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APP 012-08 (Large Plans in File)
r�, TOWN OF GULF STREAM ARCHITECTURAL REVIEW AND PLANNING REPORT Application #: 012 -08 Owner: Thomas & Kirsten Stanley Address: 3524 Oleander Way Agent: Roger Cope, Cope Architects Proposed Improvement: Partial demolition and additions to an existing 1 -story single family historic Polo Cottage. Approvals Requested: Special Exception: To permit air conditioning equipment to encroach approximately 2' into the South side setback. Demolition: To remove a portion of existing West wing and the existing one car garage. Level III Architectural/Site Plan: To permit demolition of a portion of the West wing and existing one car garage, the addition of a two car garage and expansion of the West wing, a total of 1,492 SF to the existing 1 -story, single family historic Polo Cottage, and to permit an encroachment of approximately 2' into the South side setback to accommodate air conditioning equipment. Gross Lot Size: 18,816 SF Effective Lot Area: 18,816 SF Proposed Total Floor Area: 3,015 SF Allowable: 6,209 SF Zoning District: RS -C Considered During Review: Section 70 -74 Setbacks. Height: 14' Section 70 -75 Special Exception setbacks. Section 70 -77 First floor elevation. Section 70 -99 Roof design, slope and materials. Section 70 -100 Roof and eave heights. Section 70 -187 Table of District Standards. Substantial Improvement Review. The existing home is below the 7' elevation required by the Flood Insurance Rate Map for this area. As such, the home may not be improved in excess of 50% of the existing home's value. The property owner has submitted documentation indicating that the threshold has not been exceeded. Recommendations: Motion to recommend approval of a special exception to permit air conditiong equipment to encroach approximately 2' into South side setback. Architectural Review and Planning Board Page 2 ARPB File #012 -08 July 26, 2012; TC August 10, 2012 Motion to recommend approval of a demolition permit to remove a portion of an existing West wing and the existing one car garage. Motion to recommend approval of a Level III Architectural /Site Plan based on a finding that the proposed demolition of a portion of the West wing and existing one car garage, the addition of a two car garage and expansion of the West wing, a total of 1,492 SF to the existing 1 -story, single family historic Polo Cottage, and to permit an encroachment of approximately 2' into the South side setback to accommodate air conditioning equipment meet the minimum intent of the Design Manual and applicable review standards. ARPB Date: July 26, 2012 Action: Special Exception: Recommend approval as requested. (4-0) Action: Demolition (Recommend approval as requested. (4-0) Action: Level 3 Architectural /Site Plan Review: Recommend approval as requested. (4-0) Town Commission Date: August 10, 2012 Action: Special Exception: Approved as recommended. (4-0) Action: Special Exception: Approved as recommended. (4-0) Action: Level 3 Architectural /Site Plan Review: Approved as recommended. (4-0) Town of� Gulf Stream TOWN OF GULF STREAM k�P�JU� S oRECEIVCUa JUL 0 9 2012 % as of W Stream, FL APPLICATION FOR DEVELOPMENT APPROVAL This form Is to be used for all development review applications to be heard by the Town of Gulf Stream Architectural Review and Planning Board, Board of Adjustment, and /or Town Commission. To complete the form properly, please review the accompanying Town of Gulf Stream Instruction Manual for Application for Development Review Form. Failure to complete this form properly will delay its consideration. To be completed by all applicants. A. Project Information PART 11. GENERAL INFORMATION ARPB File #Ji-7�8— IA-1. Project/Owner Name: Historic Polo CottagefThomas M. Stanley and Kirsten B. Stanley I.A.2. Project Address: 3524 Oleander Way, Gulf Stream, FL I.A.3. Project Property Legal Description: _ Lot 57, Gulf Stream Properties No. 2, Plat Book 18, Page 42, together with that portion of the South half of the right -of -way known as Pandanus Road, lying North of adjacent lot 57. I.AA. Project Description (describe in detail, Including # ofstades, etc.) New single story west wing - 795 sq /ft (consisting of kitchen, laundry room, third bedroom —and bath; New single story detached garage - 697 sq /ft I.A.5. Square Footage of New Structure or Addition: See above. Architectural Style: _ Cape Cod - cottage 1.A.6. Check all that apply: o Architectural /Site Plan Review ❑ Land Clearing D North Ocean Boulevard Overlay (complete section B) p Demolition of Structures ❑ Non - residential uses ❑ Variance (complete section G) )2r Special Exception (complete section E) 1.A.7. (a) Proposed F.F.E.: 6.5' _ auger pilings Type of Foundation: _ B. Owner Information I.B.I. Owner Address: 3524 Oleander Way, Gulf Stream, FL I.13.2. Owner Phone Number. 561276-6363 ext 102; fax - 561 - 276 -8881; email: tompmacmillanstanle .com 1.8.3. Owner Slonalure- --�� C. Agent Information I.C.1. Agent Name and Firm Name: F6o . ope Architects I.C.2. Agent Address: 114 % NE 4'h Avenue, Delray Beach, FL 33444 I.C.3. Agent Phone Number: (o) 561 - 789 -3791 I.C.4. Pre -App Date: App Date: Com Date: Decision: Utficial Use Only ARPB Dale: Recommendation: _ TC Dale: `L )z- Application for Development Approval Form ADA.2000 revised 6 /13/00 Fax Page 2 of Gulf Stream PART III. PROJECT DESCRIPTION AND JUSTIFICATION To be completed by all applicants after pre - application conference with Town Staff. Please be concise but brief. Attach additional sheets only when necessary and be sure to include the appropriate and complete question number for each response. A. Project Description and Justification III.A.1. In what zoning district is the project site located? RS - Gulf Stream Core - Polo Cottages III.A.2. Is the project compatible with the intent of the zoning district? Jj Yes O No Explain._This is a renovation in keeping with the historic architectural style, size and scale of the existing polo cottage to create a single family residence that may be used by a- family with children. III.A.3. Is the project consistent with the Future Land Use Map and goals, objectives and policies of the Comprehensive Plan? FYes ❑ No Explain._ This is a renovation to preserve the polo cottage as a single family residence now and into the future. The project is not contrary to FLUM and the comprehensive plan. III.A.4. How are Ingress and egress to the property to be provided? The ingress and egress to the property shall remain the same as currently exists. — However, the rear drive to the new detached garage will be wider to accommodate the two car garage (whereas currently there is a one car garage). IILA 5. How are the following utilities to be provided to the�property? a. Stonnwater Drainage dd Q b. Sanitary Sewer c. Potable Water — d. Irrigation Water e. Eleclrictty A ..., 0- h. III.A.6. If the V p Project involves the erection of one or more structures, lease describe how the structures are consistent with the criteria In Section 66 -144 of the Town of Gulf Stream Code. (Attach additional sheet if necessary.) The proposed detached garage complies with Section 66 -144. It is the same as the existing garage except that the proposed garage is a two car garage instead of a one car garage. The materials and elevations mimic the existing structures. PART IV. ADDITIONAL INFORMATION Section A Is to be completed by all applicants after pre- application conference with Town staff. Answering "Yes "to any question in Section A requires the completion of additional Sections as indicated. A. Additional Approvals /Requirements IVA.1. Does the project Involve land area within fifty feet (50') of the A1A (North Ocean Boulevard) right -of- way? ❑ Yes (r7 No (If "Yes ", section B of this part must be completed.) IV.A.2. Does the project involve the demolition of one or more structures? S Yes ❑ No (If "Yes ", section C of this part must be completed.) IV.A.3. Does the project Involve the clearing or filling of any portion of an existing vacant lot or more than fifty percent (50 %) of the landscaped area of a developed lot? ❑ Yes m No (If "Yes ", section D of this part must be completed.) IV.A.5. Does the project require approval of a Special Exception? R Yes ❑ No (If "Yes ", section E of this part must be completed.) IV.A.6. Is the project at variance with any regulations contained in the Zoning Code? ❑ Yes MNo (If' Yes ", section G of this part must be completed.) Application for Development Approval Form ADA.32000 Page 3 Town bf Gulf Stream B. Projects Requiring North Ocean Boulevard Overlay Permit IV.B.1. What significant landscape features or architectural features are to be disturbed or added and to what extent? The architectural features will remain the same as the existing home. The detached two- garage will be larger than the existing one car garage. The landscape features will remain similar from the street except for the addition of Clusia trees to soften the rear elevations from Gulf Stream Road. The ficus hedge along west boundary of property and Gulf Stream Road will remain. IV.B.2. Describe the need and justification for the disturbance /addition: The existing one car garage floods and has exceeded its useful life. The new construction of the West Wing is to make the house functional for a family with a third bedroom, bath, and laundry room contiguous to the existing main house. IV.B.3. Will the disturbance /addition destroy or seriously impair visual relationships among buildings, landscape features and open space, or introduce incompatible landscape features or plant material that destroys or Impairs significant views or vistas within the North Ocean Boulevard Overlay District? Yes No Explain: _ IV.B.4. How is the design consistent with the AM Landscape Enhancement Project? IV.13.5. What miligation is proposed so that the disturbance /addition has the least impact possible to the visual and aesthetic quality of the North Ocean Boulevard Overlay District: C. Projects Requiring a Demolition Permit W.C.I. When are the existing structures to be demolished? As part of the construction project _Fall - 2012 — IV.C.2. When are the proposed structures to be constructed? Immediately after the demolition - -Fall 2012 IV.C.3. What is the landmark status of the structures to be demolished? The structures are not land marked. D. Projects Requiring a Land Clearing Permit IV.D.1. Describe those vegetative materials of 8 inches in diameter and greater to be North Ocean Boulevard Overlay District: IV.D.2. Describe the need and justification for the removal /relocation: IV.D.3. How is the removal from the project site of vegetation to be mitigated: MCA. How are the remaining and relocated vegetative materials to be protected and preserved during the land clearing and constriction activities and thereafter? IV.D.5. What replacement materials are proposed? Application for Development Approval, Form ADA.32000 Page February 2002 E• Projects Requiring a Special Exception. IV.E.1. Is the proposed use a permitted special exception use? �3 Yes D No Code Section: _ IV.E.2. How is the use 70 -75 welfare, and designed, placated and proposed to be operated so that the morals will be Protected? public heaim, safety, ,This special exception is the locate the HVAC (mechanical equipment) in the South Setback (on the south side of new proposed garage. The equipment .should be located away from the outdoor patio areas of the home. 