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PLC-11-549Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 161641 Permit Number: PLC -3 -11 -549 Scheduled Inspection Date: July 08, 2011 Inspector: Hernandez, Rafael Owner: SYLVAIN, FRED Job Address: 9100 NE 2 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: JD'S PARKING LOT INC Permit Type: Plumbing - Commercial Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)759 -6235 Parcel Number 1132060133200 Phone: (305)271 -2472 Building Department Comments FRENCH DRAIN SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 157755. pending asphalt July 07, 2011 For Inspections please call: (305)762 -4949 Page 6 of 7 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY: BUILDING Permit No. 7 PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Master Permit No. OWNER: Name (Fee Simple Titleholder): IVI I PS-M 1 SOY ' X0,1 l `✓A4 ((p.1 J Phone #: Address: Ito° 'J. City: 1Ai{ickNll) State: D• 1 1 �t r 0 Zip: �3 � Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: el 1 00 N • e%• c).-Ki rd Kt City: Miami Shores County: Miami Dade Zip: 313e=2, Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: . s PA-1:2 i J c 1 o G • Phone #: Address: S©-2 5V`J I C7 2 P L City: Y\71 State: 1- 1 /V Zip: \ ( o Qualifier Name: crs•-•l I P 1 L Irk Phone #: 21 ss ($ State Certification or Registration #: Certificate of Competency Com petency #: Contact Phone #: °26 2 (p aEmail Address: JV P 'R It CT'�Cr--,S. of \OL • Cam“ • DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ ( O ° 0L Square/Linear Footage of Work: '7i X7Q r Type of Work: Address ❑Alteration L°lew ❑Repair/Replace ❑Demolition Description of Work: 1461-' t ****•xa:•x•x************** +•r•x**** ** * * * *x:*** Fees• x**** ********** ***** * **•x **x:•x******** *** *• *** Submittal Fee $ .CP Permit Fee $ 1/5--°- 6!"- CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 9 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occu seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro 'ed a d reinspection fee will be charged. 11 The fore day who 's personally known to me or who has produced identification and who did take an oath. NO A Sign: Print: PUBLIC. My Commission Expires: Signature .0c1S %O Contractor The foreg ing ins ment was acknowledged before me this day of , 20 _, by 1lbD L(I'(1/P- __Imho is personally known to me or who has produced as identification and who did take an oath. �;. NOTARY PUBLIC: \ �° Arlen;�%,,� ::,..;'. f-' 3 •Sign: ` - ` -41 .'__..,_,..,"/`." 4S ��.; ,, n ny +�,, _ _ moo. _ - » ` 5:', "S" -<0 4 Print: = .. /, "/ d' My Commission Expires: , c' �oy �` °R I D A \ \%�`` /��`''''Fnnn%Ot "� * *f ' * * * * * *****j ********************************** * ****************************** Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) X X X 7C X X X X X X X X X 7C X X X X X X MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 3/30/2011 1300/223/001TRAA 0004 -0001 Last Seq. #:0001 WI LBT #:30 383521 -3 Local Business Tax $200.00 CK CHANGE $200.00 $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2010 -2011 MUNICIPAL CONTRACTOR Local Business T(ax #:30383521 -3 State /CC #:E9610 Issued to: �_ _ _.._- J DS PARKING LOT INC------ NC Type of Business: SPECIALTY ENGINEERING CONTRACT SEE BACK OF OFFICIAL RECEIPT FOR NONPARTICIPATING MUNICIPALITIES THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector A 4. ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 09/10/2010 EXPIRATION DATE: 09/09/2012 PERSON: SILVEIRA JOSE A FEIN: 650453414 BUSINESS NAME AND ADDRESS: J D'S PARKING LOT INC 5025 S.W. 102ND PLACE MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: 1- STRIPING/ PARKING LOT 2- PAVING /ASPHALT IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 0, at any time after the filing of the notice or the issuance of the certl(icate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certilicate at any time for failure of the person named on the certificate to meet the requirements of this section. QUESTIONS? (850) 413 -16 a DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: PERSON: FEIN: 02/03/2011 EXPIRATION DATE: 02/02/2013 SILVEIRA DAVID 650453414 BUSINESS NAME AND ADDRESS: JD'S PARKING LOT INC 5025 S.W. 102ND PLACE MIAMI FL 33165 SCOPES OF BUSINESS OR TRADE: 1- STRIPING/ PARKING LOT 2- PAVING /ASPHALT IMPORTANT: Pursuant to Chapter 440 . 05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election ander this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade Iisted on the notice of election to be exempt. Pursuant to Chapter 440.06113), F.S., Notices of election to he exempt and certificates ct election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certlf(cote, the person named on the notice ar certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 QUESTIONS? (850) 4 b3-'z s 03/24/2011 10:12 3052238158 YES INSURANCE PAGE 02/02 CERTIFICATE OF LIABILITY INSURANCE DATE IMLIMOMNY) 03/24111 THIS CERTIRCATE 18 ISSUED Att A MATTER OF INFORMATION ONLY AND CONFERS 140 RIGHTS UPON THE CERTIFICATE taLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TIN CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: Gas tentMests holder Is an ADDITIONAL INSURED,1fte polity(os) must be endlneed. If SUBROGATION 15 WAIVED, Subject to the temts and condItIons of dm way, certain peUcIea May require an endowment. A stafttnent on Ms certificate does not center rlghb tot*/ certificate holder In Mu Wenn endorsententisk PRODUCER YES Ineurence Agencies. Inc. 9507 BIM Rd. KOMI. FL 33165 Phone (3013)2254757 Fax (305)223-8158 SOURED Ids Parking LCA,1110 6026 SW 102 PI Mimi, FL 33165 (306) 271-2472 *COVERAGES THIS 15 10 CERTIFY THAT 71(6 �iJiES OP INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE Ottliter Far—OD — INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE AMY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. • TYPE OP DANCE GENERAL thiamin, • COMMERCIAL OENEMAL MERIT, 0 0 CLAPASJMAOS Ea OCCUR CILEI d1111.10.t... . . . . . . INSURERMI) AFFORDS/IS COVERAGE GRANADA INSURANCE COMPANY • easuana Di. INSUREFt C: • INSURER : - CERTIFICATE NUMBER: REVISION NUMBER: MC 0 A OEM AGGREGATE LIMIT APPLIES PER • POLICY El p 1.0C AUTOMOBILE unarm • *wawa C: ALL OWNED AUTOS j seriemszonuros NON-OWNEO AUTOS HMO AUTOS • UMBREUA UAB ocouR T.4‘.12418- 1. 1 Deoucnoui ;at- • NTI 191.19Y NUMBER 0186R.00004574 WORKERS COLWENSATION *ND EMPLOYERS UASIUTY 1* I OFFICERSEENMER ANY PROPRIET_Q_WPatEANCOUTIV9 N / A mum undo CIF OPERATIONS bays ilaarrtkP 11117I2010111117I2011 UNITS EACH OCCURRENCE PMEMISEP MED EiTiAnt Forma PERSONAL& AUV INJURY ...GENERAL AGGREGATE PRODUCTS • COMIROP Ago 100,000 $ 5,000 500.000 500.000 500 000 aaseurtam OP OPERATIONS/LOCATION MECUM fAltech ACM 101, AddltIonat Romans SeRethae. Norm swan' esquIrad) DRIVEWAY AND SIDEWALK PAVING CERTIFICATE HOLDER MIAMI SHORES VILLAGE 10050 NE 2 AVE MIAMI SHORES.FL 33138 J ACORD 26(2009109) OF CANCELLATION COMBINED SINGLE LOAM Re sodden!) BODILY (NJUN(Pe, p5180» Dom MA'? Ei;reaelden •PROPERTY DAMAGE Mer =Mem EACH OCCURRENCE ACONEQATE $ 0045:1Jit E.L. EACH ACCIDENT E.L. DEEM -EA EMPL $ EL oclEASE - POLICY MT!' . . . 1 MOW ANY OF THE ABOVE DESCRIBED POLICIES 98 CANCELLED BEFORE THE EXINRATION DATE THEREOF, NONCE WILL BE DELIVERED 91 ACCORDANCE WITII. 