xOt.eW of xree,4946.(vatt 333.34
715'''1 5)•a 3' PKw Ztrex .360.73 j415 0 /4 35t,o
OBSERVED WATER TABLE: INCHES [ABOVE / ELOW EXISTING GRADE. TYPE: PERCHED / APPARENT
m ESTIMATED WET SEASON WATER TABLE ELEVATION: 141. {0 INCHES ( ABOVE BELOW EXISTING GRADE.
:`'4HIGH.-.MATER TABLE VEGETATION: [ ] YES NO MOTTLING: [ ] YES D-.0 NO DEPTH: (y— INCHES
y '
':..SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING: 0.7 DEPTH OF EXCAVATION: 72" INCHES
< .:DRAINFIELD CONFIGURATION: [ ] TRENCH BED [ ] OTHER (S1P�ECIFY.)
REMARKS/AD ITIONAL CRITERIA: # 1�t0 re re5 ��+�ive�elTrr Ito rC ,irecl laK as vncirl���rs
I o,-A,6n P1,002 3 1fl' 'E�5 �101?11 WPS 0�4 tho ,l,he E M0 10e1190,m �10 6h0u \VM661w irdn-re
v} Vpt e3o' kiorlh nl soli h prop line X Snt�1e n�drPSS or 9d 'era�1• Il1t+ s w"/`)?13 a
At v, 2235 . 34 0 3 3edrooms , p .)y 0, It t.
? 11 r J X It(Oit1 t2rmnlsJ�'+'?s1�ou w7+ PY saes qoS +sn
`? t (.p' o hd r e�rrctl rP 411 Su>•Vt g ,
SITE EVALUATED BY': �:Arrtrg��. ��' X !� tt� t '' DATE:04, 1 00
U Page 3 of 3
DH 4015,10/96(Replaces HRS-H Form-4015[Page 3]which may be used)
(Stock Number: 5744-003-4015-1)
IN.STRUC'I IONS:
PFRMIT NUM 3 ER: Permit tracking number by County health I3epartmeut.
APPLICANT: Property owners full name.
A0FNT Property owncr's legally authorized representative. 1 .�
LOT( BLOCK, Sf BDI VISION 7 Lot, block, and subdivision for Iot. v
PROPERTY IF)NU'NIBER: 27 character number for property (property appraiser II)number or scctionitownship!rangelparcel number).
PROPI RfY SIZE: Chcck if property at site conforms to subntaitted site plait. Record net usable area available-lot area exclusive of
all paecd areas and prepared road betas within public rights-of'-way or casenients and exclusive of streams, lakes.
normaily suet drainage ditches,marshes,or other such bodies of water.
SLWAGF 1=1.0)4: Rccorc9 the cstinnatad sewage flow for the establishment from'fable I (residence)or-Table 2 (nom-residential),
• • Chapter 100-6, FAC:. Record the authorised sewage now for the lot based on net usable area and water supply
0000•• t 1500 gallons per day per acre for private water supplie"and 2500 -pd per acre for public water supplies). It'
••+• 0000 : : : aaatine,ri d sewage flow dries not equal or exceed ilw estimated sewage flow,the application must be denied.
••.• 0000 • ••
Vp,A011`, RUC'II ARsA: • Recm'd the square feet ofunobstructed area available and tire amount required, Unobstructed area must be at
• • 0000•• lca=t 2 times as large zi the drairnf-reld absorption area and<t least 7- percent of the unobstructed area most meet
0000 • • • p'
• • i •0i natfai.natma setbacks in Chapter 10I)-O FAC. The unohctructed area must be contiguous to the draintield.
E3�T""`°�fTARI.*J,'Vi rCJA'FK)iv: • Record the location of the benchmark. Ifusing a surveyor's benchmark record the actual elevation. Record the
•• • •• 0000 eli;vatiorn of the,proposed system site in relation(above or below)to the benchmark.
• • • • • •
0000•• • •• • •
VS1NI,%t11nt Sh'I FlAmCKS: • • Record ruinknuru setbacks which can be mect to all listed features_ Actual measurements most be recorded or
:0000: 0000 •
"N"A"for nonapplicable features. Features oil site plan or within 75 feet of`the applicant lot anus; be measured.
••••0
000000
°fire Ee�c at'sr�n of any public drinkine, well wjtlun 'lis0 feet of the applicant's lot roust also be verified.
0 •
0000• • • • •
1'0( ) INFORNIATIO'*: 00•00•Record information on lot's subject to flooding. 'For lots subject to flooding record 10 year flood elevation for
•
000•
0• *site and actual site elevation
•
SOIL PROFILE INFORMATION: T-, o soil profiles within the proposed absorption area to a minimarn, depth of 6 feet or refusal are required. Sail
identification will use U,-,DA Soil Classificatiorn.mcthodology (IMunsell colors and USDA soil textures), Refusals
rnnus: be clearly documented. Provide USDA soil series if atixailable. record"LANK"if the series cannot be
detcrmined.
%VATFR TA131_E Record the depth of ttac observed water table at the time of the evaluation. Mark"perched"or"apparcnC as
appropriate. Record the estimated wel season water table elevation batted on site evaluation, USI.,A soil maps,
and historical information. Indicate if there is high water table vegetation present. indicate if mottling is present
and depth.
5011, FEXTUREi: Rccord soil texture or loading we for sysienn siring,>-
DEPTH OF UX£'AVATION: If applicable record depth of excavation required, Record "NA"it'not applicable.
f)RAINFIELD CONFIGURATION. Check drainfncld -onf➢guration required. If rather.=.peeify type.
ADDI"IIONAL C;2IJFRIA: Record any additional remarks pertinent to site or installation. fix, dosing required.
SITE EVALUATE-0 13Y. Signature of evaluator,title, and date of evaluation- Professional cnizincers must seat all documents submitted.
ELEVATION WORKSHEET ELEVATION OF BENCHMARK I REFERENCE POINT IS: � "#
BENCHMARK SITE; I
SITE 2 SITE 3
H.L g-j SHOT ( -j Sl3(:)"[
lip;
STATE OF FLORIDA PERMIT # 00
• _-__
DEPARTMENT .,OF HEALTH DATE .PAID G7
ONSITE .SEWAGE DISPOSAL SYSTEM FEE PAID $
z APPLICATION FOR CONSTRUCTION PERMIT RECEIPT. # r
Authority: Chapter 381, FS A Chapter 1OD-6, FAC Y
VWME
SIC- 03-740
`."`"7'JkPPLICATION .FOR:
sp tp< New System [ ] Existing System [ ] Holding Tank [ ] Temporary/Experimental
[ ] Repair' [ ] Abandonment [ ] Other(Specify)
APPLICANT: TELEPHONE'
M
AGENT: tv er"_" L205) 7 Y-0
MAILING ADDRESS: / � , W 0 is, ¢
------------- -------=--=-------- ----------- ------ ------------ -=------
;TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED,•AGENT. ATTACH $UI .4ING PJLM AND T•O.--SOALE
SITE PLAN SHOWING PERTINENT FEATURES REQUIRED BY CHAPTER 10D-6, FLORIDL AWINISTFIAMrVE COPAti
PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED SUBDIVISION, ATTACH J.PGAB DESCRIPTION. b&MED]
LOT BLOCK: SUBDIVISION: �q,� • •DATE Ur..o.
SUBDIVISION:. '••••e
o .
PROPERTY ID.,#: �j [Se�ctioa/To�wn�ship/Range/Paz�el*No. .�O�TfIITG. •,
PROPERTY SIZE.. ACRES . S ft 43560 PROPERTY WATER SUPPLY: • •PRIV `> PUBLIC
1PERTY STREET ADDRESS: _ f �C.� l..- f} : :•••:. ••�•••
DIRECTIONS- TO PROPERTY: --- • •
BUILDING. INFORMATION ] RESIDENTIAL [ J COMMERCIAL
Unit Type of No. of Building # Persons . Business Activity
No Establishment . Bedrooms Area Sgft Served For Commercial Only
Ljq
2
3
4
Garbage Grinders/Disposals Spas/Hot. Tubs [ ] :Floor/Equipment Drains_
f ] Ultra-low Volume Flush Toilets [ ] ,Other (Specify)
95
f
APPLICANT'S SIGNATURE: DATE: �3
DH 4015, 10/96(Replaces,HRS-H Form 4015[Page 11 which may be used) Page 1 Of 3-
(Stock Number 5744-0014015-1)- - - - - -
i Z
INSTRUCTIONS:
APPLICATION FOR: Check type of permit,if"Other"specify type in blank.
APPLICANT: Property owner's full name.
TELEPHONE: Telephone number for applicant or agent.
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.box or street,city,state and zip code mailing address for applicant or agent.
LOT,BLOCK, Lot,block,and subdivision for lot(recorded or unrecorded subdivision). If lot is not in a recorded subdivision,a copy of the lot
SUBDIVISION: legal description or deed must be attached.
DATE OF SUBDIVISION: Official date of subdivision recorded in county plat books(month/day/year)or date lot originally recorded. Dividing an approved
lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the tot.
PROPERTY ID#: 27 character number for property. (Health Department may require property appraiser ID#or section/township/range/parcel number.)
$RO*RTY SIZE: •&Net•t•able area of property in acres(square footage divided by 43,560 square feet)exclusive of all paved areas and prepared road
`••• 000000 i bids within public rights-of way or easements and exclusive of streams,lakes,normally wet drainage ditches,marshes,or other
••w• •••• ssuft bodies of water. Contiguous unpaved and noncompacted road rights-of-way and easements with no subsurface obstructions
• ••• may A included in calculating lot area.
WATER SUPPO: i Gheclaprivate or public.
• •+ •
+PROPERTY ADDRESS: JSjrg�address for property. For lots without an assigned street address,indicate street or road and locale in county.
• • ••
• DIRECTIONS: • `Provile detailed instructions to lot or attach an area map showing lot location.
•••••• •••• •
i BUILDING INF WATION:•f] e&-Oresidential or commercial.
TYTE ESTABLISHMENT: L st lype of establishment from Table H,Chapter 10D-6,FAC. Examples: single family,single wide mobile home,restaurant,
doctors office.
•
NO.BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for
occupants.
BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit,excluding garage,carport,exterior storage shed,or open or fully
screened patios or decks. Based on outside measurements for each story of structure.
k PERSONS: Number of persons residing,using,or working in establishment. For residential establishment,2 persons per bedroom are
assumed.
BUSINESS ACTIVITY: For commercial applications only. List number of employees,shifts,and hours of operation,or other information required by
Table II,Chapter 1013-6,FAC.
FIXTURES: Mark each listed fixture with number installed or"NA"if not applicable.
SIGNATURE: Signature of applicant or agent. Date application on day submitted to Health Department with appropriate fees and attachments.
ATTACHMENTS: A site plan drawn to scale,showing boundaries with dimensions,locations of residences or buildings,swimming pools,recorded
easements,onsite sewage disposal system components and location,slope of property,any existing or proposed wells,drainage
features, filled areas,obstructed areas,and surface water. Location of wells,onsite sewage disposal systems,surface waters,and
other pertinent facilities or features on adjacent property,if the features are with 75 feet of the applicant lot. Location of any
public well within 200 feet of lot.
For residences,a floor plan(residences)showing number of bedrooms and building area of each unit. For nonresidential
establishments,a floor plan showing the square footage of the establishment,all plumbing drains and fixture types,and other
features necessary to determine composition and quantity of wastewater.
MIAMI-DADE WATER AND SEWER DEPARTMENT
P.O.Box 330316,Miami,Florida 33233-0316•3575 S.LeJeune Road•Tel:305-665-7471
VERIFICATION FORM
07
- SERVE•CONSERVE EXPIRES ONE YEAR FROM DATE OF FORM
ATLAS PAGE:M-17 PSF INV#:N/A INV#: DATE:January 17,2001
NAME OF OWNER: SAMCACE L.L.C.
PROPERTY ADDRESS: 55XX SW 65 COURT
TYPE OF USAGE\NUMBER OF UNITS: 3 UNIT TOWNHOUSE REPLACING VACANT PROPERTY
PREVIOUS FLOW: 0
PROPOSED FLOW: 750
PREVIOUS SQUARE FOOTAGE: N/A
PROPOSED SUARE FOOTAGE: N/A
NEW CONSTRUCTION?: YES
INTERIOR RENOVATION?: NO
PROPERTY LEGAL: 09-4024-000-0690 Lot 3
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) 8 INCH
WATER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE
SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER
FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 17208 SUBJECT TO PROHIBITIONS
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR
WITHDR wAL. a SERVE ♦ CONSERVES
r nthia R. Smith
BY: r^�""i z 7 d
New Business Reprpegatiye
SIGNAT RE OF REPRESENTATIVE AUTHORIZED STAMP
NEW BUSINESS COMMENTS:CC'S DUE UPON METER REQUEST
PLANS REVIEW COMMENTS:
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) INCH
GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO
SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVCF.
OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMEVT.JD.# 117208 SUBJECT Tb
PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION:)V$R:MATT$RS.0F SEWA4ft
DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPART&MTOS SY%T.F"e MUST.S6
OBTAINED FROM DERM. THE ANTICIPATED DAILY WATER ND'/g SEWAGE FLOW FOR THIS PROJECT W4LL BE: 750
GALLONS PER DAY. SERVE ♦ �ON SERVE• ••••• •
. ....
.•....
SIGNATURE OF REPRESENTATIVE AUTHORIZEO STAMP.•• • •
. . .. . ......
NEW BUSINESS COMMENTS: OON-0763 SEPTIC TANK APPROVAL PERMIT#DATED 3/6/00 •• •• •
. .... ......
PLANS REVIEW COMMENTS: •..... .••••.
. . ....% . .
CUSTOMER: EDUARDO GOUDIE REP: CYNTHIA R SMITH;New Business Rep "•"•
PHONE: 305-663-1122 PHONE: 305-669-7701
FAX: 305-669-7699
STATE 'OF FLORIDA PERMIT NO _00 1J- Z P 3
DEPARTMENT OF HEALTH DATE PAID: 3-6
FEE PAID: Z 00, 0 V
ONSITE SEWAGE 'TREATMENT AND'.DIS.POSAL SYSTEM RECEIPT 3 2� k.
a CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FORS
[ X]. New System [/�] Existing;System [tj]_ Holding Tank. [�'] Innovative
[ ] Repair [r ] Abandonment: [ f`�1 Temporary [ ]
APPLICANT:. 4,21f i Cc CAL
PROPERTY ADDRESS: f�'(N �O C ,- t G.+n.e#� 1 . J
LOT: BLOCKS IJ _SUBDIVISION:
[SECTION, TOWNSHIP, RANG$, PARCEL NUMBER]
PROPERTY ID #: _ V' ^ T. O a [OR TAX ID NUMBER]
a SYSTEM -MUST BE CONSTRUCTED IN ACCORDANCE WITH..SPECIFICATIONS AND �STANDARDS: OF SECTION 381.-0065,
F.S.,. AND:CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM, 66ES NOT 'GUARANTEE SAFTISFACTORY.
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN.ANATERIAL FACTS, WHICH SERVED AS A
BASIS. FOR - ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION..
SUCH MODIFICATIONS MAY RESULT IN —THIS—PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT
DOES NOT ,:EXEMPT THE APPLICANT FROM COMPLIANCE WITH .OTHER FEDERAL, STATE, OR LOCAL- PERMITTING
REQIIIRED FOR DEVELOPMENT OF THIS PROPERTY:
-STEM DESIGN AND SPECIFICATIONS
T `[ 0] ALLON / GPD T AEROBIC' UNIT"CAPACITY 4ULTI-CHAbD3ERED/IN-SERIES [ Tl
A- [ ] GALLONS / GPD CAPACITY MULTI-CHAMBERED/,IN-SERIES [ ]
N [ — ] GALLONS•GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY .SINGLE TANK: 1250 GALLONS] -:
R [ °` j GALLONS DOSING TANK CAPACITY [,' ] GALLONS (1. [ ] 'DOSES PER 24 HRS # PUMPS
D [ 29 ] SQUARE FEET.,PRIMARY DRAINFIELD SYSTEM; •� •�•
R [ "" ] . SQUARE FE7iTANARD SYSTEM :••:•: : :
•
•
A TYPE SYSTEM: [ [. FILLED [ ] MOUND [ ] : : : •.•.•.� •• . •
I CONFiGURATION [ l TRENCH . [ BEE [ ]
N - 000006 • •
F LOCATION OF BENCHMARK: • :
:I ELEVATION OF .PROPOSED SYSTEM SITE [ FT]
���'•'(� a�IACH / OVS BELOW3: CFII�lARiC liFSRSNCE POINT
E BOTTOM OF DRAINFIELD TO. BE [ NCH FT] [ABOVE A QL j• ENCHMAM SFERENM•POINT .
L •000 .. •
D FILL REQUIRED: / �� 2 ' • 00000• •
Q E ] INCHES EXCAVATION REQUIRED: [7 ] INCI ES •0 0 '""'
ItdSTAlI 2" OF LOP14Y COARSE SAW •
0 1 rNJt� of � �c t� [ i �G�i s _ •
,�AT1rAPA �� ����F��ri.i7.0 0•. :••�•
T. ..H �WWYV .. ''0••000 •'r••._ • •
H eL c . li� _"Ike:0
C1
•� �� tot
q r-12 OF EMU
AT L EAS? 2 0 E�� 1 ` ln" vvbw
i 0 L1a �:Y� Q TRER7Cl1
SPECIFICATIONS BY:
�- l l + �
PROVED BY: I TITLE:. � -LJ- r CHD
-DATE ISSUED EXPIRATION DATE: .
DH 4016, 12/99 (Page 1) (Previous ,Editions May Be Used). Page l of 3
r _
pt.1: Health Department
pt.2:.Applicant .
pt.3: Installer/Contractor
pt..4: Building Department
r
w
c-
INSTRUCTIONS:
PERMIT NUMBER: Permit tracking number assigned by CPHU.
CONSTRUCTION
PERMIT FOR: Check type of permit,if"Other"specify type in blank.
APPLICANT: Property owner's full name.
f
TELEPHONE: Telephone number for applicant or agent
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.Box or street mailing address for applicant or agent.
LOT,BLOCK,SUBDIVISION or
PROPERTY ID#: 27 character id number for property.(CHD may require property appraiser ID#or section/township/range/parcel number)
SYSTEM DESIGN AND
SPECIFICATIONS:
TANK: Minimum specifications from Chapter 64E-6,FAC.
DRAINFIELD: Minimum specifications from Chapter 64E-6,FAC.
OTHER: Other specifications,such as operating permit requirements,low-volume flush toilets,variance provisos.
SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed.
APPROVED BY: County Health Department(CHD)personnel reviewing and approving permit.
