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08-0500 Reeve
CITY OF TYBEE ISLAND ��1" BUILDING PERMIT DATE ISSUED: 12-17-2008 PERMIT#: 080500 WORK DESCRIPTION FOOTING&FOUNDATION ONLY WORK LOCATION 3 SHIRLEY RD OWNER NAME SYLVIA REEVE ADDRESS PO BOX 15844 CITY,ST,ZIP SAVANNAH GA 31416 PHONE NUMBER 547-7302 CONTRACTOR NAME FIDELITY CONSTRUCTION,INC. ADDRESS PO BOX 15844 CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $962.50 PROPERTY IDENTIFICATION# PROJECT VALUATION $20,000.00 TOTAL BALANCE DUE: $962.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org GEdRcHA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION December 9, 2008 ,P Howard Reeves #1 Shirley Road Tybee Island, Georgia 31328 RE: Letter of Permission (LOP), Howard Reeves, Lots 44 and 45,#1 and#3 Shirley Road, Relocate a House within the State's Shore Protection Jurisdiction Area, Atlantic Ocean, Tybee Island, Chatham County, Georgia Dear Mr. Reeves: This Letter of Permission responds to your recent request to relocate an existing house on Lot 45 to Lot 44, Shirley Road, Tybee Island, Georgia. Currently, the existing house is within the states' jurisdiction and is landward of the toe of the most landward dune. The house will be moved landward onto Lot 44 and out of the state's jurisdiction. The request includes the relocation of the house landward to Lot 44 and removal of the existing foundation. Any holes on Lot 45 will be filled with dirt from Lot 44 and restored to its present grade. The dune line has been marked by DNR staff and will be identified on site with a row of silt fence to keep construction out of the area. No construction is proposed in the dunes. Any incidental impacts to the dunes will be restored to their natural state. The Department authorizes the relocation of the house and restoration of the lot as depicted in the attached description and drawing. Any change in the use, location, dimensions, or configuration of the approved project without prior notification and approval from this office could result in the revocation of this LOP and in required removal of the materials and related structures. This Letter of Permission is not meant to exempt the above referenced activity from future environmental law and is always subject to the use and enjoyment of the waterways by the public. No construction materials or debris may be placed, disposed of, or stored in jurisdictional areas. Any incidental impacts associated with this project must be rectified by fully restoring areas to their pre-construction topographic and vegetative states. This project must comply with all other Federal, State, and local statutes, ordinances and regulations. Feel free to contact Ann Thran at 912-617-6310 if you have any questions or concerns with this project or any future projects. ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520 (912) 264-7218 FAX: (912) 262-3143 CoastalGaDNR.org Howard Reeves, Shirley Road LOP December 9,2008 Sincerely, Brad Gane Assistant Director Ecological Services Section Enclosures: Project Description and Drawings cc: ,f Brannyn Allen City of Tybee Island P.O. Box 2749 Tybee Island, Georgia 31328 BG/at Dec-16-2008 03:49pm From-CRD ECOLOGY +9122623131 T-087 P.002/003 F-238 J GEOKOA rinED�� DEPARTMENT 01 NATURAL KESOIJ RCES COASTAL,RESOURCES IJIVISION December 9, 2008 • Howard Reeves #1 Shirley Road Tybee Island, Georgia 31328 RE: Letter of Permission (LOP),Howard Reeves, Lots 44 and 45,#1 and#3 Shirley Road, Relocate a House within the State's Shore Protection Jurisdiction Area,Atlantic Ocean,Tybee Island,Chatham County,Georgia Dear Mr.Reeves: This Letter of Permission responds to your recent request to relocate an existing house on Lot 45 to Lot 44, Shirley Road,Tybee Island,Georgia. Currently,the existing house is within the states' jurisdiction and is landward of the toe of the most landward dune.The house will be moved landward onto Lot 44 and out of the state's jurisdiction. The request includes the relocation of the house landward to Lot 44 and removal of the existing foundation. Any holes on Lot 45 will be filled with dirt from Lot 44 and restored to its present grade.The dune line has been marked by DNR staff and will be identified on site with a row of silt fence to keep construction out of the area.No construction is proposed in the dunes. Any incidental impacts to the dunes will be restored to their natural state. The Department authorizes the relocation of the house and restoration of the lot as depicted in the attached description and drawing. Any change in the use,location,dimensions, or configuration of the approved project without prior notification and approval from this office could result in the revocation of this LOP and in required removal of the materials and related structures. This Letter of Permission is not meant to exempt the above referenced activity from future environmental law and is always subject to the use and enjoyment of the waterways by the public.No construction materials or debris may be placed, disposed of,or stored in jurisdictional areas.Any incidental impacts associated with this project must be rectified by fully restoring areas to their pre-construction topographic and vegetative states.This project must comply with all other Federal, State, and local statutes,ordinances and regulations. Feel free to contact Ann Thran at 912-617-6310 if you have any questions or concerns with this project or any future projects. ONE CONSERVATION WAY ° BRUNSWICK,GEORGIA 31520 (912) 264-7218 • FAx! (912) 262-3143 ^ CoastalGaDNR_org Dec-16-2008 03:49am From-CRD ECOLOGY +9122623131 T-087 P.003/003 F-238 Howard Reevcs,Shirley Road LOP December 9,2008 Sincerely, Brad Cane Assistant Director Ecological Services Section Enclosures: Project Description and Drawings cc: Brannyn Allen City of Tybee Island P.O.Box 2749 Tybec Island, Georgia 31328 BG/at CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT ss. Location: L -f — 9-1 ;,/ Rom) PIN # NAME ADDRESS TELEPHONE Owner S \t/� (1� ee✓C- PC.P7Dy1CdLy -5141� �t2 TV> I.;ot Architect or Engineer ✓Building 63o• F Contractor i�1el;�y (0.,,-t -5141(,,, 9 fL 54'7 7302_, (Check all that apply) ❑ Repair ❑ Residential ❑ Footprint Changes ,M Renovation ❑ Single Family ❑ Discovery Minor Addition ❑ Duplex ❑ Demolition ❑ Substantial Addition n Multi-Family ❑ Other ❑ Commercial Details of Project: Fo o+1 hn 9- FoL, d a o Ne. o Pc.I ✓ stimated Cost of Construction: $ 2 c9)£o Construction Type (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood &Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space (total sq. ft.) #Off-street parking spaces Trees located & listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) # Stories Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: /On-site restroom facilities will be provided through ( / )(.9,,.