1 POLICY PROVISIONS. $ a. ilk Nii, 1024:A i AUMONIZED REPREBENTAIL 911848119 ACORD .. RPORATION. All rights VOINTHITiL The ACORD name and logo am registered 'narks 01 ACORD Miami -Dade County - Building and neighborhood Compliance Office [mi Page 1 of 1 Home I Product Control I Contractors Building Officials I Contact us Contractor License Information E961001 J.D.'S PARKING LOT, INC 5025 SW 102 PLACE MIAMI (305) 271 -2472 Contractor Number: Contractor name: Address: City, St, Zip: Phone: Other Phone: Fax: Email: D /B /A: Contractor Status: ACTIVE FL 33165 Class Category Category Description Expiration Date ENGR 10 LAND CLEAR & GRUBY 09/30/2011 ENGR 16 ASP SEAL EXCLU RD PV 09/30/2011 CONTRACTOR INQUIRY COMPLETE Contractor Inquiry and Complaint Search 1 Home Page 1 State License Search Menu Home 1 Using Our Site 1 About 1 Phone Directory 1 Privacy 1 Disclaimer E -mail your comments or questions to OLDGDeptPmiamidade goy © 2001 Miami -Dade County. All rights reserved. http: / /egvsys. metro- dade.com :1608 /W W W SERV /ggvtBNZAW941.DIA ?CNTR= E961001 3/30/2011 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR: MIAMI, FL 33130 2010 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A • ART, 9 & 10 367104 -8 BUSINESS NAME / LOCATION J DS PARKING LOT INC 5025 SW 102 PL 33165 UNIN DADE COUNTY THIS IS NOT A BILL — DO NOT PAY RENEWAL RECEIPT NO. 383521-3 CC 0 E961001 OW NER J DS PARKING LOT INC Sec. Type of Business 196 SPECIALTY ENGINEERING CONTRACT THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY �EXpISTING EIB0ULATORY OR COUNTY CITIES NOR HOER FROM � OTH PERMIT OR LICENSE REQUIRED A "CCERTIF19AYIO OF THE HOLDER'S OUAW9CA. TIONS. PA�AEcONED AOE000HTYTAX COLLECTOR: 12/01/2010 09010024001 000090.00 SEE OTHER SIDE FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL PERMIT NO. 231 WORKER /S 1 DO NOT FORWARD J DS PARKING LOT INC DAVID SILVEIRA PRES 5025 SW 102 PL MIAMI FL 33165 1,. iha..,, 114. 1,1,.11,,..I,i,.,i1.,1,1.,1►I.m X 11 C�Trades �wQf .Board BUSINESS CERTIFICATE OF COMPETENCY E961001 J.D.'S PARKING LOT, INC D.B.A.: SILVEI DAVID Is weed under the provisions of Chapter 10 of Mlarnl -Dad County VALID FOR CONTRACTING UNTIL 09/30/2011 Miami Shores Village g MAY 7 3 2011 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No.17 —C 1 1 6 Master Permit No. Permit Type: PLUMBING RC.C(21:-) OWNER: Name (Fee Simple Titleholder): tot IA OM a tt.1®(1-1S C004 g-gYet100 Phone# Address: 110o PS'6 2 avE City: MA A m t S ri e . ti5 State: ' f 1. Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: l t o o % 2 A oT 4i City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: PAgYIN6 Phone #: 3- Z 1 9-ES-47 Address: DL .> S. LL 1 LP, City: hl &W 1 State: Ft, Zip: c5 51k 5" Qualifier Name: f vib 5 Phone #: State Certification or Registration #: F1 /C lo 0 / Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ (=::D"" Square/Linear Footage of Work: Type of Work: Address ❑Alteration ❑New URepair/Replace °Demolition Description of Work: f‘2- tJeNr 12-Abt4 5`1 514"\ d d5to 4J — fe3 e-e6 -r Veg.? ********+ x***x:m ****** ****x:**** **** * * ** **p.es * *** * ***�x**** **** * *** * *** x** **** * * * *** ***** t � Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is ed. In e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent o: The foregoing instrument was acknowledged before me this The forego g instrume was ac day of h P 5 i , 20 I A b y - V D day of - ` . , 20 i t , by who is personally known to me or who has produced 8 fication and who did take an oath. le; 4 C►q ,n xpirks: � J,dX 3 `. ' e a`,8 \\`' "311C -STA S a A 14(17`;`-'4, pL Claudia C ub fps 11 Commission # 172 3 y,hres: p 23, 2011 . 8 "hilt 111111\ 150 rig' —9' Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) Zoning Clerk DYNATECH ENGINEERING CORP. DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : May 2, 2011. : FLORIDA RBC1 : Property @ : 9100 NE 2nd Avenue, Miami -Dade County, FL. : SAS : 7" : P -2 750 WEST 84TH STREET I HIALEAH, FLORIDA 33014 i (305) 828 -7499 TEST DEPTH (feet) AVERAGE FLOW (GPM) AVERAGE K (CFS /Sq. Ft -Ft Head) 0 -8' 12.5 -4 4.09x10 * The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 7' -6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0' -0" to 0' -6" 0' -6 "to 1' -0" 1' -0" to 4' -6" 4' -6" to 6' -0" 6' -0" to 