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SIXTH AV_1313 1of2.pdf
CITY 01= TYSEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor#: 01-0020 ss Issued to: DAVIS ENGINEERING, INC P 0 BOX 1663 TYBEE ISLAND, GA 3 1 3 2 8 Pu. CHASE ORDER PO Number: 5-27158 This number must appear on a r ated correspondence, shipping papers and invoices. Date: 0 7 / 1 4 1 2 0 1 4Requisition #: 15 - 2 7 1 5 B Ship to: CITY HALL 4 0 3 BUTLER AVENUE T YR EF I S L A N D, G A 3 1 3 2 8 F.O.B. Point - Tybee Island, GA Terms - Net 30 days Authorized by For the City of Tybee Island I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. Supplier Acknowledgement Date Date DAVIS ENGINEERING, INC.y _ P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdbus@gmail.com INVOICE July 14, 2014 Invoice #21402201 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1313 6t" Avenue 07-07-14 0.75 Initial Plan Review 07-14-14 0.25 Final plan review and concurrence 1.00 hours @ $175/hour = $175 Total Due This Invoice b ,11 met i 00-T2-10 - C)3 Q�� PO Box 1663 DAVIS ENGINEERINGTybee Island, Georgia 31328 RECEIVED July 14, 2014 Tel. (912) 695-7262 dkdbus@gmaiLr -'�comt �'�` - Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 1313 6" Ave. Dear Ms. Otto: I have reviewed the plans for the above referenced site. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning, tree protection or subdivision regulation issues. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that this drainage plan meets 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. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2140220B Dianne Otto From: Dianne Otto Sent: Monday, July 14, 2014 2:25 PM To: Mark Boswell Cc: Downer K. Davis Jr. Subject: FW: 1313 SIXTH AVE Attachments: MK-6TH-SWALE-B-Scan0005.pdf; MK-BROWNE-C3-SE-PH-1-Model.pdf; 2140220B.PDF Mark, Attached is Downer's acceptance of the revised 1313 Sixth Avenue plans. I've printed the attached worksheets. But the page C-3 is not signed. Please deliver 2 signed copies of revised page C-3. Thank you, Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 From: Mark Boswell [mailto:lahbos(&bellsouth.net] Sent: Wednesday, July 09, 2014 10:43 AM To: Dianne Otto; Downer Davis; Joe Wilson Subject: 1313 SIXTH AVE The swales were sized for the 25 year and not the 100 year as originally labeled. this label has been revised to read 112 site (25 year). swale be has been revised to a flat bottom swale - calculations and revised detail is enclosed. thanks Mark Dianne Otto From: Joe Wilson Sent: Tuesday, July 08, 2014 11:16 AM To: Dianne Otto; Mark Boswell Cc: 'Downer Davis' Subject: RE: 1313 Sixth Ave. 51h and the rest of 6`h Aves are scheduled for resurfacing within the next 2 years. I do concur on item #2. From: Dianne Otto Sent: Tuesday, July 08, 2014 11:13 AM To: Mark Boswell; Joe Wilson Cc: 'Downer Davis' Subject: RE: 1313 Sixth Ave. Joe — Please review comment 1 below from Downer and the attached proposed plan. Please let us know if the plan is acceptable or not. Mark— Downer's comments on your 1313 Sixth Avenue plans are below. Mike Koncul submitted the building plans this morning. Dianne Otto, CFM City of Tybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 From: Downer Davis [mailto:dkdbus(&gmail.com] Sent: Monday, July 07, 2014 6:13 PM To: Dianne Otto Subject: Re: 1313 Sixth Ave. This submittal is generally acceptable. The following two comments may not require any plan revision: 1) As topo does not indicate any roadside swale, the use of the road pavement in this design as the drainage channel would be one option. It appears there is slight roadside Swale on the same side of the street fronting the adjacent lot to the south that flows into the grate inlet on the corner. I request Joe Wilson specifically advise of his concurrence of this subject lot being developed with the continuance of straight drainage to the road pavement. 