> • ✓ On-site waste and debris containers will be provided by Construction debris will be disposed by Woo W ac `tc� by means of I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore dr.inage im .'red by this permitted construction. 1/Y1 ✓Date: /26 /00 'Signature of Applicant: / ,j Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date FEES Zoning Administrator Permit I Jam, Code Enforcement Officer 44.6.4 rt., /6—0E( Inspections 6o, Water/Sewer 0 Water Tap �'/uf4 Storm/Drainage _ Sewer Stub - Inspections c Aid to Const. ., 4,;<9 Ih City Manager JOT : I,v A-' se., ✓ 9- a TOTAL C n be. Tp x,3-mac d ,(/r toe z.7170 Lb T' - 1 a &eorJc ���sc �,¢��?�✓ '. . Plzoxie__ aew_ /(lee.d5 7z) 7 DM OF NATURAL ,�gEE+i�. c 3 RESOURCES �y�. 446 GEORGIA Permit Acknowledgement of Asbestos/Environmental Notification to Georgia EPD for Projects Involving Demolition,Wrecking, or Renovation The undersigned hereby acknowledges that the issuance of this permit does not in any way grant permission to the owner, owner's representative, or permit holder to proceed with demolition, wrecking, or renovation of a structure prior to the filing of any required ten (10) day "Project Notification for Asbestos Renovation Encapsulation or Demolition" form in accordance with the Georgia Asbestos Rules. The Georgia Environmental Protection Division administers the rules. In most cases, the rules require both the owner and the involved contractors to assure the portion of the building involved in the project is thoroughly inspected by an Accredited Asbestos Inspector for materials that contain asbestos; and the removal of the asbestos before renovation, wrecking, or demolition begins almost without exemption. Georgia EPD requires a completed demolition notification from be submitted 10 workings days in advance even if no asbestos is present in the building. Further guidance for regulatory compliance and contact telephone numbers are provided by the brochures entitled Asbestos & Renovation and Asbestos and Demolition. Other environmental issues such as asbestos removal techniques, lead abatement, ground contamination, or unusual site conditions may have EPD regulations that could affect the project. I\ )2er Undersigned Date Owu✓o _ ec ✓C' ,-- Printed Name Office Use Only: Project Address: Permit Number: MapIT,by BinaryBus http://www.sagis.org/app/default.htm SAG IS L Color Selection 0 HELP Property Analysis Tools CI Map Tools 12111 n 4 ® i mi0 o 6 Property Information -- L. Email this property * JA �' * .s ` . Parcel ID: 4-0006-06-001 ,14 'we io� ' -a• a Owner Name: REEVE SYLVIA G ; '�` (rg Property ertyCard CLICK HERE a ' Y '-� ( �� (s., FAd..; PropertyAddress: SHIRLEY RD 000001 •:. ( r14'' 6 , pr Zoning: R-2 Qa .: i., ( C f24 4 }may Flood Zone: TYB 1} • 1► " f `10 Aldermanic Code: Unincorporated Chatham County 12 } rah• 4 ( 13 ,(3 ., q„ D Commissioner Patrick K.Farrell ? 0 Code: Phone:355-6699 2+ (ay , (3 Zip Code: 31328 S , 13 Neighborhood '�C` ..,� (3} me- 02020400 It.; a... �,+, ; (t} r. -. *-7445 iF Code: 6 .1= { ,y Calculated 0.33 ,15 +- Acreage: 7. Land Value: $2,298,000 �� (iv r (7. ' 1410 f (to 15 1 ,TT "! Building Value: $265,000 1.1 (s} Real-estate Value: $2,563,000 3 (2) + `-.13nc 14 Sale Price: $2,650,000 Sale Date: Selected Property:4-0006-06-001 D D/MM/YYYY 01/02/2007 kd Property Search Results Market Analysis Results LOTS 44 45&EXT OF BEACH - ADDRESS SEARCH:1 SHIRLEY Information CI E..._ Select the Map option to view property details 10 — b — D cP Disclaimer: REC PARCEL# OWNER This website is a public resource of general information. 1 IMO I 4-0006-06-001 1 REEVE SYLVIA G SAGIS makes no warranty,representation or guaranty as the content,sequence,accuracy,timeliness or i Records 1 to 1 of 1 completeness of any of the database information provided herein.The reader should not rely on the data 1 0-o 6-t78 provided herein for any reason.SAGIS explicitly disclaims any representations and warranties,including, without limitation,the implied warranties of •,rvs. mgt• • marchantability and fitness for a particular purpose.The () 1 sales information provided here is current to December .5 I o'�"I t++•+ '. (-1-. : S h o LAJ 31,2007.There is not guarantee,direct or implied,as to the completeness,content or accuracy of the data.For ' S t■.;r I QAA 7Z. d . , j s 0 V\3 •1+j 6"P, the official information please contact the Chatham o 11 County Board of Assessors. d oy,42.d aid 0. kO J se_ Q J'F- ter, ec'4-% ar-4- Pease) proO%cie..- a. ! '''"-- A I 19 dr Y1 a OS A- VI V/vs. ber, Savannah Area Geographic • n B stem �h a r.lc S -r`42..*N na.. L)4-4-0 1 of l 10/6/2008 8:28 AM MapIt http://www.sagis.org/app/mapit.asp SAGIS !Color Selection 111 HELP Property Analysis Tools ci Map Tools t'© ® ' i o !,i Af Map Size • Property Information : Email this property .4 e?, - (ti L' `� eF F #o f )07 f7s Parcel ID: 4-0006-06-001 96 a Owner Name: REEVE SYLVIA G ('Cr P- 5 "5 R Llrok erty Card CLICK HERE 6?L 7 r:i / vV Property Address: SHIRLEY RD 000001 c�� �r3g RQ 6 a' `"";7;>;r(?..-2,,,,, / •Zoning: R-2 r� co raa r°5 rsy j k' (2a er.r ° .4R Flood Zone: VE 21 AE 11 U r')3u c so a /f //, tt R r,s Aldermanic Code: Unincorporated Chatham County 2 k ,�� AE 13 AE 14 rss i j / - 4 AE 12 u / r23, en _,, r4,$ t VE 15 jj. 1 VE 18 Commissioner Patrick K.Farrell so iG ra.; 48` '4 VE 1E j VE 17 i Code: Phone:355-6699 �. t'e6 r2.ry roc? Zip Code: 31328 rs) .0 ? 