8' -0" Field Tech: AS Light tan medium sand w /rock fragments and asphalt pieces Dark gray fine sand Light gray fine sand Brown fine sand Dark brown fine sand 1Pk P;TEz Respectfully submitted, Wissa a tmani, P. E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 * As a mutual protection to the clients, the public aneciitr frig; air repbr`�ts are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding out °di ti is reserved pending on our written approval. DYNATECH • DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : September 25, 2009 : FLORIDA RBC1 : Property @ : 9100 NE 2 "d Avenue, Miami, FL. : SAS : 7" : P -2 TEST DEPTH (feet) AVERAGE FLOW (GPM) AVERAGE K (CFS /Sq. FttFt Head) 0 -10 N/A N/A 10 -15 16 -4 5.23x10 15 -20 20 -15 •The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 7' -6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0' -0" to 0' -1" 0' -1" to 0' -6" 0' -6" to 1' -6" 1' -6" to 3' -0" 3' -0" to 6' -0" 6' -0" to 15' -0" Field Tech: AS & LD Asphalt Light tan medium sand w /rock fragments and root's Light brownish fine sand Light tanish / White fine sand Dark brown fine sand Brownish fine sand Respectfully submitted, /SS4 IAA Wissa Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. DYNATECH • DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : September 25, 2009 : FLORIDA RBC1 : Property @ : 9100 NE 2nd Avenue, Miami, FL. : SAS : 7" : P -1 TEST DEPTH (feet) 0 -10 10 -15 15 -20 AVERAGE FLOW (GPM) N/A 15 -4 AVERAGE K (CFS /Sq. Ft -Ft Head) N/A 4.91x10 20 -15 • The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 7' -6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface Soil Description 0' -0" to 0' -1" 0' -1" to 1' -0" 1' -0" to 2' -0" 2' -0" to 5' -0" 5' -0" to 6' -0" 6' -0" to 8' -0" 8' -0" to 15' -0" Field Tech: AS & LD Asphalt Grayish fine sand w/ root's Grayish / brown fine sand Light tanish / Whiteish fine sand Brown fine sand Dark brown fine sand Brown fine sand Respectfully submitted, i 4 Wiss • Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. • . N.E. 92nd Street Percolation Location # P -1 P -2 N.E. 91St Street N.E. 2nd Avenue DYNATECH ENGINEERING CORP. Client: FLORIDA RBC1 Scale: N.T.S. Project: 9100 N.E. 2 "d Avenue, Miami, Florida Date: September 30, 2009 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) ^2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN A 5.00 0.51 0.35 0.16 0.90 0.30 0.71 2.30 5.00 9.20 1.20 1.00 1.25 4.09E-04 8.00 0.00 5.95 1.25 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEAD] TYPICAL EXFILTRATION TRENCH 12 INCHES BACKFILL UNSATURATED TRENCH Da DEPTH BIRCHES MINIMUM COARSE ROCK 12 INCHES MINIMUM 12 INCHES M INI AUM PIPE COVER PERFORATED PIPE DIAMETER PIPE BED TRENCH WIDTH W L= K(H2W+2H2Du -D.2+ 2H2D5)+638404)WDu [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q /LF = DESIGN Q/LF = 48 2 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6.9 FT 5.9 FT 1.1 FT 8 FT 24.21 SF 24.21 CU.FT. /L.F. 0.0253 CFS /L.F OF TRENCH 0.0202 CFS /L.F OF TRENCH 25 LF 1162.3 CU.FT. 1.21 CFS 0.97 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 5 10 15 20 25 30 40 50 60 90 120 150 180 0.00 6.80 6.17 5.64 5.20 4.82 4.50 3.96 3.54 3.20 2.48 2.03 1.71 1.48 0.00 2.44 2.22 2.03 1.87 1.73 1.62 1.42 1.27 1.15 0.89 0.73 0.62 0.53 0 733 1330 1826 2243 2600 2909 3416 3815 4136 4813 5242 5539 5755 1 T62 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 -1162 -429 168 663 1081 1438 1747 2254 2652 2974 3651 4080 4376 4593 0 291 582 873 1165 1456 1747 2329 2911 3494 5240 6987 8734 10481 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DESIGN CURVES (5 -YR FREQ.) 20000 16000 H 1-1- 12000 m U O u.. 8000 z 4000 0 —.