DATE ISSUED: Date permit is issued by CHD
EXPHLATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date
issued.
•
•••••• • •• • •
•
• • •••• ••••••
•
J STATE OF FLORIDA , } ; .
r PERMIT # 00 N- 07(o,3
DEPARTMENT OF HEALTH
ONSITE SEWAGE.DISPOSAL .SYSTEM .
rcb" s�.fi IA S IT E -EVALUATION-AND SYSTEM SPECIFICATIONS
L C ,as E
.x jAhaCACr .C,
AGENT: N&ay l Cr,QA,
It Ty "BLOCK:; SUBDIVISION: rr !
ROPERTY ID # [.Section/Township/Ran�e/Parcel No. or Tax ID Number]
69 4024 000 0(090 r
_ 55Xx sw, 65 C h1;nt�n'{ � 33i 55
TO BE COMPLETED' BY 'ENGINEER, HEALTH UNIT EMPLOYEE OR OTHER QUALIFIED` PERSON. ENGINEER'S MUST
' PROVhDE REGISTRATION NUMBER AND 'SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
PROPERTY SIZE CONFORMS TO SITE PLAN: , YES [ ] NO NET USABLE AREA AVAILABLE: 0• ('75 ACRES
TOTAL ESTIMATED SEWAGE FLOW: 30o GALLONS PER DAY [RESIDENCES-TABLE 1 / OTHER-TABLE 21
x4 AUTHORIZED SEWAGE FLOW: 43'7, 2,' GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD/ACRE .
UNOBSTRUCTED AREA AVAILABLE: o�
9`OOB / t� J SQFT UNOBSTRUCTED AREA REQUIRED �{o Y: 23 a .,SQFT
ttTf ra$ f]oH-6-9f
BENCHMARK/REFERENCE POINT LOCATION: A. ` 1i ((� jl
� .. � 3J� 1,IrvD t)Y{11+iiprSC�"+''iflt1 D�Q'_S+.e�FSlo�h57. Pwi r<AJ ot,OFi:`L,tte i)Y -�
ELEVATION OF PROPOSED.SYSTEM 'SITE. IS. t3.8 ' '> INCHES FT] fBELOW] (RmC )/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE. MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES
"SURFACE. WATER: 100yi¢ FT DITCHES/SWALES: done FT NORMALLY WET? [' ] .YES NO
mss'WELLS: 'PUBLIC:' x',11 FT LIMITED USE: P.t 1� .FT PRIVATE: k;)�j p- FT NON-POTABLE: - oi,.{ FT
BUILDING FOUNDATIONS: 0:0 FT PROPERTY LINES.: FT , POTABLE WATER LINES: !�'_ � FT
SITE SUBJECT TO FREQUENT ,FLOODING: [ `]' YES . NO 10. YEAR •FLOODING? [ ] YES NO
EAR FLOOD ELEVATION FOR SITE.:� ,'z'. FT MSL NGVD SITE `ELEVATION: 15. 5 ` FT MSL(NGVD
WT 4.0' MGV1)
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
`a Munsell #/Color. Texture Depth Munsell #/Color Texture Depth
10 YR /2 Lonvcag SA Kv 0 to '�to
n 15l w to +3_ r3` s�i !r>wwh t+ tom „
t�glLi' Z (-'i171r�soMP q" to {O i�2 �/2 4 rt q,i -- —
s Rgt.�
Slpyj pA1P L710uJY1. t0 Vo>+ llt brOUIYi
t0
to 0
t0. . -41'.^* .. a =4°f+ii :. ` - rt'0:.y".: }C
to to,
tt +t to 72.r ��1htr+c tRrs��`%
'+ +
USDA SOIL SERIES:-U,tjm !n'v(� USDA SOIL SERIES:
CO2..17 x 9-b 33' Lo#., 59t°,8. 4
(, 1 t
jti,52." 62.41, �'S ' Kwy etv a { (o3le,2$ � 3Sbn 0 0
OBSERVED WATER TABLE: '14�(Z_ INCHES [ABOVE / BELOW EXISTING GRADE.._' TYPE: [PE�Vffft� / Ar
'.ESTIMATED WET SEASON WATER TABLE ELEVATIONS INCHES f*V*OW ]*tMSTIN6 GR1 FE
HIGH,WATER TABLE VEGETATION: [ ] YES D4 NO MOTTLING:. [ ] YES NO DEP ' � j �` CNHES
ttei�
SOIL •TE%TURE/LOADING ,RATE.FOR SYSTEM SIZING: , ' p °7; DEPTH O� E%CAVATION: . .7.? ,r i INCHES
. DRAINFIELD CONFIGURATION: [ ]-s.,,TRENCH BED [ ] OTHER (SPECIFY)A Kt(7 we 11 POVI '!
REMARKS/ADDITIONAL CRITERIA: J 3E {.lcire,�rest+,4n�'tve ley pr -X* p rod,;iyeA toliinrXLfl�avi nl' it
Loth'• tm ',.Q pile:� ]0' may, :gow a P4 PLOW4 'y ol.., P x�E 'st)*e�c ress Vov 9a,IPPrev�'du +t�7 s rla enough unuhn�t n n rPq
r
± if), t�30, �IDAh sough Yhat.lt)te X x 4 R�}io),:
QrQA 2231.3a ' / �c'c�roumc ' i�Qi11}WtV11A�tm, ;46m4u>A�'fr.liylpsbosi.i�rt
i
'� 'itQ +� a, �3q �:ppr�NCe tM SU✓V�!
SITE EVALUATED, BY: DATE:Q4•►2. Ou,
Page. 3 of 3
DH 4015, 10/96(Replaces HRS-H Form 4015.[Page 3]which may be used) 10�.
, _(Stock Number: 5744-003-4015-1). 0 /
t
INS]AU-C"IONS
PER MI"r NUMBER: Permit tracking number by County Health Department.
APPI.iCANT: Property owner's fill] name.
v
AGENT: Property owner's legally authorized representative.
LO'r. BLOCK, SUBDIVISION. Lot, bock, and subdivision for lot.
PROPERTY 11.)NUME3l-,R: 27 character number for property (property appraiser 11)number or scctionitownshiplran efparcei number).
PROPIIRIY SIZE: Creek if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of
all paved areas and prepared road beds within public rights-of-way or casements and exclusive of streams. lakes_
norm,div wet dmina;e ditches,marshes,or other such birdies of water.
SEWA01' hLOW- Rec re the estimated sewage flow for the establishment from Table 1 (residence)or Table 2 (non-residential),
Chapter lt)I;)-b. FAC. Record the authorized sewage flow for the lot based on net usable area and water supply
i 150 1zahotts per day per acre for private water supplies and 200 gpd per acre for public water supplies). If
antl.ozized se wage fl€.vv does not equal or exceed the estimated scwagc flow,the application must be denied.
UN01VVI RUC I I'D AREA: Reeo.d the square feet of unobstructed area available and the amount required. Unobstructed area must tic at
lca=i U tithes as lat;ge as the drainfic id absorption area arid at least 7i percent orthe unobstructed area must ntect
n.inimum setbacks in Chapter )OD-6, FAC. 'I lie unobstructed area must be contiguous to the drtinfieid.
RENT C.I1MARK INl OIQvIATION: Record the location of the benchmark. If using,a survevor's benchmark reword the actual elevation. Record the
Ccvation of the proposed systcm site in reiation (above or below)to the benchtnark-
MINIMUM S€'I I3 AC KS: Record rniniinum setbacks which can be meet to all listed features. Actual measurements must be recorded or
"NA"for novapplicable features. Features on site plan or within 75 feet of the applicant lot trust be measured.
The location of any public drinking well within 2(iO feet of the applicant's lot must also be verified.
FLOOD INFORMATION: Record information on lot's subject to flooding, For lots subject to flooding,record 10 year flood elevation for
site and Actual' site clevatt€xt.
SOiL PROFILY I'vFORMA rif) Z: Two soil Profile; within the proposed.absorption area to a ininimum depth of 6 feet or refusal are required. Soil
identificatit;n will ws,c USDA So;l C'lassifieation methodology(Mansell colors and USI3A soil textures), Refusals
• • must be clearly documented. Provide USDA ,sail series if available, record"UNK"if the series cannot be
• • • ••••••tletcrntitted.
• •• •••• • • •
W ts,10,'.FABLE-••••• ••••••Record the depth of the observed water table at the time of the evaluation. Mark"perched"or"apparent"as
i i •:•••: •appropriate. 'Record the estimated wet seascm water table elevation based on site evaluation, IfSDA soil reaps,
•••• • • •and historical information. Indicate if(here is high water table vegetation present. indicate if tnottlinr is present
• • i ••.and.depth.
• • •
Syi�;• a}�FL�RF-. •
*Record soil texture for loading rate for systen.sizing.
• • •• ••••
D4• • • • • •
01'I•'F FX A!V,,•,T1ON: : :If applicanl.t record depth of excavation required. Record '-NA€f not applicable.
• • • •
•••••• •••• •
I_JZeA1NV#*EI-D C43N0)!t-ii)RA-HON: Check Orwnfisaid configuration required. ff of ter. specify type.
• • ••••: :096%•
rt,
)DI:IONAl-. A:' ••••••Record any a=dditional remarks poitinen€to site or installation. Ex. dosing required.
*00:**
SITE EV!kI.t1A'FED I3Y" Signatutw of evaluator.title, and date of evaluation. Professional enazineers must seal all documents submitted.
ELEVATION WORKSHEET ELEVATION OF BENCHMARK/REFEPF�NC:E POINT IS-
BENCHMARK ARK SU,F> I S1"1L 2 SITU, 3
f+] Slur �..-...._ F.I.I. _ li.I. _.....__. H.I.
HA, - .. - r- ] SHOT f IsIIOI` [ 4 ]SIIOT
--v� STATE OF FLORIDA PERMIT # �` �✓�/�
DEPARTMENT .OF HEALTH DATE PAID
ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $..
J? APPLICATION. FOR CONSTRUCTION PERMIT RECEIPT #
Authority: Chapter- 381, .FS & Chapter 10D-6, FAC -7
WE
7
APPLICATION FOR:
P<] New System`.R1 U ±] Existing System [ ] Holding Tank [ ], Temporary/Experimental
{ J Repair [ J Abandonment [ ] Other(Specify)
�.. APPLICANT: �. { TELEPHONE16T 271 204r
AGENT:
MAILING ADDRESS: f f5_1 AW 57 J
T& BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. ATTACH BUILDING PLAN AND TO-SCALE
.:; SITE PLAN SHOWING:,PERTINENT FEATURES. REQUIRED BY CHAPTER 1OD-6, FLORIDA ADMINISTRATIVE CODE.
PROPERTY INFORMATION [IF LOT .IS NOT IN A RECORDED SUBDIVISION, .ATTACH LEGAL DESCRIPTION OR DEED]
LOT: BLOCK; SUBDIVISION: DATE OF .
SUBDIVISION.
PROPERTY ID #: [S n/T� 1P✓Range/Parcel No. ZONING:/ T0y / 0
PROPERTY SIZE: ACRES isgit/43560]
PROPERTY WATER SUPPLY: [' PRIVATE PUBLIC
r
)PERTY STREET -ADDRESS:
j DIRECTIONS TO PROPERTY: I)WR
BUILDING IN RESIDENTIAL [ ] COMMERCIAL, • • i i
Unit Type of No. 'of Building # Persons :*Busn'ess Activity
No Establishment Bedrooms Area .Sgft Served � 'ForeComercial Only
2 • •
3
4 �. •••••
]: Garbage Grinders/Disposals { }, Spas/Hot .Tubs [ ] Floor/Equipment Drains
] Ultra-low Volume Flush Toilets [ J] Other .(Specify)
APPLICANT'S SIGNATURE: DATE:
DH 4015, 10/96(Replaces HRS-H Form 4015[Page 1]which may be used) Page 1 Of 3
(Stock Number:5744-001=4015-1)
INSTRUCTIONS:
� s a
APPLICATION FOR: Check type of permit,if'Other"specify type in blank.
APPLICANT: Property owner's full name.
TELEPHONE: Telephone number for applicant or agent. w
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.box or street,city,state and zip code mailing address for applicant or agent.
LOT,BLOCK, Lot,block,and subdivision for lot(recorded or unrecorded subdivision). If lot is not in a recorded subdivision,a copy of the lot
SUBDIVISION: legal description or deed must be attached.
DATE OF SUBDIVISION: Official date of subdivision recorded in county plat books(month/day/year)or date lot originally recorded. Dividing an approved
lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot.
PROPERTY ID#: 27 character number for property. (Health Department may require property appraiser ID#or section/township/range/parcel number.)
PROPERTY SIZE: Net usable area of property in acres(square footage divided by 43,560 square feet)exclusive of all paved areas and prepared road
beds within public rights-of way or easements and exclusive of streams,lakes,normally wet drainage ditches,marshes,or other
such bodies of water. Contiguous unpaved and noncompacted road rights-of-way and easements with no subsurface obstructions
may be included in calculating lot area.
WATER SUPPLY: Check private or public.
PROPERTY ADDRESS: Street address for property. For lots without an assigned street address,indicate street or road and locale in county.
DIRECTIONS: Provide detailed instructions to lot or attach an area map showing lot location.
BUILDING INFORMATION: Check residential or commercial.
TYPE ESTABLISHMENT: List type of establishment from Table II,Chapter 1013-6,FAC. Examples: single family,single wide mobile home,restaurant,
doctor's office.
NO.BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for
• • occupants.
BULLD•NG ARU:.. s:uare footage of enclosed habitable area of dwelling unit,excluding garage,carport,exterior storage shed,or open or fully
•••• •
0000• ac weed patios or decks. Based on outside measurements for each story of structure.
ARSONS: • Numte' of persons residing,using,or working in establishment. For residential establishment,2 persons per bedroom are
•SUSINESS ACTIVITY: For commercial applications only. List number of employees,shifts,and hours of operation,or other information required by
• • .• ••.•
• • • • •Table X,Chapter I OD-6,FAC.
s .
e 4FC"12RES: •••• Mark t ach listed fixture with number installed or"NA"if not applicable.
• • •••• ••••••
STINATURE:•:000: Signa;re of applicant or agent. Date application on day submitted to Health Department with appropriate fees and attachments.
• • • ••••
*A•I.1'AtHMENTS: A site than drawn to scale,showing boundaries with dimensions,locations of residences or buildings,swimming pools,recorded
•
easements,onsite sewage disposal system components.and location,slope of property,any existing or proposed wells,drainage
features,filled areas,obstructed areas,and surface water. Location of wells,onsite sewage disposal systems,surface waters,and
other pertinent facilities or features on adjacent property,if the features are with 75 feet of the applicant lot. Location of any
public well within 200 feet of lot.
For residences,a floor plan(residences)showing number of bedrooms and building area of each unit. For nonresidential
establishments,a floor plan showing the square footage of the establishment,all plumbing drains and fixture types,and other
features necessary to determine composition and quantity of wastewater.
6
MIAMI-DADE WATER AND SEWER DEPARTMENT
P.O.Box 330316,Miami,Florida 33233-0316•3575 S.LeJeune Road•Tel:305-665-7471
VERIFICATION FORM L� (
wERVE CONSERVE EXPIRES ONE YEAR FROM DATE OF FORM
=ATLAS PAGE:M-17 PSF INV#:N/A INV#: DATE:January 17,2001
x
NAME OF OWNER: SAMCACE L.L.C.
PROPERTY ADDRESS: 55XX SW 65 COURT
'TYPE OF USAGE\NUMBER OF UNITS: 3 UNIT TOWNHOUSE REPLACING VACANT PROPERTY
PREVIOUS FLOW: 0
PROPOSED FLOW: 750
PREVIOUS SQUARE FOOTAGE: N/A
PROPOSED SUARE FOOTAGE: N/A
NEW CONSTRUCTION?: YES
INTERIOR RENOVATION?: NO
PROPERTY LEGAL: 09-4024-000-0690 Lot 1
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WILL HAVE A(N) 8 INCH
WATER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLING TO SERVE THE
SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WAT9R .
FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 17208)SM1 J%CT TO PROHIBITIbNS ;
OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS 3D4 WAVR•9t PPLY Oe ;
WITHD AL. 00 '
SERVE ♦ CONSERVE
Cynthia P_ Sr�`i.
BY:
;, kiew Business j6p[e,entative... •....•
SIGNATURt OF REPRESENTATIVE AUTHORIZED VAMP :...
:.
NEW BUSINESS COMMENTS:CC'S DUE UPON METER REOUEST ;""• .••.'. •
PLANS REVIEW COMMENTS:
• .....•
.
THIS IS TO CERTIFY THAT THE MIAMI-DADE WATER AND SEWER DEPARTMENT DOES/WI1L HAVE A(N) II�tH;
GRAVITY/FORCE SEWER MAIN ABUTTING THE ABOVE SUBJECT LEGALLY DESCRIBED PROPERTY. WE ARE WILLI G`Pd
SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE
OF SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, ID # 117208 SUBJECT TO
PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE
DISPOSAL. FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT=S SYSTEM MUST BE
OBTAINED FROM DERM. THE ANTICIPATE ERVE A.TER�ON ERV-GE FLOW FOR THIS PROJECT WILL BE 750
GALLONS PER DAY.
BY:
SIGNATURE OF REPRESENTATIVE AUTHORIZED STAMP
NEW BUSINESS COMMENTS:OON-0747 SEPTIC TANK APPROVAL PERMIT#DATED 3/6/00
PLANS REVIEW COMMENTS:
CUSTOMER: EDUARDO GOUDIE REP: CYNTHIA R SMITH,New Business Rep
PHONE: 305-663-1122 PHONE: 305-669-7701
FAX: 305-669-7699
.q
STATE :OF FLORIDA PERMIT NO. -D
4{r
DEPARTMENT OF DATE PAID:. HEALTH :. ` F$E-PAID; 2 Q 0, ffU
ONSITE SEWAGE TREATMENT AND .DISPOSAL SYSTEM RECEIPT_.# Z .
�
� CONSTRUCTION PERMIT
CONSTRUCTION PERMIT FOR:
[ ] New System [.I Existing System [ j : Holding Tank [0] Innovative
CA�] Repair 11 ] Abandonment [ ] Temporary [: ]
.APPLICANT. .'. � a k"'r_ CG G e L.L . C• �
s:
PROPERTY ADDRESS: .� X X S W .. �. y c4.