16 Neighborhood 'it' (3i 45? /+ e>> Code: 02020400 I ea rAss, ' eo u, 4; 640 rt fi; a 15! r Calculated 5 ? is ffit 033 Acreage: ha Land Value: $2,298,000 ,'` r(78 >4 e° rs, r xi so I,01 15 - R Building Value: $265,000 t S It >e 9 k 13 127 - fr> iB t,i6.A, .ti Real-estate Value: $2,563,000 7 ao r� t6 are,' t3AC 1i Sale Price: $2,650,000 Sale Date: Selected Property:4-0006-06-001 0 r r 60 ft DD/MYYYY 01/02/2007 M/ la Property Search Results Le Market Analysis Results 1:1).,Property Comparison Results LOTS 44 45&EXT OF BEACH ADDRESS SEARCH:SHIRLEY Ma= Print Information el Select the 11128111 option to view property details Disclaimer: REC PARCEL# OWNER ADDRESS is website is a public resource of general information. 1 Map I 4-0006-06-005 I SCHMITT MARY E QUALIFIED PERSO I SHIRLEY RD 000000 AGIS makes no warranty,representation or guaranty =s the content,sequence,accuracy,timeliness or 2 Map I 4-0006-06-002 I SLO11N NANCY L I SHIRLEY RD 000000 •mpleteness of any of the database information •rov ded herein.The reader should not rely on the data 3 IZZIIII I 4-0006-06-001 I REEVE SYLVIA G I SHIRLEY RD 000001 •rovided herein for any reason.SAGIS e>q>licity •iscaims any representations and warranties,including, 4 Map I 4-0006-06-006 I JOLYCHRISTIAN M&SUSAN ARDEN I SHIRLEY RD 000013 'thou(limitation,the implied warranties of robs((ability and fitness for particular purpose.The 5 113131 I 4-0006-06-007 I MATHEWS FRANK C JR I SHIRLEY RD 000015 ,ales information provided here is current to December G-co p. tene s,not guarantee,direct ft implied,as to Map I 4-0006-06-008 I WALLER MARK E I SHIRLEY RD 000017 •completeness,content or accuracy of the data.For 6 •official information please contact the Chatham ounty Board of Assessors. 7■M�atp� 2-0116-12-012I BENNETT TERRENCE I SHIRLEY DR 002304 8�iiyall I 2-0116-12-013 I DUGGAN WILLENE DAVIS I SHIRLEY DR 002306 9 I 2-0116-12-014 I BANKSTON JESSE E&PATRICIA M I SHIRLEY DR 002312 Savannah Area Oecosphic 10 Map I 2-0116-13-003 I PAPAGIANNOPOULOS JOHN G& I SHIRLEY DR 002313 =Mil k PreY10'r':'- Records 1 to 10 of 35 =MB WIDE= ©Copyright 2002-2003 BinaryBus,Ltd. 1 of 1 02/09/2009 11:25 AM • Ancncr. air) .r'4 St ra r, Aggiaircola - • 1.1111.1 PPP 1 " x 16" or 62" -x 16" Co . ' ncnf� Reinforc/n, 111111111111 Black Rods B/ock . T al 1..aa- Crock 1110 . .. ...,_____,-.:__ „„.„,m,,... _ ±.__ .__ „ 1.-1-.44-..1,-1 1 1 R*In forrl,c' " 1 �! 1 J r�� 36, _ r—I-- --1•,,•f(�J�' —�/ .1 0" . 1 ..7.L ‘:9_,-....t7t .,. .,_. , j 1 ..-• 6" x 36" CONCRETE MASONRY UNIT PIERS REIIBL�_g �JIRFFIE7;"' -- 100 ta; Qr, 7'CIR 10'CIR 12'CIR ' 'tt,V nN�� , ' \CA 12" x 16"* 8-18 4-111 1107.E ] ' `c ` ► 16" x 16 ��\.� � y�' -18 8-110 `CI.. 8-17 , \ . �y 12"lx 16" CHM PIER 16" X 16" C 7'CIR 10'C.R 12'CLR 7'CLR 10' MJ PIER aR 12'CLR 12T @ 12" 12T @ 6" 12T @ 6" 12T @ 12" 12T @ 12" 12T @ 6" • + _Chi1 PIfR 'i'YpES IVOA 12 1OR 16■ • 1 a -'� '�61 t }__I -.rill_ SMI 1121 [rill ' -`cnini ALT 135*1-IK. 4 BARS 8 BQRS 12 BARS I TIE I T I E 2TIES 1 HAIFZPIN . FILL I2'x I6'AND I6■x 16" CELL' �'.\A/ITH 2500 PSI CONCRETE ( ►t.rvFro,6;rook �► 1:3,,,,yaTiz`y �'� MEMORANDUM \ Alir * s 1777 4, DATE: April 2, 2007 TO: All Code Inspectors FROM: Clifford A. Bascombe SUBJECT: Foundations at Tybee For your information we will enforce the following for foundations at Tybee: A. For interior piers the foundation will be 3 feet by 3 feet,with concrete being 20 inches thick and the bottom of the concrete must be 36 inches below grade. B. Footings for stem-wall footing will be 20 inches wide by 20 inches thick with the bottom of the concrete 24 inches below grade. C. Monolithic slabs will be 20 inches wide by 24 inches thick minimum with the bottom of the concrete 24 inches below grade. 1 � DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginct bellsouth.net INVOICE December 1, 2008 Invoice#20601301 Diane Otto City of Tybee Island P.O. Box 2749 _ __ EC_ :, , F Tybee Island, GA 31328 12,01fP� Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 44 Shirley Drive 01-23-06 0.5 hours Review 01-24-06 1.0 Site review w/Boswell 02-02-06 1.0 Review&comment letter 2060130B 11-07-08 1.0 Review&comment letter 2060130C 11-21-08 1.0 Review&comment letter 2060130D n.c. Reviewed resubmittals at P&Z 12-01-08 n.c. Concurrence letter 2060130E 4.5 hours @ $175/hour = $787.50 1-1220 - 52 - (2O2 added 4-® 3 (? OT- OS-00 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc @,,bellsouth.net December 1, 2008 Brannyn Allen RECEIVED Director r or r Planning, Zoning and Economic Development --- City of Tybee Island P.O. Box 2749 1-2-0 DT Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912) 786-9539 RE: Lots 44 Shirley Drive Dear Ms.Allen: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City last week. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning,trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. To the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, dk-/ Downer K. Davis,Jr., P.E. President 2060130E Z - 2 - 8 -Paxe.d 40 B0s0Jc(l BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOSOBELLSOUTH.NET RECEIVED November 24, 2008 Brannyn Allen p'2v;SQ Planning and Zoning Department Tybee Island, Georgia 31328 Re: Howard Reeve Project Lot Numbers 44 and 45 Shirley Road Tybee Island, Georgia Brannyn, Please find enclosed one copy of the plans and responses to comments as shown below: No. Response 1. Have complied—revised detail. 2. Have complied—revised note. 3. Have complied—revised note. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897-6932, e-mail to ]ahbos@bellsouth.net or fax to 897-2287. Sincerely, Mark Boswell DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenqincbellsouth.net November 7, 2008 Brannyn G.Allen Director or Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 RECEIVED Tybee Island, GA 31328 1 1-21-o8 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Lots 44 Shirley Drive Dear Ms. Allen: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City on Thursday, 10-30-08. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. The following comments were discussed over the phone with the Owner's Engineer. : 1) The#89 stone is to be the minimum size, not the maximum size stone beneath the pavers. 2) The reference to runoff amount on the plans will be removed as it is dated. 3) The Engineer has agreed to provide notation that requires routing the maximum amount of roof runoff practical to the front. This is to reduce impact to others should the porous pavement not be properly maintained. Once the above items are addressed,within the scope of our design review,to the best of my knowledge and belief, it is my opinion that this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Sincerely, Downer K. Davis, Jr., P.E. President 2060130D -21- J 8 2h^a; 2d. 4-. Jasc„* I( -F- f2,e¢vc.) BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 �t;,F E�ti€jL t� LAHBOSOBELLSOU'TH.NET -�, �area-SIL November 11, 2008 Brannyn Allen Planning and Zoning Department Tybee Island, Georgia 31328 Re: Howard Reeve Project Lot Numbers 44 and 45 Shirley Road Tybee Island, Georgia Brannyn, Please find enclosed one copy of the plans and responses to comments as shown below: No. Response 1. Have complied—see revised report. 2. Have complied—checked and adjusted contours. 3. Have complied—added additional information on proposed driveway. 4. Have complied—revised detail—see C2. 5. Have complied-revised detail—see C2. 6. Have complied—removed stem wall. 7. Have complied—modified note#2. 8. Have complied—added datum note to C2. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services, Inc. 897-6932, e-mail to lahbosAbellsouth.net or fax to 897-2287. Sincerely, l ` Ck—Q- Mark Boswell RECEIVED "Revised" r e ' :6-J HYDROLOGY REPORT FOR Lot Number 44 Shirley Avenue Tybee Island, Georgia FOR Howard Reeves P.O. Box 15844 Savannah, Georgia 31416 November, 2008 is-rER No.287 2 j* R O Ei ii-11-0 f! � isyG1N v =15 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAH8QS(i BELLSOU T He NET i HYDROLOGY REPORT For Lot Number 44 Shirley Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be cleared of trees and stumps, if required, for the relocation of an existing structure which now is located on the adjacent lot to the east. The total site is 0.08 acres with the new structure being approximately 2,000 sf(envelope) and the disturbed acreage being approximately 0.06 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The SCS 24 hour storm method was utilized for the analysis of the pre-development and post- development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets,ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = <2 % POST DEVELOPMENT SLOPE _ <2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 5 MINUTES The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE 1100 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 1 .05 CFS POST-DEVELOPMENT RUN-OFF = 1 . 1 8 CFS TOTAL INCREASE IN RUN-OFF = 0. 1 3 CFS Storm water will be stored within a 15"deep rock base under the proposed permeable pavers. The rock storage area has been sized to retain a 100 year storm event and will release water to the natural soils below at a rate determined by the soils engineer to be 10 minutes per inch. 1 0d r® Ya hs Hydrograph Plot English Hyd. No. 1 H R-SH I RLEY-100-YR-PRE Hydrograph type = SCS Runoff Peak discharge = 1.05 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.10 ac Curve number = 79 Basin Slope = 0.5 % Hydraulic length = 70 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 9.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Total Volume=2,193 cuft 1 - SCS Runoff - 100 Yr - Qp = 1.05 cfs 1.5--- � 1.0- 0.5-- ---- 0.0 J 0 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot English Hyd. No. 2 H R-S H 1 RLEY-100-YR-POST Hydrograph type = SCS Runoff Peak discharge = 1.18 cfs Storm frequency = 100 yrs Time interval = 2 min Drainage area = 0.10 ac Curve number = 90 Basin Slope = 0.5 % Hydraulic length = 70 ft Tc method = USER Time of conc. (Tc) = 5 min Total precip. = 9.00 in Distribution = Type II Storm duration = 24 hrs Shape factor = 484 Total Volume=2,652 cuft 2 - SCS Runoff - 100 Yr - Qp = 1.18 cfs 1 .5— — — 1.0 — , i C'1 0.5 -- 0.0 0 5 10 15 20 { Time (hrs) Hyd. 2 -.w SCS Curve Numbers 'ra�r^w� ,/-.-_-7 1nr,^ i1 .\ii , !.;-:,. , 'r]Ij:'(a it r'{\i;X11 Land Use Description Hydrologic Soil Group Residential: A B C D Average lot size 1/8 acre or less 77 85 ,.90, 92 1/4 acre 61 75 83 87 1/3 acre 57 72 81 86 1/2 acre 54 70 80 85 1 acre 51 68 79 84 Paved parking lots, roofs 98 98 98 98 Streets and Roads: paved with curbs 98 98 98 98 gravel 76 85 89 91 dirt 72 82 87 89 Commercial and business areas 89 92 94 95 Industrial districts 81 88 91 93 Open spaces, lawns, parks: good condition 39 61 74 80 PR ---fair condition 49 69 79 84 -f Fallow 77 86 91 94 Row crops 72 81 88 91 Volume Calculations Q ) < (921'1630S) „) 067 2 cC(7'(IA ) °GM7 - p QQ i c - s? • )ç j17. i) 3ww-11QA us 11660S bt 17 - zi 1 aa, - �.� �S or) 'Z -sold v&) 00 SQIQA • Q ° -VD 2-t :. .. . ,.r► is MI * .fit Soils Report 12/21/2085 15:48 19122335''-1 WHI 1 AKER LA8Ut Ali Date: 12119/2005 WHITAKER LABORATORY, INC. P,O, Box 7018 Savannah r Georgia 31418 Phanec (V12)234-0696 Pax: (912)233— O61 Level III Soil Report C lent: Fidelity Construction, C!O Howard Reeves County: Chatham County Site Location: 1 Shirley Road Tybee Island,Georgia Client Address: PO Box 15844(11 Hibernia Road,31411) Savannah,Georgia 31416 Phone Number: (912) 547-7302 Fax Number: 2:91j18-7302 ' Estimated Soil Prop sides Suitability Depth to Seasonal Absorptkm Re-commended Amount of Soil Series Coda it Slope .1410h Water Table Rata MInJII Sand FIJI Chiptey(urban Complex) • C ±1 12" 10 36" *See the attachments for additional information. (En.map.suitability codes,and eon series) Nests and tiecannrl oc�s- •The bottom of the drttline troches ohouM be plated no deeper than 24'below dm relished surface elevation. •Trifn Is nor an approval Tor a septic tars system.Your local Health Department Official is the only one who can approve your It t for a system. •When fill material is recommended on the repoR,do not proceed wit Aul ynur local Hoag►t)rrpar from Mateo approval. -The drain geld height should be taken Ink)consideration prier to designing the finish floor elevation of the proposed structure. -The Health Department wit give you sperVic guiderisas on the type of fill material to be used and how to install the ail material. Failure tu Tulin,arose guideline salver!as eie sward guidelines for operating and makitaining Ito system could twit in system failure. - •Pieame note,soil conditions can and do vay within short lateral dletanms.Therafors,please he aware that attiring soils from Ih000 depicted maybe encountered dating the Installation of the system. •Follow-up investigations to certliY iastiiation orto address varying condions orprabt r ra wgi be invoiced in accordance with our standard rates. •When figing la required,en InspZCIlon to verity proper topsoil removal and Ming beneath the QntZre sy^ m is recarnmandel prior to any fi l placement. •Install the sin eCcodrtng to the apeofficatiors from your local Health Department andfor C algn Engineer. Significant changes In contours and drainage patterns beiore or after dm system is installed may,lead to system centre. Page 1 of 2 Pavers Exhibit i EX E C1 12- 0 V:- . 12, C,, °t -7 . 1Q 9 . © I I /// , 1(D Bav trfs G? T °7 • Le Perc Calculations SHIRLY - PERCOLATION CALCULATIONS THESE CALCULATIONS ASSUME A PERC FACTOR OF 3O MINUTES PER INCH ( 1 INCH / 1 0 MINUTES ) X ( 1 MINUTE / 60 SECONDS ) X 1 , 1 20.SF = 1 .63 SF - INCH / SECOND 1 .86 SF - INCH I SECOND ) X ( 1 FT / 1 2 INCH ) = 0. 1 6 CFS 0. 1 6 CFS WOULD HAVE BEEN USED IN THE CALCULATIONS AS A RELEASE RATE FROM THE POND (ROCK UNDER PAVERS). THIS RELEASE RATE IS FOR INFORMATION ONLY AND WAS NOT CONSIDERED IN THE SIZING OF THE STORAGE AREA. THE STORAGE AREA VOLUME WAS SIZED TO CONTAIN A 100 YEAR STORM EVENT WITHOUT RELEASE. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc a(�bellsouth.net November 7, 2008 Brannyn G.Allen Director or Planning, Zoning and Economic Development RECEIVED City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone(912) 786-4573 Fax: (912) 786-9539 RE: Lots 44 Shirley Drive Dear Ms. Allen: We have reviewed the plans on the above referenced site by Boswell Design Services received by the City on Thursday, 10-30-08. This review is for drainage improvements for development of the site. Any comments related to setbacks, density, zoning, trees, etc... are for consideration only by City Staff involved is such reviews. We have not attempted to duplicate the work of the Planning Commission or City staff. I offer the following comments at this time. 1) The hydrology report uses the Rational Method for a 20 minute period under both pre and post development conditions. This lot does not have an outfall to the road and drains across lots to the east side (Lot 45) and the south rear. Retention for the increased runoff should be contained for the 100 year storm of a 24 hour duration. To only store 20 minutes of any storm prior to uncontrolled release of increased runoff onto neighboring lots is not acceptable. 2) The proposed contours need to be checked and adjusted as necessary. For example, the proposed 9 contour in the northeast corner is missing. 3) Add additional elevation information on proposed driveway. 4) The compaction of the subgrade of the pavers called for on C-2 will reduce the 10 inches per hour perc rate considered in the drainage calculations. 5) The open graded base course should be more accurately specified. 6) The retaining wall or stem wall shown on C-2 will not be allowed in the velocity zone. 7) General Drainage Note#2 on C-2 should be modified. City approval is required prior to grading that differs from that shown on the approved plans. 8) The benchmark is shown to be on 1929 datum. The flood map is correctly referenced as being on 1988 datum. The plans should clearly state what datum the topographic information is on and the conversion information. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please advise when a complete set of plans and design calculations is available for review. Sincerely, Downer K. Davis, Jr., P.E. President 2060130C Dianne Otto From: Brannyn G.Allen Sent: Monday, November 10, 2008 8:15 AM To: Dianne Otto; 'Bubba Hughes' Subject: FW: 206013 Lot 44 Shirley Lane Attachments: 2060130C.doc; 2060130b.doc; 20601301.doc Dianne and Bubba— Attached is correspondence from Downer related to Shirley Road. Diane, please send Downer's most recent letter to Boswell and Howard. Thanks— Brannyn Brannyn G.Allen Planning and Economic Development Director City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tybee Island,Georgia 31328 Phone: 912.786.4573 ext. 107 Fax: 912.786.9539 http://www.cityoftybee.org/ From: davisenginc @bellsouth.net [mailto:davisenginc @bellsouth.net] Sent: Friday, November 07, 2008 5:11 PM To: Brannyn G. Allen Subject: 206013 Lot 44 Shirley Lane Brannyn, Attached is my review of the current drainage only plan. The comments are not minor. Addressing them will change the design significantly. Also attached is my prior review which was for both Lot 44 and 45. I would like to see that file if possible. The 3rd attachment is my time that was never billed for as this is another project that has just drug on. Downer 1 DAVIS ENGINEERING,INC. 636 Stephenson Avenue,Suite C Savannah,Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc @a,b ellsouth.net February 2,2006 Dee Anderson,Zoning Administrator City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot#'s 44&45 Shirley Drive for Howard Reeves Dear Mr. Anderson: We reviewed sheets Cl-C2(01-18-06)by BDS. Our review is limited to engineering issues. We have not attempted to duplicate work of the Planning Commission or City staff regarding setbacks,density or other zoning or subdivision regulation issues.We need additional information to satisfy the following comments: 1) Show the upstream and downstream sanitary sewer manholes along the east side of Lots 45. 