'V-E-3. Will the use cause substantial injury to the value or other property in the neighborhood where it is to be located? [] yes D No Explain. —No, the location of the HVAC unit will not insure other property in the neighborhood. The neighbor to the south has HVAC equipment next to the property line in the setback as well. IV,E.4. How will the use be compatible with a Is to be located? djoining development and the character of the District where it The use is singly family residential. The HVAC unit will conform to the standards in Section 70 -75. IV-E-5. What landscaping and screening are provided? There is existing landscaping along the south boundary line - including Eureka Palms. Per the landscape plan, a Clusia hedge will be added as well to create a buffer. IV-E-6. Does the use conform with all applicable regu located? p Yes 13 No lations governing the District wherein it is to be Explain._ special exception is necessary to keep the patio and open space of the home functional and to accommodate the design of the detached garage (which is in keeping with the historic character of the home). F. Non - Residential Projects and Residential Projects of Greater than 2 Units IV.F.1. If common area facilities are to be provided, describe them and how they are to be maintained. IV.F.2. If recreation facilities are to be provided, describe them and their potential impacts on surrounding Properties. IV.F,3. For each of the following, list the number provided and their dimensions. Loading Spaces: Standard Parking Spaces: Small Car Parking Spaces: Handicapped Parking Spaces: Application for Development Approval Form ADA.32000 Page 5 uwn or Liulf Stream H. Projects Requiring Rezoning 'V-H-1- What Is the Future Land Use designation of the project site? IV.H.2. If the project involves a rezoning, Zoning Code text change, Future Land Use Ma Comprehensive Plan text change, or any combination thereof, please describe the need and justification for the request, p change, PART V. OPTIONAL INFORMATION This entire Part is optional for all applicants. Applicants are encouraged, but not required, to provide any additional relevant information regarding the project that was not covered elsewhere on this form or on any of the other materials submitted with the application. —The proposed project includes the demolition of the existing west wing containing the existing kitchen, laundry room and third bedroom and bath. This addition was completed well after the 1927 construction of the main house. The construction is substandard and in need of an upgrade. The — purpose of this construction is to update this portion of the home and create a fully functional three_ bedroom and three bath home for family use. It is further designed to incorporate the existing pool —into the home. The existing one car garage is small and in disrepair. The new garage will provide adequate room _for cars, storage, and additional laundry facilities. The garage remains detached to be in keeping_ with the historic architectural style of the home. The garage and addition will have hurricane impact windows and doors. The siding will be_ hardiplank siding to withstand the elements. The roof will be gray asphalt shingle - which is what currently exists. The new roof will have more _ dimension than the existing shingle roof. Samples will be provided for staff review and approval. Application for Development Approval Form ADA.2000 revised 610/00 Page 7 N O N j JJ J J Y J J ¢ Q � LL LL W N N N Z O a N N N N > w V U {LI J C MR r z r z z r L v > O Q K J o d d l n LL z 0 o a N N o f L O N�N ^ U Y 0 yMy l(1 C N Y N WW ypyp�1 u N O N UU11 h, C tp Y N U d p p, 3ce d O r� ^ d r J J J J 2 0¢ 0 0� tz N N N Q d o i Z N O 6 O d O d 0 N S°o,00 go ,o °OSSO °o o °o � 3: 0 cli w N° m m v S n o o S °° m S S S w ifjt � "j'� e .� 0 1 N 7 O W ro m LO S °m n S n l7 0 ¢ Z N ~ l.7 z U l.O W O Z Ud 3 m LLZ. .O 3 a z 3 8 o Z m 0 3 b N 0 0 .6 o a °� OF M HF V = vt N 0 w 0 ¢> r 9 L j JJ J J Y J J ¢ Q � LL LL W N N N Z O a N N N N R MR r z r z d r z r L v L O N�N ^ U Y i! C A N yMy l(1 C N Y N WW ypyp�1 u N O N UU11 h, C tp Y N U d p p, d O r� R a T S°o,00 go ,o °OSSO °o o °o cli w N° m m v S o o S °° m S S S " m m S S e .� S °m n S n N Ul O t•1 N m � m m .-1 I� � m f�l .� n S n O b' n C; O O W M tl♦• �' M W M M W x °c VY W tl! HY �j W tlF M tlF M W d Oi g OF M HF V a b m ¢> r 9 L d a 0 L a I N N v n O n u n vii z m d m m O Y 2: < m Vl 3 ce n aa n d ~ Q 6 w O U N lJ Q is W W O G = wm K UU VI W Ggl d }O 0 > m za z } r N J y QQ ° O m Q N m LLLL J S Ill m m W d d m 0 0 m D > N l7 O NOTICE OF APPLICATION FOR DEVELOPMENT APPROVAL NOTICE IS HEREBY GIVEN that the Architectural Review and Planning Board of the Town of Gulf Stream will hold a Public Hearing on Thursday, July 26, 2012 at 8:30 A.M., and the Town Commission will hold a Public Hearing on Friday, August 10, 2012 at 9:00 A.M., both in the Commission Chambers of the Town Hall, 100 Sea Road, Gulf Stream, Florida, at which the following will be considered: An application submitted by Roger Cope of Cope Architects as agent for Thomas & Kirsten Stanley, owners of property located at 3524 Oleander Way, Gulf Stream, Florida, legally described as Lot 57,Gulf Stream Properties No. 2 together with that portion of the South half of the right -of -way known as Pandanus Road lying North of adjacent Lot 57, Gulf Stream, Florida, for the following: SPECIAL EXCEPTION to permit air conditioning equipment to encroach approximately 2' into South side setback. DEMOLITION PERMIT to remove a portion of existing West wing and the existing one car garage. LEVEL 3 ARCHITECTURAL /SITE PLAN REVIEW to permit demolition of a portion of the West wing and existing one car garage, the addition of a two car garage and expansion of the West wing, a total of 1,492 sq. ft. to the existing 1- story, single family historic Polo Cottage, and to permit an encroachment of approximately 2' into the South side setback to accommodate air conditioning equipment. The Architectural Review and Planning Board shall make a recommendation to the Town Commission, and the Town Commission shall make a final decision regarding the subject application at the meetings noticed above. These meetings may be adjourned from time to time and place to place as may be necessary to hear all parties and evidence. The complete application materials are on file in the Office of the Town Clerk located at 100 Sea Road, Gulf Stream, Florida 33483, and may be reviewed during regular business hours, which generally include non - holiday weekdays from 9:00 A.M. to 4:00 P.M. ALL PARTIES INTERESTED IN THESE MATTERS may appear before the Architectural Review and Planning Board and the Town Commission of the Town of Gulf Stream at the times and place aforesaid and be heard. SHOULD ANY INTERESTED PARTY SEEK TO APPEAL ANY DECISION MADE BY THE ARCHITECTURAL REVIEW AND PLANNING BOARD OR THE TOWN COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THESE PUBLIC HEARINGS, SAID PARTY WILL NEED A RECORD OF THE PROCEEDINGS, AND FOR SUCH PURPOSE, MAY NEED TO INSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. 286.0105, F.S.S. Dated: July 15, 2012 TOWN OF GULF STREAM, FLORIDA ?/-,A � " )- Rita L. Taylor, TcWvn Clerk To be completed by Town Slaff duri g pr A. Review and Approval Processes 5� TION REQUIREMENTS ❑ 1. N. Ocean Overlay Permit CI 2. Land Clearing Permit U 3. Annexation Review Subdivision Review 4. Comprehensive Plan Text Amendment Review u❑ < 5. Demolition Permit ❑ 6. Future Land Use Map Change Review ❑ 7. Administrative Appeal ❑ 6. Zoning code Text Amendment Review B. Application Materials conference. ❑ 9. Sign Review 10. Site Plan Review, Level III ❑ 11. Site Plan Revision A 12. Special Exception Review ❑ 13. Subdivision Review ❑ 14. Variance Review ❑ 15. Rezoning Review ❑ 16. (Other) F R OF ES RED APPLICATION MATERIAL 1 1. Completed Development Application 1 � 2, Feeo D + *Od + S 7_ 17 3. General Location Map (on site Plan) 7- 17 4. Site Plan (2 full size, 15 reduced to 11x 17') 7- 17 5. Building Elevations (2 full size, 15 reduced') 7 -9 17 6. Floor Plans (2 full size, 15 reduced') 7- q - ( 17 7. Roof Plans (2 full size, 15 reduced') 6. Perspective and /or Color rendering (Recommended for meeting) 1 9. Drainage Plan (if altered) 17 10. Landscape Plan (2 full size, 15 reduced') % 11. Septic Tank Permit N 12. DOT Driveway Permit (if on Al A, for any alterations to drive) IV 13. DOT Landscape Permit (A1A) 17 14. Survey (11" x 17 ") 7-c/ r 15. Subdivision Plat y 16. Concurrency Documents 1 17. Proof of Ownership (warranty deed) 7- 9 1 16. Agent Affidavit 7- 5 19. List of djacent Proper ners 7 7 Envelopes 20. Proper) owners withit 25' 00' (stamped addressed envelopes, o return address) 7- 1 21. Properly Owners Affidavit 7- 9 1 Set 1 22. Pholos of Existing Home (if applicable) 1 �D 23. Construction Traffic Management Ian W 24. '�� ✓ 2 Ivv I r: vvnere multiple copies or a arawmg are required, two copies shall be an original full size (24" x 36 ") drawing which is signed and sealed. All other copies shall be reduced to 111r x 17 ". Please refer to the instruction for more detailed information. Application for Development Approval, Form ADA.32000 Novem 2001 -F� -mft FF v-i4 / --1 Page 1 TOWN OF GULF STREAM SITE DATA TABLE Gross Lot Area 18,816.066 Effective Lot Area FAR Calculations EXISTING I DEMO NEW NET 1" Floor Living 2,043 520 795 275 Ceilings over 15' (double) 2n° Floor Living V Floor Covered (porches, overhangs > 2 %) 2"" Floor Covered Awnings > 3' and screen enclosure at 5051o) Garage 226 226 697 471 Gross Floor Area 2,269 746 1,492 746 Out Buildings Total Floor Area Proposed 3,015 746 First 20,000 X.33 Over 20,000 X.20 Total Allowable FAR Per Manual 6,209.49 Total Hardscape Area 3,178.00 Required Landscape Area ([at size x 40 %) 7,526.42 Actual % Landscape Open Space Area 12,233 Deputy/Constitems /S itedala /11 /01 *RECEIVED* JUL p g = Town of Gulf Stream, FL 2- I 677 ;0 /�r— 012 -0s I U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660 -0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number A2. Building Street Address (induding Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 3524 OLEANDER WAY City GULF STREAM Stale FL ZIP Code 33483 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 57, GULF STREAM PROPERTIES NO. 2 (PLAT BOOK 18, PAGE 42) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc) RESIDENTIAL A5. Latitude/Longitude: Lat. 26 °29'52 "N Long. 80°03'16"W Horizontal Datum: ❑ MAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) WA sq It a) Square footage of attached garage WA sq R b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings In the attached garage enclosure(s) within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b WA sq in d) Engineered flood openings? ❑ Yes E No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B7. NFIP Community Name & Community Number B2. County Name B3. Stale TOWN OF GULF STREAM 125109 1 PALM BEACH I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevalion(s) (Zone 125109 0001 D Date Effectivelftevised Date Zone(s) AO, use base flood depth) g) Highest adjacent (finished) grade next to building (HAG) 4.7 9/30182 9!30/82 A5 7 B1U. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile (D FIRM ❑ Community Determined ❑ Other (Describe) _ 811. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date _ ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, VI -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1 -A30, ARIAH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item AT Use the same datum as the BEE. Benchmark Utilized PALM BEACH COUNTY Vertical Datum 1929 Conversion/Comments WA a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 5.1 b) Top of the next higher floor 6,2 c) Bottom of the lowest horizontal structural member (V Zones only) N /A._ d) Attached garage (top of slab) N /A. e) Lowest elevation of machinery or equipment servicing the building NA._ (Describe type of equipment and location in Comments) ❑ meters (Puerto Rico only) 0 Lowest adjacent (finished) grade next to building (LAG) 4.0 g) Highest adjacent (finished) grade next to building (HAG) 4.7 h) Lowest adjacent grade at lowest elevation of deck or stairs, including N /A._ Check the measurement used. IR feel ❑ meters (Puerto Rico only) 13 feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION I his certification is to be signed and sealed by a land surveyor, engineer, or architect authorized bylaw to certify elevation information. I certify that the informafion on this Certirrc to represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided an bark of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No Certrfier's Name PAUL D. ENGLE License Number 5708 Title SURVEYOR & MAPPER Company Name O'BRIEN, SUUER & O'BRIEN, INC. Address 955 N.W. 17TH AVENUE City DELRAY BEACH State FL ZIP Code 33445 FEMA Form 81 -31, Mar 09 See reverse side for continuation. DATE: 06/30/10 2 PAUL D. ENGL SURVEYOR& PER #5708 Replaces all previous editions IMPORTANT: In these spaces, copy the i_ , esponding information from Section A For Insurance Company Use: Building Street Address (including Apt-, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No, Policy Number 3524 OLEANDER WA City GULF STREAM State FL ZIP Code 33483 Comoanv NAIC Numher ENGINEER, OR Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments DETACHED GARAGE FLOOR ELEVATION IS +4.0 FEET WITH A LOWEST ADJACENT IS +3.8 FEET AND A HIGHEST ADJACENT GRADE OF +4.2 FEET. MAIN RESIDENCE HAS OPENINGS BELOW EXISTING FLOOR. OPENINGS APPEAR TO BE AIR VENTS AND NOT FLOOD OPENINGS. THE3PflCE UNDER IXISTINfj FLOOR IS NOT ACCESSIBLE, I.E. NOT A CRAWL SPACE. ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Hems El -E5. If the Certificate is intended to support a LOMA or LOMR -F request. complete Sections A, B, and C. For Items Et-E4, use natural grade, 'd available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is N/A ._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is N /A. ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8 -9 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is WA._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (lop of slab) is N /A._ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building Is N /A._ ❑ feel ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zane AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone comments D Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) — --- ..-' -- -' •.........•. — ,,,o wnnumoq a u�p,am managani erolnance can compere becuons A, ti, G (or E), and G of this Elevation Certificate. Complete the applicable kem(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and dale of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Pemit Issued 66. Date Certificate Of CompliancefOccupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: _ _ ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone LJ Check here H attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Carol MacMillan Stanley` Thomas M. Stanley Board Certified by Florida Bar In Wills, Trusts and Estates. Real Estate Law Offices MacMillan & Stanley, PLLC 29 Northeast Fourth Avenue Delray Beach, Florida 33483 Telephone (561) 276 -6363 Facsimile (561) 276 -8881 macmillanstanley.com July 9, 2012 012 -0$ Neil E. MacMillan (1918 - 1996) ©RECEIVI o Town of Gulf Stream JUL 0 9 2W Att: Town Manager i „- 100 Sea Road Gulf Stream, FL 33483 Re: Stanley Project - 3524 Oleander Way, Gulf Stream, FL Special Exception and Driveway Removal /Repair Agreement Dear Mr. Thrasher: This project includes a special exception request to locate mechanical equipment in the side setback area (on the south side of the property next to the new proposed detached garage). The applicantwill provide existing site pictures forthe special exception upon request. The neighbor to the south side of the applicant's property has mechanical equipment located on or near the property line as well. The applicant's mechanical equipment is located away from the neighboring property's pool /patio area. In regard to this application, the applicant will be installing a new rear driveway (which will be wider) to accommodate the proposed detached two car garage. The driveway apron will extend to Gulf Stream Road. The driveway will consist of a base and then pea gravel. Applicant agrees that any apron installed to contain pea gravel driveway will be removed and /or repaired due to any public works project in the right -of -way per agreement with the Town. TMS /smt Yours very truly, MacMillan & Sta Serving Delray Since 1946 PLLC �� l l ��, - w �� v �� ����. . -TAP e-T A-0 I IA n I -tm W. v 6 a 1. Nk It! 4 49 .X4 1.14, .1 L X a. i� X95. '- � i `/mss "� rLL - � __ — ti • p� ��� -m • ��� i \_ _ � - - - \� �, �' , _ f� , '�� 'I � � " i i- f �� �lw,. � ,�•.�. ; .� r•�e.. .. ie .,.:. �`' '�• +- ' .� :c— �r � ;ern_ „: »- ��, t � ';,', ;, �, , 'ti, '. �Bli! \\ .�` m 1 _ Illllillllll! i 0 k-95 I ip *9 -1 IW5� �% - . . : b A T - 7 c a t 0 4 . 1, At r3l 14 live U—P Ali12k wk - ",7 Ikk - ",7 I �J1f�l� TJJ f�lll���:i���/ :ai ll�i 9 I lk 16 I 6mi &73 ��w M ' ��Y p p s I f f 9 4 f o w n y v 1�1 s. F. f,. Gary R. Nlkolds, CFA Location. Downtown Service Center Palm Beach County a re av w ee rxo Key Property Appraiser Feat Map Scale Selected Parcels 0100 -300 M 500 Notes: 0 Others 0 200 - 400 Prodcued on: M112012 0080 ORECEIV . JUL 0 9 2 12 i ✓ ::S �i iC3f $1 p9_ r rL 13 c m CO V- 00 'a 0020 0] p a 13 03 a m M U O Z �Fb 0020 57 56 T tU to N N 0 53 54 55 Banyan Rd Gary R. Nlkolds, CFA Location. Downtown Service Center Palm Beach County a re av w ee rxo Key Property Appraiser Feat Map Scale Selected Parcels 0100 -300 M 500 Notes: 0 Others 0 200 - 400 Prodcued on: M112012 Transmission Report Date /Time 08 -11 -2012 12:32:41 p.m. Transmit Header Text Local ID 1 561- 737 -0188 Local Name 1 Llne 1 This document: Confirmed (reduced sample and details below) Document size : 8.5 "x11" TOWN OF GULF PALM BEACH COUNT f:OYAXsoms Y.TtLWJf. WN.JX.Y,ry JOAYxmtlMei,YLiwm elanamnme M. cAXUYrauw YMFLJ.A16469X August 10, 2012 Mr. & Mrs. Thomas Stanley 3524 Oleander Way Gulf Stream, FL 33483 ➢ear Mr. & Mrs. Stanley: tf6'� , 1 PwW:' Fes Note 7 7671 _ _ (/ To O h hu Twro,m, Set F F. This is to confirm that at the Public Hearing held by the Town Commission on August 10, 2012, your application for a Level 3 Architectural /Site Plan Review to permit renovation, that being demolition of a portion of the west wing and existing one car garage, the addition of a two car garage and expansion of the west wing, a total of 1,492 square feet to the existing 1 story single family historic Polo Cottage, and to permit an encroachment of approximately 2' into the south side setback to accommodate air conditioning equipment at the above address was considered. The entire application was approved as requested and recommended by the Architectural Review and Planning Board. This approval shall expire on August 10, 2013 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, IPAA e. Rita L. Tay or � Town Clerk cc: Roger Cope, Architect 100 SEA ROAD, GULF STREAM, FLORIDA 33483 Total Paces Scanned: 1 Total Paces Conflrmed:1 No. Job Remote Station Start Tlme Duratlan Pages Line Mode Jab Type Results 001 445 2746707 12:32:01 p.m. 08 -11 -2012 00:00:15 1/1 11 JEC IHS ICP24000 Abbreviations: HS: Host send PL: Polled local MP: Mailbox print CP: Completed TS: Terminated by system HR: Host receive PR: Polled remote RP: Report FA: Fall G3: Group 3 WS: Waiting send MS: Mailbox save FF: Fax Forward TU: Terminated by user EC: Error Correct Abbreviations: HS: Host send PL: Polled local MP: Mailbox print CP: Completed TS: Terminated by system HR: Host receive PR: Polled remote RP: Report FA: Fall G3: Group 3 WS: Waiting send MS: Mailbox save FF: Fax Forward TU: Terminated by user EC: Error Correct TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA ' WM'11611904 i WILLIAM F. KOCH, JR. Mayor JOAN K ORTHWEIN, Vice Mayor FRED B. DEVITT III W. GARRETT DERING MURIEL J. ANDERSON August 10, 2012 Mr. & Mrs. Thomas Stanley 3524 Oleander Way Gulf Stream, FL 33483 Dear Mr. & Mrs. Stanley: Telephone (561) 275 -5116 Fez (561) 737.0188 Town Manager WILLIAM H. THRASHER Town Clerk RITA L. TAYLOR This is to confirm that at the Public Hearing held by the Town Commission on August 10, 2012, your application for a Level 3 Architectural /Site Plan Review to permit renovation, that being demolition of a portion of the west wing and existing one car garage, the addition of a two car garage and expension of the west wing, a total of 1,492 square feet to the existing 1 story single family historic Polo Cottage, and to permit an encroachment of approximately 21 into the south side setback to accommodate air conditioning equipment at the above address was considered. The entire application was approved as requested and recommended by the Architectural Review and Planning Board. This approval shall expire on August 10, 2013 if a Building Permit Application, including the aforementioned improvements, has not been applied for. Very truly yours, ?4�A- Rita L. Taylor Town Clerk cc: Roger Cope, Architect i 100 SEA ROAD, GULF STREAM, FLORIDA 33483 I TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. KOCH, JR. Mayor JOAN K. ORTHWEIN, Vice Mayor FRED 6. DEVITT III CHRIS 0. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA COUNTY OF PALM BEACH TOWN OF GULF STREAM Telephone (561) 276.5116 Fax (561) 737 -0166 Town Manager WILLIAM H.THRASHER Town Clerk RITA L TAYLOR ORECEIVEDe JUL 0 9 2012 %,:n of Gc!f Stream, FL BEFORE ME THIS DAY PERSONALLY APPEARED , WHO BEING DULY SWORN, DEPOSES AND SAYS THAT THE ACCOMPANYING LIST OF PROPERTY OWNERS, MAILING AD 2ESSES AND LEGAL DESCRIPTIONS OF ALL PROPERTY (circle one): (1) ithin 25 feet, *(for N. Ocean Overlay, Demolition, Land Clearing, Signs and Site Plan Review within 300 feet, *(for Variances or Appeals) (3 ) adjacent to *(for Special Exceptions) T ELOW DESCRIBED PARCEL OF LAND IS, TO THE BEST OF HIS KNOWLEDGE, COMPLETE AND ACCURATE AS RECORDED IN THE LATEST OFFICIAL TAX ROLLS IN THE PALM BEACH COUNTY COURTHOUSE. *street and waterways are excluded from this distance THE SUBJECT PROPERT IS NOT Y UBLIC) MY COMMISSION EXPIRES: Deputy/forms /co ns U 10/15/08 I JOAN C.SASSO r r MY COMMISSION 090219 EXPIRES: July 16, 2015 Bonded Thru Notary Public UMearltem 100 SEA ROAD, GULF STREAM, FLORIDA 33483 TOWN OF GULF STREAM PALM BEACH COUNTY, FLORIDA COMMISSIONERS WILLIAM F. XOCH, JR. Mayor JOAN X. ORTHWEIN, Vice Mayor FRED B. DEV117 III CHRIS D. WHEELER MURIEL J. ANDERSON STATE OF FLORIDA ) COUNTY OF PALM BEACH ) TOWN OF GULF STREAM ) U16 Telephone (581) 275 -5116 In (S51) 737 -0158 Town Manager WILLIAM H. THRASHER Town Clerk RITA L TAYLOR ®ltECEivrio., JUL 0 91012 Town of Gulf Stream, BEFORE ME THIS DAY PERSONALLY APPEARED (Owner) r `Omo It 1- �},fg -h- WHO BEING DULY SWORN, DEPOSES AND SAYS: l THAT THE PERSON(S) OR COMPANY OR FIRM LISTED BELOW HAVE THE CONSENT OF THE OWNER OF THE PROPERTY LISTED BELOW TO REPRESENT THE OWNER OF SAID PROPERTY AS AGENT FOR SITE PLAN REVIEW WITHIN THE TOWN OF GULF STREAM. THE SUBJECT PROPERTY IS LEGALLY DESCRIBED AS FOLLOWS: AGENT'S(S) NAME: AGENT'S PHONE: FL FURTHER AFFIANT SAYETH NOT. (Owner SWORN AND SUBSCRIBED BEFORE ME THIS ` I DAY OF J U l l 20 I i)N MY COMMISSION EXPIRES: 100 SEA ROAD, GULF STREAM, FLORIDA 33483 JOAN C. SASSO MY COMMISSION # EE U.T21 EXPIRES: July 16,201E Bonded Thru Notary Public Undery Page 1 of 1 Property Appraiser GIS - PCN listing Buffer: Buffer:25 20434603000010020 20434603060000540 20434603060000560 7/6/2012 mRECEIVEDO JUL 0 9 2012 ivw>E of ,Ulf Stream, FL PREPARED BY AND RETURN TO: BaMB. Byrd, Esq. �Pinel'tj Byrd, PLLC 46,00)4i4tary Trail, Suite 212 Jupiter ,FL 33458 Property Control No.: 2011346 -03 -06 -000 -0570 W I�IN111111111NI111111■ CFN 20100261730 OR BK 23956 PG 0972 RECORDED 07/2012010 15:2104 Palm Beach County, Florida ART 902,500.00 Doc Stamp 6,317.59 Sharon R. Bock, CLERK t COMPTROLLER Pgo 0972 - 9731 (2pga) �, ARRANTY DEED �r lJ THL4',W-ARRANTY DEED, made this day of 2010 by LYNN M. WILLIAMS,a single woman, hereinafter called the Granto , whose mailing address is 21 South End Avenue, Apt. 32i;< ew York, NY 10280, to THOMAS M. STANLEY and KIRSTEN B. STANLEY, husband and wife, hQ oeiriafter called the Grantee, whose mailingaddress is 3524 OleanderWay, Gulf Stream, FL 33483. L (Wherever used herein the terms "Grantor" and "Grantee" are used for singular or plural, as context requires Lad include all the parties to this instrument and the heirs, legal representatives antis ;ignS pf individuals, and the successors and assigns of corporations.) WITNESSETH, that�tlte'sad,Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable c isi erations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, reld - ' sr conveys and confirm unto the Grantee, all that certain land situate in the County of Palm Beach, State tjEFlbrilia. to -wit: Lot 57, GULF STREAM P OP�RTHsS NO. 2, according to the plat thereof as recorded in Plat Book 18, P g�,41t'of the Public Records of Palm Beach County, Florida. Together with that portion of the Spu alf of the right of way of Pandanus Road, lying North of an adjacent to Lot 57. Together with all of the Grantor's interest, if any, in easements of access in common with others similarly situated to the Atlantic Ocean as created and granted in Deed Book 662, Page 396 and Deed Book 884, Page 539. SUBJECT TO restrictions, reservations, covenants, conditions and easements of record; taxes for the year 2010 and the years subsequent thereto; and all applicable laws, ordinances, and governmental regulations, including without limitation, zoning and building codes and ordinances. TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND the said Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said ORECEIVEDe JUL 0 9 71i7 I Jwn of Gulf _ .n, FL Book23956 /Page972 Page 1 of 2 land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the GrAgtor hereby fully warrants the title to said land and will defend the same against the lawful claims of all perspns whomsoever; and that said land is free of all liens and encumbrances, except taxes accruing `stibse'gllent to December 31, 2009. ,, - ;1& WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year irst$bo ewritten. Signed, $51V and delivered in the presence of: OAkr ' ob i Wi (C , LYA M. WILLIAMS UKW nCi,'l�rhfYvcl-1 (Print e) V 'mess (Print Name) C' STATE OF NEW YORK �\ ✓' i COUNTY OF The foregoing instrument wits 4c0owledged before me this! day of 2010, by, LYNN M. WILLIAMS. s AW ASM10 Salary Public. Stall of NaO (SEAL) q,p in"rmnd4 -rvj lion Pxpirw March 27 NOTARY PUBLIC (P t e) My commission expires: Commission No. nt S c <—O / 2 I 1 Personally Known OR Produced Identification Type of identification Produced C Mared fy Docurn=tslDan\92013Wew Closing DocumenlsMoneseller.wpd Book23956/Page973 Page 2 of 2 r 3524 Oleander Way Gulfstream Drainage Design June 28, 2012 Schulke, Bittle, & Stoddard L.L.C. 1717 Indian River Boulevard Suite 201 Vero Beach, Florida 32960 3 d 0.0 W iam P. 11,11 idard Ph.D., P.E. FL Reg. No: 5,7665s: JUL G 9 ZOn C7;i sti3 0 'i SCHULKE, BITTLE & STODDARD, L.L.C. SHEET NO. OF— CIVIL 8 STRUCTURAL ENGINEERING - LAND PLANNING • ENVIRONMENTAL PERMITTING CALCULATED BY DATE TEL 772 / 770 -9622 www.sbsengineers.Com CHECKED BY FAx 772 / 770 -9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info @sbsengineers.com VERO BEACH, FLORIDA 32960 SCALE_ DATE - 4yNkn, /'I — Gvt 57 of Gu /f 5fream �ro r h °e5 1P18,1.8� P3,4z, - 35 Z4 OlcoNd�r W« y - < i+ormwaVe Y— Aeftior ird Ca10(41q 4I'0115 of Areci = /0,797 SF CC5 �-O -uJ = 1049 5F brokiAage Atm = /7 73d sF = 0,407 4C, — Guhd evvcv- C1]cu1 u 4I'ao 5 h+o (A 5 e 16 c4 rA I e %rive wa y� /� Pool tcCt /!'4)'05 MI'SCI P(Ads) WU)K5,Co14c (Zmo.c rv,uus 4,-mk) CX15� II L �uila0u I ZjZ70 1033 115134 )1231 1i50 1 11447 235 74-n S 5140 5f= 6),5 5 1 5f= 62,`i'70) 36,9 0° — Pngo5e8 Opm 4rca ((,,3,1 070� Cu✓'vc NLtwhfr C/Uw = (76)f, 365 f(? 