LOT: ! BLOCK: N SUBDIVISION: 41Il er in if 5 0e V)s fd)s
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
'PROPERTY ID #: 0 - 4 O Z y _d Q o" O r, [OR TAX ,ID NUMBER]"
•
SYSTEM MUST.BE CONSTRUCTED IN. ACCORDANCE WITH.SPECIFICATIONS:AND STANEM9:07 SECTION 391.4015,. .:
F.S.,. AND CHAPTER 64E-6, .F.A.C. DEPARTMENT -APPROVAL OF SYSTEM DOSS N& '4UUAN JM-Sj,FTISHI►CTaRY
PERFORMANCE FOR ANY ,SPECIFIC PERIOD ,OF TIME. ANY CHANGE IN MATERIAL�'RdTS, WR*MH. SERVPD•AS A
,BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT. TO 'MODIFY THE. PERk=:APPLZCATIpN.
SUCH MODIFICATIONS,MAY RESULT IN THIS PERMIT .BEING MADE NULL AND VOID,:`•ISgUANCE OF THIS'P$RMIT
•
_ DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH- OTHER FEDERAL, SIAM,*, OR;LOCAL- PEAMITTING -
- REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. . ••••�•
`'STEM'DESIGN^AND SPECIFICATIONS -
t •. .• • I • •�...
T_ [ 9()V ] FALL S / GP.D SEPTIC TAN /AEROBIC UNIT: CAPACITY MULT$-*CtI m3IREU/TN-SERIES f I
GiALL�AS / GPD - CAPACITY MUL71,,- •H1RMB$R�iE'iD,G AT-SSR' 3•j ]:
. 'N [: _- ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY:JSINGLE TANK: .1250 G$LLQNS]
K [ ) GALLONS DOSING TANK CAPACITY [ ] GALLONS @ [ ] DOSES PSR 24 HRS # PbW§ ] '
D I Z ] _. SQUARE FEET PRIMARY.DRAINFIELD`'SYSTEM,
R ] SQUARE FEET _ SYSTEM
A TYPE SYSTEM: [ STANARD I , ] FILLED_ . [.. ]. MOUND [ ]
I CONFIGURATION: . : [._ ] TRENCH [.'J :BED [ . ..]
F LOCATION:OF BENCHMARK: I `t r .S'} d�"t L• ' S 'w.
I ELEVATION OF PROPOSED SYSTEM SITE [�Y� ] I HES"•FT] 0.0 FLOW]`L._�REFERENCE POINT
E BOTTOM DRAINFIELD TO BE [la,Z{j) NCHSS T] {ABOVE(B2 ,"/REFERENCE POINT
L
D FILL REQUIRED: [ 0014 ] INCHES EXCAVATION REQUIRED: [ : J, Z ] INCHES
WSTALI L OF LOWY COARSE SAND
O t' a .� NL UNDER:BOTTOM OF MARIFIELD .
:T
_ H 2 + INVERT ELEVATIUM
,_---'•-`_. . ; BOPTETr M tYi OfE t UfOA F'&a�11Xt�«�iL Y ttu r�it r l. J s
.€1 r�.R Esc;
tkk T E
I
PROPOSED AB.SORPTIC r l W TREn �
SPECIFICATIONS By
TLE.
/ f /
PROVED J TITLE &c--F CHD BY
DATE ISSUED: r `7
' 6y\ 7112 EXPIRATION DATE.:` O Z.
DH 4016, 12/99 (Page 1) (Previous Editions May Be Used) Page. l. of 3
pt.1: Health Department
pt.2- Applicant
pt.3: lnstalledContractor
pt.4: Building Department.
A
INSTRUCTIONS:
h
PERMIT NUMBER: Permit tracking number assigned by CPHU.
CONSTRUCTION
PERMIT FOR: Check type of permit,if"Other"specify type in blank.
h
APPLICANT: Property owner's full name.
TELEPHONE: Telephone number for applicant or agent V
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.Box or street mailing address for applicant or agent.
LOT,BLOCK,SUBDIVISION or
PROPERTY ID#: 27 character id number for property.(CHD may require property appraiser ID#or section/township/range/parcel number)
SYSTEM DESIGN AND
PJCIFICATIONS:
7'A: •••• Minimum specifications from Chapter 64E-6,FAC.
0000
0000 • ••
DRAAFIELD...• Minimum specifications from Chapter 64E-6,FAC.
0000 � .•
OTHIMR: • •OtIRr specifications,such as operating permit requirements,low-volume flush toilets,variance provisos.
00.00• •
's� OMFICATIONS BY: Ai ne of individual providing specifications. If designed by a registered engineer must be sealed.
• • •• •
0••000 •
•
APPROVED BY:.•• •• County Health Department(CHD)personnel reviewing and approving permit.
• • •
000000 0000
DATE JSSUE)d 9.9 9 0 e OALOpermit is issued by CHD
•
09000 0•00••0 •• 0
0
' X4tRATION DATE:• •Vh%year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date
• • •
••••• issued.
i
Ts
• OFD �s �. s � ,. �
STATE OF FLORIDA ``�+ PERMIT # "�+ DOW - 0747
4
DEPARTMENT OF HEALTH
� ONSITE SEWAGE DI:SPOSAL SYSTEM ;
1
ob E�`5` SITE EVALUATION AND SYSTEM SPECIFICA�IONS
ICANT A,1-1 C AC L.?.C. AGENT:
_Dxv1 a Carr, _
LQT .. BLOCK: SUBDIVISION:` F 1��r1A�lvF Z���v'1
M:tlfQr DA1 > Re;ula-J�Q�ls+
PRPERTY ID #: c[Secti.on/To reship/Range/Parcel- No. or Tax ID Number]
09 '=�OG4 Vt?O Q1�94
--------------------------- ___ X_ ?��_-4? t C'Ti �A nrn
TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE) OR OTHER QUALIFIED PERSON. ENGINEER'S MUST :
PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
r'- !qRT04ERTY ,SfZ'E CONFORMS TO SITE PLAN: N YES [ J NO NET USABLE AREA AVAILABLE: 0.248 ACRES
ESTIMATED SEWAGE FLOW: 30p GALLONS ;.PER DAY [RESIDENCES-TABLE 1 / OTHER-TABLE 2]
Yy AUTHORIZED SEWAGE FLOWf: G a o GALLONS PER DAY [1500 GPD/ACRE OR 2500 GPD ACRE ...
.UNOBSTRUCTED AREA AVAILABLE: 8717 SQFT UNOBSTRUCTED AREA.•REQUIRED: 5(o 1+ SQFFT
BENCHMARK REFERENCE POINT LOCATION: I4.35'NGVt7 oY1"� .ac i0yla;� . SSV 5,a
ELEVATION OF PROPOSED SYSTEM' SITE IS • 196" INCHES Flkjj' ►BOVE BELOW] RENCE PO NT
.�,�,�,
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO,*THE4OLIZVfI1d FEA
SURFACE WATER: NOne FT DITCHES/$WALES::, VJov%e FT NORMAT VT? =�[ YES rr;Pq NO
WELLS: PUBLIC: •i�lone FT LIMITED USE: U rA FT PRIVATE: l,i�1C FZ� E: FT
BUILDING FOUNDATIONS: 4.O ° FT PROPERTY LINES: FT POTABLE WAT•ER-•'LINES: 1'"ar�r►IllIFT
r.s 7—*
�SrIZ`E:,SUBJECT TO FREQUENT,FIi00DG: [ ] YES NO 10 •YEAR �SNC�? �[� YES ; ENO '
EAR. FLOOD ELEVATION FOR SITE: �,2: FT MSL GVD ? SITE ELEVAT1O MSL VD
_ +rS VD)
Itom PROFILE INFORMATION SITE 1 SOIL' PROFILE IMFORMATIO, : SIT$`_'.2
_
Munsell #/'Color Texture Depth Munsell Color •''texture Dept :',.,'
;IQ iz 15/2 limns+one 0 to 10q t� 04 f/2 !anmu
s�l,d _0!� to
\Joni nnle E6yown to do w dY(•t is IotDwn
to 8"
tt to IOYiv /2 L 1ynv$4o1je
it It to Vpry n>,le`btotun t, to
it tt to n It,fi' -to-
It to a to
t0 .1{. -;tt• "� `S t"4 !.,t0`
!1 t0 � t{ tt t0
— h t0 72" to 72"
USDA '.SOIL SERIES: I)t 17ny% I••dlttid USDA SOIL SERIES: U r bn1,% L^iAd
_. q /96.33 teZIJ7 Lofnrcrl a (047o, 49 /0;,15.97�1485b0 4
M ( 7x9G 3 ? f7jxG'•r7)t(7•S,r37 PKt0nren -'4395• X11✓ J
OBSERVED WATER TABLE: to/p,,, -:INCHES [ABOVE / BELOW EXISTING GRADE. TYPE: [PERCHED L APPARENT j' ?
' ESTIMATED WET SEASON WATER TABLE ELEVATION: (`q4'4 INCHES [ ABOVE / BELOW EXISTING GRADE
. HjjIGH :,WATER TABLE VEGETATION: [ J YES [ NO MOTTLIN+G: [ ] YES NO DEPTH: U/N INCHESI'
SOIL TEXTURE/LOADING RATE FOR SYSTEM SIZING:. 0.7 DEPTH OF EXCAVALN: 72 INCHESI
' DRAINFIELD CONFIGURATION: [ ] TRENCH ;[ ] BED [�J OTHER (SPECIFY)
REMARKS/ADDITIONAL CRITERIA: „ X-� K1a rc� rP O1.1t��iv� lo, (�t' ram P E •naplt�ln
locA; o X12 ; 10'� ns�+— ivt Wes} 'tvM ?.tt�e ��a, X�k No Wolf
r ,fy IJoy4V1 royn Sou l - -41VIt_;' o 9)wr li;ttu 5n1ne )a7.2D
�p
35.3 iw nos .� r ^' Np Yri��orm�libN hlio��� w��rr1 t+�s Ubsi]��M
t3r1t2( PrPMce ;1-, Suyvvy
SITE EVALUATED„BY: I� �rr{< ,�X1n �' KI) *VtrPc s�br"K{o AvtJ-DATE:04.1Z,oo
Q S{ /2-20 -(N
Pag}e 3 of 3
DH 4015, 10/96(Replaces HRS-H Form 4015[Page 31 which may be used) �y �, [ 4/
(Stock Number: 5744-003-4015-1).
INS"f'IZIIC°i tONS:
PFRMIT NI.)NIBER: Permit tracking number by County Ilealth Department.
APPLICANT: Property owner"s full name. ¢
AGENT: Property owner's legally authorized representative.
`w
LOT. BLOCK. SUBDIVISION: Lot, block, and subdivision for lot.
PROPERTY ID NU4IIIIiTt: 27 Oiaracter number for i-iroperty (property appraiser ID number or scctionitownship/range/parcel number).
PROPERly SIZE: Check if Properly at site confomts to submitted site}Matt. Record net usable area available - lot area exclusive of
all da=red areas and prepared road beds within public rights-ofw,ty or casements and exclusive of streams,lakes,
nor:naiiv wet drainage ditches,marshes,or other such bodies of Water.
Sf_'14'AGE I=LOW, Recrtrd the estimated sewage flow for the establishment from fable I (residence)or Table 2 (non-residential),
Ch2ptcr I0D-!,FA{.:. Record the authorized sews,...=.e hook for the lot based on net usable area and water supply
(1500 ��allons per day per acre for private water supplies and 2540 gfid per acre for public water supplies). If'
aut,?:3nred scwage flow does not equal or exceed the estimated sewage flow,the application must be denied.
• • • 9999••
TKuCFi"co,*RE'N: ,'� ; Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at
•••• •••• • •• Ica= ' times as large as the drainftcld absorptivn area and at least 75 percent of the unobstructed area must meet
0 90.990 • nsinimw-ri sct.backs in Chaptcr IOD-0,FAC, Ilse unobstructed area must be contigtious to the draintield.
9 • • e 9
09.41 9 00
I3ENC:libMAR ti. IW-ORMATICti,• 0 Record the,rtcati<;n of the benchmark. If using, a curveyoCs,benchmark record the actual elevation. Record the
9•99•• •• • elevation of the proposed system site in relation (above or below)to the benchmark.
9 • •
90.6.0. •
h21,""•I„i11M SE: 41414100 Record minimum setbacks which can be meet to all listed features- Actual measurements must be recorded or
• •• • • "'dA”for nona Itc able features. features on cite i an or within 75 feet of the applicant lot must be measured.
•414141•• • Pp' ', p a
p}
• • • • The location of any public drinkine,,well within 2100'feet of the applicant's lot must also be verified.
•0000• 9999
• • • 6 41.4141••
14,00I> Record iatformaiion on lot's subjwct to A00diug. For lots Nubject to flooding record 10 year flood elevation for
• • • •
4141600 9.9.9• • •site and actcrafi Fite elt;vati€tRt
• • • 00.41
`!t fj'•'t')I=lf.f'1 mFC;RMATION: Tw'o sail prof-d"within the proposed absorptio=i area to a minimum depth of b feet or refusal are rcquit-A. Sttil
• identification will toe USDA Soil ClassificaEi€.>n meth€dolory (Munselt colors and USDA soil textures). ReAksals
must he clearly documented. Provide USDA sail series if available,record-UNK"if the series cannot be
tletcrnt;t�.e.d.
WATFIR I"ABLE- Record the depth of the obscrved water table at the time of the evaluation. Mark"perched"or"apparent"as
appropriate. Record the estimated wet season water table elevation Rased on site evaluation, USDA soil maps,
and historical int<trrnai,on, Indicate it"there is high water table vegetation present. Indicate If mottling is present
aqd depth.
SCbil.TEA t"L1Rh: Record soil texture or loading rate for system sizing
DE_PFlI 01, EXCAVATION: Ifapplicab e record depth ofcxcavation required, Re,,ord "NA"ifnot applicable.
DRAINFIELD C:'ONFlC URATION: Check drai-&Od configuratic,n required. If other. specify type.
ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex, dosing required.
SITE EVALUATED BY Signature of evaluator.title, and date of evaluation. Professional engineers must sea] all documents submitted.
ELEiVA`HON WORKSHEET ELEVATION OF BENCHMARK i REFFRENQF.,pOIN"f IS, �
I3INCI-IlvlrlP.K - --- SITE; l �- SlTF 2 SITE 3
f+] silo-1, _ Iti. II'L ILL
ILL i.- ]SItOT _. � ( °I sll0'I' _� � [ - j SuOT
t
STATE OF FLORIDA PERMIT # a�-OF 1/7 ��.
- DEPARTMENT OF HEALTH DATE PAID ( - -00
ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $ r r
- - APPLICATION FOR CONSTRUCTION PERMIT RECEIPT 9 7_17
Authority: Chapter 381, FS & Chapter 1OD-6, FAC
-03 733
APPLICATION FOR:
_ 1'7><] New System [ ] Existing System ( ] Holding Tank [ ] Temporary/Experimental
[ ] Repair [ J Abandonment [ ] Other(Specify)
APPLICANT: L 1...- TELEPHONE:
AGENT: (*Is &z �tilq
hJ. -MAILING ADDRESS: f
�.
. 1 N
/ TO BE COMPLETED BY APPLICANT OR APPLICINn.?.- AUTHOTtIZED", SENT. ATTACH BUILDING PLAN-AND °TC.-SrALE r"
SITE PLAN SHOWING PERTINENT FEATURES'REQU RED :BY CHAPTER IOD7.6, FLORIDJC*M :NISTRATIVE CCIDE*
ATTACH
PROPERTY INFORMATION [IF LOT IS NOT IN A RECORDED SUBDIVISION, h GtAL DESCRIPTION OR*DEED]
•
LOT: . BLOCK: SUBDIVISION: ;•• vDI%TE OF �y' ••E•
>. 4 `- ` r • •�JBDIYISION: •
PROPERTY ID #: [5e'ction/Towns ip/Ran a/Parcel No.] ;ONTM:
_ 6)9~ �. `+" ! � O 0909 ..r �, i•- ••
PROPERTY SIZE: j� ACRES [SgfE/43560] PROPERTY WATER 'SUPPLY: ] PRIVAT . [5�j�• BLIC
` )PERTY STREET ADDRESS: tfiJ 3 [,,r4t(.�-: 1" % ��'�C. 4 0000•• •....• ;••.•�
4
!F�T DIRECTIONS;,TO PROPERTY: 0000•• �.•... ••�•••
•
BUILDING INFORMATION RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building # Persons Business Activity
'No Establishment Bedrooms Area Soft Served For Commercial Only
1
1)w S 2 "'L(17 .
2 Y
3
4
[ Garbage Grinders/Disposals r.*AQ Spas/Hot Tubs [ ] Floor/Equipment Drains
Ultra-low Volume Flush To lets [ ] Other (Specify)
APPLICANT'S SIGNATURE: t ':;.; ,DATE: t
DH 4015, 10/96(Replaces HRS-H Form 4015[Page 11 which may be used) Page 1 of 3
(Stock Number:.5744-001-4015-1)
i
INSTRUCTIONS:
APPLICATION FOR: Check type of permit,if"Other"specify type in blank. `
APPLICANT: Property owner's full name.
l� r
TELEPHONE: Telephone number for applicant or agent.
w
AGENT: Property owner's legally authorized representative.
MAILING ADDRESS: P.O.box or street,city,state and zip code mailing address for applicant or agent.
LOT,BLOCK, Lot,block,and subdivision for lot(recorded or unrecorded subdivision). If lot is not in a recorded subdivision,a copy of the lot
SUBDIVISION: legal description or deed must be attached.
DATE OF SUBDIVISION: Official date of subdivision recorded in county plat books(month/day/year)or date lot originally recorded. Dividing an approved
lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot.
PROPERTY ID#: 27 character number for property. (Health Department may require property appraiser ID#or section/township/range/parcel number.)
PROPERTY SIZE: Net usable area of property in acres(square footage divided by 43,560 square feet)exclusive of all paved areas and prepared road
• • beds within public rights-of way or easements and exclusive of streams,lakes,normally wet drainage ditches,marshes,or other
• • • • 6.11 bodies of water. Contiguous unpaved and noncompacted road rights-of-way and easements with no subsurface obstructions
• •••• •••••• ••%a4 included in calculating lot area.
WAt:ER SUAPIl1!•• • Check private or public.
•s•+ • • ••
•
• • • •
PROPERTY Aj DRUS: e•Streeladdress for property. For lots without an assigned street address,indicate street or road and locale in county.
•••••• •
�1s11RECTION 0:••••• •0 19rMie detailed'instructions to lot or attach an area map showing lot location.
• •• •
•4;•••R • •
• BUILDING INFDRMATION: •Check residential or commercial.
• • • •• ••••••
• TYPE+ESTABLIA MENT: • List ty:e of establishment from Table II,Chapter IOD-6,FAC. Examples: single family,single wide mobile home,restaurant,
• •
*:041e: •01jgJVs office.
NO.BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for
occupants.
BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit,excluding garage,carport,exterior storage shed,or open or fully
screened patios or decks. Based on outside measurements for each story of structure.
k PERSONS: Number of persons residing,using,or working in establishment. For residential establishment,2 persons per bedroom are
assumed.
BUSINESS ACTIVITY: For commercial applications only. List number of employees,shifts,and hours of operation,or other information required by
Table II,Chapter IOD-6,FAC.
FIXTURES: Mark each listed fixture with number installed or"NA"if not applicable.
SIGNATURE: Signature of applicant or agent. Date application on day submitted to Health Department with appropriate fees and attachments.
ATTACHMENTS: A site plan drawn to scale,showing boundaries with dimensions,locations of residences or buildings,swimming pools,recorded
casements,onsite sewage disposal system components and location,slope of property,any existing or proposed wells,drainage
features,filled areas,obstructed areas,and surface water. Location of wells,onsite sewage disposal systems,surface waters,and
other pertinent facilities or features on adjacent property,if the features are with 75 feet of the applicant lot. Location of any
public well within 200 feet of lot.
For residences,a tloor plan(residences)showing number of bedrooms and building area of each unit. For nonresidential
establishments,a floor plan showing the square footage of the establishment,all plumbing drains and fixture types,and other
features necessary to determine composition and quantity of wastewater.
fownhouse Calculatiorrs for; Pdberto I, l.'ibas F ,
T 5amcace LLC 19651 NW 51 Ct, Miami, Florida 33OI5
6523 Miller brive Mechanical/5tnacb)ral #1-44 2
south Miami, Florida ph 305"620-�49�6
Wind load calculations, Asper AN51 1"93
I-�xposure and �uildirq classification.
�x�osur� c
CAT�XF.Y I Table I
2-6asic wind speed-
110 mph-v
3-Velocity{ pressures"
az-°0,00256*Kz*(IV)^2 �q 3
-1,05 Co hurricane ocean I ine Table 5
Kz-Velocitq pressure exposure Table 6
Coefficier+t-0,93 for 0"25 Feet I'leight,
gz-0,00256*(1.05*IIO)^2-3116 psf
4"be5ign pros=pure for the main wind forces,
�esistinq sy{stc-rns,
F-gGhcp"gh(clCpi) fable 4
6h-1.21 fable 8
or,gz for win�ward evaluated @ height z above ground
ah for leeward side and roof evaluated at mean roof height 0000.. ' '. .
Casel : :
000• 0000
0.00•• •• •
.. . 0
Windward wall-Cp==0 8 Ficq 2 0 ••• ;
Leeward wall- • • •.
• *000
I/ '
.•
•000
indward roof norm) to ridge 0 *00000 000000
.
L •h/1-227
6-16 depress Cp--0.15 •. .. .. . 0000
.
•.
••••eeward roof normal t rid C p-"O."7 :••••
000000 0000 0 •
roof wind parallel to riclge" •
• • 0000 •w.•.
h/!.,-22'/ Cp-"O,1 0.00 *0*00 • •
side 0 0"'•
•
I?oof overhangs"
Cp-0,8 Additiord on bottom surface,(6,1:2)
Wind direction normal to ridge
Windward wall
-31,16*111*0,8 " 3116*0,25
F-24.33 psf with positive interrd pressure
F- 4021 psf with negative internal pressure
�aqe I
is
Townhouse Calculations for Alberto I. F,�.
Samcace LLC 19651 NW 57 Ct, Miami, Florida 33015
6523 Miller brive Mechanical/Structural #14152
5outh Miami, Florida ph;305-620-�19�6
Leeward wall I'--28,08 psf with positive internal pressure
F--12.22 psf with negative internal pressure
Windward roof p=-38.19 psf with positive internal pressure
1'--225 psf with negative internal pressure
Wind direction parallel to ridge,
roof P--28.29 psf with positive internal pressure
1'--36.15 psf with negative internal pressure
Side wall P--20.28 psf with positive internal pressure
F--3615 psf with negative internal pressure
Additional uplift on overhang5F--28.8
Consider the most critical case of the wind normal to ridge LAT�M LOAF ANALY515 (Main wind force
resisting sustems) Max. Force on connection(windward side w/negative internal pressure) .The Situation
more critical is when the frusses are 2'-0'' separated ,
Lateral force : 1'-361518'/2' *- 2'-650#
Use 5emco rafter ties with lateral load capacity{ perpendicular to the wall of 1105#
51'X ACC�FfANC� No 98-101602
�Xp1 5 OI/ 11/02 •' •ee
Foo aphragm- •••'•' `•••
::..o
Max,� 5hea @ end wall
V-44*5/ 2 * 27,33/ 2-2 }65# • •
Max shear i4ens4-112# •, ; •
Allowable shear capacitq of 5/8" plywood roof diaphragm w/8d nails @6" o,c-�70 •;;;;• ,•,•,•
table poop •
Max upl ifs @ Trusses, 24''o,c, s o •• ••••••
40,21*2'*307 2-139-1# + 28.8*2' T-1509# 0 •••.
Net uplift-U-min n,L,-1509# •••'•• • •
•
Supply{TAFL12-5trap5emco marufacturinq Irc or eau with 8-Ihd nails to Trusses,'..,,• •,,,•• ;
Concrete beam Calculation;61 • •••-
M-X2/8-((3063)08)2)/8-124 Kips-feet
6-8'' d-22'' (8"x24" Concrete beam)
pu-Mu/6d2-124*120001 8*22*22-354
Fq-60000 P51 F'c-30001'51
m-Fu/0.85(F'c) -60/ .B50-23.5
F-I/m (I-sa(1-(2mFu/Fy))-,00698
As-.00698x8"x22"-1.22 in2 Provide 2#5 �e+arTop,2#5 �e-bar Middle, and 2#8 Fe-bar
bottom, and #3 Ties 1@ ?5", and remaininq @ 8", Facie 2
Townhouse Calculations for; Alberto I, Pibas F.�.
�P 5amcace LLC 19651 NW 57 Ct, Miami, Florida 33015
�t 6523 Miller brive Mechanical/Structural 4I4452
South Miami, Florida Ph;305-620-49g6
_ v-
Concrete beam Calcula- i&02
M-X'/ /8-((2628)(7)2)/8-16.1 Kips-feet
6-8" d-22" <8"x24'' Concrete beam)
pu-Mu/bd2-124*12000/8-*-22*22-50
Fy-60000 P51 F'c-3000 P51
m—Fy/0.85(P'c)-601 ,850-23.5
F-I/ m ( 1-sci( 1-(2mW Fy)) -,00084
As-,000840"x22"-0,15 in2
Frovide 24 5 pe6ar Top,2#5 C?ebar Middle, and 2#5 �c6ar l3ottom, and #3 Ties @ 12".
Foundations Pc5icin,
From above the Total load to the column is; 4B54 Lbs
485 4/ 2000165-24 5cift Supply 5'x5'xl8" Concrete Footinq with I#5 rebar each direction top and
bottom.
ne5ian Pressure for the Windows and the boors
p-ooh((6Cp)-(GCpi)) (Table 4) •
Gcp (Fig 3) Gcpi CTable 9) ••.: ..
h-Mean roof heigth-20' •• •••• ••••
a-10% of minwith— ,1*46-45 1*52'-5.2' •
Calculation for; •
L x H Foucjh Openings Zone f2e5ign Pressure •
NC?-3'x5'3" 165cft 4 46,89 -49.86 •�•••• •• ..
HI?-3'x3' 95af� 5 41,94 -50,92 •• ••••••
Np-�t'6"x3' 13,5scift �} -}8.99 -595 ••••••
NI?-1'8"x3'2" S.ZsGifk 4 46.99 -59,31 •••• •
2-fop-3'x5' 32 soft 4 45.66 - 8,63 •••••^ '...o•
�NT19*YVOOIZ 425ciR 4 44.79 -47.16 =' .•:•.•
POOr 20scif� 4 46.89 -49.86
GA.ACE POa 112 ;qft 5 42.00 -51.08
Page 3
DEPARTMENT OF PLANNING AND ZONING
IMPACT FEE RECEIPT
4
�! {20CESS#: B20010900137.0 BATCH: 8082
COLLECTION NO.: 47866
�~ FOLIO#: 0940240000690 SITE ADDRESS: 6523 MILLER DR
FEEPAYER: SAMCASE LLC DATE: 0112512001
12371 SW 97 TERR
MIAMI FL 33186
FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED
TYPE ID CODE DESCRIPTION AMOUNT
AREA 1.0 5002 00 UNIT SIZE(SQ FT) 8,290 0.9180 7,610.22
AREA 1.0 5002 00 UNIT SIZE(SQ FT) -1,266 0.9180 -1,162.19
FIRE 3.0 2002 00 MULTI-FAMILY RESIDENTIAL 3 187.3872 562.16
ROAD 1.1 231 00 CONDOMINIUM,TOWNHOME 3 877.0000 2,631.00
ROAD 1.1 9999 00 ADMINISTRATIVE DETERMINATION -414 1.0000 -414.00
SCHL 1.0 5001 00 RESIDENTIAL UNIT 3 612.0000 1,836.00
SCHL 1.0 5097 00 DOLLAR ADJUSTMENT -200 1.0200 -204.00 , •
0004•• • . .
TOTAL AMOUNT QUC ;•••$10,859.19
PA15CMECK: •;••J10,859.19
PAID CASH: $0.00• •••
0000•. •
• • 0044
• • .. 0000••
0004 • •• •
•
• 4404 0004:•
•
• 4040 4000•:
�•.4.• 0400 •
•
• • 4000••
4040 •
• •
0000.
DEPARTMENT OF PLANNING AND ZONING
€0 ,m:o *
IMPACT FEE RECEIPT
f
PROCESS#: B20010900138.0 BATCH: 8082
COLLECTION NO.: 47866
FOLIO#: 0940240000690 SITE ADDRESS: 6523 MILLER DR
FEEPAYER: SAMCASE LLC DATE: 01/25/2001
12371 SW 97 TERR
MIAMI FL 33186
FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED
TYPE ID CODE DESCRIPTION AMOUNT
AREA 1.0 5002 * 00 UNIT SIZE(SQ FT) 8,290 0.9180 7,610.22
AREA 1.0 5002 00 UNIT SIZE(SQ FT) -1,266 0.9180 -1,162.19
FIRE 3.0 2002 00 MULTI-FAMILY RESIDENTIAL 3 187.3872 562.16
ROAD 1.1 231 00 CONDOMINIUM,TOWNHOME 3 877.0000 2,631.00
ROAD 1.1 9999 00 ADMINISTRATIVE DETERMINATION -414 1.0000 -414.00
SCHL 1.0 5001 00 RESIDENTIAL UNIT 3 612.0000 1,836.00
SCHL 1.0 5097 00 DOLLAR ADJUSTMENT -200 1.0200 -204.00 . •
0000.• •
TOTAL AMOIiNT QUE: $10,859.19
0000 ,• �
PAINUNK: ',•,y$10,859.19
PAID CASH: , • $0.00 •
•:0000 •
• • 0000
• :
• .• •:
• �• 0000•.
0000 • •• •
• . • • •
• • 0• • •
•
. 0000••
(P •••� 0000•:
0 0 0
0000.• 60:0 . •
0000 . • •
0000•
IFSRP_0005T
DEPARTMENT OF PLANNING AND ZONING ;
k IMPACT FEE RECEIPT
am
PROCESS#: B20010900139.0 BATCH: 8082
_ COLLECTION NO.: 47866
V
FOLIO#: 0940240000690 SITE ADDRESS: 6523 MILLER DR
FEEPAYER: SAMCASE LLC DATE: 0112512001
12371 SW 97 TERR
MIAMI FL 33186
FEE DIST. CAT. CATEGORY UNITS FEE EXTENDED
TYPE ID CODE DESCRIPTION AMOUNT
AREA 1.0 5002 00 UNIT SIZE(SQ FT) 8,290 0.9180 7,610.22
AREA 1.0 5002 00 UNIT SIZE(SQ FT) -1,266 0.9180 -1,162.19
FIRE 3.0 2002 00 MULTI-FAMILY RESIDENTIAL 3 187.3872 562.16
ROAD 1.1 231 00 CONDOMINIUM,TOWNHOME 3 877.0000 2,631.00
ROAD 1.1 9999 00 ADMINISTRATIVE DETERMINATION 414 1.0000 414.00
SCHL 1.0 5001 00 RESIDENTIAL UNIT 3 612.0000 1,836.00
SCHL 1.0 5097 00 DOLLAR ADJUSTMENT -200 1.0200 -204.00 f •
0.0000 • 0 •
TOTAL AMOUNT QUEr' • ••$10,859.19
PAIDCMtgk: 4,6.,.,$10,859.19 •f
PAID CASH: $0.00••..
,
• • • 0000
• f •
• •• .f
• �• 0000•.
0000 •
• 0000 0000.•
' 0000 ••f•.:
•••••f 0000
f �
• • •00.0• •
0000 • •
IFSRP 0005T
METROPOLITAN DADE COUNTY PLAT COMMITTEE
NOTICE OF ACTION
F
Plat No.: T-20668
Sec. 24 Twn. 54 Rng. 40
Municipality: SOUTH MIAMI
Zoning: RT6
Name: MILLER OAKS
Location by Streets: SW 55 Lane and SW 55 Terr.
Owner: SAMCACE L.L.C.
6523 MILLER DR. :••;•; ;• ;•;
MIAMI, FL 33155 PHONE: (786)412-8406 •
Surveyor: NARCISO JOSE RAMIREZ : ....•
8341 SUNSET DR. •
MIAMI, FL 33143 PHONE: (305)596-0888 •..� ••••••
This is to advise you that on November 17, 2000 the Dade County Plat Cbmmittei revieWdd"•
the above plat and that the same was: •
Approved as a Tentative Plat, the requirement for platting has nAbPen w.-;ved,.subjeet••.
to the conditions indicated on the attached action copy. :
Approved subject to conditions indicated on action copy
Deferred for reasons indicated below...
Not approved for the reasons indicated below...
" NOTE: - _-_. _ "
CONCURRENCY APPROVAL BY THE MUNICIPALITY IS REQUIRED PRIOR TO :- -
FINAL PLAT REVIEW AND PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
CITY CONCURRENCY REVIEW TO INCLUDE ALL CITY, STATE & COUNTY
ROADS.
Prepared by Platting Section, Public Works Department. Call (305) 375-2141 for information
reaardina this Notice of Action.
®• .. •.. MEMORANDUM
-!O: Subdivision and Platting Section AGENDA DATE: 111
" Public Works Department
OM: Office of Plan Review Services TENTATIVE PLAT NO.:T2c(
Department of Environmental Resources Management
This office has reviewed the referenced plat and recommends.the following:
(� A public water supply must be utilized to serve this entire subdivision. Plans for the extension of the existing water mains to serve this
v property must be approved by this department prior to the recordation of this plat.
OA public sewerage system must be utilized to serve this entire subdivision. Plans for the.extension of the existing sanitary sewer system to
serve this property must be approved by this department prior to the recordation of this plat.
OA public water supply must be utilized to serve this entire subdivision. This department has approved plans for extension of existing water
mains. Therefore,we have no objection to the recordation of this plat.
APPROVAL #
OA public sewerage system must be utilized to serve this entire subdivision. This department has approved plans for the extension of the
existing sanitary sewer system.Therefore,we have no objection to the recordation of this plat.
APPROVAL #
e
Existing public water lines must be utilized to serve this subdivision.This office has no objection to the recordetiorioithis plat,.•
O ....
Existing public sewer lines must be utilized to serve this subdivision.This office has no objection to the recordation of this plat
•.
;egos*'
The use of septic tanks.is acceptable for this subdivision. •
OIndividual wells for potable use are acceptable for this subdivision. :•',.' •• g•
A restrictive land use covenant must be executed with this office prior to the recordation of this plat. eForms for this oavar�ant mayeln
O ;
obtained at this office at ill NW 1st Street,Suite 1010,Miami,Florida.
Development information not furnished.
O ••••• ',.•g• e
:0-0geeoe
This Department has performed'a concurrency review for-water and sewer on the above subject Development Order. used on currently
available Information,the following determinations have been made: •g..
1. Pubic Water-Existing facilities and services meet the Level of Service(LOS)standards set forth In the CDMP. Furthermore,the proposed
development order,if approved,will not result In a reduction In the LOS standards subject to compliance with the conditions stipulated
by DERM for this proposed development order,if any.
2. Public Sanita*Ser� ng facilities and services meet the Level of Service(LOS)standards set forth In the CDMP. Furthermore,the
proposed deer, if approved,will not result In a reduction in the LOS standards subject to compliance with the conditions
stipulated by or this proposed development order,if any.
Please note that this concurrency determination does not constitute a final concurrency statement on the proposed development order as
provided for in the adopted methodology for concurrency review. One or more additional concurrency determinations will be required.
Oconcurrency Issued by the Municipality
OPlease note that the regional sewer system Is operating under a capacity allocation program in accordance with the First Partial Consent
Decree between Miami-Dade County and the United States of America (Case N0. 93-1109 CIV Moreno). Under the terms of this Consent
Decree,this approval does not constitute an allocation or certification of adequate treatment and transmission system capacity,which will be
evaluated and determined at the time of aqencv review of the building permit plans for the referenced project.
Date Reviewed:
d'= STATE OF FLORIDA PERMIT NO. 6 e,fJ_ Q 7c(7
w — - DEPARTMENT OF HEALTH DATE PAID:
FEE PAID: _2 2t7- n-)ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM RECEIPT #: 3 Z`
✓� we CONSTRUCTION PERMIT
CONSTRIICTION PERMIT FOR: ) f
[ X] New System [�l Existing System [tom',] Holding Tank [f�/] Innovative
Repair [ l Abandonment [ l Temporary [ ]
APPLICANT:. `�JC tr� cGCe L • C • C,
c t`�
PROPERTY ADDRESS: `-� J X x S W S 1 • Lq I C" i
LOT: I BLOCK: v SIIBDIVISION: /'/I �l er ()a a K s : ^ e ✓1 S(rJh
e, ,J [SECTION, TOWNSHIP, RANGE, PARCEL. NUMBER]
PROPERTY ID. #: l.- 7 O Z (12- O t!o 1 D [OR TAX .ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH. SPECIFICATIONS_ AND STANDARDS OF: SECTION 381.0065
AND CHAPTER 64E=6, F:A.C. DEPARTMENT APPROVAL OF SYSTEM DOES, NOT GIIARANTEE:SAFTISFACTOR
PERFORMANCE FOR ANY ,SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERV$U $S. .
9690•.
BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY :THE :PERMIT APPLICATt*
0999
SUCH MODIFICATIONS.-MAY RESULT IN THIS PERMIT. BEING MADE NULL AND VOID. 'OjSFUANCE OF CHIS P}s'RItt'
6996
DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL; STATE, OR: IjOCAJ, PERMIWI&
.•00.0.. •
RSQIIIRED FOR DEVELOPMENT OF THIS PROPERTY.
• 6 9
9
STEM.DESIGN AND SPECIFICATIONS 6 16000 •e.Y00:
T 1700 ] ALL / GPD SEPTIC T ARROBIC. IINIT. CAPACITY MULTI-CHAb1BEREe/YN-SERI�'5"['�.
. . , .
A [ ] G / GPD CAPACITY . MULTICHAMBERED/ NrSERI$S [;
0000
N' [. ] GALLONS GREASE INTERCEPTOR CAPACITY. [MAXIMUM CAPACITY S•TAq;i TANK: .1350 C,=dtS:
6999 r
GALLONS DOSING TANK CAPACITY [ ] GALLONS Q [ . l DOSES 34R :14 .HV PIIMPS r``
. 6 _ 00000
- • 6699.. • •
D SQUARE FEET.PRIMARY.DRAINFIELD SYSTEM • ' 0
00006
.R [. ] SQUARE FEET SYSTEM... 0
A TYPE SYSTEM: [ STANARD [ ./] FILLED [,. ] MOUND [ ]
I CONFIGURATION: . [ _l TRENCH [�]. BED [ ] -
N
F LOCATION OF BENCHMARK: `i w . S
I. ELEVATION OF PROPOSED SYSTEM SITE [1y 01 I FT] SLOW]• NC REFERENCE POIN.
E BOTTOM DRAINFIELD TO BE [16.2(7 NCHES T] [ABO _ �EP /REFERENCE POIN
L .
D FILL REQUIRED: INCHES EXCAVATION REQUIRED: [ Z 2- ] INCHES
� L U O f LOAMY COARSE !
D INSTAL
O
OM OF DRAINFIELD
H`. e u INVERT ELEVATION
ASI L•. £t e � is .v
ER THA14
�l PROPOSED L sW THE#
SPECIFICATIONS BY: I - i
r �
PROVED BY: ITLE: {" ! ' jj� Pi!a.., CH,
DATE ISSUED: ) i EXPIRATION DATE: / IZ 0 Z
DH 4016, 12/99 (Page 1) (Previous Editions May Be Used) Page. 1 of 3
pt.1: Health Department
pt.2: Applicant
pt.3: Installer/Contractor
pt.4: Building Department
r
- _ STATE OF FLORIDA PERMIT NO.a6ti1-0 S
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: zoo,
CONSTRUCTION PERMIT RECEIPT #:
-f
CONSTRUCTION PERMIT FO
[� New System [ y] Existing System [j Tank [0] Innovative :
[. Repair [ ] Abandonment Temporary
[ ]
APPLICANT: tic
, n
5S X k S ; (� , (aJf f'• �"( �C4t,r ; t- 1 . 33iSj
PROPERTY ADDRESS: /-
LOT: z BLOCK: � � SUBDIVISION: A 11 er Oaks '�P- �JYJ rJ I trN S(VVI
�j /, [.SECTION; TOWNSHIP, RANGE, PARCEL,NUMBER]
PROPERTY ID #: - T 02 00 U�. [OR TAX _ID NUMBER]
SYSTEM KUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND.STANDARDS OF SECTION 381:0065,
F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF.BYSTEM DOES NOT .GUARANTEE SAFTISFACTORY
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL F , WHICH SERVED•AB*.A
BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO -MODIFY THIC PERMIT,..WPLICI,T lop
SUCH MODIFICATIONS MAY RESULT IN..THIS .PERMIT BEING MADE .NULL AND VOID. *ISSMNCEOgyO. 'FiIS Ppnff.IT
DOES NOT. EXEMPT THE APPLICANT FROM COMPLIANCE- WITH .OTHER FEDERAL, STAKE,, OR .LOCAL, PERM4TTIgG
••.••. . •
REQIIIRED FOR DEVELOPMENT OF THIS.PROPERTY. • • _ • . , _ .. ,,..
= STEM DESIGN AND:SPECIFICATIONS '
p y , .
T [ L ] GALLONS / GPD SPTIC.TANKIAEROBIC UNIT CAPACITY TI-C,jiAMBERED/JIN-SSRIESr�[f(�]
A [ ] .GALLONS / GPD CAPACITY MULTI-CHAMBERED/;W-SERIB6�J.:]
N [. ---- ] 'GALLONS:GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SIWAT•$•TANR .1
': ;30 GICLLONS]
•
K. [ ] GALLONS DOSING TANK .CAPACITY [ ] GALLONS. ® [ I DOSES,PER 24 HRS. #.PUMP$ j,
, ,
. ]
.•
• ••.•a•
•
D,.: [ Z g] _SQUARE FEET PRIMARY DRAINFIELD SYSTEM • •..,. '
R. [ " ] ,SQUARE FEET/ SYSTEM
, •
A TYPE SYSTEM. . .. [ 0 STANARD [ FILLED [ ] MOUND [ ]
I CONFIGURATIONi: [ .. ] . TRENCH [:.. BED [ ]
F LOCATION OF BENCHMARK:
I .ELEVATION .OF PROPOSED SYSTEM SITE [17 D] NCHSS T] ABO BSLOw]; tsrr REFERENCE POINT
E .BOTTOM OF DRAINFIELD TO BE [17_6 OJ /FT] [ABOVE LO JSNC REFERENCE POINT
L
D FILL.REQUIRED: . [ N6Y14 ] INCHES . EXCAVATION REQUIRED: ['] Z . ] INCHES
o 1� V t� U C S. INSTALL 2" OF LOAMY COARSE SAND
UNDER COMM OF BRAINFIELD
H Pew .t- ", o
E �u- 2:v►S� a �'" 111✓_ - w �. I "Alm i •3�
R v i o a Hit; 2 r .p. - - _r 8 LL BE OCR
AT:LEAST 2.0 FEET tilF S fi LL�HO� 2 / UU
SPECIFICATIONS BY: 2cQn D �SEld�lf
"PROVED BY: ITLE: E ' i l�NV�•�� CHD
�j_PATE ISSUED: I- IZ b I EXPIRATION DATE: IZ Z
DH 4016, 12/99 (Page 1) (Previous Editions May Be Used) Page I of 3
pt.1: Health Department
pt.2: Applicant
pt.3: Installer/Contractor
pt.4: Building Department
STATE OF FLORIDA PERMIT NO. 40/1)- a 7 6 3
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID: 00, Uw
m CONSTRUCTION PERMIT RECEIPT #:
CONSTRUCTION PERMIT
. . FO[R•
X 1 New System [P
]] Existing System Holdin g Tank Repair
[ . ]
innovative,Abandonment Temporary
APPLICANT: C G'c LL - C
PROPERTY ADDRESS: X X 5 . , fn
LOT: -•� BLOCK: SUBDIVISION:.._
O f
qJ `�,� [SECTION, TOWNSHIP, RANG
PROPERTY ID #e -,q -I V U 0 (p % V E, PARCEL NUMBER]
Y - [OR TAX: ID NUMBER] , ,
i
' SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND,+STANDARDS OF SECTION .381.0065,
F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF.SYSTSM:rDOSS NOT GUARAN'Pgg :SAF.TISFAC.TOny
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN,`MATERIAL Fh"sf•WHICH SERVED:AS:
BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT` TO MODIFY 711E :PS3RMII;9 4appLICATTONo
SUCH MODIFICATIONS MAY RESULT IN :THIS PERMIT BEING MADE NULL AND VOID. 1MTFANCE OF"THIS PfsRN
DOES NOT EXEMPT .THE APPLICANT FROM COMPLIANCE .WITH OTHER FEDERAL, ..StAlt OR .LO
REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. � ERMI�TINN
;STEM DESIGNi AND: SPECIFICATIONS ' " '•••"+
T "I CJ 0, GPD ii TANKK�AEROBIC UNIT: • • •
A [ MIILTI-CB�AMHSRED/IN•SERISS I X]•
] GALLONS / GPD CAPACITY MtTLTI-CliAMBSRSD/ 3'-19FRIE3-•F••
N I ] GALLONS GREASE INTERCEPTOR CAPACITY {MAXIMIIM' CAPACITY SI •
K [ l GALLONS DOSING TANK CAPACITY [. � ANR. '1'230. GALLONS,?
7 S [ EZt 24;HRS F..>�VMPS T:-1%NS.
GALLON �
] DOSES P
D: I Z 7 SQUARE FEET, PRIMARY DRAINFIELD SYSTEM. • •
e••••.
R [ -" 1. SQUARE FEET SYSTEM •
A TYPE-SYSTEM FEET
[ FILLED I l.. MOUND [ ]
I CONFIGURATION .._ [ l TRENCH [. BED.
N. L
F LOCATION OF BENCHMARK:
I. ELEVATION OF PR.OPOSSD SYSTEM SITS [�3� <[��FT]. OVS BELOW]': NC� FERgPJCS POINT
S BOTTOM_.OF :DRAINFIELD" TO BE q&,Z.U]_ { NC FT] . [ABOVE)ta p�j SNCHI�ARK gFSRENCE POINT
L
/I ,,
D FILL REQUIRED: [P�'q ] .INCHES EXCAVATION. REQUIRED: [772- ] -INCHES
J
o Cw c� c t G �� , s _ INSTALL Z N OF LOAMY COARSE SAND
T OF QRIFIELD
E S v .ors t o a C, ULUIELD,ELVATION
AT LEAST 2 0 r-4 g-ffj "'(R-WAN TRENCH
SPECIFICATIONS BY: �-�e. T
r=r 1
-°PROVED BY: if-:k-L-41 ` f
' ITLE: '1-1-- CSD
i
DATE .ISSUED: 7 /Z O
EXPIRATION DATE: j
i
DH 4016, 12/99 (Page l) (Previous Editions May Be Used) /
Page 1 of 3
pt:1: Health Department
pt.2:.Applicant
pt.3: Installer/Contractor
11/01/00 WED 20:31 FAX 305 252 1556 GO Group, Inc. 0004
Jab sash RrObCI't G.Brooks,)V1.D'•
Goveraor
Annie R Neaman,RN,ms,Executive Adminisoator
TO: Cc enrol SeWon Subdivision
Dade Coumty Departoncat of Public Works
FROM: F1)rida Depardment of Health
District)a
•01.1-Site Sewage Disposal Systems
AGENDA DAM. �- �-''• C30
TENTATIVE PT.AT No.: 4
WAIVER OF PLAT No.:
i. [ .public water supply and u st a utillzod W seM AU& •••• •• •
•
entire subdivision. •
2. [ 1 A•pwgicwatcr supply must be udliZed to serve tbls entire
subdivkon. •
I Mans showing the deign and locations of flte proposed se*thk •.
systems mast be approved by this office prior to issuance of "
individual building permits. •.•..• '.•.•' '
•
. . - 3. . . [ l Amlividuai wells for.potable use aze;acceptable,for.this.subdivisn8d,•' , • • . •
Pians showing the design and location of the proposed septic tank •
:ystems and the well Wust be approved by this"Office prior to.
Issuance of individual building peumits•
4. Other'
By:
bate:
Efrdin.C, Y.opez
Bogint"Of
Sandy jolev,M.S.F,E.,&*mn=W Adniui*"
' tvGeoti�ade County HealW peputmmt�►vUoou+mnl Heap .
1725 N.W.1676&tnxd,ttmsni,Floods 330S6
T9•(305)623-3500+FAX(305)623.3502
• Eow'1_,remit�;,�eot�swe.tl.us
�►ebsite:wow►.d�dd�edduaS
11/01/00 WED 20:31 FAX 305 252 1556 GSD Group, Inc. K;, Q003
MEMORANDUM
.
U
TO: Subdivision and Platting Section AGENDA DATE: � 00
Public Works Department
Plan Review Sectio 1 TENTATIVE PLAT NO.: � �
Department of Environmental Resources Management
Tice has reviewed the referenced plat and recommends the following:
A public water supply must•�e utilized w serve this entire subdivision. Plans for the extension of the existing water mains to serve this
property must be approved b;r this office prior to the recordation of this plat
A public sewerage system mast be utilized to serve this entire subdivision. Plans for thii extension of the axistiag sewer system to serve
this property must be approved by this office prior to the recordation of this plat
``--��0 A public water supply must t e utilized to serve this entire subdivision. Plans for this system have been approved by this office. Therefore,
we have no objection to the r ecordation of this plat.
APPROVAL#
0 A public sewerage system must be utilized to serve this entire subdivision. Plans for this system have been approved by this office.
Therefore,we have no objection to the recordation of this plat. -
APPROVAL# .
0 Existing public water lines n:ust be utilized to serve this subdivision. This office has no objection to the recordation of th plat •• • :••
•• • ••.. •..•
P.xL4tlag public sewer lines must be utilized to serve this subdivision. This office has no objection to the recordati$a of this plat. •
0 The use of septic tanks is acceptable for this subdivision. .•• • •'••
. . •
OIndividual wells for potable i isc arc acceptable for this subdivision ` :•. '.
A restrictive covenant must:)e executed with this office prior to recordation of this plat Forts•for this covenant may be obtal"Ns ".
office at 111 NW 1st$treat,,.auits 1010,Miami,Florida i • • ••••••
o •
• • •
Development imtbrmadon nc t furnished. �•�•• ••••••
This Department has performed a concurrency review for water and sewer on the above subject Development Ord�r�used o a cam6ly 'e V••
available Wbrmation,the fo.lowing determinations have been made_ ;•
1_ Public Water-Existing•Bcilkies and services meet the Level of Semite(LOS)standards act foith'in the CDMP. Furthermore,the •
proposed development order, if approved, will not result in a reduction in•the LOS standards subject to compliance with the
conditions stip ated by DERM for this proposed development ordcr,•if any.
2. Public ewer-Existing Facilities and'services meet the Level of Service•(LOS)'standards set forth in the CDMP.
Furthe rope.md development order,if approved,will not result in a reduction in the LOS standards subject to compliance
with the end" n tipijlated by DERM for this proposed development order,if any.
Plem note that this concurrency dctennination does not constitute a final concurrency statement on the proposed development order as
provided for in the adopted inethodolo for concurrency review. One or more additional concurrent determinations will be reautred,
QConcurrency Issued by the rfunicipality
Please note that the rcgioni sewer system is operating under a capacity allocation program in accordance with the First Partial Consent
Decree between MetrepolW-'a We County and the United States of America(Case NO.93-1109 CIV Moreno). Under the terms of this
Consent Decree,this apprmid does not constitute an allocation or certification of adequate treatment and transmission system capacity,
which will be evaluated and determined at the time of agency review of the building permit plans for the referenced pro act.
Date Reviewed: 13y: I
;P
QWLAM REVIEW1COaE DOM TENrAME.PLAT DOC-31998 ..
Project Numberr 4
Miami-Dade Water and Sewer Department
_\ Plans Review Section
3575 South LeJeune Road, Room 120 • Office 305-669-7658 • Fax 305-669-7769
SERVE O•CONSERVE
' Date: � �[J-
-o
Project Name: /� �� C-D000rle,S
t
Engineering Company: 'c � �1 1? a 2,
l A .pAwf(
i.fe Z Telephone: V`067' V Y117
Contact Person: --
Classification: DR Final Resubmittal Revision
(please circle one)
Approval Number:
Type of Project: Water Main Sewer Main Pump Station Sewer Lateral
(please circle)
Water Service Fireline Phasing Plans ( vr:eCator Plans
. . 0000 • .
Shop Drawings
• • • "Osseo
• •• •0
• •
The following have been submitted to the Plans Review Section for review apj roval, „ ••••o•
0000 0000.0
Sets of plans Pump station plans' •
•
.... ......
Water applications EQCB Form ;
Sewer applications Utility Certification ••�••�
FDOT applications Pre-treatment application
Public Works dry-run
Number:
The above mentioned project has been submitted to the Plans Review Section for review.
Plans will take at least three to four weeks to be reviewed.
e n
PL EASE,REF..ER T,O THE PROJECT NUMBER WHEN.INQUIR'CNG AROUt STATUS.
Comments:
Received by• ,
White: Customer Yellow: Plans Review
SAMCACE, L.L.C., ID#17208
AGREEMENT
FOR '
WATER FACILITIES
.. . .... ....
BETWEEN '
MIAMI- DADE COUNTY
AND '
SAMCACE L.L.C. ""'•
•••••• •••• • •
• • •••••• • •
This instrument prepared by:
Clementine Sherman
New Business Administrative Officer II
Utilities Development Division
Miami-Dade Water and Sewer Department
3575 S. LeJeune Road
Miami, Florida 33146-2221
INVOICE#35982 .
s
SAMCACE, L.L.C., ID#17208
THIS AGREEMENT, made and entered into at Miami - Dade County, Florida,
this 9�;k 14-P day of 2000 by and between
Miami - Dade County, a political subdivision of the State of Florida, hereinafter designated
as the "COUNTY", whose mailing address is: c/o Miami-Dade Water and Sewer
Department, 3575 S. LeJeune Road, Miami, Florida 33146-2221 and Samcace L.L.C., a .• .'.
Florida limited liability company, hereinafter designated as the "DEVEh;PEFr',oA Lose ••••
mailing address is: c/o Cesar Elias Molina, President, 12371 S.W. W Tdrrace, Miami,
Florida 33186.
. . .. ......
. . .... ......
. .... ......
WITNESSETH:
—-———————— .....
. . ...... . .
•
WHEREAS, the DEVELOPER desires water service to be rendered to property
owned by the DEVELOPER, and
WHEREAS, the Miami-Dade Water and Sewer Department, hereinafter,
designated as the "DEPARTMENT", operates the water system owned by the COUNTY.
NOW, THEREFORE, in consideration of the mutual covenants entered into between
the parties hereto to be made and performed, and in consideration of the benefits to accrue
to each of the respective parties, it is covenanted and agreed to as follows:
Page 2 of 19
SAMCACE, L.L.C., ID#17208
1. DEVELOPER'S PROPERTY. The DEVELOPER owns a certain tract of
land in Miami-Dade County, Florida, which is legally described in Exhibit "A" attached
hereto and made a part hereof, hereinafter, sometimes described as the "DEVELOPER'S
property". The DEVELOPER has requested that the DEPARTMENT render water service
to the DEVELOPER'S property and the COUNTY agrees to do so subject to the terms, •' •'•
. . . . .... .. .
covenants and conditions contained herein. '.•'•' '••••' ••••
......
2. PROVISION OF SERVICE AND CONNECTION CHARGES. The COUNTY
will provide an adequate domestic water supply for the DEVELOPER'S.Property. The .
. . .... ......
DEVELOPER shall pay water connection charge for all those units to;be oonst;u Q on ••.•.