2) Show how water and sewer service will be provided to these two lots. Fire flow to this area needs to be considered along with the capability of the existing main to provide water service to an additional lot. 3) By copy of this letter to Mark Williams,I am requesting Mark provide an opinion as to whether the sanitary sewer manhole shown at the end of Shirley Drive has any mains or services connecting to it. Additionally the Engineer needs to investigate if there are any existing services on this property. 4) The pavement on the north side of the property needs to match existing grade. 5) The retaining wall on the south side needs to be labeled. 6) As the depression at the retaining wall on the south side appears to be over the sanitary sewer main,Mark Williams should consider the condition of the sanitary sewer main prior to approval by the City of this application. 7) The building will not be allowed over the existing sanitary sewer main along the dunes. The Engineer should coordinate with Tybee to determine any easements for this sewer main and how close Tybee will allow a new structure to be built to this sewer main. 8) It appears that the strip of property east of Lot 45 labeled"The Strand"is not a part of Lot 45. Ownership of this property needs to be clarified. 9) As discussed with the Engineer,I have developed concerns over the brick paver detail. Specifically,I am requesting the Engineer provide additional clarification over the use of materials to stabilize subgrade. Mark Boswell referenced the information shown on the attached page. As this is from a material distributor's web site and not the manufacturer's, I recommend Mark check this against the manufacturer's recommendations. Mark Boswell has been very aggressive in using innovative designs with recently developed design procedures and materials. It is common for questions of this nature to arise when using "cutting edge"technology. The above issues must be resolved for this project to be considered compliant with City Ordinances. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals,etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K.Davis,Jr.,P.E. President 2060130B SPECIAL CONDITIONS Soil Cement or Rehabilitating the Base Your customer is working on a tight budget and this time it's not just a negotiation ploy.Don't lose that job!Here's a way that might save as much as$1.00-1.50/sf.Instead of replacing the existing soil with high-quality base material,roto-till the soil to a depth of about 6".Now take bags of Portland cement(do not use masonry cement) and place them across the area spaced apart 3'by 6'.Figure on using 1 bag per 21 sf.Open the bags and uniformly spread the cement by rake.Now work the cement thoroughly into the soil with the roto-tiller,using two passes in both directions.Spray the area with enough water that allows you to form a ball in your hand without it sticking to your fingers. Next compact the base with a roller compactor.The first pass should be done without vibration;the second pass with vibration. Dampen the base with water as needed,Mow it to harden for a day or two.Then,overlay the base with geotextile fabric,set the edging,spread your sand,and install the pavers as usual. Don't get us wrong...this method is not as good as installing the normally recommended material for the base,and it does have drawbacks.Once you add water to the soil cement mixture,you have a maximum of 3 hours to perform the compaction.In hot temperatures,this time will be reduced.It also requires that you have checked your elevations very carefully before proceeding with the work,Once it hardens,any corrections will be quite difficult to make.The base also must be considered as being impervious,so accommodations must be made to drain water from the sand layer.And as with any concrete paver installation using sand over a concrete or asphalt base,we recommend the use of a geotextile fabric to prevent sand loss should cracking in the base occur. 21 01996-2004 Ideal Concrete Block Company,Inc. 01-23-06 0.5 hours review 01-24-06 1.0 site review w/Boswell 02-02-06 1.0 review RECEIVED •may �, HYDROLOGY REPORT FOR Lot Number 44 Shirley Avenue Tybee Island, Georgia FOR Howard Reeves P.O. Box 15844 Savannah, Georgia 31416 October, 2008 G N =r0 osTE. PROFESSIONAL 4 10 30- 14 10 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912-897-6932 LAH-I8OS(L ELL8OLJT"He NET HYDROLOGY REPORT For Lot Number 44 Shirley Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site is natural and the ground is generally flat with slopes between 0 percent and 2 percent with few trees. The proposed project is to be cleared of trees and stumps required for the relocation of an existing structure which now is located on the adjacent lot to the east. The total site is 0.08 acres with the new structure being approximately 2,000 sf(envelope) and the disturbed acreage being approximately 0.06 acres. The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 10 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 1 0 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting increased runoff, which is encountered due to new impervious area is displayed below: RUN-OFF RATE (25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0.21 CFS POST-DEVELOPMENT RUN-OFF = 0.57 cFs TOTAL INCREASE IN RUN-OFF = 0.36 cFs Storm water will be stored within a 15" deep rock base under the proposed permeable pavers. The rock storage area has been sized to retain a 100 year storm event and will release water to the natural soils below at a rate determined by the soils engineer to be 10 minutes per inch. HOWARD REEVES - SHIRLY - CW CALCULATIONS Lar 44 CW PRE-DEVELOPED FACTOR = 0.25 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PAVERS = 0.03 AC TOTAL = 0.06 AC ( 0.05 x 0.95 ) ( 0.03 x 0.25 ) / 0.0B = 0.69 Lor 45 CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PAVERS = 0.03 AC TOTAL = 0.0a AC ( 0.05x0.95 ) ( 0.03 x 0.25 ) / 0.08 = 0.69 CW POST-DEVELOPED FACTOR = 0.25 SHIRLY - PERCOLATION CALCULATIONS THESE CALCULATIONS ASSUME A PERC FACTOR OF 30 MINUTES PER INCH ( 1 INCH / 1 0 MINUTES ) X ( 1 MINUTE / 60 SECONDS ) X 980 SF 1 .63 SF - INCH / SECOND ( 1 .63 SF • INCH / SECOND ) X ( 1 FT / 12 INCH ) = 0. 