1 87/3 - 1,ne Of C�hcth�✓di iah ,00-7 = ,O'a36 h✓' = 6 m,'Vl n= o,z4 (drH5C 3vg5S) P = s;vl L = 35/f S = (¢,Z — 3, 5/35,5 , ) = 0, of 97 SCHULKE, BITTLE & STODDARD, L.L.C. CIVIL 6 STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING TEL 772 1770-9622 w .sbsengineers.com FAx 772 / 770 -9496 1717 INDIAN RIVER BLVD., SUITE 201 EMAIL info @sbsengineers.com VERO BEACH, FLORIDA 32960 JOB SHEET NO. OF CALCULATED BY CHECKED BY DATE DATE &used vn T)Q-551 Uvbuki gydvolovv -Far (moll W ,4cr5Aed6i Ghd #c ah(retied -Sods rc�grf by NH �n �-5431'ncrr5 poirot d r6te o" 04fr Y uq0 � btlihs (5) , i5 leufot- -d as 1000 /uuv 5 = cw ' l0 = x`1713 -/0 Voluy� e =( /, -is ''1/z /d7 5� _ 1352 cF —' aC2TGjh 11� oueY i>7t�itvViUUS greU in �IYU�IvSP�r 5 wu(e5 �QeP�u Volume = (I I hz) (65S1 5r-) CF - %vf 15wal<° LrHq-�= cF = GF �wule Volume = zl� /,PI -r lul Volumc = (z'-7 cF1�� (z5S GF) I = 6 &9 cG - See 4f�cAeC� Aod yc i 4e evucry A11(011515 fo r dnwdowh /swale rccuvcvy G Nutting Engineers of Florida Inc.I Established 1967 Your Project is Our Commitment n 1310 Neptune Drive Boynton Beach, Florida 33426 561- 736-4900 Toll Free: 877 - NUTTING (688 -64641 Fax: 561.737.9975 Broward 954 941 -8700 St. Lucie 772 -408 -1050 Miami -Dade 305 557 -3083 w ww. n u trin ge ngi n een.co m N June 13, 2012 n Mr. Tom Stanley m 29 NE 4th Avenue m Delray Beach, Florida 33483 E c ° Subject: Report of Exfiltration Test 'c Stanley Residence 3524 Oleander Way 0 Gulfstream, Florida v a Dear Mr. Stanley: c Nutting Engineers of Florida, Inc. has performed two exfiltration tests and two infiltration tests for m the proposed drainage improvements at the above referenced location. This report presents a brief tT description of the field procedures, and the results of the exfiltration tests and infiltration tests. Y w v Two exfiltration tests were performed to a depth of six feet below existing grade in accordance with .. South Florida Water Management District (SFWMD) criteria for 'Usual Open -Hole' conditions. Prior w to starting each test, a 6 -inch diameter hole was augered to the test depth to determine the depth to c groundwater and to examine subgrade soils. After establishing the above parameters, the hole was c stabilized by a full - length perforated PVC pipe in accordance with South Florida Water Management District specifications. Water was then pumped into the hole maintaining a constant water level at the ground surface. The stabilized flow rates were recorded in one minute intervals for a total of 10 y minutes. R The exfiltration tests revealed the hydraulic conductivity (W- value) of the soils ranged from 4.86 x 10-5 to 7.66 x 10-5 Cubic feet per second per square foot per foot of head. Soil descriptions and flow rates for the tests are shown on the attached exfiltration summary sheet. We note that the c water table was encountered at a depth of approximately 3.5 feet below the existing ground surface. U lJ -o Along with the exfiltration tests our office was requested to perform two Double Ring Infiltration Tests (ASTM D- 3385 -88). Discussions with Mr. Bill Stoddard, P.E., the project civil engineer, indicated that the retention pond bottom would be located approximately existing grades; therefore the tests r areas were performed within the upper one foot of the soil profile. The tests were performed for a v period of three hours until steady -state was achieved. 0 0 v OFFICES Palm Beach Miami -Dade St. Lucie 4: The results of the Double Ring Infiltrometer Test reveals that within the upper one foot below the ground surface a steady state unsaturated vertical infiltration rate (K,„) of 8.17 inches per hour (16.34 ft/day) was attained at test location 1 and a steady state unsaturated vertical infiltration rate (K,,,,) of 20.42 Inches per hour (40.84 ft /day) was attained at test location 1. Detailed flow rates and soil descriptions are presented in the appendix. We note that these values pertain to the depth location at which the exfiitration tests and double ring infiltrometer tests were performed. We also note that the hydraulic conductivity values may vary along the banks of the retention pond where differing soils may be present. The project civil engineer should use appropriate factors of safety during design to account for the noted site conditions. We appreciate the opportunity to provide these services for you. Should you have any questions, or if we can be of further assistance, please feel free to contact us. Respectfully Submitted: NUTTING E GI OF FL RID7�5 � �, 11Z- Ciri j p r E. Gw P.E. #69947 1.6470.1 Tam Stanley InN and ex6l ltr eDeNutting Engineers of Florida Inc. I Established 1967 0 s. o c� } j° L N 2 z z o � o x + ir. j J a (L x °¢ z w u� } ❑ a a _ H r O W a WZ p ht. I.Lu C) 0a J n fY L Q W W f 4 � IA �a va ' w Er r N c 9 m D LL rn LU t 2 to M iD CC Li v i' Z J.I T 6 Z Lif f 14DONutting Engineers of Flomb Inc.I Euabllshed 1967 Your nroje etis Ow Commitment V Geo!echnical8 Construction Materials Engineering, Testing, 6 Inspection Environmental Services Offices throughout the state of F'orida vnvw.nuningengineerscom info@nu6mgengneerscom DOUBLE RING INFILTROMETER TEST - ASTM D3385 CLIENT: Tom Stanley TEST NO.: 1 TEST DATE: 6/12/2012 WEATHER: Sunny 88 Deg F PROJECT: Stanley Residence DRILLER: D Tyson 3524 Oleander Way, Gulf Stream, Florida SOIL DESCRIPTION: 0 V Dark Cray Quartz Fine SAND, Slight Trace Organics NOTE: TEST PERFORMED AT 6 INCHES BELOW EXISTING GRADE. GROUNDWATER DEPTH: 3.5 feet USING 12" & 24" DIAMETER RINGS AREA: INNER RING: 113.1 IN' (729.7 CM') ANNULAR RING: 339.3 IN' (2189.2 CM) Testing was performed according to proceudres specified to ASTM D3385.09. Liquid used consisted of water with an approximate pH of 7.0. As ASTM procedure recommends, data from inner ring was used to determine infiltration rate ELAPSED QUANTITY RATE QUANTITY RATE TIME OF WATER INNER OF WATER ANNULAR (HR) INNER(in') (IN/HR) ANNULAR(in') (IN/HR) 0.25 231 8.17 520 6.13 0.5 231 5.17 520 6.13 0.75 231 8.17 520 6.13 1 231 8.17 520 6.13 1.5 462 8.17 520 3.07 2 462 8.17 520 3.07 3 024 8.17 1040 3.07 STEADY STATE INFILTRATION RATE = 8.17 INCH /HOUR' Inner Ring Infiltration Rate z0.0o -T- 18.00 a14 14e .00 12.00 s 10.00 Z 6.00 c 4 00 'w 2.00 0.00 0 1 -SednM 2 i Elapsed Time (hrl ' As noted in Sec. 11 1 Precision and Bias of ASTM D336509 the recorded InfilfraCon rate should be considered only as an index INFIL TOM STANLEY TEST 1 CEG I �( Christopher E. Gworek, P.E. #69947 Senior Geotechnical Engineer 1310 Neptune Drive - Boynton Beach, Florida 33426'- (561) 736 -4900 Fax (561) 737 -9975 Broward (954) 941.8700 0 Port St. Lucie (772) 408.1050;, Miami Dade (305) 824 -0060 C rrN�� n Geotechnical & Constmr.6on Materials .■���■ Engneering, Testing &Inspection u EEnvironm:rtal Services eEngineers O+lices thrarghoul the State of Flocda of Flonda mat Established 1961 •AwmijItingaigineers.com infoOrultingengineers.com YeurPmjeee Is tla.r demmlemenr DOUBLE RING INFILTROMETER TEST - ASTM D3385 CLIENT: Tom Stanley TEST NO.: 2 TEST DATE: 6/12/2012 WEATHER: Sunny 88 Deg F PROJECTt Stanley Residence DRILLER: D Tyson 3524 Oleander Way, Gulf Stream, Florida SOIL DESCRIPTION: 0 -1' Dark Gray Quartz Fine SAND, Slight Trace Organics NOTE: TEST PERFORMED AT 6 INCHES BELOW EXISTING GRADE. GROUNDWATER DEPTH: 3.5 feel USING 12" & 24" DIAMETER RINGS AREA: INNER RING,. 113.1 IN` (729.7 CM') ANNULAR RING: 339.3 IN` (2169.2 CM`) Testing was performed according to proceudres specified in ASTM D3385 -09. Liquid used consisted of water with an approximate pH of 7 0. As ASTM procedure recommends, data from inner ring was used to determine infiltration rate. ELAPSED QUANTITY RATE QUANTITY RATE TIME OF WATER INNER OF WATER ANNULAR (HR) INNER(in') (IN /HR) ANNULAR(in) (INIHR) 0.25 578 20.42 1271 14.98 0.5 578 20.42 1271 14.98 0.75 578 20.42 1271 14.98 1 578 20.42 1271 14.98 1.5 1155 20.42 2310 13.62 2 1155 20.42 2310 13.62 3 2310 20.42 4620 1362 (STEADY STATE INFILTRATION RATE = 2D.42 INCH /HOUR' Inner Ring Infiltration Rate 2200 2100 20.00 m 19.00 - Se•:ea1 Z 19.00 3 17.00 1 0 16.00 _..� 10.00 Elapsed Time (hr) �) X71 _. As rested In Sec. 11.1 Precision and Dias of AST61 0338 5-09 the recorded infiltration rate should be considered only as an index Christopher E. Gworek, P.E. #69947 INFILTOMi STANLEY TEST 2 CEG Senior Geotechnical Engineer 1310 Neptune Drive o Boynton Beach, Florida 334260 (561) 736 -4900 Fox(561)737-9975 Broward (954) 941 -8700 0 Port St. Lucie (772) 408 -1050 0 Miami Dade (305) 824 -0060 Town of Gulf Stream APPLICATION FOR Substantial Improvement REVIEW Tax Appraisers Folio #: 20- 43- 46- 03 -06- 000 -0570 Property Address: 3524 Oleander Wav City and Zip Code: Gulf Stream, FL 33438 Owner's Name: Thomas Stanley Co- Owner's Name: Kirsten Stanley Owner's Mailing Address: 3524 Oleander Way, Gulf Stream, FL 33483 Owner Phone #: (561)262 -4111 FIRM Panel: r,rjD l 1 1 Flood Zone: A BFEI Lowest Floor Elevation: I am attaching an appraisal report of my property, or I am not submitting an appraisal report of my property I accept Gulf Stream Estimated Market Value, or I accept Gulf Stream Estimated Replacement Cost Initials 7 &4� Initials I accept the attached estimated cost of construction as a fair and total cost of the improvements proposed for my home. Initials 2M W SIGNATURES: Owner: Dat Co- Owner: Dat .'tECEIVRQCr JUL Q g 202 Town of Gulf Stre9nt, FL Substantial Improvement L3"EMS TO BF INCLUDED All structural elements including: Spread or cont'_nuous foundation foot'_ngs and pilings Monolithic or other types of concrete slabs Bearing walls, tie beams and trusses Wooa or reinforced concrete Floors and ceilings Attached decks and porches Interior partition walls Exterior wall finishes (eg. painting and decorative Windows and doors Resh7 1 decking or roofing brick, stucco, or siding) including moldings na ing or ret =ling- a roof Hardware All interior finish elements, including: Tiling, linoleum, stone, or carpet over subfloorina Bathroom tiling and fixtures Wall finishes, eg. drywall, painting, stucco, plaster, par_el:ina, marble, or other decorative finishes. Kitchen, utility and bathroom cabinets Built -in bookcases, cabinets, and furniture Hardware All utility and service equipment, including: I equipment Repair or reconstruction of plumbing and electr'c- P g _ sl services Light fixtures and ceiling fans security systeans Built -in kitchen appliances Central vacuum systems Water filtration, conditioning or recirculation systems Also: Labor and other costs associated with removing or alterina undamaged building components to accommodate improvements or additi or_s Substantial improvement ImgS TO a FYCL UDED Plans and spe^_i'ications Survey costs Pe=nit fees Costs to demo'__sh stern- damaged build=ng components Debris removal Items not considered real property such as: grow —.=s Over finished floors), fu___icur_ re___ger_t rs, (Ce =`Pe'_ Y� a T� gin, etc. � .S.l.7v�� not Outside improvements, including: Landscaping Sidewalks Fences Yard lights Swiz ning pools Screened 000l enclosures Sheds Gazebos E_aC:eC St= 1Ct1re5 (including garages) Landscape irrigation systems CONTRACTOR COST OF IMPROVEMENTS AFFIDAVIT Folio k: 20- 43- 46 -03 -06 -000 -0570 Contractor Name:lnw Address:4'y �l ,'c . 