. . ...... . .
the DEVELOPER'S property. The water connection charge is based an the average daily "'•'
gallons per day for the various building units and/or use as shown on Exhibit"B" attached
hereto and made a part hereof, multiplied by the applicable rate established by the
COUNTY. The DEVELOPER intends to construct nine (9) townhouse residential units.
Therefore, the agreed total average daily gallonage is two thousand two hundred fifty
(2,250) gallons. The water connection charge shall be calculated at the rate in effect at the
time of actual connection to the COUNTY'S water system and shall be paid by the
DEVELOPER prior to the DEPARTMENT'S installation of a water meter service to the
DEVELOPER'S property. The DEPARTMENT current water connection charge rate is one
dollar and thirty-nine cents ($1.39) per gallon per day. The water connection charge rate
is subject to revision at any time.
Page 3 of 19
t
SAMCACE, L.L.C., ID#17208
3. POINTS OF CONNECTION. The COUNTY owns and operates a twelve
(12) inch water main located in S.W. 56 Street, abutting the southern boundary of the
DEVELOPER'S property, from which the DEVELOPER shall install and connect an eight
(8) inch water main within the DEVELOPER'S property. Other points of connection may
be established subject to approval of the DEPARTMENT.
00 • 0000 0000
0 :000:0
0000
4. DESIGN AND CONSTRUCTION OF FACILITIES. The bEVI:LOPER at its •
own cost and expense shall cause to be designed, constructed and•installed 'all 4 the ...,:
•00• . 0
. . 0000 0000..
necessary water facilities provided for in this Agreement unless otherwise specified The
0000..
....
facilities shall include any and all water mains, valves, fittings, fire hydrants, firelines, 0.00•
. . •00000
. .
0000
00:00.
service connections, service lines, shutoffs, meter'boxes, and all appOrtenances thereto
for a complete installation. The final design and construction of the facilities shall meet the
requirements set forth in the latest revision of the DEPARTMENT'S "Rules and
Regulations" for water service; shall be in accordance with the latest revision of the
DEPARTMENT'S "Design and Construction Standard Specifications and Details"; and
shall be subject to approval by the DEPARTMENT.
5. INSPECTION. The design and construction of facilities to be owned by the
COUNTY shall conform to the COUNTY standards and regulations. The COUNTY shall
have the right but not the obligation to make engineering inspections of all the construction
work performed by the DEVELOPER under the terms of this Agreement including private
Page 4 of 19
4"q f
SAMCACE, L.L.C., ID#17208
facilities not to be conveyed to the COUNTY. Such inspections shall not be construed to
constitute any guarantee on the part'of the COUNTY as to the quality and condition of
materials and workmanship. Any inspections by the DEPARTMENT shall not relieve the
DEVELOPER of any responsibility for proper construction of said facilities in accordance
with approved plans and specifications. Furthermore, any inspections by the
DEPARTMENT shall not relieve the DEVELOPER of any responsibility for the quality and ;• ;•;
condition of materials and workmanship. •••••• •••••• ."".
6. TESTS. During construction and at the time when' various fests are •�•,�•
. . .... ......
required, the COUNTY'S engineer or its authorized representative, 4og4ther with the .
. .... ......
...... .... . .
DEVELOPER'S engineer and contractor, shall jointly be present t(2 witgess lest! for •••••
:*000e . .
determination of conformance with approved plans and specifications. 'The DEVELOPER •
shall notify the COUNTY a minimum of twenty-four (24) hours in advance of the tests.
7. CONSTRUCTION MEETINGS. The COUNTY reserves the right to schedule
construction meetings with the DEVELOPER'S representatives (Engineer, Project
Manager, Construction Superintendent and others) at a place designated by.the COUNTY
with respect to project related matters upon twenty-four (24) hours notice.
8. APPROVALS AND PERMITS. The DEVELOPER shall be fully responsible
for obtaining all required approvals from all appropriate governmental and regulatory
agencies and all necessary permits for all facilities contemplated in this Agreement.
Page 5 of 19
SAMCACE, L.L.C., ID#17208
9. COUNTY AS PERMITTEE. Certain federal, state and county agencies,
including but not limited to the State of Florida Department of Transportation, the South
Florida Water Management District, the U.S. Army Corps of Engineers and the Florida East
Coast Railroad may require that the COUNTY be named as permittee for certain
construction activities even though the DEVELOPER'S contractor will aCtUally perform the :•
. . . .... .. .
work. To insure that the COUNTY will incur no costs or liability as a resdit bf being named ;••••;
permittee on such permits, the DEVELOPER shall provide sufficient seoNtyes acceptable •
ee ea •
to the COUNTY which shall indemnify and protect the COUNTY from gIJ4aims,.aclk6s, ••••••
so:. •
. . .. .....*
judgements, liability, loss, cost and expense, including reasonable attorney's fees, related •
...... ease
to work performed by the DEVELOPER pursuant to such permits. The security;g�pjl•be ••:••.
furnished prior to the start of construction and shall be in an amount equal to the
COUNTY'S cost estimate for the permit work. The DEVELOPER shall have sixty (60) days
to resolve any claims by a permittor. Otherwise, the DEPARTMENT shall be entitled to
pay said claims from the security. The DEVELOPER shall be liable for all costs in excess
of the security.
10. SERVICE LINES. If any of the water service lines required for the
DEVELOPER'S property are connected directly to existing mains owned by the COUNTY,
those service lines will be installed by COUNTY personnel. The DEVELOPER hereby
agrees to pay to the COUNTY its standard service line installation charge prior to any such
installation.
Page 6 of 19
SAMCACE, L.L.C., ID#17208
11. OWNERSHIP OF WATER METER. The COUNTY shall provide, own and
install the required water meter at its own expense as a part of any water service
installation. Ownership by the COUNTY shall terminate at the outlet side of each water
meter.
. . . .... .. .
12. CONDITIONS TO SERVICE. In addition to the covenahls'and cona[tions
set forth herein, water service to be rendered by the COUNTY is subjeEf tq 4vailable•water
by the COUNTY. However, in no event will the COUNTY be obligated tp.supply any.more •'
•
water capacity in any one year than is called for by the building constrOction schedule ;••••;
.
...... .... . .
attached hereto and made a part hereof as Exhibit "C". Any variation frprn, ;gaid '•:
.... •
construction schedule which results in increased yearly demand on the water resources .
facility capacity of the COUNTY not specifically provided for in Exhibit"C" shall be subject
to the written approval and consent of the DEPARTMENT and shall be dependent on the
availability of the water resource and the various restrictions placed on the supply of water
by local, state and federal government agencies and the physical limitations on the
COUNTY'S supply capacity. If the DEVELOPER does not utilize the yearly amount of
water facility allocation specified in Exhibit "C", said amount will be available to the
DEVELOPER in the next calendar year subject to the limitations and provisions specified
herein.
Page 7 of 19
4
SAMCACE, L.L.C., ID#17208
13. ALLOCATION OF CAPACITY. The COUNTY agrees to include the
aforesaid allocation in its regional water supply. However, it is mutually agreed and
understood by the COUNTY and the DEVELOPER that the allocation of capacity by the
COUNTY does not guarantee the ability of the COUNTY to supply water for the
DEVELOPER'S property. Capacity allocation is subject to local, state and federal
agencies and other regulatory bodies having jurisdiction. In conneGWgutherewith, the
DEVELOPER agrees that the COUNTY shall not be liable or in any way lresponsib� for ;••••:
• • • ....
any costs, claims or losses incurred by the DEVELOPER as a restiLt pf actiohs by
regulatory bodies, which are related to capacity allocation. .. ••
• •••• ••••••
•••••• •••• • •
14. FACILITIES EASEMENTS. If the facilities contempl4ted Jereiq•pr:;any
portion thereof are installed within private property outside of public right-of-way, the -
facilities shall be installed in the center of a twelve (12) foot wide easement for water
facilities. If the facilities are not located in platted easements, then easements shall be
granted to the COUNTY by the DEVELOPER prior to the COUNTY'S installation of a water
meter service to the DEVELOPER'S property.
15. CONVEYANCE OF TITLE. Conveyance of all easements shall be by
separate instruments in recordable form as approved by the COUNTY and shall be
accompanied by a written opinion of title by an attorney licensed to practice law in the
State of Florida which states that the DEVELOPER is the owner of the property interest
to be conveyed, subject only to liens, encumbrances and restrictions as are acceptable to
Page 8 of 19
k, a
SAMCACE, L.L.C., ID# 17208
the COUNTY. The opinion shall also state that upon execution by the DEVELOPER, a
valid and enforceable easement will be vested to the COUNTY. The DEVELOPER shall
pay for all recording fees and for all documentary stamps. The details for all conveyances
are specified hereinabove. Failure of the DEVELOPER to provide proper conveyances
shall be cause for the COUNTY to refuse to render service to the DEVELOPER'S property.
16. DRAWINGS AND CONVEYANCE DOCUMENTS. Following completipn of
the water facilities contemplated herein for COUNTY ownership, the CC;.U*KTj shall provide
conveyance documents, which may include bills of sales, releases of Bans and grads of •.
. . .... ......
easements for execution by the DEVELOPER. The properly executed d6cumertit4; hall :....:
be delivered to and accepted by the COUNTY prior to the rendition of viater$erviee,b;the
COUNTY. The DEVELOPER shall pay for all recording fees for conveyance documents •
delivered to the COUNTY. These conveyances shall be accompanied by copies of paid
bills and/or lien waivers, releases, or satisfactions from all persons who performed work
on DEVELOPER'S property and all persons who incorporate materials into the property,
together with a breakdown of the actual cost of said facilities. Concurrently, the
DEVELOPER shall furnish the COUNTY with one (1) set of Mylar as-built drawings
showing specific locations and depths among other things, of all facilities as located by a
licensed surveyor, along with four (4) prints of the as-built drawings which have been
sealed by a surveyor and certified by the engineer of record. Approval by the COUNTY
of all required conveyance documents, drawings and survey specified herein shall
constitute final acceptance by the COUNTY of said facilities. After final acceptance, the
Page 9 of 19
SAMCACE, L.L.C., ID#17208
facilities shall remain at all times the sole, complete, and exclusive property of the
COUNTY and under the exclusive control and operation of the COUNTY.
17. WARRANTY AND MAINTENANCE BOND. The DEVELOPER warrants
that the water facilities to be owned by the COUNTY shall be free from defects in materials
and workmanship for a period of one (1) year from final acceptance.b ht�e COUNTY. :
. . . 00 0
0
Simultaneously with the conveyance of the water facilities, the DEVEL.6PER shall deliver :�•�•
0..000 0
• • 0000.
0
to the COUNTY an executed maintenance bond, which guarantees We. %karranty'• If it •
• .. ..
. a • 0000..
becomes necessary to repair and/or replace any of the facilities during•tie;nitiat coe.(1) '.
0 . •••• 0000..
year period, then the warranty as to those items repaired and/or replaped shall continue :••••�
a•..
to remain in effect for an additional period of one (1) year from the date of final accept4nce •0;••;
0000
0000.
by the COUNTY of those repairs and/or replacement. The bond shall be in the amount '
equal to the sum of those portions of the actual cost of construction of said facilities as
follows:
Types of Facilities Percentage of Actual
Construction Cost
Ductile iron water mains 25
The bonds shall have as the surety thereon only such surety company as is acceptable to
the COUNTY and which is authorized to write bonds of such character and amount under
the laws of the State of Florida. A surety company must have a Best's Key Rating Guide
General Policyholder's Rating of"A" or better and a Financial Category of Class "V"
or better or be acceptable to the COUNTY. The attorney-in-fact or other officer who signs
a bond must file with such bonds a certified copy of his power-of-attorney authorizing him
Page 10 of 19
h t
SAMCACE, L.L.C., ID#17208
to do so. The Maintenance Bond may be written with the DEVELOPER'S contractor as
"Principal" and the DEVELOPER and the COUNTY as "Co-obligees" or the COUNTY as
sole "Obligee". In the alternative, the DEVELOPER may be named as "Principal' and the
COUNTY as "Obligee". The Maintenance Bond shall remain in force for one (1) year
following the date of final acceptance by the COUNTY of the work done pursuant to this
Agreement to protect the COUNTY against losses resulting from anp•atitt all.defects in
. . . 0000 .. .
0000 0000
materials or improper performance of work. If there is no building construction qRq� t ray
• 0000
within the DEVELOPER'S property at the time of conveyance, the COL441WShall Have the
. . 0000..
right to require that the term of the Maintenance Bond be extended for&a periddA6t to ••
06:0 0000..
exceed an additional two (2) years. Upon demand by the COUNTY,Ae DEVEL•OPFR ;••••;
. .
• 0000.
shall cause to be corrected all such defects which are discovered Within khe iarranty 0
0000
0000*
period or periods as set forth above, failing which the COUNTY shall make such repairs •
and/or replacements of defective work and/or materials and the DEVELOPER and/or its
Surety shall be liable to the COUNTY for all costs arising therefrom. The DEVELOPER
also warrants that it shall be solely responsible for the repair of any damages to said
facilities caused by persons in its employment.
18. TERMS OF AGREEMENT. Both the DEVELOPER and the COUNTY
recognize that time is of the essence and that this Agreement shall be deemed null and
void and unenforceable if the DEVELOPER fails to comply with any of the following
conditions, where applicable:
Page 11 of 19
SAMCACE, L.L.C., ID#17208
a. After execution of this Agreement, work on the DEVELOPER'S property shall
commence within one hundred eighty (180) days from the execution date.
Work shall be considered to have commenced when a full complement of
workmen and equipment is present at the site to diligently incorporate
materials and equipment into the construction of the water facilities
throughout the day on each full working day, weather pgmltttng. •••• :•
. .
b. Once the DEVELOPER commences construction on th;•DEVELOPER'S
property, building construction cannot be suspended, abbMobed, pr Apt in •
active progress for a period exceeding one hundred eig4tyti4 0) dhyzr.:. •••�;•
19. INDEMNIFICATION CLAUSE. The DEVELOPER shall Aderrilify +d4;old ••:••:
•••••
harmless the COUNTY and its officers, employees, agents and instrumentalities from any •
and all liability, losses or damages, including attorney's fees and costs of defense, which
the COUNTY or its officers, employees, agents or instrumentalities may incur as a result
of claims, demands, suits, causes of actions or proceedings of any kind or nature arising
out of, relating to or resulting from the performance of this Agreement by the DEVELOPER
or its employees, agents,-servants, partners principals, contractors and/or subcontractors.
The DEVELOPER shall pay all claims and losses in connection therewith and shall
investigate and defend all claims, suits or actions of any kind or nature in the name of the
COUNTY, where applicable, including appellate proceedings, and shall pay all costs,
judgements, and attorney's fees which may issue thereon. The DEVELOPER expressly
understands and agrees that any insurance protection required by this Agreement or
Page 12 of 19
SAMCACE, L.L.C., ID# 17208
otherwise provided by the DEVELOPER shall in no way limit the responsibility to
indemnify, keep and save harmless and defend the COUNTY or its officers, employees,
agents and instrumentalities as herein provided.
20. FORCE MAJEURE. Should either party be prevented from performing any
obligations herein, including but not limited to water service, due to or resu" from a force
majeure or inevitable accident or occurrence, such party shall be excus�a—from :•••.:
performance. As used herein, force majeure shall mean an act of God;.-MNch includds but
is not limited to sudden, unexpected or extraordinary forces of nature.suc h as floods, •.
washouts, storms, hurricanes, fires, earthquakes, landslides, epidemics,'explosiQp.S or :....:
•
other forces of nature. Inevitable accidents or occurrences shall mean thole Wbicb:are
f
unpreventable by the either party and shall include but not be limited to strikes, lockouts, •
other industrial disturbances, wars, blockades, acts of public enemies, insurrections, riots,
federal, state, county and local governmental restraints and restrictions, military action, civil
disturbances, explosions, conditions in federal, state, county and local permits, bid
protests, manufacturing and delivery delays, unknown or unanticipated soil, water or
ground conditions and cave-ins, or otherwise, and other causes reasonably beyond the
control of either party, whether or not specifically enumerated herein.
21. REMOVAL/RELOCATION OF FACILITIES. The DEVELOPER hereby
acknowledges that any water facilities, within the DEVELOPER'S property, encroaching
or under future buildings must be removed and/or relocated. All costs incurred will be
Page 13 of 19
r ,
SAMCACE, L.L.C., ID#17208
borne solely by the DEVELOPER therein. The removal and/or relocation of certain water
facilities is a precedent prior to the rendering of water service to the DEVELOPER'S
property. Said relocation and/or removal of facilities, shall be performed by or for the
DEVELOPER in accordance with plans and specifications to be approved by the COUNTY
and in such a manner that there will be no interruption of services to the COUNTY'S
existing customers.
Oros
•••••• • •
22. SERVICE CHARGES. The DEVELOPER agrees to pay tb the:000NTY the •
0 so
prevailing service charges for water supply and fire protection within thaGEVEL4PERIS ••
• •
property as may be applicable until the responsibility for payment q said charges•is
properly transferred in accordance with the COUNTY'S regulations. : •
s s
Y
23. USE OF FACILITIES BY COUNTY. The COUNTY reserves the right to
make full use of the water facilities to be owned by the COUNTY as contemplated herein
to serve other customers at any time.
24. OPINION OF TITLE. With the execution of this Agreement, the
DEVELOPER at its own expense shall deliver to the DEPARTMENT an opinion of title for
the DEVELOPER'S property, issued by a qualified attorney, licensed to practice law in the
State of Florida, which states that the DEVELOPER owns fee simple title to the property
referred to herein.
Page 14 of 19
SAMCACE, L.L.C., ID#17208
25. BACTERIOLOGICAL TESTS AND INDEMNIFICATION. DEP requires that
prior to the rendition of any new water service by the DEPARTMENT, bacteriological tests
must be performed. It is the responsibility of the DEVELOPER to comply with all such
requirements and to obtain all necessary approvals. In addition, the use of floating meters
for construction purposes is subject to State of Florida requirements and approval by the
COUNTY. The DEVELOPER may request approval for the use of floc 4—Teters prior to
. . . 0000 .. .
actual conveyance of title to the facilities to the COUNTY. However, thq•COUNTY mar be
0000 .
• 0000
required to execute documents to the Miami-Dade County Department dt Environmental •
Resources Management or State of Florida Department of Health a4id•Reha�i4tra4ve '.
. . 0000 0000..
Services which state that the COUNTY has accepted title to the facilities lithe CQLWTY
0000.. 0000
is required to execute such documents, the DEVELOPER agrees to indemhify a� -Aeld 00;j00
0000 •
•••••
the COUNTY harmless from and against all claims, actions, judgements, damages, loss, •
cost and expense including reasonable attorney's fees which may be incurred by the
COUNTY in connection with the rendition of water service through the facilities constructed
and installed by the DEVELOPER prior to conveyance of title to the COUNTY, including
but not limited to those which result from failure to properly maintain and repair the water
facilities.