— • — i 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) - ACTUAL EXFILTRATION -A- INFLOW CUMULATIVE (CU.FT.) ADJUSTED INFLOW (CU.FT.) (CU.FT.) Page 2 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: PROJECT NO.: EXCEL FILE: COMPUTED BY: CHECKED BY: Miami Shores Kingdom Hall 1100 P.L. P.C. DATE: DATE: 02/23/10 02/23/10 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.345 [ACRES] 0.163 [ACRES] 48 [FEET] 0.02022 [CFS /L.F OF TRENCH] 24.21 CU.FT. /L.F. 0.71 [CONST] 0.508 [ACRES] 1,844 [CU.FT.] 5 [YEARS] [MIN.] 15 [MIN.] 25 [MIN.] 10 Page 3of3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) ^2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN B 5.00 0.42 0.39 0.03 0.90 0.30 0.86 2.30 5.00 9.20 1.20 1.00 1.25 4.09E-04 8.00 0.00 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEAD] 5.95 1.25 TYPICAL EXFILTRATION TRENCH PERFORATED PIPE DIAMETER L° K(H2W +2H2Du -Du2+ 2H2D$) +0.39X1041WOu [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q/LF = DESIGN Q /LF = 50 1 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6\k'' 6.9 FT 5.9 FT 1.1 FT 8 FT 24.21 SF 24.21 CU.FT. /L.F. 0.0253 CFS /L.F OF TRENCH 0.0202 CFS /L.F OF TRENCH 50 LF 1210.7 CU.FT. 1.26 CFS 1.01 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 5 10 15 20 25 30 40 50 60 90 120 150 180 0.00 6.80 6.17 5.64 5.20 4.82 4.50 3.96 3.54 3.20 2.48 2.03 1.71 1.48 0.00 2.45 2.22 2.03 1.87 1.74 1.62 1.43 1.27 1.15 0.89 0.73 0.62 0.53 0 734 1332 1829 2247 2605 2914 3422 3821 4143 4821 5251 5548 5765 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 -1211 -476 122 618 1036 1394 1703 2211 2610 2933 3611 4040 4337 4554 0 303 607 910 1213 1516 1820 2426 3033 3639 5459 7278 9098 10918 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DESIGN CURVES (5 -YR FREQ.) 20000 16000 u- 12000 U_ O uu.. 8000 z 4000 o-- • ,i__ _ A f 0 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) -4- INFLOW CUMULATIVE (CU.FT.) -a- ADJUSTED INFLOW ( CU.FT.) -al- ACTUAL EXFILTRATION ( CU.FT.) Page 2 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: PROJECT NO.: EXCEL FILE: COMPUTED BY: CHECKED BY: Miami Shores Kingdom Hall 1100 P.L. P.C. DATE: DATE: 02/23/10 02/23/10 iE cAL "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & How One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.39 [ACRES] 0.03 [ACRES] 50 [FEET] 0.02022 [CFS /L.F OF TRENCH] 24.21 CU.FT. /L.F. 0.86 [CONST] 0.42 [ACRES] 1,525 [CU.FT.] 5 [YEARS] [MIN.] 12 [MIN.] 22 [MIN.] 10 Page 3 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) "2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN C 5.00 0.16 0.13 0.03 0.90 0.30 0.79 2.30 5.00 9.20 1.20 1.00 1.50 4.09E -04 7.00 0.00 5.95 1.25 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEAD] TYPICAL EXFILTRATION TRENCH PERFORATED PIPE DIAMETER L K(H2W +2H2Ou -Du2+ 2142b57 +0.39X104)WDu [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q /LF = DESIGN Q /LF = 20 1 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = \`' 6.9 FT 5.9 FT 1.1 FT 7 FT 21.26 SF 21.26 CU.FT. /L.F. 0.0253 CFS /L.F OF TRENCH 0.0168 CFS /L.F OF TRENCH 25 LF 425.3 CU.FT. 0.51 CFS 0.34 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 0.00 0.00 0 425 -425 0 0 5 6.80 0.86 257 425 -168 101 0 10 6.17 0.78 466 425 41 202 0 15 5.64 0.71 640 425 215 303 0 20 5.20 0.66 786 425 361 404 0 25 4.82 0.61 912 425 486 505 0 30 4.50 0.57 1020 425 , 595 607 0 40 3.96 0.50 1198 425 772 809 0 50 3.54 0.45 1337 425 912 1011 0 60 3.20 0.40 1450 425 1025 1213 0 90 2.48 0.31 1687 425 1262 1820 0 120 2.03 0.26 1838 425 1413 2426 0 150 1.71 0.22 1942 425 1516 3033 0 i 180 1.48 0.19 2018 425 1592 3639 0 o 5000 4000 3000 U O u_ 2000 z 1000 0 DESIGN CURVES (5 -YR FREQ.) 0 20 40 60 80 100 120 TIME (MIN.) 140 160 180 200 -0- INFLOW CUMULATIVE (CU.FT.) (ADJUSTED INFLOW ( CU.FT.) -0-ACTUAL EXFILTRATION (CU.FT.) Page 2of3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 02/23/10 02/23/10 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.13 [ACRES] 0.03 [ACRES] 20 [FEET] 0.01685 [CFS /L.F OF TRENCH] 21.26 CU.FT. /L.F. 0.79 [CONST] 