1 4 CFS 0. 14 CFS WAS USED IN THE CALCULATIONS AS A RELEASE RATE FROM THE POND (ROCK UNDER PAVERS). 12/21/2005 15:48 1912233 `-1 WHITAKER LAbURA1' " PAGE 01/8.3 Date: 12/19/2005 WHITAKER LABORATORY, INC. P.O. Box 707E Savannah, Georgia 31418 Phone: (912)234-0696 Pax: (912)233-5061 Level III Soil Report Client: Fidell Construction, CIO Howard Reeves County: Chatham County Site Location: 1 Shirle Road e Island,Georgia Client Address: PO Box 16844(11 Hibernia Road, 31411) Savannah, Georgia 31416 Phone Number: (912) 547-7302 Fax Number: (912) 6v8-7802 Soil Properties Estimated Suitability Depth to Seasonal AtmoroGn Recommended Amount of soil Serif a Code S h Water Table Fazio Mte.►ko. Sind FUG Chipley(Urban Complex) C ±1 12" 10 36" *See the attachments for additional information. (i.e.map,suitability codGe,and soli series) Notre i c> nti nsapdetiot a:, •The bottom of the drelnline trenchLm allould be plated no deeper than 24"tralaw the tmlasi surface eiev on. •This is nix an approve:tar a septic tetat' system.Your local Healfi Olaf is the only one who can approve your lot for a system. •When fill material is recommended on the remit,do not prneaed Wilinnf your local Health Dvpartmant Official's approval. The drain field height should be taken into consideration prior to designing the finish floor elevation of The proposed structure. •The Health Department wilt give you speCilic guider's=on the type of ti material to be used and how to install cane"ti ma erfal. -Foliage w Miuw tar oe gutdei sues well Os be smartens guldsUes for operating and maintaining fining the rya m could mail in aptem failure. •Please note,soil conaiI0n9 can and do vary wkhin abort labors!dlat;,ntaa¢.Thhnrfare,Glees ha savors hurt dtfloring soils from limo depicted may be encountered during the installation of the system. •Folbrr-tip iiwestigotions to certify Mutilation orto address varying condwroots crprob; na will be invoiced in manta with our aiandand rates. -Wi=n Mang la required,an itio=dlon to verify proper topsoil remrrsal end Ming beneath the entire sy-item is recornmend.vi prior to any fill placement. •install the system according to the tlIOSPOnCatiens from your boat Health lTepetlrrrent and/or i tgn Engineer. Significant changes In contours and drainage patterns before or after life system is in led may lead to system failure. Page 1 of 2 1 Legend • Runoff • Combined Channel Reach • Diversion • Pond Route Project: HR-SHIRLY-HYDRO-25.GPW IDF: SAVANNAH.IDF 3 hyd's 10-22-2008 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.21 1 5 124 25 — --- --- HR-SHIRLY-25-YEAR- 2 Rational 0.57 1 5 341 25 — — — HR-SHIRLY-25-YEAR- 3 Reservoir 0.14 1 16 333 25 2 1.27 238 Proj. file: HR-SHIRLY-HYDRO-25.Gt file: SAVANNAH.IDF Run date: 10-22-2008 Hydrograph Plot English Hyd. No. 1 H R-S H I R LY-2 5-YEA R-P R E Hydrograph type = Rational Peak discharge = 0.21 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=124 cuft I — 1 - Rational - 25 Yr - Qp = 0.21 cfs 0.25 0.20 cn 0.15 0.10— — f 0.05 0.00 ' I 0 5 10 15 20 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 HR-SH I RLY-25-YEAR-POST Hydrograph type = Rational Peak discharge = 0.57 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.69 Intensity = 7.50 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=341 cuff 2 - Rational - 25 Yr - Qp = 0.57 cfs 0.6_ 0.5- / 'NN* 4*NNNNNN,N1 0.4 0.3— 0.2 0.1 0.00 5 10 15 20 Time (min) Hyd. 2 1 Legend II Runoff • Combined II Channel Reach • Diversion Pond Route Project: HR-SHIRLY-HYDRO-100.4T RNSAVANNAH.IDF 3 hyd's 10-29-2008 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (Yrs) (ft) (cult) 1 Rational 0.24 1 5 142 100 — — --- HR-SHIRLY-100-YEAR 2 Rational 0.65 1 5 392 100 — — — HR-SHIRLY-100-YEAR 3 Reservoir 0.14 1 17 382 100 2 1.31 286 Proj. file: HR-SHIRLY-HYDRO-100.030file: SAVANNAH.IDF Run date: 10-29-2008 Hydrograph Plot English Hyd. No. 1 HR-SH IRLY-100-YEAR-PRE Hydrograph type = Rational Peak discharge = 0.24 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.25 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=142 cuft II 1 - Rational - 100 Yr - Qp = 0.24 cfs 0.25- 0.20- — n 0.15- a 0.10 0.05 0.00 0 5 10 15 20 Time (min) Hyd. 1 Hydrograph Plot English Hyd. No. 2 H R-SH I RLY-100-YEAR-POST Hydrograph type = Rational Peak discharge = 0.65 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.69 Intensity = 8.60 in Time of conc. (Tc) = 5 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 3 Total Volume=392 cult 2 - Rational - 100 Yr - Qp = 0.65 cfs 0.8 0.6- 0.4- 0.2 0.0 0 5 10 15 20 Time (min) Hyd. 2 tx-c c PA-0 , (6) (.9 tiQT —1 • Lg 9 10A-v. \ 1 " j ) T • Le 'D VOL--U ,E_ 40(:), 1E:0, s > I , 25 pE_ m 1 � 2ZS c� ( vOros) = MO CP 4c CP ? 4-to c.F- U.S.DEPARTMENT OF HOMELAND SECURIT` ELEVATION CERTIFICATr OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28,2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Howard Reeve Policy Number A2. Building Street Address(including Apt.,Unit,Suite, and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1 Shirley Road City Tybee Island, State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) ILot 45,Shirley Park,Ward no.3 A4. Building Use(e.g., Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude:Lat.N 32 deg 00.056 min Long.E 80 deg 50.640 min Horizontal Datum: ❑NAD 1927 ►+ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 793 sq ft a) Square footage of attached garage nj_a sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade Q walls within 1.0 foot above adjacent grade c) Total net area of flood openings In A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number 82.