3 ��tc �c (�t \rte License It: C-CsC 03 Property Address: 3524 Oleander way, Gulf Stream, FL 33483 Phone: Sl, I hereby attest to the fact that I, or a member of my staff, personally inspected the above mentioned property and produced the attached itemized list of improvements which is hereby submitted for a Substantial Improvement Review. These improvements are all OF THE IMPROVEMENTS proposed for this structure. I understand that I am subject to enforcement and penalties and violation action and /or fines if the inspection of the property reveals that I have made improvements NOT INCLUDED ON THE ATTACHED LIST OF IMPROVEMENTS to THIS STRUCTURE. 1 understand that any permit issued by Gulf Stream pursuant to this affidavit does not authorize the reconstruction, repair or maintenance of any illegal additions, fences, sheds or non - conforming uses or structures on the subject property. . See Attached Itemized List b0 /ZO 39Vd CNI S31VI00SSV /flow 96BE99ZI99 Tb :t7T ZTOZ /80/LO ESTIMATED COST OF IMPROVEMENT Folio if: 20- 43- 46- 03.06 -000 -0570 Address: 3524 Oleander Way, Gulf Stream, FL 33463 The Cost Estimates of Improvement must he prepared and signed by a licensed General Contractor ITEM5 COST Materials Labor Official Use Concrete, Form, ETC 5 p� Carpentry Material (rou h) = _ Carpentry Labor (rough) — qv Roofing (gyp —' Insulation & Weather Strip Exterior Finish (stucco) °' Doors, Windows & Shutters = 'Z Lumber Finish O° Carpenter Labor (finish) -- Hardware (finish) Hardware (rough)Cabinets (built- in)Floor covering (tile /rug) Plumbing QUO—' I am Shower /Tub /Toilet 2 ( = (VYl Electrical 1�� c? Light Fixtures �LZ L Built -in Appliances �j CM HAVC Paint 7 QQ� 3 Z VI Total �'� OdT C1gTLX)j Contractor Name:lhcy.,.w CGC License #: C.Cs-L 03' Address: -4k05 WE, 4i�r �a�c� Phone#: b0 /E0 39dd ONI S31dI30SSV Mnow 98BE59ZT95 Ttl:PT ZTOZ /80 /L0 Total Labor & Materials Overhead & Profit Total Cost STATE OF Florida COUNTY OF Palm Beach $ 33 UC� $ SZ rC�i Affidavit Before me this day personally appeared _ �t L%16� (AOGt i J who, being duly sworn deposes and says that he has read, understands and agrees to comply with all of the aforementioned conditions Date: j� q 12_ Contractor's Signature Sworn to and subscribed before me this `8 day of A.D., My commission expires: Notary Public State of Florida 00 /00 39bd ONI S31VIDOSSV mnoW 988E99ZT99 Tb :bT ZTOZ /80 /L0 " n 0 1 C O S T O F I M P R O V E M E N T S A F F I D A V I T F o l i o # 2 0 - 4 3 - 4 6 - 0 3 - 0 6 - 0 0 0 - 0 5 7 0 C o n t r a c t o r N a m e : L i c e n s e # : O w n e r N a m e : T h o m a s a n d K i r s t e n S t a n l e y P r o p e r t y A d d r e s s : 3 5 2 4 O l e a n d e r W a y , G u l f S t r e a m , F L 3 3 4 8 3 P h o n e : ( 5 6 1 ) 2 6 2 - 4 1 1 1 I h e r e b y a t t e s t t o t h e f a c t t h a t t h e c o s t s o f i m p r o v e m e n t s s u b m i t t e d f o r t h e S u b s t a n t i a l I m p r o v e m e n t R e v i e w b y m y c o n t r a c t o r a r e A L L O F T H E I M P R O V E M E N T S p r o p o s e d f o r t h i s s t r u c t u r e . N o o t h e r c o n t r a c t o r w i l l b e m a k i n g a n y i m p r o v e m e n t s n o t i n c l u d e d i n t h e a t t a c h e d l i s t . I u n d e r s t a n d t h a t I a m s u b j e c t t o e n f o r c e m e n t a c t i o n a n d / o r f i n e s i f t h e i n s p e c t i o n o f t h e p r o p e r t y r e v e a l s t h a t I h a v e m a d e i m p r o v e m e n t s N O T I N C L U D E D O N T H E A T T A C H E D L I S T O F I M P R O V E M E N T S t o M Y B U I L D I N G . I u n d e r s t a n d t h a t a n y p e r m i t i s s u e d b y G u l f S t r e a m p u r s u a n t t o t h i s a f f i d a v i t d o e s n o t a u t h o r i z e t h e r e c o n s t r u c t i o n , r e p a i r o r m a i n t e n a n c e o f a n y i l l e g a l a d d i t i o n s , f e n c e s , s h e d s o r n o n - c o n f o r m i n g u s e s o r s t r u c t u r e s o n t h e s u b j e c t p r o p e r t y . STATE OF Florida COUNTY OF Palm Beach 4- "Y/f 07 who Before me this day personally appeared �y�6ViY[S / ; J/f014 , bein g duly sworn deposes and says that he has read, understands and agrees to comply with II of the aforementioned conditions J�ALL Co -Owner Sworn to and subscribed before me this 1 day of - A.D., otary Publi ate of Florida My commission ex JOAN C.SASSO _ . MY COMMISSION # EE 090219 EXPIRES; JUIy 16.2015 Bonded Thm NDIe PuNk Undewdem Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 3524 OLEANDER WAY (MAIN RESIDENCE) City GULF STREAM State FL ZIP Code 33483 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View% and, if required, "Right Side View' and 'Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. I a M*164.II1lV /ID►:7 Oc., _ Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 3524 OLEANDER WAY (GARAGE) City GULF STREAM State FL ZIP Code 33483 Company NAlCNumtw If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front Viewo and "Rear Vend; and, if required, "Right Side View" and "Left Side View." FRONT VIEW 1 J COUNTY OF PALM BEACH: N. t'ICE OF AD VALOREM TAXES AND NON-LVALOREM ASSESSMENTS YEAR MC COLLET 2011 98 10141 LEGAL DESCRIPTION '& S 112 OF PANDANUS RD LYG N OF ADJTHERETO D 5 - 167383 I YEAR I MTG COLLECTOR NO 20- 43- 46 -03 -06 -000 -0570 12011 TAXES ARE 188880 STANLEY THOMAS M 8 STANLEY KIRSTEN B $14,022.92 $14,166.01 $14,309.10 DELINQUENT APRIL 3 SEE REVERSE SIDE FOR 3524 OLEANDER WAY MORE INFORMATION ANNE M. GANNON, CONSTITUTIONAL TAX COLLECTOR SERVING PALM BEACH COUNTY DELRAY BEACH FL 33483 -7422 PAY ONLINE: Go to our secure website at �'ll "I'I'I�I�I�IIlrrllll'��" III '1'I��'�II��II'�III IIIl'I]'III www.taxcollectorpbc.com. The website has easy instructions to follow and allows you to print your receipt. READ REVERSE SIDE BEFORE CALLING AD VALOREM TAXES READ REVERSE SIDE BEFORE CALLING TAXING AUTHORITY TELEPHONE ASSESSSED EXEMPTION TAXABLE MILLAGE TAX AMOUNT COUNTY 561- 355 -3996 805,362 50,000 755,362 4.7815 3,611.76 COUNTY DEBT 561- 355 -3996 805,362 50,000 755,362 0.2110 159.38 TOWN OF GULF STREAM 561- 276 -5116 805,362 50,000 755,362 2.9265 2,210,57 CHILDRENS SERVICES COUNCIL 561- 740.7000 805,362 50,000 755,362 0.7475 564.63 F.I.N.D. 561- 627 -3386 805,362 50,000 755,362 0.0345 26.06 PBC HEALTH CARE DISTRICT 561. 659.1270 805,362 50,000 755,362 1.1250 849.78 C SCHOOL LOCAL 561 -434 -8837 805,362 25,000 780,362 2.4980 1,949.34 SCHOOL STATE 561 -434 -8837 805,362 25,000 780,362 5.6820 4,434.02 SFWMD EVERGLADES CONST PROJECT 561- 686 -8800 805,362 50,000 755,362 0.0624 47.13 SO FLA WATER MANAGEMENT DIST. 561- 686 -8800 805,362 50,000 755,362 0.1785 134.83 SO FLA WATER MGMT- OKEE BASIN 561 - 686.8800 805,362 50,000 755,362 0,1954 147.60 TOTAL AD VALOREM 14,135.10 LEVYING AUTHORITY TELEPHONE RATE AMOUNT SOLID WASTE AUTHORITY 561- 697 -2700 174.00 174.00 TOTAL NON -AD VALOREM 174.00 TOTAL AD VALOREM AND NON -AD VALOREM COMBINED 14,309.10 * * ** INFORMATIONAL NOTICE * * ** A TAX NOTICE WAS SENT TO YOUR ESCROW AGENT FOR PAYMENT: CHASE HOME FINANCE DETACH HERE "SEE REVERSE SIDE FOR INSTRUCTIONS ANn INFORMATION^ ncTnru uFOc COUNTY OF PALM BEACH: NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS PROPERTY CONTROL NUMBER I YEAR I MTG COLLECTOR NO 20- 43- 46 -03 -06 -000 -0570 12011 TAXES ARE 188880 1 101419480 STANLEY THOMAS M & STANLEY KIRSTEN B 3524 OLEANDER WAY DELRAY BEACH FL 33483 -7422 LEGAL DESCRIPTION PL SHOWING GULF STREAM PROP 2 LT 57 & S 112 OF PANDANUS RD LYG N OF & ADJ THERETO P.O. BOX 3353 WEST PALM BEACH, FL 33402 -3353 20111014194800014309102 MAKE CHECKS PAYABLE TO: Tax Collector, Palm Beach County INFORMATIONAL NOTICE PLEASE READ THE REVERSE SIDE AMOUNT DUE WHEN RECEIVED BY Nov 30, 2011 Jan 3, 2012 Jan 31, 2012 Feb 29, 2012 A r 2, 2012 TAXES ARE $13,736.73 $13,879.82 $14,022.92 $14,166.01 $14,309.10 DELINQUENT APRIL 3 **SEE REVERSE SIDE FOR INSTRUCTIONS AND INFORMATION— C a RETAIN THIS TOP PORTION FOR YOUR RECORDS RETAIN THIS TOP PORTION FOR YOUR RECORDS INFORMATIONAL NOTICES - IMPORTANT INSTRUCTIONS This NOTICE provides Information about your Ad Valorem Taxes and Non -Ad Valorem Assessments for the 2011 calendar year. A TAX NOTICE WAS SENT TO YOUR ESCROW AGENT FOR PAYMENT. Please review and verify the description of the property on this notice. Report any errors to the Office of the Property Appraiser immediately at 561- 355 -2866. If you've sold the property on the notice, please forward this notice to the new owner or mark this notice "SOLD" and return It to the Constitutional Tax Collector's Office. PAYMENT INFORMATION (if you do not have an escrow agent or your lender is not responsible for payment of your taxes) Discount amounts are shown on the front of this notice. Additional discount information: • December Payments, if mailed, must be postmarked by DECEMBER 31st or paid in our offices by lanuary 3rd to receive your discount. • March Payments, if mailed, must be postmarked by MARCH 31" or paid In our offices by April 2nd to avoid additional fees. Your Payment Options • E -CHECK (ON -LINE Only) www.taxcollectorpbc.com NO ADDITIONAL FEE (Payment confirmation e-mail provided) • CREDIT CARD (ON -LINE Only) www.taxcollectorpbc.com A CONVENIENCE FEE WILL APPLY (Payment confirmation e-mail provided) • WIRE TRANSFER(bank confirmation serves as receipt) • MAIL (canceled check will serve as receipt) • IN PERSON at one of our Service Centers from 8:15 AM to 5:00 PM, Monday through Friday (receipt provided at counter) • BANK On -Line CHECK - Property owner's bank /bill pay service (bill pay service canceled check will serve as receipt) Pay by E -Check OR Credit Card: Available 24/7 at the Tax Collector's website, www.taxcollectorpbc.com. See enclosed publication for complete instructions. Pay by Mail: Please detach the bottom return portion. DO NOT FOLD, STAPLE, WRITE ON, OR MARK. Make payment payable to Anne Gannon, Constitutional Tax Collector. Please use the enclosed return envelope, making sure the Constitutional Tax Collector's address shows in the return envelope WINDOW. DELINQUENT TAX INFORMATION Ad Valorem Taxes and Non -Ad Valorem Assessments become delinquent after APRIL 2, 2012. • Interest will be charged at a rate of 18% Per Year (1.5 % Per Month) with a minimum charge of 3% Interest shall be collected; • Interest, costs, and associated charges for delinquent taxes are determined by the date payment Is received by the Tax Collector; • Payments received after APRIL 2 are delinquent. Mailed payments must be postmarked by MARCH 31;. • Payment AFTER THE DATE OF DELINQUENCY must be by cash, bank draft, wire transfer, certified check, money order, US Postal Order, or cashier's check. FLORIDA STATUTE 197.432 Tax Sale Certificates will be sold on all unpaid properties 60 days after the date of delinquency. CONTACTS FOR QUESTIONS OR PROBLEMS Constitutional Tax Collector: Prepares and mails TAX NOTICES from Tax Roll data certified by the PBC Property Appraiser and Non -Ad Valorem assessments provided by Levying Authorities. (561) 355 -2266. Property Appraiser: Prepares the Ad Valorem Tax Roll (assessed value, exemptions, taxable value, assessed owner's name, address, and legal description). (561) 355 -2866. Taxing Authorities: Set the Ad Valorem millage rates. See list on reverse side with telephone numbers for questions about Tax Rate and services provided. Levying Authorities: Determines the Non -Ad Valorem assessments. See list an reverse side with ANNE M. GANNON, telephone numbers for questions about assessment amount and the services provided. Constitutional Tax Collector Palm Beach County DETACH HERE DETACH HERE DETACH HERE PLEASE INCLUDE THIS BOTTOM PORTION WITH YOUR PAYMENT TO THE TAX COLLECTOR DO NOT FOLD, STAPLE, WRITE, OR MARK ON THIS PAYMENT STUB Make payment payable to: Anne Gannon, Constitutional Tax Collector. Place this return portion and your payment in the enclosed return envelope. Make sure the Constitutional Tax Collector's address shows in the return envelope window. (.,1 ,t Residential Appraisal Report Halve. 