0.16 [ACRES] 581 [CU.FT.] 5 [YEARS] [MIN.] 13 [MIN.] 23 [MIN.] 10 Page 3 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) "2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN A 5.00 0.51 0.35 [YEARS] [ACRES] [ACRES] 0.16 [ACRES] 0.90 [ CONST] 0.30 [ CONST] 0.71 [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] 1.20 [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEAD] 2.30 5.00 9.20 TYPICAL EXFILTRATION TRENCH 12 INCHES BACKFILL PIPE COVER PERFORATED PIPE DIAMETER PIPE BED UNSATURATED TRENCH DEPTH • BIRCHES MINIMUM 12 INCHES MINIMUM 12 INCHES MINIMUM v L= K(H2W +ZH2Du -Du2 +21205) +039X104)WDu 1.00 1.25 4.09E-04 8.00 0.00 5.95 1.25 [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q /LF = DESIGN Q /LF = 48 2 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6.9 5.9 1.1 8 24.21 24.21 0.0253 0.0202 FT FT FT FT SF CU.FT./L.F. CFS /L.F OF TRENCH CFS /L.F OF TRENCH 25 LF 1162.3 CU.FT. 1.21 CFS 0.97 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 5 10 15 20 25 30 40 50 60 90 120 150 180 0.00 6.80 6.17 5.64 5.20 4.82 4.50 3.96 3.54 3.20 2.48 2.03 1.71 1.48 0.00 2.44 2.22 2.03 1.87 1.73 1.62 1.42 1.27 1.15 0.89 0.73 0.62 0.53 0 733 1330 1826 2243 2600 2909 3416 3815 4136 4813 5242 5539 5755 11-62 ' 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 1162 -1162 -429 168 663 1081 1438 1747 2254 2652 2974 3651 4080 4376 4593 0 291 582 873 1165 1456 1747 2329 2911 3494 5240 6987 8734 10481 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DESIGN CURVES (5 -YR FREQ.) 20000 16000 1 I- 12000 j U O u_ 8000 z 4000 0 s ` 0 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) -0- INFLOW CUMULATIVE (CU.FT.) -A-ADJUSTED INFLOW ( CU.FT.) - [ACTUAL EXFILTRATION (CU.FT.) Page 2 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: PROJECT NO.: EXCEL FILE: COMPUTED BY: CHECKED BY: Miami Shores Kingdom Hall 1100 P.L. P.C. DATE: DATE: 02/23/10 02/23/10 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.345 [ACRES] 0.163 [ACRES] 48 [FEET] 0.02022 [CFS /L.F OF TRENCH] 24.21 CU.FT. /L.F. 0.71 [CONST] 0.508 [ACRES] 1,844 [CU.FT.] 5 [YEARS] [MIN.] 15 [MIN.] 25 [MIN.] 10 Page 3 of 3 1 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 =2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) ^2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN B 5.00 0.42 0.39 0.03 0.90 0.30 0.86 2.30 5.00 9.20 1.20 1.00 1.25 4.09E-04 8.00 0.00 5.95 1.25 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [ CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEAD] TYPICAL EXFILTRATION TRENCH PIPE COVER PERFORATED PIPE DIAMETER PIPE BED v L= K(HZW +2HZDu -Dua+ 21.IZD0I+0.39X1041WDu [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q /LF = DESIGN Q /LF = 50 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6.9 5.9 1.1 8 24.21 24.21 0.0253 0.0202 FT FT FT FT SF CU.FT./L. F. CFS /L.F OF TRENCH CFS /L.F OF TRENCH 50 LF 1210.7 CU.FT. 1.26 CFS 1.01 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 5 10 15 20 25 30 40 50 60 90 120 150 180 0.00 6.80 6.17 5.64 5.20 4.82 4.50 3.96 3.54 3.20 2.48 2.03 1.71 1.48 0.00 2.45 2.22 2.03 1.87 1.74 1.62 1.43 1.27 1.15 0.89 0.73 0.62 0.53 0 734 1332 1829 2247 2605 2914 3422 3821 4143 4821 5251 5548 5765 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 1211 -1211 -476 122 618 1036 1394 1703 2211 2610 2933 3611 4040 4337 4554 ' 0 303 607 910 1213 1516 1820 2426 3033 3639 5459 7278 9098 10918 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DESIGN CURVES (5 -YR FREQ.) 20000 16000 H 12000 U O L.L. 8000 z 4000 • --..