26. ASSIGNMENT OF AGREEMENT. No right to any water supply service
commitment provided for in this Agreement shall be transferred, assigned or otherwise
conveyed to any other party without the express written consent of the Director of the
DEPARTMENT or his designee except as noted below. The consent of the
Page 15 of 19
SAMCACE, L.L.C., ID#17208
DEPARTMENT shall not be required in connection with the sale, lease or other
conveyance of property or any residential units or commercial establishments to any party
who will be the ultimate user of the property, including but not limited to a bona fide
purchaser, lessee, resident or occupant. The intent of this paragraph is to require consent •
of the DEPARTMENT for assignments or transfers of any water capacity alloearirl to arlq••• •
party who holds such property as an investment for resale or who intends A%d&elop l& :
sale a portion of the DEVELOPER'S property, so that the COUNTY can adequRq%ijo
determine the demand for water capacity and plan for the fair and equitable aPiocatid�•of
water capacity among the residents of Miami-Dade County. Consent, whin requiredmel
;sl :••••:
•
not unreasonably be withheld by the DEPARTMENT. If the DEVELOPER'S property is
transferred or conveyed, the DEVELOPER shall remain liable to the COUNTY for all sums •
of money and all obligations due hereunder unless released in writing by the COUNTY.
27. ENTIRE AGREEMENT. This Agreement supersedes all previous
agreements and representations, whether oral or written, between the DEVELOPER and
the COUNTY and made with respect to the matters contained herein and when duly
executed constitutes the complete Agreement between the DEVELOPER and the
COUNTY.
28. NOTICE. All notices given pursuant to this Agreement shall be mailed by
United States Postal Service registered or certified mail to the parties at the addresses
specified on page two (2) of this Agreement or addresses otherwise properly furnished.
Page 16 of 19
. a
SAMCACE, L.L.C., ID#17208
29. RECORDING OF AGREEMENT. This Agreement is being recorded in the
public records of Miami-Dade County, Florida, for the particular purpose of placing all
owners and occupants; their successors and assigns, upon notice of the provisions herein
contained. The DEVELOPER shall pay all recording fees. •••'.
•• •
..
Page 17 of 19
SAMCACE, L.L.C., ID# 17208
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be
executed by their respective officials as of the day and year above written.
WITNESSETH: MIAMI - DADE COUNTY
••••
fee
Signature '
••
J,z
By: . .
dt
�2
print name Rick Herrera, P.C., Chief •••.:.
Utilities Developmentpivisiprt•. ;
''•0
Miami-Dade WatetancCSewe
o
'_ 4taa p'r :�•
Departm erif' :••• •••..
Signature •.:..•
print name
STATE OF FLORIDA
COUNTY OF MIAMI - DADE /A
CThe foregoing instrument was acknowledged before me this �` day of
, 2000, by Rick Herrera, P.E., Chief, Utilities Development
Division of the Mia i-Dade Water and Sewer Department, who is personally known to me
and did not tak n oath. " - - -
a t�rh i e m- / IRENE MANTECON
Notay Public-State of ROM J
Not Public *CommialonEq*asan 19,2 04
CommLaian#Ci.'lQ960Si
Page 18 of 19
SAMCACE, L.L.C., ID#17208
ATTEST: SAMCACE L.L.C., A FLORIDA LIMITED
LIABILITY COMPANY
•••le
signature By: : (SEAL) .• •
Managing Mttnber •� ••
print name ••� •��••
signature'•••.. .•••• •
J . zun�� •
la '
print name •
STATE OF FLORIDA
COUNTY OF MIAMI - DADE
The foregoing instrument was acknowledged before me this day of
2000, by eLo 51g as Managing
Member, of Samcace L.L.C., a Florida limited liability company, on behalf of the company.
He/She/They is/are personally known to me or has/hasn't/have/haven't produced
M y s o)o C1.5- 2,7 L(v as identification and did/did not take an oath.
C C 1S1, y/fl
��I
Not P bl� Serial Number
print name
�•°�y� Michael S Carter
App rov d for Sufficiency of Execution Only: � *My CommissionCC75MIG
g40,00 Expires July 5,2002
Assistant County Attorn
Page 19 of 19
SAMCACE, L.L.C., ID#17208
EXHIBIT "A" OF AGREEMENT
BETWEEN
MIAMI- DADE COUNTY
AND
SAMCACE L.L.C.
LEGAL DESCRIPTION •' .•
THE EAST 228 FEET OF THE WEST 624 FEET OF THE SOUTH 1/2 OF TI4E SW 1/4.0 ; ••..
THE SW 1/4 OF THE SW 1/4 OF SECTION 24, TOWNSHIP 54 SOUTH .RANGE*40''
EAST, LESS THE SOUTH 50 FEET THEREOF, LYING AND BEING IN DAD�•COUNTY,
FLORIDA. •
"A" 1 of 1
CITY OF SOUTH MIAMI
MIAMI-DADE COUNTY / SEC. 24-54-40
NORTH LINE S.W. 1/4, S.W. 1/4
S.W. 52 ST.
�l •
•. Q • •••••• • •
•
Q ; : '•
J 0 • • • ••
C) '� •
••'
• ii,, • %
•
•
TR. „A„ ••••.
228'
TR
A /
N N v J
� m
35
._._..____.__._.____..._....-.__.. 228'
S.W. S. W. 56 ST.
CORNER
SOUTH LINE S.W. 1/4, S.W. 1/4
A PORTION OF THE S.W. 1/4, S.W. 1/4, S.W. 1/4, SEC. 24, TWP. 54 S., RGE. 40 E.
EXHIBIT "A"- 1
LOCATION SKETCH FOR: SAMCACE LLC
DRAWN: H.B. CHECKED: erl SC ALE: 1 "=300' DATE: 2/4/00
MIAMI - DADE WATER AND SEWER DEPARTMENT
A b
t
SAMCACE, L.L.C., ID#17208
EXHIBIT "B" OF AGREEMENT
BETWEEN
MIAMI- DADE COUNTY
AND
SAMCACE L.L.C.
SCHEDULE OF DAILY RATED GALLONAGE FOR :. •; ••
VARIOUS OCCUPANCY •
TYPES OF LAND USES GALLONS PER DAY! .••••
Adult Congregate Living Unit/Residential Type Institution or Facility 100 gpd/aerson: •••••
Airport 5 gpd/pass8hger plus •
10 gpd(eaployee ..• •••
Apartment 200 gp&unit ; ••; ••
Banquet Hall 25 gpd/sea ••
Barber Shop 10 gppl?00fq. ft.• 0 •� : •
• � '•-rte • •'�
Bar and Cocktail Lounge 15 gpq/sea=(stood) •
Beauty Shop 75 gpd/chair
Bowling Alley 100 gpd/lane •.:..
Camper or R.V. Trailer Park 150 gpd/space
Car Wash
a) Recycling-Type 750 gpd/bay
b) Hand-Type 3,500 gpd/bay
Coin Laundry 225 gpd/washer
Country Club 25 gpd/member
Dental Office 250 gpd/dentist plus
200 gpd/wet chair
Duplex or Twin Home Residence 250 gpd/unit
Factory
a) with showers 20 gpd/100 sq. ft.
b) without showers 10 gpd/100 sq. ft.
Food Preparation Outlet 50 gpd/100 sq. ft.
(Bakeries, Meat Markets, Commissaries) (350 gpd minimum)
Funeral Home 10 gpd/100 sq. ft.
Gas Station/Mini-Mart 450 gpd/unit
Health Spa and Gym 35 gpd/100 sq. ft.
Hospital 250 gpd/bed
Hotel and Motel 100 gpd/room
House of Worship 3 gpd/seat
Kennel 30 gpd/cage
Marina 40 gpd/boat slip
Mobile Home Residence/Park 300 gpd/unit
"B" 1 OF 2
w
SAMCACE, L.L.C., ID#17208
TYPES OF LAND USES (continued) GALLONS PER DAY
Motor Vehicle Service Station 10 gpd/100 sq. ft.
Nursing/Convalescent Home 150 gpd/bed
Office Building 10 gpd/100 sq. ft.
Pet Grooming 10 gpd/100 sq. ft. plus
75 gpd/tub
Physician Office 250 gpd/ptVsiriap
Public Park •• •
•A 0•• •..A•
a) with toilets 5 gpd/person •..•• ••
b) with showers and toilets 20 gpd/gqrsOr6
Public Swimming Pool Facility 10 gpd/persol ••..•
Restaurant(Full-Service) 50 gpd/Aseat ;•�
(350'�j#minim�m):'� •.����
Restaurant(Fast-Food) 35 gpd/,seat
er •:.. •
(330 gpd minimurM
Restaurant(Take-Out) 50 g /I 00,sq. ft'.
(9508p; minimy�
School
a) Day care/Nursery 5 gpd/student '• ••'
b) Regular School 10 gpd/student
c) with cafeteria, add 5 gpd/student
d) with showers, add 5 gpd/student
e) Teachers and Staff 15 gpd/person
Shopping Center(dry uses) 5 gpd/100 sq. ft.
Single Family Residence 350 gpd/unit
Speculation Building/Industrial warehouse 20 gpd/1,000 sq. ft.
Stadium, Racetrack, Ballpark, Fronton, Auditorium, etc. 3 gpd/seat
Storage or Mini-Warehouse 5 gpd/1,000 sq. ft.
Store without food service 5 gpd/100 sq. ft.
Theater
a) Indoor Auditorium 3 gpd/seat
b) Outdoor Drive-in 5 gpd/space
Townhouse Residence 250 gpd/unit
Veterinarian Office 250 gpd/veterinarian plus
a) with kennels 30 gpd/cage
Warehouse 20 gpd/1,000 sq. ft.
LEGEND:
gpd -gallons per day
sq.ft. -square feet
NOTES:
1) Sewage gallonage refers to sanitary sewage flow on unit basis for daily flow in gallons per day.
2) Condominiums shall be rated in accordance with the type of use.(i.e.apartment,townhouse,etc.)
"B"2OF2
4
d
SAMCACE, L.L.C., ID#17208
EXHIBIT "C" OF AGREEMENT
BETWEEN
MIAMI- DADE COUNTY
AND
SAMCACE L.L.C.
BUILDING CONNECTION SCHEDULE •..;;• •••'
•
Type and Number of Units Gallonage Coulpletfon of •
(gpd) BuildiggConnettfen'
•
9 townhouse residential units 2,250 ZO.00'*2001 ••••:.
"C" 1of1
FORM 600.A-97 401 FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
_ Florida Department of Community Affairs
Residential Whole Building Performance Method A
y `Project Name: MILLER OAKS -CYPRESS MODEL Builder. PROJECTZ INC
i Address: 6523 MILLER DRIVE Permitting Office: CITY OF SOUTH MIAMI '
City, State: SOUTH MIAMI, FL Permit Number:
Owner: SAMCACE LLC Jurisdiction Number:
Climate Zone: South
1. New construction or existing New - 12. Cooling systems (�
2. Single family or multi-family Single family _ a.Central Unit Cap:28.4 kBtu/hr _ I
3. Number of units,if multi-family 3 _ SEER:10.15 -
4. Number of Bedrooms 4 - b.Central Unit Cap:35.6 kBtu/hr -
5. Is this a worst case? No _ SEER:10.15 _
6. Conditioned floor area(ft) 2294 ft c. N/A -
7. Glass area&type
a. Clear-single pane 273.8 ft2 13. Heating systems
b.Clear-double pane 0.0 ft2 - a. Electric Strip Cap:48.0 kBtu/hr _
c. Tint/other SC/SHGC-single pane 0.0 ftz - COP:1.00 -
d. Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A
8. Floor types _ •.• •• i
•• . r
i
a. Slab-On-Grade Edge Insulation R=0.0,178.0(p)ft - c. N/A : ; ; • •0000 0
b.N/A •• • '0-000•
c. N/A I 14. Hot water systems • • ••
9. Wall types - a. Electric Resistance • • tap 30.D gallon3 •�•
a. Concrete,Int Insul,ENferior R=5.0,1821.0 ft2 - 0 • • EF:0.83 -
b. Frame,Steel,Adjacent R=13.0,176.0 ft2 b.N/A • •• 0000
c. N/A
•.•• •
d.N/A - c. Conservation credits • 0 • ••f1RU-AC •
• • -•
e. N/A (HR-Heat recovery,Solar • 00 0
10. Ceiling types - DHP-Dedicated heat pump) '
' '
a. Under Attic R=30.0,2693.0 ft2 _ 15. HVAC credits ."'PT;, PT-ji'...
•
b.N/A _ (CF-Ceiling fan,CV-Cross venVatton 0000 09909
•
c. N/A ' HF-Whole house fan, •0000• 00000• • •
11. Ducts _ PT-Programmable Thermostat,
a. Sup:Unc. Ret:Unc. AH:Not In Attic Sup.R=6.0,20.0 ft - RB-Attic radiant barrier,
b.N/A MZ-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.12 Total as-built points: 30118.00 PASS
Total base points: 35305.00
y
1 hereby certify that the plans and specifications covered Review of the plans and �'CAESTA?
by this calculation are in compliance with the Florida specifications covered by this do = �o
1 Energy Cede. - calculation indicates compliance
PREPARED BY: with the Florida Energy Code.
Before construction is completed
DATE: I this building will be inspected for µd
1 hereby ce i th It this buil ' , as sign , is,4 compliance with Section 553.908 c
compliance with the Flo ' y ode.
Florida Statutes. °D
OWNER/A EN BUILDING OFFICIAL:
DATE: Z y DATE: J
EnergyGaugeO(Version: FLRCNA-200)
f
FORM 60OA-97
SUMMER CALCULATIONS
1 Residential Whole Building Performance Method A - Details
ADDRESS: 6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
J
Ur
BASE AS-BUILT
GLASS TYPES
_ .18 X Conditioned X BSPM = Points Overhang
Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points
.18 2294.0 53.20 21968A Single,Clear N 2.0 15.7 32.4 33.94 0.99 1087.2
Single,Clear N 6.0 17.8 21.7 33.94 0.90 662.8
Single,Clear N 2.0 4.7 64.7 33.94 0.86 1896.9
Single,Clear S 2.0 17.8 21.1 62.19 0.99 1306.2
- Single,Clear S 2.0 17.8 41.7 62.19 0.99 2577.8
Single,Clear S 2.0 13.8 9.8 62.19 0.97 591.2
Single,Clear S 2.0 4.7 14.0 62.19 0.72 624.7
Single,Clear S 2.0 4.7 10.0 62.19 0.72 448.1
Single,Clear W 2.0 4.7 16.2 ..ify�4 0.79 841.6
Single,Clear E 2.0 13.7 10.0 : -dol On.• ;17.;
�
Single,Clear E 2.0 4.7 32.4 ••fld 5.78..• 18�1•,�•
• •
As-Built Total: 273.8 • • • • • 12916.4
WALL TYPES Area X BSPM = Points Type R-Value :AreV!X SPNf• = Points
Adajcent 176.0 1.0 176.0 Concrete,Int Insul,Exterior 5.0 •1.8; 0 2.00• 3w.b:
6 ..
Exterior 1821.0 2.70 4916.7 Frame,Steel,Adjacent 13.0 : 176p %!5�. 264.b-
0
•
Base Total: 1997.0 5092.7 As43uilt Total: 1991.0 ' :906.0
DOOR TYPES Area X BSPM = Points Type :Wrb% X SPM••= Points
.
0000 0600 0
Adjacent 0.0 0.00 0.0 6
• •.000
Exterior 0.0 0.00 0.0
•
Base Total: 0.0 0.0 As-Built Total: 0.0 0.0
CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Under Attic 1200.0 0.80 960.0 Under Attic 30.0 2693.0 0.80 2154.4
Base Total: 1200.0 960.0 As-Built Total: 2693.0 2154.4
FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points
Slab 178.0(p) -20.0 -3560.0 Slab-On-Grade Edge Insulation 0.0 178.0(p) -20.00 -3560.0
Raised 0.0 0.00 0.0
Base Total: 3560.0 As-Built Total: 3560.0
INFILTRATION Area X BSPM = Points Area X SPM = Points
2294.0 18.79 431043 2294.0 18.79 43104.3
EnergyGauge®DCA Form 60OA-97 EnergyGauge0flaRESW FLRCNA-200
ORM 60OA-97 Y
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
BASE AS-BUILT
Summer Base Points: 67565.4 Summer As-Built Points: 58220.1
Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
58220.1 0.444 1.043 0.336 0.950 8600.2
58220.1 0.556 1.043 0.336 0.950 10780.5
67565.4 0.3560 24053.3 58220.1 1.00 1.043 0.336 0.950 19380.7
. . 0000 .. •
.. . 0000 0000
• •• 0000
. 0
• 0000 0000..
0000 0 •
000
• .. 0000..
00 so .... 9000.9
.9.6
• .
.000. 66
. • •606•
0
0000 6960
0000
`1
EnergyGaugeTm DCA Form 60DA-97 EnergyGauge®/FIaRES'97 FLRCNA-200
i
ORM 60OA-97
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
.l
J �+
ADDRESS: 6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
r
BASE AS-BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points Overhang
Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points
.18 2294.0 2.02 835.9 Single,Clear N 2.0 15.7 32A 4.91 1.00 158.6
Single,Clear N 6.0 17.8 21.7 4.91 0.99 105.1
Single,Clear N 2.0 4.7 64.7 4.91 0.98 312.7
Single,Clear S 2.0 17.8 21.1 3.55 0.99 74.5
Single,Clear S 2.0 17.8 41.7 3.55 0.99 146.9
Single,Clear S 2.0 13.8 9.8 3.55 1.00 34.5
Single,Clear S 2.0 4.7 14.0 3.55 1.09 54.2
Single,Clear S 2.0 4.7 10.0 3.55 1.09 38.9
Single,Clear W 2.0 4.7 16.2 •••44Z •
1.00 972.9 •
Single,Clear E 2.0 13.7 10.0 : 174 1 PJ.. ;J8•t •
Single,Clear E 2.0 4.7 32.4 ••3.86 3 AM.•• 1;444
As-Built Total: 273.8 . • • 1462A
0000
WALL TYPES Area X BWPM = Points Type R-Value ;AreaX WP... = Points
•
Adajcent 176.0 0.5 88.0 Concrete,Int Insul,Exterior 5.0 .1454-0 Oi90 • 16 N
•
Exterior 1821.0 0.60 1092.6 Frame,Steel,Adjacent 13.0 : 1761 *qw
Base Total: 1997.0 1180.6 As-Built Total: •199'.0 ' '762.1
DOOR TYPES Area X BWPM = Points Type 'A S:X V PM-*= P6ts
0000 0000 .