12.0842 The purpose of this appraisal regal is to promde the dent with a credible option of the defreed value or the shi property. given the Intended use of the appraisal. Client Namellntended User MR. THOMAS STANLEY Email tan aanlilanslanl .atm Ghent Address 29 NE 4 AVENUE CRY DELRAY BEACH Slate FL Zip 33483 ' Additional Intended Usm s N/A • Intended Use THE INTENDED USE OF THE REPORT IS TO ESTIMATE THE REPLACEMENT VALUE OF THE IMPROVEMENTS FOR ASSISTING THE CLIENT IN OBTAINING BUILDING PERMITS FOR A PROPOSED RENOVATION. Prooddert, Address 3524 OLEANDER WAY City GULFSTREAM State FL ZIP 334837422 Owner of Public Record STANLEY Courry PALM BEACH L.al Description See AOached Addendum " A,,m,dvs Parcel# 204348-03 -06 -W0 -0570 Tax Year 2011 RE. Tausf 14135.10 Nei hbwhood Name GULFSTREAM Ma Reference 4348-03 Cenw5 Tred 0054.11 Pro rt Ili A said Fee Sim a Leesehdd IXher describe M research Wicad Ljdid nd reveal am door sales ortrenders olthe sutiect onapardfor the three ors prol the effective We oi modruisal. Prkr Sale7rai Dale 7/8110 Rim $902,50D Sources COUNTY RECORDS PAPA Arali pdersale atransler Nstorydihe subject property (arid comparable sales, if applicable) THE APPRAISER HAS RESEARCHED THE SUBJECT $SALES HISTORY INFORMATION FOR THE PRECEDING THREE YEAR PERIOD IN COMPLIANCE WITH USPAP STANDARD RULE 1 -5. Offerings, opdws and contracts as oflhe effective da@bllhe appraisal THE SUBJECT PROPERTY IS NOT CURRENTLY UNDER CONTRACT NOR HAS IT BEEN OFFERED FOR SALE IN THE PAST YEAR. Nal 6aM1aad CM1eredmislles one D011llnusln TrerW One UNl HOUSIn hesent Lend USe% Landon Urban Suburban Rural Pr ed Values InueaUn Stable Dedinin PRICE AGE One -0nit 50 % F 0ver75% 2575% Under25% Demand5u Shute In Balance Oversu f000 24 Unit % Growth Raid Stable Slow Markel) Time Under3mths 36mths LXJOm6Ms 1 800 Low 0 I Mddrundr 20% Naghbahood BOUndades See Attached Addendum 25,000 High 90 1 Commercial % 1.500 Fred. 45 1 Me Vaaint 30% w Neighborfaod DesMpion Sea Attached Addendrav Markel Conditions rodudi support for the above caadldom) THERE ARE INDICATIONS OF STABILIZING VALUES AFTERAFEW YEARS OF DECLINE THAT FOLLOWED RAPIDLY APPRECIATING PRICES OF THE 2000 -2006 ERA. CASH OR CONVENTIONAL FINANCING PREVALENT IN THE SUBJECT MARKET WITH NO EVIDENCE OF SELLER FINANCING. Dmensbns SEE ATTACHED SURVEY Area 18.817 SF Shape IRREGULAR View RESIDENTIAL lonirl O85sifwtion RS Zonin Desui 'on SINGLE FAMILY RESIDENTIAL Zonl Canlaue L al INencontamin Grandathered USe No ZOn tl aldB.,dd Is the highest and blest use of the subject prop" as improved fa as proposed per pans and specifcelions )the present use? Yes No ITNe,desoibe. THEHIGHEST AND BEST USE OF THE SUBJECT PROPERTY IS AS RESIDENTIAL. utilities Publle Omer describe Public OIM1a deearlbn Off sltalm mvements —T a Public Prlvrte E Water Seven ASPHALT Gas Sartivery Sewer W Li Alley NONE SMConnmXs EASEMENTS ARE THOSE OF PUBLIC RECORD. NO ADVERSE CONDITIONS OR ENCROACHMENTS NOTED AT THE TIME OF INSPECTION. GENERAL DESCRIPTION FOUNDATION EXTERIOR DESCRIPTION mmi INTERIOR deeleAelS Units Worth UonerArc . urB L= ComeeSld, Foundation Walls STEM WALL Floors W0O0 TILE #of Stories ONE 1xicramspace FWI Basement Partal Basement Exterior Walls FRAME Walls PANEL T I Det AB. SDUJEM Unit Basement Area 0 .8. Rood Surface COMP.SHINGLE TBMRnish W000 Edstin Undartonsl, Basement Finish WA% Guaers6 Donvardabouns NONE Bath Floor TILE Ded le COTTAGE OmddelE lEx4 I m Phone Whodunit CASEMENT Bath Walnuot TILE Year Stilt 1927 Stain SasNlncUated SHUTTERS Car Slav None Elfedive e rs 10 -05 Screen YES DrWi #of Cars 4 Anic None Heati FWA HW Radiant Amunill deals) I Odvewa Sudan PEBBLE Or Stair Siairs Other Fuel BLED Fire a s I t Fence WOOD Garage Iof Cars 1 Flan Salve [Cooling Cenral Nr Coultioni PetidDKk OPEN I jPorch Ca Iof Cars Finished Healed iewhodend Cola Pod OPEN Other M. Der. 8uil4in Appliances 11'JiFtelfrigerafthar IXJRanQeKMn tXIDdshwasheir IXJDISDOW I IMXfMm libliflashernDayear IXher descibe Finished area above grade contains: 6Room 3Bedreams 3 M 2,043 Sooner Feet of Gass UMnq Am Above Grade Additional Features THE IMPROVEMENTS BEING EVALUATED ARE THE SINGLE FAMILY HOME AND DETACHED GARAGE. THE STRUCTURES ARE OF WOOD FRAME CONSTRUCTION WITH VINYL SIDING AND A COMPOSITION SHINGLE ROOF. THE IMPROVEMENTS ARE IN GOOD CONDITION FOR THEIR AGE AND HAVE BEEN WELL MAINTAINED. PLANS ARE TO RENOVATE THE STRUCTURES IN THE NEAR FUTURE. Comments an thelmprwemems THE SUBJECT IMPROVEMENTS ARE IN GOOD CONDITION AND HAVE BEEN WELL MAINTAINED OVER THE YEARS LOWERING THE EFFECTIVE AGE. THE ROOF IS APPROXIMATELY SIX YEARS OLD TWO OF THE BATHS HAVE BEEN RENOVATED IN THE PAST SIX YEARS THE KITCHEN IS TWO YEARS OLD AIC AND MECHANICAL SYSTEMS HAVE BEEN UPDATED OVER THE YEARS ETC. par,, wmmwq o tnemaa,n .Y 6m � amw p,u>e Pppltll (9PAR ° n) ma arl lsPmU,mam Y Apff,% Wq.1,01 0 C Residential Appraisal Report File No. 12.0842 FEATURE I SUBJECT COMPARABLE SALE NO.1 COMPARABLE SALE R0.2 COMPARABLE SALE NO.3 3524 OLEANDER WAY Address GULFSTREAM Pmdm WSJ 'ed Sale Price f WA S S E Sale M®Glossliv, Area f 0.00 sq If S sai A. S s A. t sq A. Data S s INSPECTION Veificafm Sol s VALUE ADJUSTMENTS DESCRIPTION DESCRIPTION ..i DESCRIPTION .HS vrpa DESCRIPTION .tU SaleeFinancing Concessions Dataol SaleaR mes NVA Location GULFSTREAM LentorholdrFeeShrmle FEE SIMPLE Site 18,817 SF View RESIDENTIAL Dev n 51 le COTTAGE - Ounlit al COnsaution GOOD • Aclualkle 1830 • Can ition AVERAGE Above Grace Tml save ern rae aemn ew Ton ebm. sons rml tons eslis Room Courat B 3 3 Gross Ur Prey 2,043 sq. A. .ft It sq, A. • Basement &Finished Rooms set. Grade NONE Functional Wility AVERAGE HeadreACcoling CENTRAL Eni Effort Items NONE Cam elCar on 1 CAR GARAGE PreCNPdtiNDock NONE Pool etc. OPEN POOL Fl lace ONE NoA ustment tad f f S Adjusted Sale Pace of0em aradea Net Adj. % Grass % $ Net fu§. % Gms;Ad. % f Nel AOJ, % Goes Al % f SummearyidSalesCompansonApirmi THE SALES COMPARISON APPROACH IS NOT APPLICABLE FOR THIS ASSIGNMENT. COST APPROACH TO VALUE Site Value Comments THE SITE VALUE IS NOT DERIVED IN THE COST APPROACH AS IT IS NOT APPLICABLE TO THIS ASSIGNMENT. THE ASSIGNMENT IS TO ESTIMATE THE VALUE OF THE IMPROVEMENTS TO THE SITE. . ESTIMATED LJREPRODUCTIONOR W REPLACEMENT COST NEW OPINION OF SITE VALUE ......................................... 5 WA . Specs of cost data ApporalseraLASE - BLUEBOOK INTERNATIONAL Dwelling 2,043 sq. FL ®S 257.00............5 525.051 Dual' ratio from cost service GOOD Effective dale cl ostdala 7112 NONE Sq.FLdi ............. f 0 Comments on Cost Approach mss III area wkuMtims, depreciation. etc. PATIO POOL 26,600 SEE THE ATTACHED SKETCH SHOWING THE FLOOR PLAN AND GartagraCarport 228 Sq.PLaFS 85.00 ........... . f 19,210 LIVING AREA CALCULATIONS FOR THE SUBJECT PROPERTY. Teal Estimate of Cost New .............1 572,881 Less 75 Ph ical Functional EA" Door eciadon $85500 . S 95,500 Derecomed Cast of Ion meads ... ..............................$ 477,351 'AS is "Value of Ste lm overecous ........ ....................... $ 51000 INDICATEDVALUE BY COST APPROACH .Im vaments... =S 482,400 INCOME APPROACH TO VALUE E%imaled Monthly Market Rat NIA %Gross Rem Wrodher Ni -S WA Indicated Value by Income A ch Summary of Income ApproachE nduding support for market read and GRM) THE INCOME APPROACH IS NOT APPLICABLE IN THIS APPRAISAL ASSIGNMENT. rndiceted Veluab : Salescca dsenA cachf CostAppoorcladdevoloini 482400 IncoareApprona,h(ifidevelopi COST DATA IS SUPPLIED BY APPRAISERSASE - BLUEBOOK INTERNATIONAL AN ONLINE SUBSCRIPTION SERVICE AND IS CONSIDERED TO ACCURATELY REFLECT THE SUBJECT IMPROVEMENTS. this appraisal is made 'as ls,' suhjedlo complNion per plans and specifications an the basis of a hypothetical mrdmon that the improvements havebeen cmpleted ❑wlyecttoNe ldloa4ng repairs ormWatimsm NebaslsofahypthebolcmdfonthttherepaaseeAeatlonshavebeenmmpkted ❑subjecttotheldb&ig: REPLACEMENT VALUE IS ESTIMATED AT 25051 FOR THE HOUSE AND $19,210 FOR THE DETACHED GARAGE TOTALING $544,281, ROUNDED TO $5,15,000 Based on the scope ofwork, essurnoons, Ilmlllrrg Conditions and appralser'scertlRCatlon, my (our) opinion of thede0ned value of the real property That lsthe subJedoNhisreport is f 545,000 as of JUNE 20, 2012 , which is theeffectivedate ofthis appraisal. Cr —r�„ e� mamawvna.m,.•mntnn.....vmom m•mic�lgteusmauyp�,alsou,��,. s,.�. n. ucgnavAID rr '' s itiv NpPR°Idr^ral PUry�udyp�4.r "177 Aucamp, Dedenback & Whitney 0 0 Residential Aooraisal Report RIeNo. 12.0842 Scope of Work, Assumptions and Limiting Conditions Scopeotwork Is defined In Me Uniform Standards of Professional Appraisal Practice as" the type end exrentofresearch and analyses In an assignment' In short, scope of work Is simply what Me appraiser did and did not der during the course of the assignment. It Includes, but Is net limped the extent to which the property is Identified and inspected, the type and extent of data researched the type and extent ofanalyses applied W wive at opinions or conclusions. The scope of this appraisal and ensuing discussion In Uis report are specific to die needs of me client. other identified Intended users and to the Intended useofthareport. This report was prepared for the sole and exclusive use ofthe client and other Identified Intended users for the Identified Intended use and Its use by any other parties Is prohibited, The appraiser Is not responsible for unauthorized use of me report. The appraiser's certification appearing In this appraisal report Is subject to the following conditions and to such otter specific conditions as are set forth bythe appraiser In therepon. All extraordinary assumptions and hypothetical conditions are stated In the report and might have affected the assignment results. 1. The appraiser assumes no responsibility lm matters of a legal retire affecting to popery appraised or We Oxre o, nu does the approser render any opinion as to the We, whore is assunedbbegoodandmarkMabfe. The property is appraised as though under responsible ownership, 2. Any skechin this repot may show approximate dimensions and Is included only to mail the reader in visualizing the property. Theappraisehasmadewsuveyonhepnzmi 3. The appraiser is not required to gvelestmomyor appear in roan because of having made the appraisal wthreferenceto the property In question, unless anargemenls have been previously made merem. 4. Nenberall, nor any pan of the content of Ms report copy a other made thereof ( including conclusions as to the property value, the idemitydthe appraiser, professional emigrations, acre in with when the appraiseris connected), shall be mail forany purposes by anyone butihe client and dherintmtled users as Identified In this repot nor shad it be conveyed by arryone lo the public through adverasing, public relation, news, sales, a other made, without the wrote cement of the appraiser. 5. The appraiser will net dsdose the contents of Ms appralwl repon unless requited by applicable law was specified in the Uniform Standards of Prolesdowl Appraisal Practice. b. Iniffel n, estimates, and opinions furnished to the appraiser, and contained In the repot were obtained from spaces considered reliable and beievedto be true and career. However, w responsibility Ia accurary of wch items funished to the appraise is assumed bythe appraiser. 7 The appraiser assumes taithere are no hidden aunapparer conditions of the prepay, subsod. or structures, whkhwould render it nowealess valuate Theappratserassumes no responsibllhyfu such condoms, a for engineering orlesing, which migh be requned todiscuver such factors. This appraisal Ism an whitewall assessment of the property and should not be comidered as such. a hone inspector, building comador, smcLral engineer, a similar expert, unless chemise noted. The appraiser developing an opinion of the defined value of the property, given the intended use of Ms assignment. Sctements regarding condition are appraiserdalma no special expense regarding issues fnclutlirg, but net limited to foximaton statement. basement moislue problems, x radon gas, lead based paint, mold or environmental Issues. Unless otherwise indicated mechanical systerns were not activated orteste i, This appraisal report about not be used to disclose the cadHon of the property as it relates W the pesenvlamence of defects, The diem is Invited am encouraged to employ qualified expens W Inspect and address areas of concern. If negative total are discovered, the opinion olvalue may be allected. Unless otherwise noted the appraiser assumes the components that constitute the subject property Improvemengs) are fundamentally sound and In working order Any viewing of the property by the appraiser was limited to readily observable areas. Unless otherwise noted attics am crawl space areas were not accessed. The appraise did not move furniture, tour coverings a Will items that may restrict the Wewirg tithe popery. 9. Appraisals Involving hypothedcalcare tiom related to completion alnewcangmdim, repairs a oteration are based an the assumption that such completion, aAeratim a repairs will be competent] performed. 