2) The actual plan depth of Swale `B" where the existing elevation is 6.12 and the proposed swale finished grade is 5.9, which gives approximately a 2.64" depth where 2.95" depth is required for Swale `B" in the drainage report. It is requested the Engineer submit documentation that this minimum depth is adequate for the 25 -year storm. Dianne Otto From: Jimmy C. Brown Sent: Tuesday, March 18, 2014 9:21 AM To: Dianne Otto Subject: RE: need Sixth Ave. address 1313 6th Avenue will be correct House Number -----Original Message ----- From: Dianne Otto Sent: Friday, March 14, 2014 10:19 AM To: Jimmy C. Brown Cc: Jerris Bryant Subject: need Sixth Ave. address Jimmy, Ray and I met with the designer of a new single-family home to be built on the lot shown on the attached survey, PIN 4- 0011-04-003. Please assign an address and communicate it to all entities. I'm guessing this will be 1313 Sixth Avenue. I do not yet have contact information for the owners, Michael and Terry Browne. Thank you, Dianne Otto, CFM City ofTybee Island Planning & Zoning Manager Office: 912.472.5031 Fax: 912.786.9539 -----Original Message ----- From: Administrator Sent: Friday, March 14, 2014 10:19 AM To: Dianne Otto Subject: Scan from a Samsung MFP Document sent to you using a Samsung MFP 1 3/14/2014 Cha+ham County Board of Assessors: 2013 Property Record Card 4-0011-04003 2013 Chatham County b.,ard of Assessors 4-0011-04-003 Property Record Card 6TH AVE TYBEE ISLAND APPRAISER mwthomas LOT 310 WARD 4 SAVANNAH BEACH, TYBEE ISLAND KILROY MARGARET HOWARTH L1Tk �CAMA ASMI LAST INSP 05/18/2007 5450 ABERCORN ST. APT. 314 148,700 148,700 LAND 1 APPR ZONE 000008 SAVANNAH GA 31405-6922 BLDG 0 OBXF 0 148,700 148,700 Cost - MS SALES BOOK/ INS VI QU RSN PF PAGE 02 Mar 359H 184 NA 1 U UR 2010 GRANTOR: KILRO Y MARGARET HOWARTH GRANTEE:KILROY MARGARET HOINA RTH LIT" 22 Sep 237G 686 NA I U UE 2009 GRANTOR.-KILROY BRANDON R & MARGARET HOWARTH' GRANTEEXILROY MARGARET HOWARTH 01 Jul 237G 686 NA I U UG GRANTOR:KILROY BRANDON & MARGARET GRANTEE: KILROY BRANDON & MARGARET COMMENTS: IMPR TOTAL 12 Jul 2010 TY 11 3591-1/184: USE "REMAINDERMEN; UTA MARGARET JOHANNA NBHD KILROY & ELEANOR 228,900 Cama KILROY EXEMPTIONS S IMMONS11432 2008 MARLBOROUGH 229,000 Cama WAY/SAVANNAH GA 326,000 31406 20 Jan 2010 TY2010 COD FOR 288,000 Cama BRANDON 9/22/2009 161,000 & SURVS 28 Oct 2002 TY03 GIFT/D 237G686 116,500 Carna 7-2-02 "TY03 SURVS GAGIS CODES IMPR TOTAL PROPERTY 0006 RESIDENTIAL USE 2011 UTA 0004 Tybee Island NBHD 020228.00 T228 TYBEE 228,900 Cama MILLER AV EXEMPTIONS 229,000 Over HISTORY LAND IMPR TOTAL 2012 148,700 148,700 Cama 2011 198,200 198,200 Cama 2010 228,900 228,900 Cama 2009 229,000 229,000 Over 2008 229,000 229,000 Cama 2007 326,000 326,000 Carna' 2006 288,000 288,000 Cama 2005 161,000 161,000 Cama 2004 116,500 116,500 Carna 2003 74,500 74,500 Over 2002 74,500 74,500 Over 2001 74,500 A1C 2000 46,500 46,500 Cama 1999 29,500 29,500 Cama 11998 29,500 29,500 Cama 1997 29,500 29,500 Cama 1996 13,500 13,500 Cama 1995 13,500 13,500 Cama 1994 13,500 13,500 Cama 1993 13,500 13,500 Over 1992 13,500 13,500 Over LAND ID# USE DESC FRONT DEPTH UNITS I TYPE PRICE= ZONING LCTN TOPO OTHER ADA ADJ2 ADJ3 ADJ4 MKT VALUE 1111195 RESIDENTIAL V L 0 0 5,830.00 -SF 34.00 R2 148700 http:l/boa.chathamcounty.orgIDesldopM odul es/C hathamCoungBoardofAssessors/PropertyRecordC ard.aspX?RolI Year=2013&PI N=40011-04-003 111 CREScheck Software Version 4.5.0 NJ( Compliance Certificate Project Title: Browne Residence Energy Code: 2011 Georgia State Minimum Standard Energy Code Location: Savannah, Georgia Construction Type: Single Family Project Type: New construction Building Orientation: Bldg. faces 135 deg. from North Conditioned Floor Area: 2100 ft2 Glazing Area Percentage: 12% Heating Degree Days: 1847 Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: 1313 6th Ave., Browne Residence Dempsey Logue, Designer Tybee Island, GA Tybee Island, GA Savannah, GA l�aYelifIlE;T#I� �;,�4:^tr� r •. � sari Compliance: 1.0% Better Than Code Ceiling 1: Flat Ceiling or Scissor Truss 1349 30.0 0.0 47 Ceiling 2: Cathedral Ceiling:All insulation air impermeable 751 30.0 0.0 26 Wall 1: Wood Frame, 16" o.c. 288 13.0 0.0 17 Orientation: Front Window 1: Vinyl Frame:Double Pane with Low -E 36 0.200 7 SHGC: 0.30 Orientation: Front Door 10: Solid 20 0.600 12 Orientation: Front Door 10: Glass 20 0.200 4 SHGC: 0.30 Orientation: Front Wall 2: Wood Frame, 16" o.c. 378 13.0 0.0 28 Orientation: Right Side Window 2: Vinyl Frame:Dcuble Pane with Low -E 42 0.200 8 SHGC: 0.30 Orientation. Right Side Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall 378 13.0 0.0 25 Orientation: Left Side Window 3: Vinyl Frame:Double Pane with Low -E 76 0.200 16 SHGC: 0.30 Orientation: Left Side Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall 288 13.0 0.0 17 Orientation: Back Door 9: Glass 80 0.200 16 SHGC: 0.30 Orientation: Back Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall 288 13.0 0.0 21 Orientation: Front Window 9: Vinyl Frame:Double Pane with Low -E 30 0.200 6 SHGC: 0.30 Orientation: Front Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall 378 13.0 0.0 31 Orientation: Right Side Wall 7: Wood Frame, 16" o.c.:Not Attic Kneewall 378 13,0 0.0 30 Project Title: Browne Residence Report date: 05/29/14 Data filename: C:1Documents and SettingslHP_Administrator\My Documents\REScheckllogue2styoffgr.rck Page 1 of 6 Orientation: Left Side Window 7: Vinyl Frame:Double Pane with Low -E 9 0.200 2 SHGC: 0.30 Orientation: Left Side Wall 8: Wood Frame, 16" o.c.:Not Attic Kneewall 288 13.0 0.0 21 Orientation: Back Window 8: Vinyl Frame:Double Pane with Low -E 36 0.200 7 SHGC: 0.30 Orientation: Back Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1349 30.0 0.0 45 Heat Pump 1: Air Source 7.7 HSPF, 13 SEER Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2011 Georgia State Minimum Standard EnergyCode re check Version 4.5,0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. " 1STEh, t� Name - Title S' na Date et Project Title: Brow �� Report date: 05/29/14 Data filename: C:0 m ministrator\My Documents\REScheckllogue2styoffgr.rck Page 2 of 6 ��Y DISO CREScheck Software Version 4.5.0 �(J Inspection Checklist Energy Code: Location: Construction Type: Project Type: Building Orientation: Conditionod Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: 2011 Georgia State Minimum Standard Energy Code Savannah, Georgia Single Family New construction Bldg. faces 135 dog. from North 2100 ft2 12% 1847 2 Ceilings: ❑ Ceiling 1: Fiat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: ❑ Ceiling 2: Cathedral Ceiling:All insulation air impermeable, R-30.0 cavity insulation Comments: Above -Grade Walls: ❑ Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: ❑ Wall 2: Wood Frame, 16" o.c., R-13.0 cavity insulatlon Comments: ❑ Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: ❑ Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: ❑ Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: ❑ Wall 6: Wood Frame, 16" c.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: ❑ Wall 7: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: ❑ Wall S: Wood Frame, 16" o.c.:Not Attic Kneewall, R-13.0 cavity insulation Comments: Windows: ❑ Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.200, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes — Comments: ❑ Window 2: Vinyl Frame:Double Pane with Low -E, U -factor: 0.200, SHGC: 0.30, For windows without labeled 1 -1 -factors, describe features: #Panes Frame Type Thermal Break? Yes — Comments: ❑ Window 3: Vinyl Frame:Double Pane with Low -E, U -factor: 0.200, SHGC: 0.30, For windows without labeled U -factors, describe features: #Panes Frame Type Thermal Break? Yes Comments: No No No Project Tftle: Browne Residence - YWtlY WV' _...w..n VV _.._ Report date: 05/29/14 Data filename: C:IDocuments and Settings\HP_Administrator\My DocumentslREScheckllogue2styoffgr.rck Page 3 of 6 Q' W i n d o w 9 : V i n y l F r a m e : D o u b l e P i i t h L o w - E , U - f a c t o r : 0 . 2 0 0 , S H G C : 0 . 3 0 , F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e C o m m e n t s : T h e r m a l B r e a k ? Y e s N o Q' W i n d o w 7 : V i n y l F r a m e : D o u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 2 0 0 , S H G C : 0 . 3 0 , F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s , d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e C o m m e n t s : T h e r m a l B r e a k ? Y e s N o Q' W i n d o w 8 : V i n y l F r a m e : D e u b l e P a n e w i t h L o w - E , U - f a c t o r : 0 . 2 0 0 , S H G C : 0 . 3 0 , F o r w i n d o w s w i t h o u t l a b e l e d U - f a c t o r s . d e s c r i b e f e a t u r e s : # P a n e s F r a m e T y p e C o m m e n t s : D o o r s : T h e r m a l B r e a k ? