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CC-11-951Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 11300 NE 2 Avenue Number: NEW DORM 1121360010160 -37 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC 1 Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone CeII Phone AMERICAN ENGINEERING AND DEVE (305)825 -9800 Valuation: Total Sq Feet: $ 529,340.00 0 1 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: Stories: Front Setback: Left Setback: Plans Submitted: Certification Date: Bond Retum : Scanning: 10 Occupancy Load: Exterior: Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $318.00 $238.21 $238.21 $106.00 $15,880.20 $60.00 $30.00 $424.00 $17,294.62 Pay Date Pay Type Invoice # CC -5-11 -41032 06/06/2011 Check #: 118720 $ 17,244.62 $ 50.00 05/24/2011 Check #: 13427 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: 1 Inspection Type: Final Building Second Floor Slab Second Floor Tie Bond Beam Final PE Certification Shutter Final Tie Beam Bond Beam Window Door Attachment Slab Termite Letter Framing Insulation Floor Trusses Drywall Screw Trusses Plan Submittal Roof Sheathing Spot Survey Wall Sheathinb Footer Column Pads Rake Beam Window and Door Buck Roof Trusses Density Fill Cells Columns Wire Lathe Stem Wall Footer F. Elevation Certificate NOC In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. June 06, 2011 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date June 06, 2011 1 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 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. L MAY 2Q 2011 BY: —..._ Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): to I V Phone t Address: f 0 , City: i Okrril 60ore5 State: Fl Oil I& --qs 11- Sf3C6 Tenant/Lessee Name: -d 1. trf. fel 14_ Emait: JOB ADDRESS: MOO NJE, 204 AftnUL 41 3060 Zip '331411 Phone# e, City: 114iami Shores County: Folio/Par+cel#: �, H • 21.369 no 0 Is the Building Historically Designated: Yes CONTRACTOR: Company Name.._ Address: 11105 . _ .._ City: IP i t Je r+ ? f State: QualifierName: RO IV 6LA�-l2 State Certification or Registration #: Contact Pho � °. =- -. -� Mn iari Dade Zip: NO Flood Zone: zip: 1 Phone#: tom) 825._ 9C0 Certificate of Competency #: Email Address: 0 r . ' Tre corp.arrri I -410 ff Value Of Work for this Permit: $ San °c®. 00 S pare/L near Footage of Work: Type of Work: CUAdd Lion Description of Work Sgt ODernoliti **********************Fees****************** e*►a.v0*ea *,*u*at Submittal Fee $t-.> Permit Fee $ /Sao --20 CCF $ coxes Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Trainhig/Educ ation Fee $ Technology Fee $ Double Fee $ Structural Review $ 4 t1, TOTAL FEE NOW DUE * bki+t- iXtre . ./TXTY p , vt wv4d -,h isv v e sr)i`r - Q 15 no} lnc in �vL .41;04-AL . 4h!! S L U (16- 1 � 1010 .0 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 F.F.CTRICAL 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 WITII 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 nusst 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 build peg " issued. In the absence of such posted notice, the inspection will not be approv . a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 073 , 20 IL, by day of who is pens • ally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: �iJ_6:ii�L✓4�5, Si Print: My Commission Expires: TTT'V"T'T * * * * ** * ** *4, **a** **** ** _ * ***a* *** * APPROVED BY A44.5i3))11 (Revised 07/10/07 )(Revised 05/10/2009XRevised 3/15/09) Contractor The foregoing instrument was acknowledged before me this day of jr 20 / /,by 12bn/4/d Ze. who is personall to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /lJC)2 JIMENEZ My Conunission Expire o: * MY COMMISSION IDD826VM EXPIRES: S.ptembat 28, 2813 4r4 oFat* 8aldedllsu Budget Noisy &Mos Plans Examiner Zoning Structural Review Clerk A� °� CERTIFICATE OF LIABILITY INSURANCE a5 20 /20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the poicy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 1 -305- 592 -6080 Arthur J. Gallagher Risk Management Services, inc. 8200 N.W. 41st Street Suite 200 Miami, FL 33166 CONTACT NAME: PHONE FAX EM): I INC. fl ok �o. ADDRESS: INSURER(S)AFFORDINOCOVERAGE NAM O INSURERA: OLD REPUBLIC GEN ENS CORP 24139 INSURED American Engineering & Development g g y:meat Corporation 11765 W. Okeechobee Road Hialeah Gardena, FL 33018 INBUtO?R6. AMERICAN GUAR A LXAB INS 26247 INSURER C: 04/30/12 INSURER D: $ 1,000,000 INSURERS: $ 300,000 INSURER F : . COVERAGES CERTIFICATE NUMBER; 21287834 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDmONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CCLLAIMS. LTR TYPE OP INSURANCE IINDSRR w vo POLICY NUMBER t NINfDD YYY1 ja M7D� nrri �YJ LIMITS A GENERALLUABIUTY g COMMERCIAL GENERAL LIABILITY A4C000241100 04/30/11 04/30/12 EAOHOcGURRENCE $ 1,000,000 DAMAGE TO PREMISES Ea oaasreDncei $ 300,000 I CLAIMS -MADE X OCCUR MED EXP (Any are person) $ 10.000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER 1 POLICY I 1 Popei. nLOC PRODUCTS - COMP/OP AGO $ 3,000* 000 $ A AUTOMOBILE X 8 LIABILITY ANY AUTO AALLLOBOWNED HIRED AUTOS X SCHEDULED AUT NAO VIRNED A4CA0D-241-100 04/30711 04/30[12 COMBINED SINGI.EUMIT $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY(Paso:Nang $ a DAMAGE /Par $ $ B 2 I RELULLfAB EXCESS tJAB X QCcuR CLAIMS -MADE ALIC9336641 -00 04/30/11 04/30/12 EACHoccuRRENCE $ 20,000,000 AGGREGATE $ 20,000,000 $ DED RETENTION $ A WORKERS COMPENSATION AND EMIPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MP-MEER EXCLUDED'? N (Mandatory In NH) If 1, d under DESCRIPTION OF OPERATIONS below N / A A4CW00241100 04/30/11 04/30/12 xlanlas1 I ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE - POLICY UNIT $ 500,000 DESCRIPTION OP OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Addltlonel Remade Sehedrde If mom space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 LISA SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTE WO.L BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2010105) =TIM 21287834 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD BATCH NUMBER SEE OTHER SIDE DO NOT FORWARD AMERICAN ENGINEERING & DEVELOPMENT CORP RONALD GLAZER PRES 11765 W OKEECHOBEE RD •HIALEAH GARDENS FL 33018 1 *ti{miii &ttssllit►1rtL►IsMlinh J ulltttltl+fW QUALIFYING TRADE(8) 0007: PAVING ENGINEERING 0009 EXCAU GRADING ENG. Hen*. oczP.E. Seeretsig ofthe Senitl 1.4-03,-ke Ifiltaireatte eountY Pabals ellonSterty IOU teren. 1 NOTICE OF CO ENT A WHAM BE AT WE OF MST DEFECTION PERM T NJ I 6 TAx Folio No, 11-2 MI, 00000 40 b OF FLORIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED NED hereby gives notice that movements will be made to property. and In accordance with Chapter 713, Florida Statute, the following is proved in this Notice of Commencement. Description a.Ow (s) name and Interest in property: Name and address of fee afmple 6dsholde : 4. Contractor's. address -f ,. phone • 0 E 11111111111111111111111111111111111111111 .1111 CFN 2011R0350381 DR Bk 27703 P 4503; (itsg) RECORDED 05/27/2011 15:23:13 HARVEY RUVIHv CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST F'AGE STATE OF FLORIDA, COUNTY OF 1 HEREBY dERTIFY Mot this HAR By OttPal/r D.C. Space abawe merest forme of recording office M darn i a 14,1-462e, •- 4517.1471r.7. !ir,TfilliTliriM.111E1V1irouri!iiir-rninglinow address . XrTtTIiii ,ii'Zr�ii+ei_ri'r'G��,r"rN? .p%.'_'. 10 !_: else<< t. }- 4 .3Tjwii;t i[..ICLTAB 5. Surety: (Payment bond required by owner from contractor, If any) Name, address and phone number Amount of bond $ 6. Lender's mane and address NA 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided b Sr 713.13(1)(m)7., Florida Statutes, j 41614 y _1� $iO and �! w yr .91k }T ..ran.* .: r= r. Vi'i L 4Ur4 OF 8. In to him, Owners c 713,13(1)(b), Florida Statutes. Nan a n(s) to receive a copy of the Uenor's Notice as provided in Section PL, 3331 t © .Ant A 0. Expkation date of this Notice of Commencement 7 d 1 1 data Is 1 year from the date of recordrng unless a different date te spedfadj WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRCON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Stgnature(s) of Owners) or . ° .riTs Authorized Officer /DhrectoWPartner/Manage ... Prepared By Prepared By Prat Narne at-i Print Name Title/Office -/5$ ai7d A:Iwo Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DARE. The foregoing instrument was acknowledged before me this , 3 day of By T3 Ali if d4.4.9n4-4s , or 01 as for ersonalr known, or 0 produced the following type of identifi Signature of Notary Public: Print Name: H >' 4 (BEAL) Under penalties of perjury, N declare that 1 have read the foregoing and that the facts stated In it are true, to the best of my knowledge and belief. Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner BY 12%9142 FME3 SRO . - Wiz-- -- 131Va301.- - n..13* SOUTH FLORIDA WATER MANAGEMENT DISTRICT FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION/ WATER MANAGEMENT DISTRICTS/ U.S. ARMY CORPS OF ENGINEERS JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT/ AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS/ FEDERAL DREDGE AND FILL PERMIT RECEIVED MAR 3 0 2011 DERM Water Control Section Natural Resources Regulation & Restoration Division (NRRRD) Form 0971 (08/2007) ECEIVE MAY 2 4 2011 M9155 idlanslot INSTRUCTIONS FOR JOINT APPLICATION FOR ENVIRONMENTAL RESOURCE PERMIT /AUTHORIZATION TO USE STATE OWNED SUBMERGED LANDS /FEDERAL DREDGE AND FILL PERMIT INTRODUCTION Attached is a joint application for: 1) activities regulated under Part IV of Chapter 373, F.S.; 2) activities which require authorization to use state owned submerged lands; and 3) activities which require a federal dredge and fill permit. Certain activities may qualify for an exemption. If an activity qualifies for an exemption, an application is not required, although the use of this application form is the most expeditious way for the agencies to make the determination that the activity qualifies for an exemption. Attachment 2 lists activities and type of permit required for each activity. If you have any questions please contact the staff of the nearest office of either the Florida Department of Environmental Protection (DEP) or a Water Management District (WMD). PROCESSING AGENCY /DISTRICT SERVICE CENTERS The Department of Environmental Protection ( "Department" or "DEP ") permits some types of activities, and the Water Management Districts ( "WMDs ") permits others. See Attachment 1, DEP/WMD Permitting Responsibilities, if you do not know which agency should receive your application. Environmental Resource Permit Applications shall be made to the appropriate District/ Department Service Center serving the area in which the activity is proposed. Attachment 4 designates the appropriate Services Centers for each geographic area. COPIES /APPLICATION FEES Submit an original signed application form plus four copies of the form, and five complete sets of all the requested drawings and other information to the appropriate DEP or WMD office. Submit the appropriate fee with your application. Application fees are listed in Attachment 3. DISTRIBUTION TO THE U.S. ARMY CORPS OF ENGINEERS When activities are proposed in, on or over wetlands or other surface waters, a copy of the application will be forwarded to the Army Corps of Engineers (ACOE) by the reviewing agency. The ACOE will advise you of any additional information required to obtain a federal dredge and fill permit. It is not necessary for the applicant to submit a separate application to the ACOE. The information requested in this application form may be more than required to make a complete application to the Corps. However, it is useful and essential for subsequent evaluation. Reducing unnecessary paperwork and delays is a continuing Corps goal. DISTRIBUTION TO THE WATER MANAGEMENT DISTRICT FOR STATE LAND APPROVAL The Water Management District will process all applications for authorization to use state owned submerged lands for those projects for which the WMD also processes the Environmental Resource Permit pursuant to Rule 18 -21, F.A.C. Form 0971 (08/2007) SECTION A Are any of the activities described in this application proposed to occur in, on, or over wetlands or other surface waters? ❑ yes ® no Is this application being filed by or on behalf of a government entity or drainage district? ❑yes ®no A. Type of Environmental Resource Permit Requested (check at least one) ❑ Noticed General include information requested in Section B. ❑ Standard General (Single Family Dwelling) - include information requested in Sections C and D. ® Standard General (all other projects) - include information requested in Sections C and E. ❑ Individual (Single Family Dwelling) - include information requested in Sections C and D. ❑ Individual (all other projects) - include information requested in Sections C and E. ❑ Conceptual - include information requested in Sections C and E. ❑ Mitigation Bank Permit (construction) - include information requested in Section C and F. (If the proposed mitigation bank involves the construction of a surface water management system requiring another permit defined above, check the appropriate box and submit the information requested by the applicable section.) ❑ Mitigation Bank (conceptual) - include information requested in Section C and F. B. Type of activity for which you are applying (check at least one) ❑ Construction or operation of a new system including dredging or filling in, on or over wetlands and other surface waters. El Alteration or operation of an existing system which was not previously permitted by a WMD or DEP. ® Modification of a system previously permitted by a WMD or DEP. Provide previous permit numbers. 13- 01785 -P ® Alteration of a system ❑ Extension of permit duration ❑ Abandonment of a system ❑ Construction of additional phases of a system ❑ Removal of a system C. Are you requesting authorization to use State Owned Lands? El yes ® no (If yes include the information requested in Section G.) D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and fill permit requested: ❑ Individual ❑ Programmatic General ❑ General El Nationwide ® Not Applicable E. Are you claiming to qualify for an exemption? Oyes Z no If yes provide rule number if known. Form 0971 Section A (08/2007) ,..gt.WW.S1+49X. Page 1 of 4 OWNER(S) OF LAND ENTITY TO RECEIVE PERMIT (IF OTHER THAN OWNER) NAME Bruce Edwards NAME ADDRESS 11300 NE 2nd Avenue ADDRESS CITY, STATE, ZIP Miami Shores, FL, 33161 CITY, STATE, ZIP COMPANY AND TITLE Barry University COMPANY AND TITLE TELEPHONE ( 954) 769 -8107 FAX ( 954) 769 -8108 TELEPHONE ( ) FAX ( ) AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT IS USED) CONSULTANT (IF DIFFERENT FROM AGENT) NAME NAME Michael Schwartz, P.E. COMPANY AND TITLE COMPANY AND TITLE Kimley -Horn and Associates, Inc. ADDRESS ADDRESS 1221 Brickell Avenue, Suite 400 CITY, STATE, ZIP CITY, STATE, ZIP Miami, FL 33131 TELEPHONE ( ) FAX ( ) TELEPHONE ( 305) 673 -2025 FAX ( 305) 535 -7760 Name of project, including phase if applicable Barry University Student Housing Is this application for part of a multi -phase project? Total applicant -owned area contiguous to the project Total project area for which a permit is sought 6.30 ❑ yes // no 6.30 ac ac Impervious area for which a permit is sought 3.57 ac funded projects) of work in, on, or over wetlands What is the total area (metric equivalent for federally or other surface waters? 0 acres 0 square feet 0 hectares 0 square meters Number of new boat slips proposed. N/A Project location (use additional sheets, if needed) County(ies) Miami -Dade Section(s) 36 Township 52 Range 41 Section(s) Township Range Land Grant name, if applicable Tax Parcel Identification Number 11- 2136- 000 -0040 Street address, road, or other location 11300 NE 2 "d Avenue City, Zip Code if applicable Miami Shores, FL 33161 Form 0971 Section A (08/2007) Page 2 of 4 Describe in general terms the proposed project, system, or activity. The proposed is the modification of Permit No. 13- 01785 -P for the construction and operation of a surface water management system to serve a 6.30 -acre student housing site. The proposed surface water management system will consist of inlets, culverts and exfiitration trench which will provide dry pre- treatment of 1 inch of runoff. No adverse wetland impacts are anticipated from this project development. Therefore, no wetland mitigation requirements have been included in this permit. If there have been any pre - application meetings, including at the project site, with regulatory staff, please list the date(s), location(s), and names of key staff and project representatives. N/A Please identify by number any MSSW/Wetland resource /ERP /ACOE Permits pending, issued or denied for projects at the location, and any related enforcement actions. Agency Date No. \Type of Application Action Taken DERM 11/26/2001 Permit No. 13- 01785 -P SWM General Permit - Approved /Certified Note: The following information is required only for projects proposed to occur in, on or over wetlands that need a federal dredge and fill permit and /or authorization to use state owned submerged lands and is not necessary when applying solely for an Environmental Resource Permit. Please provide the names, addresses and zip codes of property owners whose property directly adjoins the project (excluding applicant). Please attach a plan view showing the owner's names and adjoining property lines. Attach additional sheets if necessary. 1. 2. 3. 4. Form 0971 Section A (08/2007) Page 3 of 4 By signing this application form, I am applying, or I am applying on behalf of the applicant, for the permit and any proprietary authorizations identified above, according to the supporting data and other incidental information filed with this application. I am familiar with the information contained in this application and represent that such information is true, complete and accurate. I understand this is an application and not a permit, and that work prior to approval is a violation. I understand that this application and any permit issued or proprietary authorization issued pursuant thereto, does not relieve me of any obligation for obtaining any other required federal, state, water management district or local permit prior to commencement of construction. I agree, or I agree on behalf of my corporation, to operate and maintain the permitted system unless the permitting agency authorizes transfer of the permit to a responsible operation entity. I understand that knowingly making any false statement or representation in this application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. Bruce Edwards - Barry University Typed /Printed .f Applicant (If no Agent is used) or Agent (If one is so authorized below) Signatur- if A plicant/Agent Date ]ll C e_ !t%� * 3/6/1 (Corporate Title if applicable) AN AGENT MAY SIGN ABOVE ONLY IF THE APPLICANT COMPLETES THE FOLLOWING: I hereby designate and authorize the agent listed above to act on my behalf, or on behalf of my corporation, as the agent in the processing of this application for the permit and /or proprietary authorization indicated above; and to furnish, on request, supplemental information in support of the application. In addition, I authorize the above - listed agent to bind me, or my corporation, to perform any requirement which may be necessary to procure the permit or authorization indicated above. I understand that knowingly making any false statement or representation in this application is a violation of Section 373.430, F.S. and 18 U.S.C. Section 1001. Bruce Edwards - Barry University Typed /Printed Name of Applicant Signature of Applicant/Agent Date (Corporate Title if applicable) Please note: The applicant's original signature (not a copy) is required above. PERSON AUTHORIZING ACCESS TO THE PROPERTY MUST COMPLETE THE FOLLOWING: I either own the property described in this application or I have legal authority to allow access to the property, and I consent, after receiving prior notification, to any site visit on the property by agents or personnel from the Department of Environmental Protection, the Water Management District and the U.S. Army Corps of Engineers necessary for the review and inspection of the proposed project specified in this application. I authorize these agents or personnel to enter the property as many times as may be necessary to make such review and inspection. Further, I agree to provide entry to the project site for such agents or personnel to monitor permitted work if a permit is granted. cciz.- citro re,s r y Mt/tiers/ Typed /Printed e of Applicar4 1 air . Signature •f pplicant/Agent Ikeete D e (Corporate Title if applicable) Form 0971 Section A (08/2007) 5fW�11�.4-=t. Page 4of4 SECTION C Environmental Resource Permit Notice of Receipt of Application This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of application and all attachments with the other required information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2' x 3'. Project Name: County: Owner: Applicant: Applicant's Address: Barry University Student Housing Miami -Dade Barry University Barry University - Bruce Edwards 11300 NE 2nd Avenue 1. Indicate the project boundaries on a USGS quadrangle map. Attach a location map showing the boundary of the proposed activity. The map should also contain a north arrow and a graphic scale; show Section(s), Township(s), and Range(s); and must be of sufficient detail to allow a person unfamiliar with the site to find it. See attached exhibit 2. Provide the names of all wetlands, or other surface waters that would be dredged, filled, impounded, diverted, drained, or would receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an Outstanding Florida Water or Aquatic Preserve: N/A 3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. Use multiple sheets, if necessary. Use a scale sufficient to show the location and type of works. SEE ATTACHED SITE PLAN AND PAVING, GRADING, AND DRAINAGE PLAN. 4. Briefly describe the proposed project (such as "construct a deck with boatshelter ", "replace two existing culverts ", "construct surface water management system to serve 150 acre residential development "): Construct surface water management system to serve 6.30 -acre student housing development. 5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise impacted by the proposed activity: None 6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters (attach additional sheets if necessary): None FOR AGENCY USE ONLY Application Name: Application Number: Office where the application can be inspected: Form 0971 Section C (08/2007) -ftesursikagx. Page 1 of 1 SECTION E INFORMATION FOR STANDARD GENERAL, INDIVIDUAL AND CONCEPTUAL ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE FAMILY DWELLING UNIT Please provide the information requested below if the proposed project requires either a standard general, individual, or conceptual approval environmental resource permit and is not related to an individual, single family dwelling unit, duplex or quadraplex. The information listed below represents the level of information that is usually required to evaluate an application. The level of information required for a specific project will vary depending on the nature and location of the site and the activity proposed. Conceptual approvals generally do not require the same level of detail as a construction permit. However, providing a greater level of detail will reduce the need to submit additional information at a later date. If an item does not apply to your project, proceed to the next item. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 24" X 36 ". I. Site Information A. Provide a map(s) of the project area and vicinity delineating USDA/SCS soil types. See Attached Soil Map Survey B. Provide recent aerials, legible for photointerpretation with a scale of 1" = 400 ft, or more detailed, with project boundaries delineated on the aerial. See attached Exhibit A -1 C. Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide elevation for each on site wetland or surface water, including receiving waters into which runoff will be discharged. Include dates, datum, and methods used to determine these elevations. See attached Exhibit A -2 D. Identify the wet season high water tables at the locations representative of the entire project site. Include dates, datum, and methods used to determine these elevations. See attached Exhibit A -2 0. Environmental Considerations A. Provide results of any wildlife surveys that have been conducted on the site, and provide any comments pertaining to the project from the Florida Game and Fresh Water Fish Commission and the U.S. Fish and Wildlife Service. None known B. Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained in on -site wetlands and other surface waters that will be preserved or will remain undisturbed. No onsite wetlands or surface waters currently exist on the site. C. Provide a narrative description of any proposed mitigation plans, including purpose, maintenance, monitoring, and construction sequence and techniques, and estimated costs. N/A D. Describe how boundaries of wetlands or other surface waters were determined. If there has ever been a jurisdictional declaratory statement, a formal wetland determination, a formal determination, a validated informal determination, or a revalidated jurisdictional determination, provide the identifying number. N/A E. Impact Summary Tables: 1. For all projects, complete Table 1, 2 and 3 as applicable. Tables 1, 2, and 3 are not applicable as there are no wetlands on the proposed development site. 2. For docking facilities or other structures constructed over wetlands or other surface waters, provide the information requested in Table 4. No docks proposed. 3. For shoreline stabilization projects, provide the information requested in Table 5. N/A Form 0971 Section E (08/2007) P�nc 1 f 11 III. Plans Provide clear, detailed plans for the system including specifications, plan (overhead) views, cross sections (with the locations of the cross sections shown on the corresponding plan view), and profile (longitudinal) views of the proposed project. The plans must be signed and sealed by an appropriate registered professional as required by law. Plans must include a scale and a north arrow. These plans should show the following: A. Project area boundary and total land area, including distances and orientation from roads or other land marks; SEE ATTACHED SURVEY AND SITE PLAN. B. Existing land use and land cover (acreage and percentages), and on -site natural communities, including wetlands and other surface waters, aquatic communities, and uplands. Use the Florida Land Use Cover & Classification System (FLUCCS) (Level 3) for projects proposed in the South Florida Water Management District, the St. Johns River Water Management District, and the Suwannee River Water Management District and use the National Wetlands Inventory (NW1) for projects proposed in the Southwest Florida Water Management District. Also identify each community with a unique identification number which must be consistent in all exhibits. SEE ATTACHED FLUCCS MAP C. The existing topography extending at least 100 feet off the project area, and including adjacent wetlands and other surface waters. All topography shall include the location and a description of known benchmarks, referenced to NGVD. For systems waterward of the mean high water (MHW) or seasonal high water lines, show water depths, referenced to mean low water (MLW) in tidal areas or seasonal low water in non -tidal areas, and list the range between MHW and MLW. For docking facilities, indicate the distance to, location of, and depths of the nearest navigational channel and access routes to the channel. SEE ATTACHED SURVEY D. If the project is in the known flood plain of a stream or other water course, identify the flood plain boundary and approximate flooding elevations; Identify the 100 -year flood elevation and floodplain boundary of any lake, stream or other watercourse located on or adjacent to the site; SEE ATTACHED FEMA FIRM MAP E. The boundaries of wetlands and other surface waters within the project area. Distinguish those wetlands and other surface waters that have been delineated by any binding jurisdictional determination; No wetlands exist within the project area. F. Proposed land use, land cover and natural communities (acreage and percentages), including wetlands and other surface waters, undisturbed uplands, aquatic communities, impervious surfaces, and water management areas. Use the same classification system and community identification number used in III (B) above: SEE ATTACHED SITE PLAN. G. Proposed impacts to wetlands and other surface waters, and any proposed connections /outfalls to other surface waters or wetlands; No wetlands exist within the project area. H. Proposed buffer zones; N/A I. Pre and post - development drainage patterns and basin boundaries showing the direction of flows, including any off -site runoff being routed through or around the system; and connections between wetlands and other surface waters- See attached drainage calculations J. Location of all water management areas with details of size, side slopes, and designed water depths; See attached paving and grading plans. Form 0971 Section E (08/2007) Page 2 of 11 K. Location and details of all water control structures, control elevations, any seasonal water level regulation schedules; and the location and description of benchmarks (minimum of one benchmark per structure); See attached drainage calculations L. Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility lines, roads, and buildings; See attached paving and grading plans. M. Location, size, and design capacity of the internal water management facilities; See attached paving and drainage plan along with drainage calculations. N. Rights -of -way and easements for the system, including all on -site and off -site areas to be reserved for water management purposes, and rights -of -way and easements for the existing drainage system, if any; N/A - None existing or proposed. 0. Receiving waters or surface water management systems into which runoff from the developed site will be discharged; See attached drainage calculations P. Location and details of the erosion, sediment and turbidity control measures to be implemented during each phase of construction and all permanent control measures to be implemented in post - development conditions; See attached storm water pollution prevention plan Q. Location, grading, design water levels, and planting details of all mitigation areas; N/A R. Site grading details, including perimeter site grading; See attached paving, grading, and drainage plans S. Disposal site for any excavated material, including temporary and permanent disposal sites; To be determined by the contractor T. Dewatering plan details; To be determined by the contractor U. For marina facilities, locations of any sewage pumpout facilities, fueling facilities, boat repair and maintenance facilities, and fish cleaning stations; N/A V. Location and description of any nearby existing offsite features which might be affected by the proposed construction or development such as stormwater management ponds, buildings or other structures, wetlands or other surface waters. N/A W. For phased projects, provide a master development plan. N/A IV. Construction Schedule and Techniques Provide a construction schedule, and a description of construction techniques, sequencing and equipment. This information should specifically include the following: A. Method for installing any pilings or seawall slabs; N/A B. Schedule of implementation of a temporary or permanent erosion and turbidity control measures; See attached storm water pollution prevention plan C. For projects that involve dredging or excavation in wetlands or other surface waters, describe the method of excavation, and the type of material to be excavated; N/A D. For projects that involve fill in wetlands or other surface waters, describe the source and type of fill material to be used. For shoreline stabilization projects that involve the installation of riprap, state how these materials are to be placed, (i.e., individually or with heavy equipment) and whether the rocks will be underlain with filter cloth; N/A Form 0971 Section E (08/2007) Page 3 of 11 E. If dewatering is required, detail the dewatering proposal including the methods that are proposed to contain the discharge, methods of isolating dewatering areas, and indicate the period dewatering structures will be in place (Note: a consumptive use or water use permit may by required); To be determined by the contractor F. Methods for transporting equipment and materials to and from the work site. If barges are required for access, provide the low water depths and draft of the fully loaded barge; and Equipment to be transported by existing road network. G. Demolition plan for any existing structures to be removed; N/A H. Identify the schedule and party responsible for completing monitoring, record drawings, and as -built certifications for the project when completed. Schedule to be determined. Engineer of Record will be responsible for certification of construction. V. Drainage Information A. Provide pre - development and post - development drainage calculations, signed and sealed by an appropriate registered professional, as follows: 1. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time of concentration for each drainage basin; Please see the attached drainage calculations. 2. Water table elevations (normal and seasonal high) including aerial extent and magnitude of any proposed water table drawdown; Please see the attached drainage calculations. 3. Receiving water elevations (normal, wet season, design storm); Please see the attached drainage calculations. 4. Design storms used including rainfall depth, duration, frequency, and distribution; Please see the attached drainage calculations. 5. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s); Please see the attached drainage calculations. 6. Stage- storage computations for any area such as a reservoir, close basin, detention area, or channel, used in storage routing; Please see the attached drainage calculations. 7. Stage- discharge computations for any storage areas at a selected control point, such as control structure or natural restriction; Please see the attached drainage calculations. 8. Flood routings through on -site conveyance and storage areas; Please see the attached drainage calculations. 9. Water surface profiles in the primary drainage system for each required design storm event(s); Please see the attached drainage calculations. 10. Runoff peak rates and volumes discharged from the system for each required design storm event(s); and Please see the attached drainage calculations. 11. Tail water history and justification (time and elevation); Please see the attached drainage calculations. 12. Pump specifications and operating curves for range of possible operating conditions (if used in system). N/A B. Provide the results of any percolation tests, where appropriate, and soil borings that are representative of the actual site conditions; See attached geotechnical report C. Provide the acreage, and percentages of the total project, of the following: 1. impervious surfaces, excluding wetlands, 3.57 acres Form 0971 Section E (08/2007) Page 4 of 11 2. pervious surfaces (green areas, not including wetlands), 2.53 acres 3. lakes, canals, retention areas, other open water areas, 0_0 4. wetlands; 0_0 D. Provide an engineering analysis of floodplain storage and conveyance (if applicable), including: 1. Hydraulic calculations for all proposed traversing works; N/A 2. Backwater water surface profiles showing upstream impact of traversing works; N/A 3. Location and volume of encroachment within regulated floodplain(s); and N/A 4. Plan for compensating floodplain storage, if necessary, and calculations required for determining minimum building and road flood elevations. No compensatory volume is necessary. E. Provide an analysis of the water quality treatment system including: 1. A description of the proposed stormwater treatment methodology that addresses the type of treatment, pollution abatement volumes, and recovery analysis; and Please see the attached drainage calculations. 2. Construction plans and calculations that address stage- storage and design elevations, which demonstrate compliance with the appropriate water quality treatment criteria. Please see the attached drainage calculations and plans. F. Provide a description of the engineering methodology, assumptions and references for the parameters listed above, and a copy of all such computations, engineering plans, and specifications used to analyze the system. If a computer program is used for the analysis, provide the name of the program, a description of the program, input and output data, two diskette copies, if available, and justification for model selection. Please see the attached drainage calculations. VI. Operation and Maintenance and Legal Documentation A. Describe the overall maintenance and operation schedule for the proposed system. The overall maintenance for the proposed system will be on an as- needed basis by the owner's operation and maintenance division. B. Identify the entity that will be responsible for operating and maintaining the system in perpetuity if different than the permittee, a draft document enumerating the enforceable affirmative obligations on the entity to properly operate and maintain the system for its expected life, and documentation of the entity's financial responsibility for long term maintenance. If the proposed operation and maintenance entity is not a property owner's association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. If a property owner's association is the proposed operation and maintenance entity, provide copies of the articles of incorporation for the association and copies of the declaration, restrictive covenants, deed restrictions, or other operational documents that assign responsibility for the operation and maintenance of the system. Provide information ensuring the continued adequate access to the system for maintenance purposes. Before transfer of the system to the operating entity will be approved, the permittee must document that the transferee will be bound by all terms and conditions of the permit. The owner to be responsible for maintenance of system. C. Provide copies of all proposed conservation easements, storm water management system easements, property owner's association documents, and plats for the property containing the proposed system. See existing permit No. 13- 01785 -P D. Provide indication of how water and waste water service will be supplied. Letters of commitment from off -site suppliers must be included. See existing permit No. 13- 01785 -P Form 0971 Section E (08/2007) Page 5 of 11 E. Provide a copy of the boundary survey and /or legal description and acreage of the total land area of contigous property owned /controlled the applicant. See attached Survey VII. Water Use A. Will the surface water system be used for water supply, including landscape irrigation, or recreation. N/A B. If a Consumptive Use or Water Use permit has been issued for the project, state the permit number. N/A C. If no Consumptive Use or Water Use permit has been issued for the project, indicate if such a permit will be required and when the application for a permit will be submitted. N/A D. Indicate how any existing wells located within the project site will be utilized or abandoned. N/A Form 0971 Section E (08/2007) ■sewrnd _gqv Page 6 of 11 TABLE ONE: PROJECT WETLAND (WL) AND OTHER SURFACE WATER (SW) SUMMARY WL &SW WL &SW WL &SW WL &SW NOT IMPACTED ID TYPE SIZE TEMPORARY WL & SW IMPACTS PERMANENT WL & SW IMPACTS MITIGATION ID WL & SW TYPE IMPACT SIZE IMPACT CODE WL & SW TYPE IMPACT SIZE IMPACT CODE PROJECT TOTALS: COMMENTS: Site will not impact any wetlands. CODES (multiple entries per cell not allowed): Wetland Type: from an established wetland classification system Impact Type: D= dredge; F =fill; H= change hydrology; S= shading; C= clearing; O =other Form 0971 Section E (08/2007) srwirstagsik Page 7 of 11 TABLE TWO: PROJECT ON -SITE MITIGATION SUMMARY MITIGATION ID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE PROJECT TOTALS COMMENTS: Site will not impact any wetlands. CODES (multiple entries per cell not allowed): Target Type or Type = target or existing habitat type from an established wetland classification system or land use classification for non - wetland mitigation Form 0971 Section E (08/2007) sfwrlsav Page 8 of 11 TABLE THREE: PROJECT OFF -SITE MITIGATION SUMMARY MITIGATION ID CREATION RESTORATION ENHANCEMENT WETLAND PRESERVE UPLAND PRESERVE OTHER AREA TARGET TYPE AREA TARGET TYPE AREA TARGET TYPE AREA TYPE AREA TYPE AREA TARGET TYPE PROJECT TOTALS COMMENTS: Site will not impact any wetlands. CODES (multiple entries per cell not allowed): Target Type= target or existing habitat type from an established wetland classification system or land use classification for non - wetland mitigation Form 0971 Section E (08/2007) Page 9 of 11 Table 4: IF YOU ARE CONSTRUCTING A DOCKING FACILITY, PLEASE PROVIDE THE FOLLOWING Structures Type of Work* Length ** Width ** Height ** Total Sq. ft. over water # Proposed Slips # Existing Slips Docks /Piers /Number: Finger Piers/Number: Other Water Structures: Total: *Type of Work N -New * *In Feet R- Replaced O -Other RR- Removed A- Altered /Modified Use of Structure Will the docking facility provide: Livaboard Slips? If yes, Number: Fueling Facilities: If yes, Number: Sewage Pump -out Facilities? If yes, Number: Other Supplies or Services Required for Boating (excluding refreshments, bait and tackle) ❑ Yes ❑ No Type of Materials for Docking and Pilings (i.e., CCA, pressure treated wood, plastic, or concrete) Pilings : Docking : Proposed Dock Plank Spacing (if applicable): Proposed Size (length and draft), Type, and Number of Boats Expected to Use or Proposed to be Mooring at the facility): Form 0971 Section E (08/2007) Page 10 of 11 Table 5: SHORELINE STABILIZATION IF YOU ARE CONSTRUCTING A SHORELINE STABILIZATION PROJECT, PLEASE PROVIDE THE FOLLOWING: Stabilization H: V: Vertical Seawall Seawall + Rip Rap Rip Rap Rip Rap + Vegetation Other Shoreline Stabilization Type Size of Rip Rap Type of Rip Rap ,UILmausx. Form 0971 Section E (08/2007) Page 11 of 11 • • • • • • • March 2010 • • • • Barry University Student Housing • Miami -Dade County. Florida • • • Drainage Report • • KHA PN:040688001 • • • • • Prepared for: • Barry University M �sS • 11300 N.E. 2nd Avenue • Miami Shores, Fl 33161 • • • • • Prepared by: '• Kimley -Horn and Associates, Inc. • 1221 Brickell Avenue - Suite 400 • Miami, Florida 33131 • • • • '• • Kimley -Horn • and Associates, Inc. • • • • 1112 ECEIVE n MAY 2 4 2011 -• -• • • • • March 2011 • • • • Barry University Student Housing • Miami -Dade County, Florida • • Drainage Report • KHA PN: 040688001 • • • • • • -• Prepared for: • Barry University 11300 N.E. 2nd Avenue • Miami Shores, Florida 33161 • • • • Prepared by: • Kimley -Horn & Associates, Inc. 1221 Brickell Ave., Suite 400 • Miami, FL 33131 • CA Number 00000696 • • • • • • • • • • • • ••••••• Barry University Student Housing Drainage Report March 2011 DRAINAGE REPORT For BarryUniversity Student Housing Miami -Dade County, Florida KHA Project No.: 040688001 March 2011 Prepared For: Barry University `\111��,��i �// 11300 N.E. 2nd Avenue �� //j Miami Shores, Florida 33161 �� !r` "C Yiti • • `¢�? jj%�� Q 0 N- - 0147;1, /DEA e4eq" lu Michas hwartz, P.E. Florida Professional Engineer License umber 56200 Kimley -Horn and Associates CA Number 00000696 1221 Brickell Ave, Suite 400 Miami, Florida 33131 (305) 673 -2025 Voice (305) 535 -7760 (Fax) • • • • • • • TABLE OF CONTENTS • PROJECT DESCRIPTION 3 • EXISTING CONDITIONS 3 • OBJECTIVE 3 • REQUIREMENTS 3 • FEMA FLOOD ELEVATION 4 • PROPOSED STORMWATER MANAGEMENT SYSTEM 4 • CONCLUSION AND RECOMMENDATION 5 • REFERENCES 6 • • • • • • • • • APPENDICES A. MAPS • A -1 - PROJECT LOCATION • A -2 - AVERAGE OCTOBER GROUND WATER LEVEL • A -3 - FIRM FLOOD INSURANCE RATE MAP • A-4 - DADE COUNTY FLOOD CRITERIA MAP • WEB SOIL SURVEY • B. DRAINAGE CALCULATIONS • • • C. GEOTECHNICAL TEST RESULTS • • • • • • • • • • • • • • Barry University Student Housing Drainage Report • March 2011 • 2 The proposed project is located at 11300 N. Miami Avenue in Miami Shores Village and is a portion of section 36, township 52 S, range 41 E, in Miami -Dade County, Florida (see Project Location Map in Appendix A -1). The site of the proposed development is bounded by NW 2nd Ave on the west, NW 115th Street on the north, N. Miami Ave on the east and NW 111th Street on the south. The scope of work for the proposed student housing facility development consists of a 21,500 SF three (3) story dormitory and associated at grade vehicle parking lot. The total combined site area is approximately 6.93 acres. The site currently has two (2) dormitories totaling 25,000 SF and associated at grade vehicle parking lot. According to the geotechnical report conducted by Dunkelberger Engineering & Testing, Inc., the results of the subsurface study indicate the surficial materials to consist of either asphaltic concrete, topsoil (0.2 to 0.8 feet) or exposed fill soils. The fill material consists mainly of loose to locally medium dense sand with variable amounts of limestone and shell fragments that extends to a depth of 7 to 10.5 feet below grade. Loose to very loose fine to medium sands occur between 10.5 and 32.5 feet beneath the ground surface. At the time of the geotechnical explorations it was discovered that the ground water table was approximately 9.8 to 10.4 feet below the existing ground surface. A total of 7 Standard Penetration Test (SPT) borings were performed at the subject site. The SPT borings were drilled to a depth of approximately 30 feet below the existing grade with an average hydraulic conductivity of 5.98E -04 cfs /ft2 The objective of this design is to provide a storm water management system, which will provide adequate flood protection for the proposed project and meet the environmental and regulatory requirements set forth by the federal, state and county governmental agencies. These agencies include the Florida Department of Environmental Protection (FDEP), Miami -Dade County Department of Environmental Resource Management (DERM), and the South Florida Water Management District (SFWMD). This drainage study and soil survey will be utilized to analyze the hydraulic conductivity of the existing soil profile within the proposed project area. This information will assess existing conditions and assist in the selection of the most practical and economical design for a storm water management system for this project. The proposed stormwater drainage system was developed following the standard methods of the South Florida Water Management District and the Miami -Dade County Department of Environmental Resource Management (DERM). The most stringent design requirements were followed in the design of the stormwater improvements. The design criteria are as follows: Barry University Student Housing Drainage Report March 2011 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • SFWMD CRITERIA Water Quantity Criteria — Design Storm Events 25 year- 3 day rainfall A storm event with duration of 3 days and 25 year return frequency shall be contained onsite. Water Table The design water table elevation was obtained from the Miami -Dade County Average 1999 October Ground Water Level map (Appendix A -2). The design high water table elevation is approximately 2.50 feet NGVD. Water Quality Criteria — Design Storm Events Both Miami -Dade County DERM (DERM) and South Florida Water Management District (SFWMD) water quality detention/retention (pre- treatment) criteria and procedures were followed during this analysis. For Exfiltration trench, detention/retention volumes for water quality are provided for the greater of, the first inch of storm runoff from the entire site, or the amount of 2.5 inches times the percentage of impervious area. FE SAT The project is located in COMMUNITY -PANEL NUMBER 12086C0139 L (panel 139 of 1031) of the Flood Insurance Rate Map (FIRM), revised September 11, 2009. According to the National Flood Insurance Program the project is located in Flood Zone `X'. The FEMA Flood Insurance Rate Map has been included in Appendix "A -3" for reference. AG E The proposed storm water improvements will have the capabilities to manage the storm water discharge from the existing site development area and the additional discharge produced by the proposed development and percolation into the underground water table. The storm water was designed to alleviate a 10 year storm event into the aforementioned system. Stormwater treatment consisting of South Florida Water Management District ( SFWMD) water quality detention/retention (pre- treatment) criteria and procedures were followed during this analysis. The storm water system utilizes a combination of baffled catch basins, interconnected drainage pipe and exfiltration trenches. To serve this site during the design storm, calculations show that 350 L.F. of exfiltration trench can serve the • area with a safety factor of 2.00 (See Appendix B). • The structures shall be placed according to the attached Construction Drawings prepared by Kimley -Horn and • Associates Inc. All underground piping, catch basins; exfiltration trench, concrete and asphalt pavement shall be designed and constructed to conform to the Miami -Dade County Public Works Department Minimum • Standards. • • • • • Barry University Student Housing Drainage Report • March 2011 • The drainage analysis indicates that the proposed drainage system can protect the site during the design storm event and will satisfy applicable water quality requirements. 350 L.F. of exfiltration trench have been proposed to serve the site providing a factor of safety of 2.00. Please see the attached drainage calculations for full calculation results in Appendix B. Design elevations on site have been designed to prohibit any offsite discharge onto the public right -of -way while retaining all generated storm -water runoff onsite. Miami -Dade County. 1994. Public Works Manual. Part 1, Standard Details. Public Works Department. State of Florida Department of Transportation. 1987. Drainage Manual Volume 2B Procedures. Drainage Design Office. Tallahassee, Florida. South Florida Water Management District. 1994. Management and Storage of Surface Waters Permit Information Manual Volume IV. West Palm Beach, Florida Chin, D.A., 2004, An Overview of Urban Stormwater - Management Practices in Miami -Dade County, Florida: U.S. Geological Survey Open -File Report 2004 -1346, 17 p. Barry University Student Housing Drainage Report March 2011 Barry University Student Housing Drainage Report March 2011 1 •....•.•....• ••i••••••••a••••••••••••••••••• Drawing name: K: \MIB_Civil \040688001_Barry University Student Housing \DRAINAGE \Appendices \APPENDIX A— LOCA110N MAP.dwg 8.5x11 Mar 16, 2011 10:48am by. stefano.viola AS AB 03)13310 1 ut z O O 0) O O ON 103fO8d 0 w v 01 D m m This document, together with the concepts and designs presented herein. as on instrument of service, is intended only for U. specific purpose and client for which it was prepared. Reuse of and improper reliance an this document without written outhoriaetioa and adaptation by Kbnley -HOm and Associated, Inc. shall be .;maul liability to Kimley -Horn and Associates, Inc. Id N391111N 3SN30I1 838NON 133HS •040 0.•00 040 00. 040 00040000000000400400000000000000 Drawing name K : \MIB_CIvil \0406B8001Barry University Student Housing \DRAINAGE \Appendices \APPENDIX OCT WTR.dwg Layout1 Mar 16, 2011 9:51am by stefano.viola p4 F 1 Pi a 8 L009990170 'ON 1070eld 0 TIe document, together with the concepts and dedene presented here@, as an ansbwnenl of se,l e, Is Intended only far the epenQe purpose and dim 1 fa Mfch It was prepared. Remo of and Improper redaaw an Ule document without Nihon o th44oien one adaptation by IOMey -HV, one Associates, Inc shaft be *Mout Ib00Rr to 00,41 -Nern and Assodata6 UR V Mil Nang- P wan 1u�ri�dw,uz►.r1l0., amp am imuumirattiquizi64:07.71 0<- cm Z M rn0 \ IT/ AV NW 1ST AV NW 117:AV NW 147 AV NW 137 AV Nl0 127 AV NW 117AV NW IV AV NW BT AV NW BTAV NW 2T AV 67AV 61AV A 0 m� co CO O 211 Orn mO 0 Li rn sIAV 2TAV 1ST H' NW'IVAV Nvi1Av NE2AV I1AV NE 18AV 28. AV V (A1A) • • • • • • • 50 H 4 MAP SCAL 0 H I • • • • • • • • • • • • FIF FLOG[ MIA FLOF Aim PANE (SEE MA CONTAINS COMMUNI BISCAYNE I MAN -DAT SHAM SHOI NORTH MIA N ice b used wher e hoxn sew salad con Federa • • • • • • • • • • • • • This is an official copy of a po was extracted using F -MIT Or or amendments which may ha title block. For the latest pros Program flood maps check th Drawing name: K: \MIB_Clvll \040688001 _Barry University Student Housing \DRAINAGE \Appendices \APPENDIX MDC FLOOD CRITFRIA.dwg Layoutl Mar 16, 2011 10:11am by stefano.viola This document, together With the cmmepte and designs presented herein, oe an Instrument of service. Is intended ahiy for the specific mimosa and client fat Which It was prepared Rase of and Improper reliance an this document Without paten authorisation and adaptation 07 gMey-Hmn and Associates, Ina. eob be Without liability to K6nIey-Hmn and Associates, Ina g4 F go �g0 0 =yA 8 p§ ra at g§"--4- hT ;If $fez A ouP 03 co 0 0 ON 103'021d 0 � o C 0 M z 1) < M 22 0 D t�. 4 Z u 4 Viola 11,1).!All1.11 Ili It ow," ardIrv,!,:. "1111111rtilit"'--- 1 IIII?Nl*;llglbl,PVAIII6•6'',rlai r1 c rr this i% a tilf in' I) d AA ArodetvArzit 0„ al Al Ikviiitierivi_ '___, vit, 0 ,I i NW 177 AA NW 467 As. INN 167 /tit NW.147 A't NW 137A\ NW 127 At NW 117 At NW 107 M NW97AV NW 87 AV NW77AV 87 AV 67 AV 47 AV W 37 AV 27 AV I UT 17 NWE 7 AV NE 2AV NE10AV E 18 AV E 26 AV 34 AV O CV Soil Map— Miami -Dade County Area, Florida 579920 580000 580080 580160 580240 580320 1 O o co CO W O co O (0 CO N N N m 0 0 579920 580000 580080 580160 580240 580320 Map Scale: 1:3260 if printed on Asize (8.5" x 11 ") sheet. 0 30 60 120 0 100 200 USDA Natural Resources fib Conservation Service 400 Meters 180 Feet 600 Web Soil Survey National Cooperative Soil Survey N 0 W 25° 52 54" co 25° 52' 32" 3/28/2011 Page 1 of 3 Soil Map —Miami -Dade County Area, Florida MAP LEGEND Area of Interest (AOI) Area of Interest (A01) Soils Soil Map Units Special Point Features j Blowout Borrow Pit X, Clay Spot ♦ Closed Depression CO Very Stony Spot lir Wet Spot Other Special Line Features Gully Short Steep Slope Other Political Features i Cities X Gravel Pit Water Features Gravelly Spot a Oceans Landfill A, Lava Flow Transportation Ai, Marsh or swamp Streams and Canals +}Z Mine or Quarry © Miscellaneous Water @ Perennial Water rr Rock Outcrop F Saline Spot Sandy Spot Severely Eroded Spot .0 Sinkhole Slide or Slip Sodic Spot Spoil Area Stony Spot Rails Interstate Highways US Routes Major Roads Local Roads MAP INFO! Map Scale: 1:3,260 if printed on A The soil surveys that comprise you Please rely on the bar scale on ea measurements. Source of Map: Natural Resourc Web Soil Survey URL: http://wel Coordinate System: UTM Zone This product is generated from the the version date(s) listed below. Soil Survey Area: Miami -Dade C Survey Area Data: Version 3, Ja Date(s) aerial images were photog The orthophoto or other base map compiled and digitized probably di1 imagery displayed on these maps. of map unit boundaries may be evi USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Soil Map —Miami -Dade County Area, Florida Map Unit Legend Miami -Dade County Area, Florida (FL686) Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 15 Totals for Area of Interest Urban land 41.5 100.0% 41.5 100.0% UaU Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 3/28/2011 Page 3 of 3 • • • Map Unit Description: Urban land— Miami -Dade County Area, Florida • • • Miami -Dade County Area, Florida • • 15 —Urban land • Map Unit Setting • Mean annual precipitation: 62 to 70 inches • Mean annual air temperature: 73 to 81 degrees F Frost -free period: 358 to 365 days • • Map Unit Composition Urban land: 98 percent • Minor components: 2 percent • Description of Urban Land • Setting • Landform: Marine terraces • Landform position (three - dimensional): Intertluve, taif Down -slope shape: Linear • Across -slope shape: Linear • Parent material: No parent material • Minor Components • Udorthents • Percent of map unit: 2 percent Landform: Marine terraces • Landform position (three - dimensional): Interfluve • Down -slope shape: Convex Across -slope shape: Linear • • Data Source Information • Soil Survey Area: Miami -Dade County Area, Florida • Survey Area Data: Version 3, Jan 13, 2010 • • • • • • • • I• • • • Natural Resources Web Soil Survey • Conservation Service National Cooperative Soil Survey • • 3/28/2011 Page 1 of 1 Barry University Student Housing Drainage Report March 2011 IX B« DRAINAG CA U AT DRAINAGE CALCULATIONS Barry University Student Housing 11300 NE 2nd Avenue., Miami Shores, FL. Site Development Data Proposed Area (acres) Proposed Elevation Range Total Area 6.93 10.25 14.08 Building Pervious Paving 1.12 2.73 3.08 100.00 10.25 10.75 100.00 14.08 13.58 * Building set high since no storage should be realized. Ground Storage Calculations Depth to Water Table Average Water Table Elevation Average Developed Elevation of Site Average Depth to Water Table 2.5 11.0 8.5 Developed Available Storage According to the Geotechnical Report the soils are Lauderhill Muck. Cummulative soil moisture storage was derived from Figure C -III -1 of the SFWMD Permit Manual using, the "Coastal" soil storage curves. Depth to Natural Avail. Developed Water Table Storage (in) Avail. Storage (in) 1.0 0.6 0.45 2.0 2.5 1.88 3.0 6.6 4.95 4.0 10.9 8.18 Soil Storage: Because the average grade after development will place the water table > 3' below the surface, the developed available storage for this site is taken to be 8.18 inches 2.73 pervious acres / 6.93 total acres 39% 39% 8.18 inches = 3.22 inches Rainfall Data: 5 year 24hr storm event = 6.5 25 year 72 hr storm event = 14 100 year 72 hr storm event = 17 Page 1 of 3 March 28, 2011 • Exfiltration Trench Calculation • • K= HYDRAULIC CONDUCTIVITY (cfs /ft2*ft head) H2 =DEPTH TO WATER TABLE (avg. grate el.-wet season avg. water level) (ft) • W =WIDTH OF TRENCH (ft) Du= NON - SATURATED TRENCH DEPTH (ft) • Ds= SATURATED TRENCH DEPTH (ft) L= LENGTH OF TRENCH • TD= TRENCH DEPTH • V= VOLUME OF WATER STORED • • • EQ.#2 • • • • • • • • • • • • • • • • • • • • • • • • • 1 The following equations are used to determine the storage of the exfiltration trench. EQ. #1 V=( L)*( K*( H2* W+ 2* H2* Du- Du ^2 +2 *H2 *Ds) +1.39E10^(- 4) *W *Du) V= (L) *(K *(2 *H2 *Du- Du ^2 +2 *H2 *Ds) +(1.39* 10 ^-4) *W *Du) IF SATURATED DEPTH OF TRENCH > NON - SATURATED DEPTH OF TRENCH or IF THE TRENCH WIDTH IS > 2*TOTAL TRENCH DEPTH INPUT Grate Elev.: 10.25 Pipe Size (ft): 1.50 Pipe Invert Elev. 5.50 High Water Table Elev: 2.50 Weir Elevation 8.25 K= 0.0005983 Trench Height 13.00 Trench Width= 6.00 Trench Length= 350 Top of Trench Elev.: 8.00 Top of Pipe Elev. 7.00 Depth of Trench 15.25 Bottom of Trench Elev. -5.00 H2= 5.75 Du= 5.50 Ds= 7.50 EQUATION USED FOR THIS CALCULATION: V= (L) *(K *(2 *H2 *D u- Du ^2 +2 *H2 *Ds) +(1.39 *10 ^ -4) *W *Du) V= 26.58 acre -in 2.215 acre -ft H2 SELECT BACKFJL1_. Og Page 2 of 3 COARSE ROCK 6 INCHES MINIMUM PIPE COVER 12 INCHES PERFORATED MINIMUM PIPE DIAMETER 12 INCHES PIPE IPE BED TRENCH WIDTH • Design Required Storage: • • South Florida Water Management District Storage Requirements D. 1" over limits of construction = (1.0 inch * Limits of Construction Area * 1 ft/ 12 inches) • 0.58 acre -ft • E. 2.5 * percent impervious = (2.5 inch * Paving /Sidewalk Area * 1 ft/ 12 inches) * (Site Area for Water Quality) • 0.77 acre-ft March 28, 2011 • • F. 0.5" of Pre - Treatment = (0.5 inch * Site Area * 1 ft/ 12 inches) 0.29 acre-ft • TOTAL Volume Required 1.05 acre -ft TOTAL Volume Provided 2.21 acre -ft • • • • • • • • • • • • • • • • • • • • • • • • • • • • Page 3 of 3 Michael D. Schwartz FL PE Reg. 56200 Cascade 2001 Version 1.0 File: Prop- 5yr -24hr Date: March 28, 2011 Page 1 Project Name: Barry University Student Housing Reviewer: Aaron Buchler Project Number: 040688001 Period Begin: Jan 01, 2000;0000 hr End: Jan 05, 2000;0000 hr Duration: 96 hr Time Step: 0.016 hr, Iterations: 20 Basin 1: Sub -Basin A Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 5 year 1 Day Rainfall: 6.5 inches Area: 6.93003 acres Ground Storage: 29.8 inches Time of Concentration: 0.25 hours Initial Stage: 2.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) 2.50 0.00 9.00 0.00 9.50 0.00 10.00 0.00 10.50 0.02 11.00 0.23 11.50 0.86 12.00 1.94 12.50 3.47 13.00 5.45 13.50 7.88 14.00 10.66 Offsite Receiving Body: Offsitel Time Stage (hr) (ft NGVD) 0.00 1000.00 2.50 2.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Sub -Basin A 10.12 26.52 BASIN WATER BUDGETS (all units in acre -ft) 2.50 0.00 Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual Sub -Basin A 0.01 0.00 0.00 0.00 0.01 0.00 Cascade 2001 Version 1.0 File: Prop- 25yr -72hr Date: March 28, 2011 Page 1 Project Name: Barry University Student Housing Reviewer: Aaron Buchler Project Number: 040688001 Period Begin: Jan 01, 2000;0000 hr End: Jan 05, 2000;0000 hr Duration: 96 hr Time Step: 0.016 hr, Iterations: 20 Basin 1: Sub -Basin A Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 14 inches Area: 6.93003 acres Ground Storage: 29.8 inches Time of Concentration: 0.25 hours Initial Stage: 2.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) 2.50 0.00 9.00 0.00 9.50 0.00 10.00 0.00 10.50 0.02 11.00 0.23 11.50 0.86 12.00 1.94 12.50 3.47 13.00 5.45 13.50 7.88 14.00 10.66 Offsite Receiving Body: Offsitel Time Stage (hr) (ft NGVD) 0.00 1000.00 2.50 2.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Sub -Basin A 11.56 74.38 BASIN WATER BUDGETS (all units in acre -ft) 2.50 0.00 Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual Sub -Basin A 0.99 0.00 0.00 0.00 0.99 0.00 Cascade 2001 Version 1.0 File: Prop- 100yr -72hr Date: March 28, 2011 Page 1 Project Name: Barry University Student Housing Reviewer: Aaron Buchler Project Number: 040688001 Period Begin: Jan 01, 2000;0000 hr End: Jan 05, 2000;0000 hr Duration: 96 hr Time Step: 0.016 hr, Iterations: 20 Basin 1: Sub -Basin A Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 100 year 3 Day Rainfall: 17 inches Area: 6.93003 acres Ground Storage: 29.8 inches Time of Concentration: 0.25 hours Initial Stage: 2.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) 2.50 0.00 9.00 0.00 9.50 0.00 10.00 0.00 10.50 0.02 11.00 0.23 11.50 0.86 12.00 1.94 12.50 3.47 13.00 5.45 13.50 7.88 14.00 10.66 Offsite Receiving Body: Offsitel Time Stage (hr) (ft NGVD) 0.00 1000.00 2.50 2.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES Struc Max (cfs) Time (hr) Min (cfs) Time (hr) BASIN MAXIMUM AND MINIMUM STAGES Basin Max (ft) Time (hr) Min (ft) Time (hr) Sub -Basin A 11.90 74.33 BASIN WATER BUDGETS (all units in acre -ft) 2.50 0.00 Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual Sub -Basin A 1.72 0.00 0.00 0.00 1.72 0.00 Barry University Student Housing Drainage Report March 2011 3 • • Moss and Associates 2101 North. Andrews Avenue • Suits 300 • Fort Lauderdale, Florida 33311 • • Attention: Mr. Brett Atkinson Vice President • • • Subject: 1 • • ...... ............................... • • • • • • • 40 • Gentlemen: Subsurface Study Report New Three Story Dormitory And At Grade Vehicle Parking Lots Barry University Miami Shores, Florida INTRODUCTION February 21,- 2.011 Project No.: FTL -11 -0704 (BG 41.1) FEB 2011 Dunkelberger Engineering & Testing, Inc. (Dunkelberger) has completed a subsurface study in connection with the new three story dormitory and grade level parking lots that are to be constructed at Barry University in Miami Shores, Florida. The new dormitory will be sited at the southeast corner of the intersection of N.E. 115' Street and N.W. 2nd Avenue. A new at grade vehicle: parking lot will be constructed north of the new dormitory while others will be built east and south of Benincasa. Hall. Consideration is also being given to constructing an at grade vehicle parking lot on the west side of N.W. 2 "d Avenue due south of an existing vehicle parking field. PROJECT CONSDIERATIONS • The project will involve the design and construction- of a three story, U- shaped dormitory with a typical floor area 0121,500 square feet. Construction of the dormitory will employ tilt up concrete panels for the • perimeter walls and a system of isolated columns. These components will carry hollow core floors with a two-inch thick concrete topping. We understand that the perimeter walls and interior columns of the • structure will impart maximum roads of 10 kips per foot and 450 kips to their foundations, respectively. • The at grade vehicle parking lots will be provided with a flexible pavement section. Stormwater runoff from the parking lots will require pretreatment to meet water quality standards. Exfiltration trenches will • be used for this purpose. • • • • i • • • SURFACE FEATURES OF THE SITE The site of the proposed dormitory is an undeveloped parcel of land that currently supports an asphalt concrete surfaced temporary parking lot and a number of portable classroom structures. Terrain throughout the parcel is comparatively level. The ground surface is mostly covered by maintained grass. The prospective parking lot located on the west side of N.W. 2"d Avenue is flat and featureless and is now State of Florida Board of Professional Engineers Authorization No. 6'870 Toil -Free: (877) 643 -6832 • • Barry University Page. 2 • Project No. FTL -11 -0704 (BO 41.1) February 21, 2011 • used for parking of student vehicles. It contains asphaltic concrete surfaced drive aisles and grass covered parking stalls. • • • • SUBSURFACE CONDITIONS • Subsurface conditions at the site were explored with seven 30 -foot deep engineering borings located as shown on Sheet 1. The borings were accomplished with a truck mounted Central Mine Equipment Model • 45 drill rig using mud rotary procedures. Samples of the in -place materials were recovered at frequent • vertical intervals using a standard split spoon driven with a 140- pound drop hammer falling through a • distance of 30 inches (the Standard Penetration Test after ASTM D 1557). Between samples, the borings were extended using a 2.625 -inch diameter tricone roller bit. A dense bentonite slurry was circulated in • the borings to remove drill cuttings and maintain sidewall stability. • Samples of the materials recovered from the borings were placed in moisture -proof containers and • transported to our laboratory. Upon receipt, the samples were visually examined and classified ...::using .... • Unified Soil Classification System nomenclature and geologic terminology as appropriate. Logs of the • borings and records of the Standard Penetration Tests are provided on Sheet 2. • The borings found the site to be mantled by several inches of organic fine sand (topsoil). The topsoil is • underlain by loose to locally medium dense fine sand with variable amounts of limestone and shell fragments that extends to depths of 7 to 10.5 feet below grade. Loose to very loose fine to medium sands • occur next in the profile and persist to 25.5 to 32.5 beneath the ground surface. Over the remaining • depths explored, the borings encountered a formation of weakly to moderately well cemented sandy • limestone. • • • • • Groundwater levels were measured in the boreholes upon completion of the drilling operations. The depths to the water table varied from 9.8 to 10.4 feet. Differences in the depth to the free water surface are attributed to varying ground surface elevations at the boring locations in as much as the phreatic surface across the site should be comparatively flat. A one to two foot rise in the water table surface is expected during the height of the wet hydroperiod when rainfall and recharge are at a maximum. HYDRAULIC CONDUCTIVITY EVALUATION • • • The tests were performed in six -inch diameter by 15 -foot deep boreholes whose sidewalis were stabilized • with a two -inch diameter Number 20 slot PVC well screen and 6/20 silica sand. Prior to testing, each 411 The was saturated for a period of four to five minutes using between 167 and 216 gallons of water. The permeability tests were then performed utilizing usual, open hole, constant head methodology. • Four borehole permeability tests were performed at the site t� evaluate the hydraulic conductivity of the near surface profile components. Locations of the tests are depicted on Sheet 1. • • • • • 9NKELRRRRER • Results of the tests are furnished on Sheets 3A through 3D along with pertinent stratigraphic, geometic and hydraulic conditions for each location. The hydraulic conductivity values range from a low of 0.69 x 10 -3 cubic feet per second per square foot (cfs/sf -ft) to a high of 1.74 x 104 (cfs /sf- -ft). Owing to the high permeability of the soils at test locations BHP -1 through BHP -3 and the short duration of the tests, we • • • • Barry University Project No FTL -11 -0704 (BG 41..1) • February 21, 2011 • • recommend that the hydraulic conductivity values from these three tests be reduced by 50 percent to account for a lack of flow equilibrium. The result of the test at location BHP-4 is considered • representative of the soil conditions existing there and need not be reduced. Page 3 • • • • • • • • • ............... • • • • • • • • • • • • • GEOTECHNICAL ENGINEERING EVALUATION Results of the study confirm that the site is generally suitable for the planned construction when viewed . from a geotechnical engineering perspective Owing to the low strength and high compressibility of the sandy profile components, support of the dormitory on spread footings without significant pre - treatment of the subsoils is not feasible. While both shallow and deep foundation options may be considered for the building, we believe that technical and cost factors will favor use of spread footings that rest on sandy soils improved using vibro - replacement (i.e. stone column methodology). Pre - treatment of the soils using vibro - replacement will allow the spread footings to be designed for an allowable bearing pressure of 10,000 pounds per square foot while assuring satisfactory total and differential settlement performance. Recommendations for site preparation, soil pre- treatment, foundation design and related aspects of the. project are furnished in the sections that follow. CLEARING, GRUBBING AND STRIPPING Surface vegetation should be cleared from all areas receiving fill, structures and paving and its root system grubbed from the soils. Clearing and grubbing should consist of the complete removal and disposal of timber, brush, stumps, roots, rubbish, debris and all other obstructions resting on or protruding through the surface of the existing ground and the surface of excavated areas. All roots greater than one inch in diameter, or high concentrations of smaller diameter roots exposed by clearing; grubbing and stripping, should be removed to a depth of not less than 12 inches. We expect the stripping depths across the site will be less than six inches. FILL CONSTRUCTION Fill required to bring the site to construction grades and to elevate the building pad should consist of • clean, granular materials that are free of debris, cinders, combustibles, roots, sod, wood, cellulose and • organic material. The fill should have not more than 10 percent passing the U.S. Standard No. 200 sieve • (dry weight basis) and have no particle size larger than 3 inches. The fill should be placed in 1 2-inch thick (maximum) loose lifts each of which is compacted to 95 percent of the ASTM D 1557 maximum dry • density. • VIBRO- REPLACEMENT • • The vibro - replacement should be accomplished with a 150- horsepower (minimum) vibroflot that has a • • • • KUNKEL KHKR centrifugal force of not less than 22 tons. Treatment of the profile components in the foundation areas • • • Barry University • Project No. FTL -1.1 -0704 (BG 41.1) • February 21, 2011 • Page 4 should extend from the footing bottoms to the surface of the limestone formation that the exploratory • borings encountered at 25,5 to 32.5 feet below grade. • • Add fill used in the compaction points should consist of crushed limestone. The crushed limestone should meet the gradational requirements established for Number 57 coarse aggregate within the Florida • Department of Transportation Standard Specifications for Road and Bridge C'onstruction. • Evaluation of the adequacy of the vibro- replacement work should be based on review of vibro- • replacement records that are maintained for each stone column during its installation. The records should • include such information as add fill quantity, vibroflot withdrawal rate and amperage buildup during add • fill compaction. In addition, the field quality assurance measures should include post vibro - replacement testing of the profile components using a static cone penetrometer equipped with a friction mantle (ASTM • D 3441). Specifications prepared for the project should require that the granular soils over the treated • interval afford a cone penetrometer tip resistance of not less than 120 tons per square foot when tested'. anywhere in the compaction pattern. • Vibro- replacement operations should be performed by an experienced ground improvement contractor using a plan that he/she prepares. The plan should utilize center- to-center spacings for the vibra • replacement points in the isolated footing areas that are normally used in granular soils to achieve 80 • percent relative density. A somewhat less intensive treatment pattern will be acceptable in the areas of • the wall footings which have a load of only 10 kips per foot. Before adoption, the ground modification • plan should be reviewed by the geotechnical engineer and structural engineer for conformance with the intent of the foundation design. • • FOUNDATION DESIGN AND CONSTRUCTION • • The major bearing walls and columns for the dormitory should be supported on spread footings that rest • on the vibro - replacement improved soils and are designed for a net allowable bearing pressure of 10,000 • pounds per square foot. To provide an adequate factor of safety against a shearing failure in the subsoils; • (1) all foundations should be based not less than 30 inches below the lowest adjacent grade and (2) isolated foundations should not be less than 5 feet wide. Since the wall footing loads will not exceed 10 • kips per foot, the minimum footing width for this loading condition should be 20 inches, which will result • in an imposed bearing pressure of 6,000 pounds per square foot. • The recommended bearing pressure refers to dead and normal live loads and reflects a net increase in • pressure over and above that due to the overburden soils. It may be increased by 25 percent for total • loads, including wind forces. • Foundations subjected to lateral forces will resist those forces through earth pressure mobilized on the • vertical faces of the footings located at right angles to the direction of fond application and shearing forces acting at the footing- subgrade interface. Earth pressure resistance may be determined using an equivalent • fluid pressure of 180 pounds per square foot per foot depth (psf /ft) for moist granular soils above the • water table. Base shearing resi stance may be computed using a coefficient of friction of 0.35. The design • of the footings against sliding should include a factor of safety of not less than 1.5. • • • • DIBIEELBERGES • • Barry University Project No FTL-11-0704 (BG 41.1) • February 21, 2011 • • Individual footing areas should be excavated, formed, and maintained in a dry condition until placement of the substructure concrete. The excavation bottoms should be tamped with a hand-held or walk-behind • compactor prior to placement of reinforcing steel. The compactive effort should achieve a relative • compaction of 95 percent (ASTM D 1557) for a minimum depth of 12 inches below the excavation Page 5 • bottom. • Foundations designed and constructed in the recommended manner are estimated to sustain a maximum • total settlement of somewhat less than one inch provided the wall and column loads for the structures do not exceed those presented earlier in the report. Differential settlements that occur between adjacent • foundations are not expected to exceed one-half inch. Angular distortions along wall footings due to • differential settlement should not be more than 1 in 1000. Because the subsurface materials at the site are • granular in texture, foundation settlements should occur as rapidly as the loads are applied and be nearly complete by the end of the construction period. • • • • • • • • • • • • • • • • • • • • • • • • • • • • GROUND FLOOR SLABS Slab-on-grade construction may be used for the ground floor of the building. The slab concrete should be cast upon granular engineered fill compacted to 95 percent of the ASTM D 1557 maximum dry density. Provisions should be made for the installation of an impervious membrane at the slab and subgrade soil interface to minimize the potential for slab moisture problems. Ordinarily, a 6-mil thick film of polyethylene is sufficient for most construction. However, floor coverings which are particularly sensitive to moisture flux may require a thicker membrane and/or one of different composition. PAVEMENT CONSIDERATIONS Conventional flexible (asphalt concrete surfaced) pavement sections can be used for the drive aisles and parking areas of the project The sections provided below are typically used in this geographic area for heavy and light duty pavements. Heavy Duty Pavement Component Thickness and Composition Wearing Course Base Course Subbase 1.5 inches structural asphaltic concrete 8 inches of crushed aggregate (LBR = 100 minimum) 12 inches of stabilized subgrade material (LBR = 40 minimum) Light Duty Pavement Component Thickness and Composition Wearing Course Base Course Subbase 1 inch structural asphaltic concrete 6 inches of crushed aggregate (LBR = 100 minimum) 12 inches of stabilized subgrade material (LBR = 40 minimum) DUNEELBER E • • • • Barry University Page 6 Project No. FTL-11-0704 (BG 41.1) • February 21, 2011 • • The sections given previously are intended as a guideline only as the pavements should be designed specifically for the vehicle load intensities and frequencies anticipated during the life of the project. • • Crushed aggregate for the base course should meet the requirements of Section 911 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. It should have • a Limerock Bearing Ratio (LBR) of at least 100 and be compacted to not less than 98 percent of the • Modified Proctor (AASHTO T-180) maximum dry density. Subbase materials should be clensified to an • equivalent relative compaction. Subgrade soils receiving flexible paving should be uniformly compacted to 95 percent of the maximum dry density (AASHTO T-180). • • • LIMITATIONS OF STUDY , • • Dunkelberger has completed a subsurface study for the new dormitory and parking areas to be constructed at Barry University in Miami Shores, Florida. The purpose of the study was to explore the • subsurface conditions of the site and provide geotechnical criteria for the design and construction of the • project components. Dunkelberger warrants that the recommendations and professional advice presented in this report were promulgated based upon recognized practice in the disciplines of soil mechanics, • foundation engineering, and engineering geology. No other warranties are expressed or implied. • • • • • • • • • • • • ID • • • ID • • • • • DUNK BERGER • oOo Dunkelberger appreciates the opportunity to assist you on this project. We trust that the information provided in the report is clear and understandable. Should it require any clarification or amplification, however, please contact Mr. Thomas J. Tepper, P.E. 954-730-9114. Very truly yours, DUNICELBERGER ENGINEERING & TESTING, INC. V. 1F Jaime Velez, P.E. Project Manager FL. Registration No. 66416 Attachments: Sheet 1 — Boring Location Plan Sheet 2 — Subsurface Profiles Sheet 3A — Field Permeability Test for BHP-1 Sheet 3B — Field Permeability Test for BHP-2 Sheet 3C — Field Permeability Test for BHP-3 Sheet 3D — Field Permeability Test for BHP-4 cc: Addressee (5) ... via email and U.S. Mail • • • • • • • • • • • • • • • • • • • • • • • • • • •' STANDARD PENETRATION. TEST BORING LOTION AND NUEI BOREHQLE PERIL EAEILJTY TES1 LOCATION.NUitBt E �OH/1 20 OH/ 0 LEGEND Dark gray organic fine SAND 03T) (Topsoil) Light brown to gray fine SAND with trace . toffs} me limestone and shell fragments (SP) Light brown, orange-brown and light: gray fine to . medium SAND, some lenses with trace silt (SP, SP-SM) Light brown to light gray sandy UMESTONE WOK' 18. - S Indicates the number of blows of a 140. pound hammer, freely failing a distance of inches, required to,drive a 2 -inch diameter sampler 12 :inches (ASTIIJI b 1586) Indicates the weight of the hammer advanced the sampler 18 inches Unified Soll Classification System Group Symbol (ASTM D. 2487) 1 (2 Standard Penetration Test (SPT) boring and number Depth of groundwater date measured • • • DUNKELBERGER • engineering & testing, inc. • • Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida • • • , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Depth feet 0.0 — 0-12 TEST NUMBER: BHP-1 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL-i 1-0704 Asphalt concrete Soil 1)escrlEtion 0.12 — 1.0 Brown aggregate base course 1.0 -,4.0 Brown fine to ntedium SAND, tract silt, s_om, o. grave.. I size 1inlestcte,.. fragments 4.0 — 15.0 Li t brown to 1i ,ht oran e brown fine to medi SAND, trace silt Water Table Depth: 9.2 feet below ground surface on 2/9/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 6-inch 0 15.0 0.0 15.0 Constant Head Falling Head Drop (Ft) Start Stop Volume Used (gallons) S art Stop 0 sec. 600 sec. 428.4 -- -- -- *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) 1.22 x 10-3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland Fort Lauderdale • Port St. Lucie • West Palm Beach Sheet 3A Sarasota DET 15 (ROC 05/13/2008) • DUNKELBERGER • engineering & testing, inc. • • Project Name: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Depth feet New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP-2 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE 1 0 — 2.0 Soil De•i tion Field Permeability Test Project No. FFL-11-0704 Brown fine SAND, some _ravel size limestone fra_tnents Light ..ray fine to medium SAND, trace silt brOWitithe40'. . • -.SAN.Drinte.e.4ilt--- ••-•"•"-- L'Iht oran e brown fine to medium SAND, trace silt 11.0-15.0 L. t brown fine to medium SAND, trace silt Water Table Depth: 8.4 feet below ground surface on 2/8/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 6-inch 0 15.0 0.0 15.0 *K, 1-Iydraulic Conductivity (CFS/F( - Ft Head) 1.74 x 10-3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland e Fort Lauderdale • Port St. Lucie • West Palm Beach Sheet 38 Sarasota DT 15 (Rev. 05/13/2008) Fallin Head Constant Ilead Sto Volume Used allons Start Sto Dro Ft 0 sec. 600 sec. 540 MEM *K, 1-Iydraulic Conductivity (CFS/F( - Ft Head) 1.74 x 10-3 *(Reference: Equations in SFWMD Permit Information Manual, Volume IV) Lakeland e Fort Lauderdale • Port St. Lucie • West Palm Beach Sheet 38 Sarasota DT 15 (Rev. 05/13/2008) • DUNKELBERGER • engineering & testing, inc. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Project Name: New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP-3 TEST LOCATION: See Boring Location Plan Depth feet 0.0 — 0.3 SUBSURFACE PROFILE Field Permeability Test Project No. FTL-11-0704 Soil Descri tion Dark brown organic fine SAND 0.3 — 0.7 Brown fine to medium SAND, trace silt, some gravel size limestone fragments 0.7 — 1.5 Gray fine to medium SAND, trace silt 6.0 — 7.7 7.7 — 15.0 Light brown and brown fine SAND, trace silt Li ht brown fine to medium SAND, sorne ravel size limestone fra gments Li t brown and orange brown fine to medium SAND, trace silt Water Table Depth: 9.7 feet below ground surface on 2/9/2011 Constant Head Maintained at: 1.7 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 6-inch 0 15.0 0.0 15.0 Constant Head igjrn m Head Start Stop Volume Used (gallons) Start Stop Drop (Ft) 0 sec. 600 sec. 416 -- — *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) 0.99 x *(Reference: Equations in SFWMD Permit Information Manuai, Volume IV) Sheet 3C Lakeland • Fort Lauderdale • Port St. Lucie • West Palm Beach • Sarasota DET 15 (Rev. 05/1312008) • • • DUNKELBERGER • engineering & testing, inc. • • Project Name: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • New Three Story Dormitory and At Grade Parking Lots Barry University Miami Shores, Florida TEST NUMBER: BHP-4 TEST LOCATION: See Boring Location Plan SUBSURFACE PROFILE Field Permeability Test Project No. FTL-11-0704 Depth (feet) Soil Description 0.0. — 0.5 Dark brown or amc fine SAND .5 — 1.5 Light brown fine to medium SAND, trace silt 1.5 — 8.0 Brown fine to medium SAND and gravel size limestone fragments - • • . 8.0 — 10.0 Light brown and orange brown fine to medium SAND, trace silt 10.0— 15.0 Light orange brown fine to medium SAND, trace silt Water Table Depth: 11.2 feet below ground surface on 2/9/2011 Constant Head Maintained at: 2 feet below ground surface PERMEABILITY RESULTS Uncased (U) or Cased (C): Casing Depth (ft): Casing Stick-up (ft): Perforated length (ft): C 6-inch 0 15.0 0.0 15.0 Constant Head ; Fa llinl Head Drop Ft l) Start Stop Volume Used (gallons) Start Stop 0 sec. 900 sec. 570.3 -- -- — *K, Hydraulic Conductivity (CFS/Ft2 - Ft Head) 0.69 x 10-3 *(Reference: Equations in SFWMD Pe it Information Manual, Volume IV) Lakeland s Fort Lauderdale Port St. Lucie • West Palm Beach Sheet 3D • Sarasota DET IS (Rev. 05/13/2008)