— • e _ 0 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) —0— INFLOW CUMULATIVE (CU.FT.) —a— ADJUSTED INFLOW ( CU.FT.) —a—ACTUAL EXFILTRATION (CU.FT.) Page 2 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 02/23/10 02/23/10 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [ CONST] 0.3 [ CONST] 0.39 [ACRES] 0.03 [ACRES] 50 [FEET] 0.02022 [CFS /L.F OF TRENCH] 24.21 CU.FT. /L.F. 0.86 [CONST] 0.42 [ACRES] 1,525 [CU.FT.] 5 [YEARS] [MIN.] 12 [MIN.] 22 [MIN.] 10 Page 3of3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) ^2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN C 5.00 0.16 0.13 0.03 0.90 0.30 0.79 2.30 5.00 9.20 1.20 1.00 1.50 4.09E -04 7.00 0.00 5.95 1.25 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [ CONST] [CFS /SF /FT OF HEAD] TYPICAL EXFILTRATION TRENCH UNSATURATED DEPTH r SELECT BACKFILL:: \N 12 INCHES BACKFILL BENCHES MINIMUM 12 INCHES MINIMUM 12 INCHES MINIMUM PIPE COVER PERFORATED PIPE DIAMETER PIPE BED L. KIHOW+ NAM,-Du2+ 2}1200+0.3940 °)WDu [FEET] [HORZ.] [FEET ABOVE NGVD, LOWEST] [FEET] H2 = Du = Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q/LF = DESIGN Q /LF = 20 1 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6.9 FT 5.9 FT 1.1 FT 7 FT 21.26 SF 21.26 CU.FT. /L.F. 0.0253 CFS /L.F OF TRENCH 0.0168 CFS /L.F OF TRENCH 25 LF 425.3 CU.FT. 0.51 CFS 0.34 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 0.00 0.00 0 425 -425 0 0 5 6.80 0.86 257 425 -168 101 0 10 6.17 0.78 466 425 41 202 0 15 5.64 0.71 640 425 215 303 0 20 5.20 0.66 786 425 361 404 0 25 4.82 0.61 912 425 486 505 0 30 4.50 0.57 1020 425 595 607 0 40 3.96 0.50 1198 425 772 809 0 50 3.54 0.45 1337 425 912 1011 0 60 3.20 0.40 1450 425 1025 1213 0 90 2.48 0.31 1687 425 1262 1820 0 120 2.03 0.26 1838 425 1413 2426 0 150 1.71 0.22 1942 425 1516 3033 0 180 1.48 0.19 2018 425 1592 3639 0 DESIGN CURVES (5 -YR FREQ.) 5000 4000 3000 0 O u_ 2000 z 1000 .— 0 0 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) INFLOW CUMULATIVE ( CU.FT.) ADJUSTED INFLOW (CU.FT.) -IN- ACTUAL EXFILTRATION (CU.FT.) --0- -0- Page 2 of 3 o r Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 02/23/10 02/23/10 1AGiE~ CALc.0 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.13 [ACRES] 0.03 [ACRES] 20 [FEET] 0.01685 [CFS /L.F OF TRENCH] 21.26 CU.FT. /L.F. 0.79 [ CONST] 0.16 [ACRES] 581 [ CU.FT.] 5 [YEARS] [MIN.] 13 [MIN.] 23 [MIN.] 10 Page 3 of 3 - � ,%d ?-0/ 7? / 97' )IR -0192 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT; Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 2/23/2010 2/23/2010 GIVEN: RAINFALL FREQUENCY TOTAL AREA IMPERVIOUS AREA PERVIOUS AREA IMPERV. COEFFICIENT PERVIOUS COEFFICIENT RUNOFF COEFFICIENT (C) DESIGN WATER TABLE FLOOD CRITERIA INLET GRATE ELEVATION TRENCH BOTTOM ELEV. PVMNT SECTION DEPTH SAFETY FACTOR HYDRAULIC CONDUCTIVITY (k) (SEE ATTACHED TESTS) WIDTH bottom = TRENCH SLOPE =1 VERT. TO DRAINAGE PIPE ELEVATION DRAINAGE PIPE DIAMETER CALCULATED Saturated condition Q /LF = k((2 H2 Du)- (Du) ^2 +(2 H2 Ds)) TOTAL TRENCH LENGTH (TRY ?) = TOTAL NUMBER OF INLETS = BASIN B 5.00 0.42 0.42 0.00 0.90 0.30 0.90 2.30 5.00 9.20 -5.80 1.00 2.00 5.07E -04 3.00 0.00 5.95 1.25 [YEARS] [ACRES] [ACRES] [ACRES] [CONST] [CONST] [CONST] [FEET ABOVE NGVD [FEET ABOVE NGVD] [FEET ABOVE NGVD, LOWEST] [FEET, NGVD] [FEET] [CONST] [CFS /SF /FT OF HEA TYPICAL EXFILTRATION TRENCH ;,SELECT BACKFILI, ;: 12 INCHES BACKFILL • • UNSATURATED TRENCH DEPTH PIPE COVER PERFORATED PIPE DIAMETER V L. K(I W +2H2Du -Du2+ 2H2D3) +O.39X104)WDu [FEET] [HORZ.] [FEET A [FEET] Du Ds = Wavg = STORAGE AREA = STORAGE VOLUME = ACTUAL Q/LF = DESIGN Q/LF = 44 1 LF EA MINIMUM TRENCH LENGTH PER INLET = TOTAL STORAGE VOLUME (S) = ACTUAL EXFILTRATION = DESIGN EXFILTRATION = 6.9 FT 5.9 FT 8.1 FT 3 FT 9.46 SF 9.46 CU.FT. /L.F. 0.0803 CFS /L.F OF TRENCH 0.0402 CFS /L.F OF TRENCH 44 LF 416.4 CU.FT. 3.53 CFS 1.77 CFS Page 1 of 3 DESIGN CURVES FOR A 5 -YR FREQUENCY STORM TIME [MIN] (t) INTENSITY [IN /HR] (i) INFLOW [CFS] (Q =CIA) INFLOW CUMULATIVE [CU. FT.] (Q =CIA) STORAGE [CU. FT.] (S) ADJUSTED INFLOW [CU. FT.] (Q -S) ACTUAL EXFILTRA. [CU. FT.] OVERFLOW [CU. FT.] (Ponding) 0 5 10 15 20 25 30 40 50 60 90 120 150 180 0.00 6.80 6.17 5.64 