Adjacent 0.0 0.00 0.0 .
Exterior 0.0 0.00 0.0
•
Base Total: 0.0 0.0 As-Built Total: 0.0 0.0
CEILING TYPESArea X BWPM Points Type R-Value Area X WPM = Points
Under Attic 1200.0 0.10 120.0 Under Attic 30.0 2693.0 0.10 269.3
Base Total: 1200.0 120.0 As-Built Total: 2693.0 269.3
FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points
Slab 178.0(p) -2.1 373.8 Slab-On-Grade Edge Insulation 0.0 178.0(p) -2.10 373.8
Raised 0.0 0.00 0.0
Base Total: -373.8 As-Bul t Total: 373.8
INFILTRATION Area X BWPM = Points Area X WPM = Points
2294.0 -0.06 -137.6 2294.0 -0.06 -137.6
EnergyGauge®DCA Form 600A-97 EnergyGauge®IFlaRES'97 FLRCNA-200
0 R 60OA-97 ,
--�-' WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: 6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
! BASE AS-BUILT
Winter Base Points: 1625.1 Winter As-Built Points: 2682.4
Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating
Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points
2682.4 1.000 1.060 1.000 0.960 2777.6
1625.1 1.0900 1771.4 2682.4 1.00 1.090 1.000 0.950 2777.6
w •••• tt•a•e
• t •• • •t•••t
• a
w a • • •
w • •••• ••t••
•••• •••• • •
a
EnergyGaugeTm DCA Form 60DA-97 EnergyGauge91F1aREV97 FLRCNA-200
r
ORM 60OA-97
--- WATER HEATING & CODE COMPLIANCE STATUS
J- Residential Whole Building Performance Method A - Details
. f C ADDRESS:6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
t
E
BASE AS-BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms Volume Bedrooms Ratio Multiplier
4 2370.00 9480.0 50.0 0.88 4 1.00 2369.00 0.84 7959.8
As$ui{t Total: 7959.8
CODE COMPLIANCE STATUS
BASE AS-BUILT
Cooling + Heating + Hot Water = Total Cooling + Heating +: Hot Water••"! Totat••
Points Points Points Points Points Points points •!'• Point • !
24053.3 1771.4 9480.0 35304.61 19380.7 2777.6 ;••7969.8 •301181
PASS • ' •
. . .. . ......
• • •!.• •tit•
X04{IiE ST,g?FO ! • •
G0D WT,
EnergyGaugeTm DCA Form 600A-97 EnergyGauge(WHaREV97 FLRCNA-200
ORM 600AV97
`� -- Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS:6523 MILLER DRIVE,SOUTH MIAMI, FL, PERMIT#:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK
Exterior Windows&Doors 606.1 ABC.1.1 Maximum:-3 cf _ft_window area;.5 c .ft.door area.
- Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,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&top/bottom 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 top plate.
Floors 606.1 ABCA.22 Penetrations/openings>1B"sealed unless backed by truss or joint members.
EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter,penetrabons and seams.
Ceilings 606.1.ABC.1.2.3 Between 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 perimeter,at penetrations 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 VY clearance&3'from insulation;or Type IC rated with<2.0 cfm from
conditioned space,tested.
Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors.
Additional Infiltration refits 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 must be met or exceeded by all resiftlege&I •
COMPONENTS SECTION REQUIREMENTS ' ' • .••• CMELK
Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or cl¢acyariarked circui
�i
Summary Energy Code Results
Residential Whole Building Performance Method A
�SAMCACE LLC Project Title: Class 3 Rating
. '6523 MILLER DRIVE MILLER OAKS-CYPRESS MODEL Registration No. 0
SOUTH MIAMI, FL Climate: South
4/23/2000
Building Loads
Base As-Built
Summer: 67565 points Summer: 58220 points
Winter: 1625 points Winter: 2682 points
Hot Water: 8342 points Hot Water: 8342 points
Total: 77533 points Total: 69245 points
Energy Use ' '
. . . .... .. .
Base As-Built
Cooling: 24053 points Cooling: 19381 p�inS;;; ,,,,•,
•
Heating: 1771 points Heating: 2778,points",
Hot Water: 9480 points Hot Water: 7960' qnts
•••• •••• • •
Total: 35305 points Total: 30118 points
PASS
e-Ratio: 0.85
EnergyGauge®(Version: FLRCNA-200)
i
- ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE SCORE* =84.0
The higher the score,the more efficient the home.
SAMCACE LLC, 6523 MILLER DRIVE, SOUTH MIAMI, FL,
1. New construction or existing New - 12. Cooling systems
2. Single family or multi-family Single family _ a. Central Unit Cap:28.4 kBtu/hr _
3. Number of units,if multi-family 3 - SEER: 10.15 _
4. Number of Bedrooms 4 _ b. Central Unit Cap:35.6 kBtu/hr
5. Is this a worst case? No _ SEER:10.15 _
6. Conditioned floor area(W) 2294 ft c. N/A _
7. Glass area&type _
a. Clear-single pane 273.8 ftZ _ 13. Heating systems
b. Clear-double pane 0.0 ftz _ a. Electric Strip Cap:48.0 kBtu/hr _
c. Tint/other SC/SHGC-single pane 0.0 ft2 - COP:1.00
d.Tint/other SC/SHGC-double pane 0.0 fF b.N/A
8. Floor types
a. Slab-On-Grade Edge Insulation R=0.0, 178.0(p)ft _ c. N/A _
b.N/A
c. N/A 14. Hot water systems
9. Wall types _ a. Electric Resistance Cap:50.0 gallons _
a. Concrete,Int Insul,Exterior R=5.0,1821.0 fF - EF:0.88
b. Frame,Steel,Adjacent R=13.0, 176.0 ft= b.N/A • •
c. N/A •••••• • • s
• • • • •
d.N/A c. Conservation credits • • • •'•'JiRU AC'• "
e. N/A (HR-Heat recovery,Solar •• • •••• ."""".
10. Ceiling types _ DHP-Dedicated heat pump)
a. Under Attic R=30.0,2693.0 W _ 15. HVAC credits ; ""PT M, PT-H"000
"
b.N/A _ (CF-Ceiling fan,CV-Cross vent4at►oa,
c. N/A HF-Whole house fan, " " •"• ••
11. Ducts _ PT-Programmable Thermostat, 9900:9
a. Sup:Unc. Ret:Unc. AH:Not In Attic Sup.R=6.0,20.0 ft _ RB-Attic radiant barrier, • ••"• • ••• 0•
• • •• • ••••••
b.N/A MZ-C-Multizone cooling, •• •• " •
MZ-H-Multizone heating)
• •••• ••••••
" • •ss• ss•s•
I certify that this home has complied with the Florida Energy Efficiency Code For Building *0000• • 0 ;
Construction through the above energy saving features which will be installed(or exceeded) " O�QIiE sTg1� •:•."
in this home before final inspection. Otherwise,a new EPL Display Card will be completed
based on installed Code compliant features. °-
rrrn a 0
Builder Signature: Date: a
1 _
Address of New Home: City/ Zip: On W
*NOTE: The home's estimated energy performance score is only available through the FLARES computer program.
This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar designation),
your home may qualify for energy efficiency mortgage (EEAf)incentives ifyou obtain a Florida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for
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 8501487-1824.
EnergyGauge®(Version:FLRCNA-200)
' � ~ Reuman,; c> Vezoion 3 +
/ � ^
' RCS�DENT- GAIN / HEAT LOSS CA" .10N
\ .~,^ (8A5ED ON �&.C-��.8. � ' UAII j - SEVENTH 2D3TIO0' (r,) I986 by p`.C.C.A. > '
; -^_-^�-�_�~~--------~~~~~---_--_-____-_--�-------~--_----------~_--_--�---_-_~~-----------~~
Pznj ct ' MT�L�D {A�� � IAUaO� MODEL | Pcepazwd by/
. P-uu, �su MILLER DBIvF lSuuLbeco Eucrgy Eva]-
T. � ocx/�8 m�a�z ' '
_ � � l2� En:� �inu����� ,av�o��
s
�m�*�rj{� ' FL NU�T � --- --- '----``^ ^^'`=°~
' -
v -'^ - ^~ ° 5; {C8CE LLC 10zur29c City, Fl 327,63
~ c
� P��JuCc� I�r
�
o rncLr : Pic-'try M Cazrier�
_,________________________________________________ |�ma1 � '"�es@i��.�e�
-_---_-_-----__~-__-_�___-----~----------
Cnnd Floor J\c�a 229� |7 � ! Cl �cc
� ~ o u auu a7 397
- Coudit.iooed Floor �A,ca L.o Total G]a,a Area Rwti.
~----__-------------------------------_-------_-----_----_-----_--_-~~-------------_--~------
+ uSAC-limat-lc Condic\on.3 & Cess10u cunait-Lvna °
' --_ '__-------_-_-------_-----------------------_-----------------__-------___-._---_---_----
Plocida
� NO, .b Luiltude / Eicva | 2b, 9Ft. /\bn*: Sea Level
�
8ut *oz Winter Dry Bulb { 48^
Znucur W\o\e.r. Dry 5 Ll 80^ �
Wiocez TerriDeratur* �)iII. (*Td) | .32"
Outdoor Sumnar Dry 8u11) | 59^
_ ou�-donz -9ummez Wet 8ull', . | 77~
Out-door Su�unec oum. Bu��^ ��/�h | �Out-door
In(Jvoc .9uovoer Rplalttive fif-i-Im.
l�dooZ7 Swrmec Design Cr/Lb. / 48 / -- --
-L'/d��"c Su0000c Dry 8ulb | 60^
oi fl. (oTd) 290 '
7onmiez ou1 /y Raxy^ | 15, (T.uw Dov1*Linr)
----_---------_------------_-----_-----------_-------_---____---~-----_------_--__---------_~
+ dLA'i'lVG SVKAABY * IA /RF.7..P.NH * COOLING SUMMARY °
---------------------_-------------------_----_-~_-~~----------_--__----_---------_----.__---
3U6TO%Y\L 54818, 1 | STRUCTURE Sl-,0STDT,C 51171-3~6
� | oCCnpxNT$ %24p0:0
| APPTJANCE.3 210000.0
| 3�N�IB��
SUBTOTAL
. °° ° +e°° 433n°6
DDtT LOSS + 2740.9 nVcT GAIN ° °°+�°� :55;3l:4
TOTAL LOSS Sy.O | r0TA0. aioN»113LE �° ° °° ° O O
MECHANICAL VENT.- 00 CFm - 7048.0 ! MECHANICAL VENT.- ��IQ �-� =° °6300`U
| TEMP.SWZN8 4.50@ , ° °° °*>100° 0'9
MINIMUM Egoz pmFm7 L0*y ~ 64599,0 | MINIMUM EQUIPMENT -c,*EmSIDI.P. *1°~
--------------------------------------------------|-------------------
�/���v---��-���------��--
20� nnseSzoc Loso | 20't, OVERSIZE sEwyI&E � �-
E2UIPMENT LOSS ! �8�s9. l | F(�/TpMEmT nuNol.BLE ° ° / ° 1;'/22 0
M,z,-Yz»n/M s0vzcMEmT LOSS � 6�766. � } m7XzxmUM E0nzemowT SIEwuiu/.p °01°°° �:(M 0
----------_-------_-----_-------_----------------1 ---_--_----------_-_ _-__---_----
|
TOTAL IATE0T f14;%3
|
EQUIPMENT SENSIBLE °°°° ��°° 02%5
| EQ2T'yEN51DLU + LATENT - (r(M41 .8
_--------------------------_----_-----_---------------~-__-----_-----------_------_---��-----
°
AIR FLOW FACTORS °
' ---_-__------------------_---------_---_-------_----__------------_-_---_-_--------~~----_---
H0Al'iNG kAc2'08 (8TU8/CFM) 29.1 ( C0PL105 FACTOR (132'UH/CFM) 26.4
BEAT] NC C75f = 2220.6 | C88T.TN(; ('FM 2527.2
------------_---------_--------_--__------_-----_-~-------_----_-____--__-_---_--------------
° E(,-�UIPMENT SELFCTTON °
___--_----_----_-_-------------------_---------_---------_-----------_--------___--------_---
| xxmn/ x|.x cLG _ (DTUH)
-� | LATENT CLS � (nTon)cu muo #
�� oo # TOTAL cLG
BTUH)
H&ATlNG INPUT � (�Y /K) / T0NAGE —
HEATING ooTenT (eTnH) | (o)nFn - ' '------'-
14 EX%ING C�14 _ <D�U�) 1 CO0LING--� � -'------
AFUE18,c59F | TYPE
--'------`
�
����,
s '
� Calculation Procedures A,B,C,D L
h ` \ -------------------Proceddre-A- Winter Infiltration HTM I
--. -A --- ---------------------------------------------------I
1 1. U Inter Infiltration CFM Envelope Evaluation #1 (Substandard/Poor) I
' ( Air Changes per hour x 41292 Cubic ft. x .0167 = 689.6 CFM I
2. Lnter Infiltration Btuh
: f(1.1 x 689.6 CFM x 32 Degrees Winter TD = 24273.1 BTUH 1
I :S. Winter Infiltration HTM I
24273.1 Btuh / 396.5 Sq.Ft of total Glass & Door areas = 61.2 HTM 1
IF I
I _ I
Procedure B Summer Infiltration HTM
-I-------------------------------------------------------------------------------------------1
I A. Summer Infiltration CFM Envelope Evaluation #1 (Substandard/Poor) I
.5 Air Changes per hour x 41292 Cubic ft. x .0167 = 344.8 CFM I
I I
1 2. Summer Infiltration Btuh
1 1.1 x 344.8 CFM x 29 Degrees Summer TD = 10998.7 BTUH 1
I 1
_ 3. Summer Infiltration HTM
1 10998.7 Btuh / 396.5 Sq.Ft of total Glass & Door areas = 27.7 HTM I
I 1
I I
1 Procedure C Latent Infiltration I
1-------------------------------------------------------------------------------------------i
1 0.68 x 49 grains difference @ 55 RH x 344.8 CFM = 11488.3 BTUH 1
I - I
I •1
Procedure D Equipment Sizing ;••;•;
1--------------------------------------------------------------------- ••�----- --t
1 1. Sensible Sizing Load •' •'•' ""j
Sensible Ventilation Load ;• ;_ �••• •""I
1 1.1 x 200 VENT CFM x 29 Degrees Summer TD 6380.0 BTUH 1
Sensible Load for Structure f• .6"a4�.0 BTUH 1
Sum of Ventilation & Structure Loads • = 09225.0 BTUH:t
Rating & Temperature Swing Multiplier (4.50@ °) 000•A0 •• :1.0 RSM••1
Equipment Sizing Load - Sensible 0 =0 134'450.0 D UROt
2. Latent Sizing Load • ••"'• ;""t
Latent Ventilation Load • "" ""'1
1 0.68 x 200 VENT CFM x 49 differance ••••3• ••00@4.0 BTgH t
Internal Loads = 230 Btuh x 8 people + 1840.0 BTUR6 1
1 Infiltration Load from Procedure C + 11488.7 BTUH 1
1 Equipment Sizing Load - Latent = 19992.3 BTUH 1
- I I
Abbreveations
* Glass/Windows
S.C.= Single ClW.r I S.T. = Single Tint I S.R. = Single Reflective
Mt D.C.= Double Clear I `D.T. = Double Tint I D.R. = Double Reflective
! L T.C.= Triple Clear I T.T. = Triple Tint I T.R. = Triple Reflective
Shy j= Shading I Ovhg = Overhang I Btm = Bottom I Hgt = Height I Sc = Shading Coefficient
* Inside Shading
N.S.= No shades I D/B = Drapes or Blinds I R.S. = Roller Shades
* Other
Whtm = Winter Heat Transfer Multiplier I Shtm = Summer Heat Transfer Multiplier
Infiltration Vs: 1. .Sub Standard/Poor 12. .Standard 13. .Better 14. .Excellent
- -- ----- -- ---------
Building Componet Heat Loss & Gain Calculations
'Dir. Ext.Shdg Type Shdg OvHg Botm Hgt Sc Area Whtm Loss/Btuh Shtm Gain/Btuh
N -No Shdg Fctr D.C. N.S. 2.0 15.665 n/a 1.0 32.4 20.8 673.9 26.6 861.8
-N -No Shdg Fctr S.C. N.S. 2.0 17.8 n/a 1.0 40.6 37.0 1502.2 38.2 1550.9
N •-No Shdg Fctr S.C. N.S. 2.0 15.66 n/a 1.0 3.4 37.0 125.8 38.2 129.9
N -No Shdg Fctr S.C. N.S. 2.0 4.66 n/a 1.0 80.9 37.0 2993.3 38.2 3090.4
S -All Shaded S.C. N.S. 2.0 17.8 0 1.0 0 37.0 780.7 0 0
S -All Shaded S.C. N.S. 2.0 17.8 0 1.0 0 37.0 1542.9 0 0
S^-All Shaded S.C. N.S. 2.0 13.8 0 1.0 0 37.0 362.6 0 0
S -All Shaded S.C. N.S. 2.0 4.66 0 1.0 0 37.0 721.5 0 0
S -All Shaded S.C. N.S. 2.0 4.66 0 1.0 0 37.0 185.0 0 0
E -All Shaded S.C. N.S. 2.0 13.66 0 1.0 0 37.0 1794.5 0 0
E -All Shaded S.C: N.S. 2.0 4.66 0 1.0 0 37.0 1198.8 0 0
E -All Shaded S.C. N.S. 4.0 7.8 0 1.0 0 37.0 1295.0 0 0
W -All Shaded S.C. N.S. 2.0 13.66 0 1.0 0 37.0 370.0 0 0
W -All Shaded S.C. N.S. 2.0 4.66 0 1.0 0 37.0 599.4 0 0
Glass Infiltration: 396.5 61.2 24265.8 27.7 10983.1
Glass Sub Totals: 396.5 38411.4 38559.0
Componet Type Exposure R-Value Area Whtm Loss/Btuh Shtm Gain/Btuh
----------------------------------------------------------------------------------------
N/W C.B. - Int Insul Exterior 5.0 1821.0 4.6 83VVy6; 4.2 7$4$.2
Steel Stud Adjacent 13.0 176.0 2.6 457.;6; 2."2 3''9.7
Door Infiltration: 0 61.2 " U 27.7"
Slab on Grade 0 178.0 25.9 4610.2 .
g0 Q
Under Attic 30.0 2693.0 1.1 29 3 1.V ' 517'6.'7
. .... ......
. . .. . ......
. .... ......
. . .... .....
.... .... . .