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6,FIRM Index B7.FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 135164 0002 C 6/17/86 6/17/86 V9 16 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile FIRM ❑Community Determined ❑Other(Describe) B11. 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) C1. 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,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized local Vertical Datum Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 9.1 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 17.g ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) _ail. ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 12.1 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 15 •_ feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) $.9 •• feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation ,_ information. I certify that the information on this Certificate 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. off,o R G j ❑ Check here if comments are provided on back of form. * 1111.S TZ Certifier's Name J.Whitley Reynolds License Number 2249 t!1 4 No. 2249 A Title Land Surveyo Company Name J.Whitley Reynolds,Land Surveying }N p 0 Address 636 ephens• Avenue, uite C City Savannah, State GA ZIP Code 31405 �s6,SUg,V1)A Si natur. t�t'i'/31/07 Telephone 912-352-0464 '' 'LEY'' Sig -�' p ,pi. ....- IMPORTANT: In these spaces,copy th )rresponding 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 1 Shirley Road City Tybee Island, State GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=NC pad Signat - / Date 7/31/07 ❑ Check here if attachments SEC • •N E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WATHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if 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,crawl space,or enclosure)is ❑feet 0 meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet 0 meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑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 Zone 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 ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(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 date 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 G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement 08.Elevation of as-built lowest floor(including basement)of the building: _0 feet ❑meters(PR)Datum G9.BFE or(in Zone AO)depth of flooding at the building site: 0 feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments Building PhWographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(induding Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 1 Shirley Road City Tybee Island, State GA ZIP Code 31328 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 Vied' and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Front View July 20, 2007 ...:r y.' ��: t 1 , �4 -4 A h •r ' _ * . mac. r,•i4. ' g ~^ r {{a �- ,, 4 r� r5, fit. �•' F�f t�..;nlr - .YT ■ � i "' ,.:: r: t fir• t. a �T` z5 'x 1.-- i a, a- or':' . 5 Fmn IA r i. -— , ti;-f'. Ai4 ...,____' F- „Anidi g. : hatiogrs,phe 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 1 Shirley Road City Tybee Island, State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front VieW' and "Rear View”; and, if required, "Right Side View" and "Left Side View." Back View July 20, 2007 { f / '! ,,Sr. ), f _ • ..2 -�'._5�..: - 1 7 tL --- ',i''0,..7,...'..',. • gill ' Illill ; ' ---r--014 ' 1 P i I . .i a t , `ti 14 'fir 0 "■ 1 . "�1 a i t 1: ' ai1. t r ` • • ,,i, _ E . :::*-6, , APPROVED BY THE TYBEE ISLAND PLANNING COMMISSION APPROVED BY THE TYBEE ISLAND MAYOR AND COUNCIL P'" I- /- // / AYOR DATE ,. - ING •o MINISTRATOR DATE • 04A-) ()-2( CLERK OF COUNCIL DAT • ti x x x x x x x CHAIN LIVK FENCE x x x x x g�S�x `�' _ SHIRL�,Y ROAD •� 20 ' R/W 1 SP�TD-Ly.E (A PRIVATE ROAD) 4 Cs ! �.° ----- 490' to BUTLER AVENUE ( ..6 *' Cs PT. ;HE STRAND ❑ ❑ _ . ,_ 5/8" RBS S 72°00'00"E 192.50' ��°�T 488' TO Q RD. HIGH WATER LINE „, ❑ 5/ BS T5/8. RBS �''+�� �..` \ , . �.�,9 591 +C/L 24"SEAWALL \ G _ __ 94. • I . jil `- _ \_.\ �� , �' '. C/L 24"SEAWALL 01 "� _ -x- x x -x -x x x \ O 't� O Z LOT 45 - , 1 PT . T ?'RA , � i° ;:• LOT 43 x o 2 STORY FRAME BUILDING LOT 5--A �9 W i� LOT 44 o z . in I v Cs o a, f I �\ / E X z ��4 �� � �,��' 1 e Z � ' - • a o� �o c d./2" RBF S 72°00'00"E 60.00' _ 5 8 RBS t` O . o 5/8" RBS x —� x N 72°00'00" 189.41'89.41' f f: LOT 35 LOT 36 I BENCHMARK I NAIL IN P/P 1' ELEV 9.86 MSL NGVD 1929 i I t , f i ALL STREETS, RIGHTS OF WAY, EASEMENTS AND ANY SITES FOR PUBLIC USE AS NOTED ON THIS PLAT ARE EREBY DEDICATED FOR THE USE INTENDED. .7: / (1 1 REFERENCE: MB 2 236 — 111111111 / OWNER OWNER RECOMBINATION .. EQUIPMENT: TOPCON AP-L1A AREA = 13,367 SF LOT 45, SHIRLEY PARK & A PORTION OF THE STRAND, Cs�ORG�q ERROR OF CLOSURE:LINEAR: 1/63,500 TYBEE ISLAND, CHATHAM COUNTY, GEORGIA ,wCsISTER�� * /�/J ANG: 7"/ANGLE * Ul 6• BALANCED BY: L. S. J. WHITLEY REYNOLDS ,t--f� NO. 224': . A PLAT: 1/224,000 LAND SURVEYOR V ,oho } 1 20 20 0 20 40 60 Y FOR: FIDELITY CONSTRUCTION, INC. • 636 STEPHENSON AVENUE / SCALE: 1” = 20' SUITE C SIT# Y g' //� 01 DATE: NOVEMBER 21, 2005 SURVEY , SAVANNAH, GEORGIA 31405 �' V DATE: OCTOBER 31, 2007 GRAPHIC SCALE — FEET TELEPHONE: 912-352-0464 4k FILE NO. 05-224C FAX: 912-352-7787 _. _ .. .___ .r.rn. �...-...._ __ - ____ ___ __._-...._.e. - _ ------ - i CoPYRIGHT—0-2;.0 . : Q 2007 ,+ Ccdman.Designs 1 I � } oceGA ' S .. / I 0 A &------9:_iycvt-----rD , / / . . 49'-0" . / • ��✓vto Plarsi Llic PL' � t° `-te Jko � �l ��\ ��r i - i _ A C� - f J . ti _ ao Ve.tii tej ,or .1 0t .w ��_ a _ � _ __ t F ... C Im..; to 1-7: ..ten.... t t i I M WO .4 iH(. w �., i�/ t € 5tn,-c_J a U� i ._. ..,. 1_I _I _� , . -- - — -- - - - - - -- _-- �, _ . DC; ,i''.''! �} 1 ;/' 1� � f — 1 .�1� - 1 F ._.– .r- r rte- r r r.-._.... " $ E ' .1 L......41 1. Ea s t, ./( :01:48 !4 -71; • w - 6ed -pvs� bedroom 3 �: :;;;--:- :I �+ 1 . . l• . 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