5.20 4.82 4.50 3.96 3.54 3.20 2.48 2.03 1.71 1.48 0.00 2.57 2.33 2.13 1.97 1.82 1.70 1.50 1.34 1.21 0.94 0.77 0.65 0.56 0 771 1399 1920 2359 2735 3060 3593 4012 4350 5062 5514 5825 6053 416 416 416 416 416 416 416 416 416 416 416 416 416 416 -416 355 983 1504 1943 2319 2643 3176 3596 3934 4646 5097 5409 5637 0 530 1060 1590 2120 2650 3180 4240 5300 6360 9540 12720 15900 19080 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DESIGN CURVES (5 -YR FREQ.) 20000 16000 i V- 12000 m 0 0 IJi 8000 z 4000 - sa 12 ■ 0 s' 0 20 40 60 80 100 120 140 160 180 200 TIME (MIN.) CU.FT.) —CI— ACTUAL EXFILTRATION (CU.FT.) t INFLOW CUMULATIVE ( CU.FT.) - ADJUSTED INFLOW ( Page 2 of 3 Pelayo J. Calante P.E. 228 N.W. 85th Court MIAMI, FLORIDA 33126 TEL: (305) 613 -1424 FAX: (305) 854 -2546 PROJECT: Miami Shores Kingdom Hall PROJECT NO.: 1100 EXCEL FILE: COMPUTED BY: P.L. CHECKED BY: P.C. DATE: DATE: 02/23/10 02/23/10 "C" Factor for Impervious Areas "C" Factor for Pervious Areas Acres of Impervious Areas Acres of Pervious Areas Length (LF) of French Drain provided Seepage Capacity in CFS /LF Available Storage per LF Weighted Coefficient of Runoff Total Drainage area in acres (AC) Volume of One Inch of Runoff in CF Storm Frequency in years Initial Time of Concentration in MIN. Time to Generate One Inch of Runoff Time to Generate & Flow One Inch of Runoff 0.9 [CONST] 0.3 [CONST] 0.42 [ACRES] 0 [ACRES] 44 [FEET] 0.04015 [CFS /L.F OF TRENCH] 9.46 CU.FT. /L.F. 0.90 [CONST] 0.42 [ACRES] 1,525 [CU.FT.] 5 [YEARS] [MIN.] 11 [MIN.] 21 [MIN.] 10 Page 3 of 3 DYNATECH DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST. NO. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : September 25, 2009 : FLORIDA RBC1 : Property @ : 9100 NE 2nd Avenue, Miami, FL. : SAS : 7" : P -1 TEST DEPTH (feet) AVERAGE FLOW (GPM) AVERAGE K (CES /Sq. Ft -Ft Head) 0 -10 10 -15 15 -20 N/A 15 -4 N/A 4.91x10 20 -15 The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 7' -6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface 0' -0" to 0' -1" 0' -1" to 1' -0" 1' -0" to 2' -0" 2' -0" to 5' -0" 5' -0" to 6' -0" 6' -0" to 8' -0" 8' -0" to 15' -0" Field Tech: AS & LD Soil Description Asphalt Grayish fine sand w/ root's Grayish / brown fine sand Light tanish / Whiteish fine sand Brown fine sand Dark brown fine sand Brown fine sand Re`spectfuliy submitted, Wssai ;Lam P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 As a mutual protection to the clients. the public and ourselves. all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. • • DYNATECH DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828-7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST : September 25, 2009 : FLORIDA RBC1 : Property @ : 9100 NE 2 "d Avenue, Miami, FL. : SAS : 7" : P -2 TEST DEPTH (feet) AVERAGE FLOW (GPM) 0 -10 10 -15 N/A 16 AVERAGE K (CFS /Sq. Ft -Ft Head) N/A -4 5.23x10 15 -20 20 -15 The above hydraulic conductivity represents an ultimate value. The designer should decide on the required safety factor. This value is based on the existing soils at the location of the test. Water Table 7' -6" Below existing ground surface. SUBSURFACE INVESTIGATION Depth Below Ground Surface 0' -0" to 0' -1" 0' -1" to 0' -6" 0'-6" to 1' -6" 1' -6" to 3' -0" 3' -0" to 6' -0" 6' -0" to 15' -0" Field Tech: AS & LD Soil Description Asphalt Light tan medium sand w /rock fragments and root's Light brownish fine sand Light tanish / White fine sand Dark brown fine sand Brownish fine sand Respectfully submitted, 2tvasteL_LA____ Wissa Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No.`39584 �.s a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. N.E. 92 "d Street Percolation Location # G P -1 P -2 N.E. 91st Street N.E. 2 "d Avenue .N DYNATECH ENGINEERING CORP. Client: FLORIDA RBC1 Scale: N.T.S. Project: 9100 N.E. 2nd Avenue, Miami, Florida Date: September 30, 2009