10. Unless the Intended use of Ws appraisal specifically includes issues of propenyinsurance coverage, this appraisal should not be used la such purposes, Reproduction or Replacement cog figures used In the cost approach are for valuation purposes only, join the intended use of the assignment. The Definition of Value used in Ws assignment is unlikely to be cwsis ent with the definition of Insurable Value for properly insurancecoverageluse, 11. The ACI General Purpose Appraisal Report (GPAR'°) Is not Intended for use In transactions that require a Fannie Mae 1004 /Freddie Mac 70 form, also known as the Uniform Residential Appraisal Report (URAR). Additional Comments Related To Scope G(Work, Assumptions and Limning Conditions Scope of Work: As pan of this assignment, the appraiser has; 1, performed a complete visual Inspection of the Interior and exterior areas of the subject property, 2. Inspected the subject neighborhood 3. researched, verified, and analyzed the data from reliable public tel la private saurrm, 4. reported the analysis, conclusions. and opinions In this appraisal report. C; C Residential Appraisal Report File No. 12.0642 Appraiser's Certification The appralsegsl cenifes that, to she best of the appraiser's knowledge and belief 1. The steemems dfaUc"imd IntNS report ere weand carer. 2 The mpatea analysts, opinions, and conclusion are limited only by the related assumptions and tinting conditions and are the appraiser's personal, imperial. and unbiased professional analyses, opinions, and conclusions. 3. Unless otherwise sated. the appraiser has no Resent or prospective Interest in the propety that is the wbjed of 8is repon and has an Personal interest with respea to the parries Involved. 4. The appraiser has no bas with respell to the property that is the subbed of this repon or to the pang Involved with this assignment. 5. The appraisers engagement In this assignment was cot mndigem upon developing a reporting predetermined result. 6. The appraisers compensation for completing this assignment Is not mangers upon she development or reporting of a predetemined values damson in value that laves the MUSS of the Client, she amount of the value Daimon, the adermenl of a stpulated result, or the omumence of a subsequent event directly related to the Intended use of d8 appraisal. 7. The appraisers analyses, opinions, and condusiom were developed. and this report has been prepared, in conformity Win the Ur lom Standards of Pmfeasional Appraisal Practice. B. Unless otherwise Wed, the appraiser has made a personalimpeclion of the property that is the subject of this repot. 9. Unless noted below, no one provided signirrtam real property appraisal assistance to the appraiser signing this cemf orlon. Signifcam real properly appraisal assiSUMB provided by: Additional canifcatlons: As of the efecive date of the apprelsal, David Aucamp, SRA has met the continuing ed=Uon requlrereend of the Appraisal Institute. Definitionof Value: ❑Market Value ®Other Value: REPLACEMENTCOST Sauce of DefnNon: Apprabal Institute, The 0lNonary of Real Estate Appraisal Fourth Edition Chicapo 2002 Page 147 The estimated cost to cansbud, at anent pricm as of the effective date of the appraisal, a building With utility equivalent to the building being appraised, using modem materials and wnent standards, design, and layout. ADDRESS OF THE PROPERTY APPRAISED: 3524 OLEANDER WAY GULFSTREAM FL 33463 -7422 EFFECTIVE DATE OF THE APPRAISAL JUNE 20, 2012 APPRAISED VALUE OF THE SUBJECT PROPERTY f 545.000 APPRAISER SUPERVISORY APPRAISER Signature : Signature: Name: DAVID AMP SRA Name: Slate Cerlfcblon l Can Res 80368 State Ctatkationa a License a a Lkeme a or Other fdesamel: Stale N: State: State: FIL Expiaton Date of Cents alon or License: Expiration Dale of CeNfmalon or UCense, 11(JN2012 Date of Signature: Date of Signature and Repel: JULY3,2012 Date of Pmpery Viewing: Data of Property Viewing: JUNE 20, 2012 Degree d popety, Mewing: Degree of property viewing: ❑Ideriorand Exteda ❑Etonor Only ❑Oidlmtpersarallyview ® Interim and Eteda ❑Etenor Only ❑ Did rot personally view a..a �JJI[rlr_.'.,.��':'� M. nmmwgiwve...,eaxunn....nmom m�mrprw, °usmono Mmm Ck...es. - ..agamduMwbm PLte, tll NVPa"1 aevtl Pi°W.w MP�I�PtOIt_ ipm6�IDi0 + ° °�• -rte Auwmp. Dellearback 8 Whitney ADDENDUM aient: MR. THOMAS STANLEY Fne No, 12-W2 PmpgrtvAddress' 3524 OLEANDER WAY Cas e No Oty: GULFSTREAM Slate: FL Zlp: 33483 -7422 Legal Description LOT 57, GULF STREAM PROPERTIES NO. 2. PB 18, P 42, TOGETHER WITH THAT PORTION OF THE SOUTH HALF OF THE RIGHT OF WAY OF PANDANUS ROAD LYING NORTH OF AND ADJACENT TO LOT 57, TOGETHER WITH ALL OF THE GRANTOR'S INTEREST, IF ANY, IN EASEMENTS OF ACCESS IN COMMON WITH SIMILARLY SITUATED TO THE ATLANTIC OCEAN AS CREATED AND GRANTED IN DEED BOOK 882, PAGE 398 AND DEED BOOK 884, PAGE 538. Neighborhood Boundaries THE SUBJECT NEIGHBORHOOD LIES NORTH OF GEORGE BUSH BLVD, SOUTH OF WOOLBRIGNT ROAD, EAST OF THE INTRACOASTAL WATERWAY AND WEST OF THE ATLANTIC OCEAN. Neighborhood Description THE SUBJECT IS LOCATED IN THE SMALL OCEAN FRONT TOWN OF GULFSTREAM, WHICH IS SITUATED JUST NORTH OF DELRAY BEACH. THE PROXIMITY TO THE OCEAN AND THE FACT THAT THERE IS NO COMMERCIAL DEVELOPMENT IN THE TOWN MAKE IT APPEALING. HOMES ALONG THE OCEAN ARE ALL REQUIRED TO BE IN A MEDITERRANEAN DESIGN, WHILE HOMES ON THE WEST SIDE OF HIGHWAY A1A ARE NOW REQUIRED TO BE BERMUDA STYLE. THERE IS A TOWN APPEARANCE BOARD THAT REGULATES WHAT CAN BE BUILT IN THE TOWN, KEEPING ITS CHARACTER UNIQUE. LOCAL SHOPPING AND SERVICES ARE ALL LOCATED WITHIN CONVENIENT DRIVING DISTANCE TO THE SOUTH IN DELRAY BEACH OR TO THE NORTH IN BOYNTON BEACH. Appmisw : Sppem5gw, Aaoraiser: Name: DAVIDA CAMRSRA Name' Atl4aiam Pepe 1 d 1 'JBJECT PROPERTY PHOTO ADDENDUM r�ti 4 r r FRONT VIEW OF SUBJECTPROPERTY Appraised Dale: June 2o, 2012 Appraised Value: $ sas,oDo REAR VIEW OF SUBJECTPROPERTY STREETSCENE PmotluvgM Nmv[. ®IN 113]w.wxiwE.mn MII} SITE PLAN C •1 a I •� IW� l J`` �` 'i aOO + A 1 j • 1 I r ! N a ! 1 11 u 21 fit Oil a .: u a Y P O — ' 3998 FAU BLVD, SUITE 300, BOCA RATON, FLORIDA 33431 PH: 581 - BBB -9328 / FAX: 581 - 2414759 a -\ r 1 , it. I t' v 3 hw CSURVEY I :nr sJ G t:x . -xwrn • u ff "� w Yrrrl..u- I nlfY vav •a•f..n a.,- a�wexn ..n.ti UAP OF SOUWARY SURVEY O'SIWA SdFER & 0 '9YEA( 15C .vav lm I I 3998 FAU BLVD, SUITE 3DO, BOCA RATON, FLORIDA 33431 PH: 551 - 895 -8325 /FAX: 581- 241 -4759 jI G t:x . -xwrn • u ff "� w Yrrrl..u- I nlfY vav •a•f..n a.,- a�wexn ..n.ti UAP OF SOUWARY SURVEY O'SIWA SdFER & 0 '9YEA( 15C .vav lm I I 3998 FAU BLVD, SUITE 3DO, BOCA RATON, FLORIDA 33431 PH: 551 - 895 -8325 /FAX: 581- 241 -4759 CFLOODMAP C"11 FloodMap Legend Flood Zones Anef inumla d by S Yeer aaodnp Ann aAnde a IM loo. em sopyew Itewglrn _ Mnvu aids" 1p}Yaw naotinp _ Am. baebtla by lopyew facing vAOvMlQybmrd _ Flim"weft _ Fbedwry wen Mh vebaay hanrd Man of vNebrmYad but pose4b Wakelloeide Amft mat rimpt on wry pWlMd FIaI Flood Information Community. 125109 • GULF STREAM, TOWN OF Property Is In a FEMA special flood hazard area. Property Is Within 250 feet of a FEMA special flood hazard area. Map Number 1251090001D Map Dale: 09rMI992 Panel: 00010 FIPS: 12099 Zwe: AS Nwdmr Tran unalca Flwd Haiwd paninatron (TFHLI am Act make any repnwnb[bna a wwrmwe b enY pwry cmurNnp the content eaaacY a aAnplebr yas imm m pu report. aflaw T any wa Acty al hm s em of th a etMae la a paflbAwany fie e. Nwamf TFNC nM ACI my u w a al o flood! [port ahetl have any Yabhis o my part parry fa enY um a mWw at this hood npoK kr<v1<10a:aa.la!xa �*rxlrVjJ -V zlelzr•1 r LOCATION MAP Client: MR. THOMAS STANLEY File No.: 12-0642 Property Address: 3524 OLEANDER WAY Case No.: City: GULFSTREAM State: FL ZIP: 334834422 s 3 < Dock Or m ' Ruthmary Ave ° N r Bay Or Cedar Or y ?3rd Ave Cardinal Orm a Scrv.ew A.e O _ ' iAtA Surf Rd 0 ael Al, Cr 3 41 Saint Andrews Club nN Jaycee Park Gulfstream Park tJ_ v Little Club Rd ` ,,••,�Eli r=J a 3 o` I Circle U � o a ss«y t' o The Little Club Z a dp o Sea Rd j m ro a`0, Aalmo 6d Subject Old 3524 Oleander Way Delray Beach, FL 33483 �AIA� a Chukker Rd a-y.„ Rd 3 0 o ca Turner Rd n° M E O e a m u , N 3 o x u - o Palm Way flvaem Rd Midd;e Rd Golfview Or Orchid In r. Indigo pt A G C vo/ 14'J a .. 6719 i[J7E1 J.SIU �27I11.:�cfs��C C:.1 }:,ruS:.n n 0.4 mie I , 1 3998 FAU BLVD, SUITE 300, BOCA RATON, FLORIDA 33431 PH: 561- 998 -93261 FAX 561- 2413759 MODRET SUMMARY OF RESULTS PROJECT NAME: SOUTHEAST SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00061 50.33 2.543 0.00060 0.00 0.00058 52.14 2.533 0.00057 0.00 0.00056 53.94 2.523 0.00055 0.00 0.00054 55.75 2.514 0.00053 0.00 0.00052 57.55 2.505 0.00051 0.00 0.00050 59.36 2.497 0.00049 0.00 0.00048 61.17 2.489 0.00047 0.00 0.00046 62.97 2.481 0.00045 0.00 0.00045 64.78 2.473 0.00044 0.00 0.00043 66.58 2.466 0.00042 0.00 0.00042 68.39 2.459 0.00041 0.00 0.00040 70.19 2.452 0.00040 0.00 0.00039 72.00 2.445 0.00 E:--- I I Maximum Water Elevation: 3.542 feet @ 1.57 hours Recovery @ 4.160 hours * Time increment when there is no runoff Maximum Infiltration Rate: 3.943 ft/day Analysis Date: 6/19/2012 MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME : NORTHEAST SWALE POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /Exfiltration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 6/19/2012 0.00 ftz 350.00 ft3 21.90 -0.50 ft 2.00 ft 3.30 ft 3.30 ft 3.80 ft 0.15 40.80 ft/d 2.00 27.20 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: NORTHEAST SWALE STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.23 0.00 1 1.00 350.00 2 1.81 0.00 3 1.81 0.00 4 1.81 0.00 5 1.81 0.00 6 1.81 0.00 7 1.81 0.00 8 1.81 0.00 9 1.81 0.00 10 1.81 0.00 11 1.81 0.00 12 1.81 0.00 13 1.81 0.00 14 1.81 0.00 15 1.81 0.00 16 1.81 0.00 17 1.81 0.00 18 1.81 0.00 19 1.81 0.00 20 1.81 0.00 21 1.81 0.00 22 1.81 0.00 23 1.81 0.00 24 1.81 0.00 25 1.81 0.00 26 1.81 0.00 27 1 1.81 0.00 Analysis Date: 6/19/2012 28 1.81 0.00 29 1 1.81 1 0.00 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 2.000 0.000 0.00000 0.00 2.000 0.07581 0.06133 1.23 3.412 0.04684 0.00 0.02546 2.09 3.300 0.02004 0.00 0.01462 4.86 3.038 0.01239 0.00 0.01015 6.67 2.943 0.00893 0.00 0.00771 8.49 2.872 0.00694 0.00 0.00617 10.30 2.814 0.00565 0.00 0.00512 12.12 2.766 0.00474 0.00 0.00435 13.93 2.726 0.00406 0.00 0.00377 15.75 2.690 0.00354 0.00 0.00331 17.56 2.659 0.00313 0.00 0.00294 19.38 2.632 0.00279 0.00 0.00264 21.19 2.607 0.00251 0.00 0.00239 23.00 2.585 0.00228 1 0.00 Analysis Date: 6/19/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00218 24.82 2.565 0.00209 0.00 0.00200 26.63 2.546 0.00192 0.00 0.00184 28.45 2.529 0.00177 0.00 0.00171 30.26 2.513 0.00165 0.00 0.00159 32.08 2.498 0.00153 0.00 0.00148 33.89 2.484 0.00143 0.00 0.00139 35.71 2.471 0.00134 0.00 0.00130 37.52 2.459 0.00126 0.00 0.00122 39.34 2.448 0.00118 0.00 0.00115 41.15 2.437 0.00112 0.00 0.00109 42.97 2.427 0.00106 0.00 0.00103 44.78 2.417 0.00100 0.00 0.00098 46.60 2.408 0.00095 0.00 0.00093 48.41 2.400 0.00091 0.00 Analysis Date: 6/19/2012 1 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00088 50.22 2.391 0.00086 0.00 0.00084 52.04 2.384 0.00082 0.00 0.00080 53.85 2.376 0.00079 0.00 0.00077 55.67 2.369 0.00075 0.00 0.00074 57.48 2.362 0.00072 0.00 0.00071 59.30 2.355 0.00069 0.00 0.00068 61.11 2.349 0.00066 0.00 0.00065 62.93 2.343 0.00064 0.00 0.00062 64.74 2.337 0.00061 0.00 0.00060 66.56 2.332 0.00059 0.00 0.00058 68.37 2.326 0.00057 0.00 0.00056 70.19 2.321 0.00055 0.00 0.00054 72.00 2.316 0.00 Maximum Water Elevation: 3.412 feet @ 1.23 hours Recovery @ 2.087 hours * Time increment when there is no runoff Maximum Infiltration Rate: 7.569 ft/day Analysis Date: 6/19/2012 e MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: NORTH SWALE POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 6/19/2012 0.00 ftz 830.00 ft3 30.00 -0.50 ft 2.00 it 4.30 ft 4.30 ft 5.30 ft 0.15 40.80 ft/d 2.00 27.20 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: NORTH SWALE STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.41 0.00 1 1.00 830.00 2 1.81 0.00 3 1.81 0.00 4 1.81 0.00 5 1.81 0.00 6 1.81 0.00 7 1.81 0.00 8 1.81 0.00 9 1.81 0.00 10 1.81 0.00 11 1.81 0.00 12 1.81 0.00 13 1.81 0.00 14 1.81 0.00 15 1.81 0.00 16 1.81 0.00 17 1.81 0.00 18 1.81 0.00 19 1.81 0.00 20 1.81 0.00 21 1.81 0.00 22 1.81 0.00 23 1.81 0.00 24 1.81 0.00 25 1.81 0.00 26 1.81 0.00 27 1.81 0.00 Analysis Date: 6/19/2012 28 1.81 0.00 29 1 1.81 1 0.00 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (ds) AVERAGE INFILTRATION RATE (ds) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 2.000 0.000 0.00000 0.00 2.000 0.16639 0.13335 1.41 4.487 0.10031 0.00 0.05778 2.15 4.300 0.04481 0.00 0.03184 5.03 3.783 0.02669 0.00 0.02153 6.84 3.614 0.01879 0.00 0.01606 8.65 3.488 0.01438 0.00 0.01269 10.46 3.388 0.01155 0.00 0.01041 12.27 3.307 0.00959 0.00 0.00877 14.08 3.238 0.00816 0.00 0.00755 15.89 3.179 0.00707 0.00 0.00660 17.70 3.127 0.00622 0.00 0.00584 19.51 3.081 0.00554 0.00 0.00523 21.32 3.040 0.00498 0.00 0.00473 23.13 3.003 0.00452 0.00 Analysis Date: 6/19/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00431 24.94 2.969 0.00413 0.00 0.00394 26.75 2.938 0.00379 0.00 0.00363 28.56 2.909 0.00350 0.00 0.00336 30.37 2.883 0.00324 0.00 0.00312 32.18 2.859 0.00301 0.00 0.00291 33.99 2.836 0.00281 0.00 0.00272 35.80 2.814 0.00263 0.00 0.00255 37.61 2.794 0.00247 0.00 0.00239 39.42 2.776 0.00232 0.00 0.00225 41.23 2.758 0.00219 0.00 0.00212 43.04 2.741 0.00207 0.00 0.00201 44.85 2.726 0.00196 0.00 0.00190 46.66 2.711 0.00186 0.00 0.00181 48.47 1 2.696 1 0.00177 0.00 Analysis Date: 6/19/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: NORTH SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (ds) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00172 50.28 2.683 0.00168 0.00 0.00164 52.09 2.670 0.00160 0.00 0.00157 53.90 2.658 0.00153 0.00 0.00150 55.71 2.646 0.00146 0.00 0.00143 57.52 2.635 0.00140 0.00 0.00137 59.33 2.624 0.00135 0.00 0.00132 61.14 2.614 0.00129 0.00 0.00127 62.95 2.604 0.00124 0.00 0.00122 64.76 2.594 0.00120 0.00 0.00117 66.57 2.585 0.00115 0.00 0.00113 68.38 2.576 0.00111 0.00 0.00109 70.19 2.567 0.00107 0.00 0.00105 72.00 2.559 0.00 Maximum Water Elevation: 4.487 feet @ 1.41 hours Recovery @ 2.151 hours * Time increment when there is no runoff Maximum Infiltration Rate: 13.882 ft/day Analysis Date: 6/19/2012 SOIL AND ROCK CLASSIFICA'nON CRITERIA SAND /SILT CLAYISILTY CLAY 19-VALUE RF.L.ITIV'E S -VALUE r UNCONFINED CONM (bpf) DENSITY ibp0 iTRF.N9;THQsI) CONSISTENCY 0 4 Very Lnou •fiat v Sob 5 -10 1.Oo5C 2 4 025 0.50 Sao 11 29 __ - -- ___........... Med um 5 -8 ........... .....; 050 -IGo Medium ..1...... ... __._.. ...._ ...._...._... ......... -_ FO' -99 Qcnsa 9 Iv LDU 2.011 Safi 'U Very delve 16 -30 2A0 400 Stiff 1 100 -� Rrtusal i30 41.00 Hard ROCK V VALUE REI ATIVE I Vi i) HARDNESS ROCK CHARACTERISTICS M 100 Hanl •n v hard Local rock rennauons vary in :a: Jness from sort to very hard wAin short verti• 7 .,I..,...... ]S N < 100 ._ AIR innitard to hard call aid horizontal distances and cfla• coctain rtlriul solution holes of 3 to 36 .......____........_— .......... .' 1'ch dirmmtt to varying de:nlis and hor.'zortal solemn Icarnes. Rack utay be 5S'N S 25 Sa r to mediurn'=J 69 nlr to spF.t spun impact, but more mislant W r<C39'91iOn. PARTICLE SIZE DFSCRYP ION AtODIFIERS Boulder ',12 in. 0 J. /. Slight trace Cobble I to 12 in 6- 10 YS 'r=c Cruvcl .1.76 nun to 3 in. I i ]Alb Little Sand 0.074 mono 4.76 mm 21 W n Some Silt 0015 rnin to 0.07: nim >35afi And Clare AU.U05 mm Mailer alvlalvlu s' - wl. 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Iir F u oll 1 la 4'uX oM -. are 10 is •v so YJ ii n PA In ' ploll0r. maaticnrl 'Imvje oir.l' ' 1y11M1 } yy -- EY n Pro of mMJ0k4o alwkmN A'e0 I PkalRhy Charl ') nu Ps aMIL..I.rw llaulrNlrfJ ��aa��Il r,yyrlYLY•rr.re' X 3 m Now W m 3 m 6 o u FW L % 7 NO E % S m NOW Z rl U W C H 5m 3 m ri H C F C % H N E W N N w m W 7HW ma x N S N d W W rnw H N a ai O m X N E O• d W C O�W +i N C ++ W m 3 % w u N rnw E N Y m E o� u -H N t FN m x N E 0 N H E +i N 0 0 i� z x OHm000000 m r N o o 0 o o o r N O o O O O o o m m m 0 0 0 0 0 0 N P r O 0 o 0 o 0 mmr000000 m P P O O O O O O rl '1 rl 4 ONOHWmmm m r MWm N N m O m o N r N O m O N O rl O m m 9O1dO O.CNPrOrc 000mmr0oo N N N m P V N N N mmm000000 .ywH mmm P P P 000mmmmmm 000000000 .d.i HOoo000 000000000 000000000 O O O O O o O O O 000000000 000000000 N N N N N N N N N 000000000 000000000 000000000 m mmmmmmmm N N N N N N N N N OH00o0000 000000000 444444444 P P S P P S P P S N N P N N P N N P Na4.zraa.aNra ON'NONNO N'N .dN m.dN m.iNm w w w W W w w w w 444444444 mmmmmmmmm HHHN'NN azzmommmo mmmm�m]�m7 N E- N G a 000awa mmm G w 0 d 0. MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: SOUTHEAST SWALE POLLUTION VOLUME RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond /ExfiItration Trench Hydraulic Control Features: Groundwater Control Features - Y/N Distance to Edge of Pond Elevation of Water Level Impervious Barrier - Y/N Elevation of Barrier Bottom Analysis Date: 6/19/2012 0.00 ftz 190.00 ft3 11.90 -0.50 ft 2.00 ft 3.30 ft 3.30 ft 3.80 ft 0.15 16.34 ft/d 2.00 10.88 ft/d 0.20 1.00 Top Bottom Left Right N N N N 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N 0.00 0.00 0.00 0.00 MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: SOUTHEAST SWALE STRESS PERIOD NUMBER INCREMENT OF TIME (hrs) VOLUME OF RUNOFF (ft3) Unsat 0.57 0.00 1 1.00 190.00 2 1.81 0.00 3 1.81 0.00 4 1.81 0.00 5 1.81 0.00 6 1.81 0.00 7 1.81 0.00 8 1.81 0.00 9 1.81 0.00 10 1.81 0.00 11 1.81 0.00 12 1.81 0.00 13 1.81 0.00 14 1.81 0.00 15 1.81 0.00 16 1.81 0.00 17 1.81 0.00 18 1.81 0.00 19 1.81 0.00 20 1.81 0.00 21 1.81 0.00 22 1.81 0.00 23 1.81 0.00 24 1.81 0.00 25 1.81 0.00 26 1.81 0.00 27 1.81 0.00 Analysis Date: 6/19/2012 28 1.81 0.00 29 1 1.81 1 0.00 MODRET SUMMARY OF RESULTS PROJECT NAME: SOUTHEAST SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 00.00-0.00 2.000 0.000 * 0.00000 0.00 2.000 0.02024 0.01734 1.57 3.542 0.01445 0.00 0.01113 3.38 3.351 0.00902 0.00 0.00691 4.16 3.300 0.00599 0.00 0.00507 6.99 3.146 0.00455 0.00 0.00402 8.80 3.077 0.00368 0.00 0.00333 10.60 3.020 0.00309 0.00 0.00284 12.41 2.972 0.00266 0.00 0.00247 14.21 2.929 0.00233 0.00 0.00219 16.02 2.892 0.00207 0.00 0.00196 17.83 2.859 0.00186 0.00 0.00177 19.63 2.828 0.00169 0.00 0.00161 21.44 2.801 0.00154 0.00 0.00148 23.24 2.775 0.00142 0.00 Analysis Date: 6/19/2012 MODRET SUMMARY OF RESULTS PROJECT NAME: SOUTHEAST SWALE CUMULATIVE TIME (hrs) WATER ELEVATION (feet) INSTANTANEOUS INFILTRATION RATE (cfs) AVERAGE INFILTRATION RATE (cfs) CUMULATIVE OVERFLOW (ft3) 0.00136 25.05 2.752 0.00131 0.00 0.00126 26.85 2.731 0.00122 0.00 0.00118 28.66 2.710 0.00114 0.00 0.00110 30.47 2.692 0.00106 0.00 0.00103 32.27 2.674 0.00100 0.00 0.00097 34.08 2.658 0.00094 0.00 0.00091 35.88 2.642 0.00088 0.00 0.00086 37.69 2.627 0.00084 0.00 0.00081 39.50 2.613 0.00079 0.00 0.00077 41.30 2.600 0.00075 0.00 0.00073 43.11 2.588 0.00072 0.00 0.00070 44.91 2.576 0.00068 0.00 0.00067 46.72 2.564 0.00065 0.00 0.00064 48.52 2.553 0.00062 0.00 Analysis Date: 6/19/2012 Geotechnical & Construction Materials Engineering, vnIng, & Inspection Environmental Services TDLENnusainne"ers Ofttdes throughoutlne stale of Florida ofndrida Inc. l Establisned 1967 www nuttingengineers.com info ®nuxingengineers.com }bur Project 1sGur Commitment Client Project-. Location: Test: Surface Elevation: Casing Diameter: Tube Depth: Report of Exfiltration Test Approx. @ Road Crown 6" R IriTER3 surface: ground Order No 16400.1 Report No 1 Date: 6/11112 3 5' One Pump Rate EXFIL NO. 1 Minute inGal/Min Increme Sample Location: Approx. 25' W and 10' N of SE property corner Material: 0-4" 4 " -2' 2' -4' 4' -8' K = 4.86 x 10$ cfs /ft2ft.head Dk. gray quartz fine sandy TOPSOIL Brown medium to coarse grain beach SAND Brown fibrous PEAT Dk. gray quartz fine SAND and root fibers r4 47 Z- 1310 NEPTUNE DRIVE - BOYNTON BEACH, FLORIDA 33426 •561 - 7364900 • FAX 561- 737 -9975 Treasure Coast 772408 -1050 Broward 954 - 941 -87n0 Nliami Dnde 305 -824 -0060 ow Ig Goolechnical & Construction Materials uttin Engineering Testing, & Inspection EEnvironmental Services ngineersOffices throughout toe state at Florida of Florida Ind. I Established 196.' www.nutlingenginears.com infoQnultingenAneers.com Your0roject / sour Commttment ClienC Project: Location: Test. Surface Elevation: Casing Diameter. Tube Depth: Report of Exfiltration Test Tom Stanley.,,_„ __ Approx. @ Road Crown 6" 6' Order No 16400.1 Report No 2 Date: 6111/12 Water table from ground surface: 3.5' One Pump Rate EXHL N0. 2 Minute In Gal /Min Increme Sample Location: Approx. 110'S. and 10' E. of NW pro; ertv corner Material: 0 -1' 1' -1.5' 1.5' -3' T -6' K= 7.66 x 10 "5 cfs /f?ft.head Dk. gray quartz fine sandy TOPSOIL Brown quartz medium silty SAND Dk. brown fibrous PEAT Dk. gray quartz fine SAND and root fibers 1310 NEPTUNE DRIVE • BOYNTON BEACH, FLORIDA 33426 •561- 736 -4900 • FAX 561 -737 -9975 Treasure Coast 772 -408 -1050 Rroward 954 - 941 -5700 Miami Dade 305-824 -0060 LIMYTA'rIONS OF LLkBLILITY WARRANTY We warranty that the services performed by Nutting Engineers of Florida, Inc. are conducted in a marner consistent with that level of care and skill ordinarily exercised by members of the profession in uur area currently practicing under similar conditions at the limy. our services were performed. No other warranties, expressed or Implied, are made. White the services of Nutting Engineers of Florida, Inc. are a valuable and integral part of the design and construction learns, we do not warrant, guarantee or insure the quality, completeness, or satisfactory performance of designs, construction plans, specifications we have not prepared, nor the ultimate performance of building site materials or assemblylco nstruetio n. SUBSURFACE EXPLORATION Subsurface exploration is nurmally accomplisird by test borings; test pits are sometimes employed. The method of determining the boring location and the surface elevation at the boring Is rotod in the report. This information is represented In the soil boring logs and /or a drawing. The location and elevation of the borings should be considered accurate only to the degree inherent with the method used and may be approximate. The so 'I boring log includes sampling information., descript'orf of the materials recovered, approximate depths of boundaries between soil and rock strata as encountered and immediate depth to water data. The log represents conditions recorded specitically at the location where and when the buring was made. Site conditions may vary through time as will subsurfacn conditions. The. boundaries between different soil strata as encountered are indicated at specific depths; however, these depths are In fact approximate and dependent upon the frequency of sampling, nature and consistency of the respective strata. Substantial variation between soil borings may commonly exist in subsurface conditions. Water level readings are made at the time and under conditions slated on the boring logs. Water levels change with time, precipitation, canal level, local well drawdown and other factors. Water level data pmvidrd on soil borng logs shall not be relied upon for groundwater based design or construction considerations, LABORATORY AND FIELD TESTS Tests are performed in general accordance with specific. ASTM Standards unless otherwise indicated. All criteria Included in a given ASTM Standard are not always required and performed. Each test baring report indicates the measurements and data developed at each specific test location. 143u ing a mneers ktiu?�+I�n m nw rarmL�e'r EN ANALYSIS AND RECOATM1TENDATIONS The geotechnical report is prepared primari.y to aid in the design of site work end Structural Inundations. Although the information in the report is expected to be sufficient for these pl-:poses, 't shall not be utilized to determine the cost of crnstruction nor to stand alone as a constn:ctlon specification. Contractors shall verify subsurface conditions as may be appropriate prior to underlaking subsurface work. Report recommendations are based primarily on data from test borings made at ,he locations shown on the test boring reports. Soil variations commonly exist between boring IOUatlens. Suuh variations may net become evident until construction. Test pits sometimes provide valuable supplemental information that derived from soil borings. If variations are then noted, the geotechnical engineer shall be contacted in writirg immediately so that field conditions can be examined and recommendations revised if necessary The geotechnical iepait slates our understanding as to the location, dimens'ons and structural features proposed for the site. Any significant changes of the site improvements or site conditions must be communicated in writing to the geotechnical engineer immediately so that the geotechnical analysis, conclusions, and recommendations can be. reviewed and appropriately adjusted as necessary. CONSTRUC'CION OBSERVATION Construction observation and testing is an important etement of geotechnical services. The geoterlmnirnl engineer's field representative (G.E.F.R.) Is the "ovmers representative" observing the work of the contractor, performing tests and reporting data from such tests and observations. Tire geotechnical engineer's field representative does not direct the contractors construction means, methods, operations or personnel. The G.E.F.R does not interere with the relatiorsh'p between the owner and the contractor and. except as an observer, does not become a substitute owner on site. The G.E.F.R, is responsible for hislhrr safety, but has no respons'btlity for the safely of other personnel at the site. 'I'ha G.E.F.R. Is an important member of a team whose responsibility is to observe and lest the work being done and report to the owner whether that work is being carried out in general conformance with the plans and specifications. The enclosed report may be relied upon sorely by the named client. o1W SN06KiN 'W! 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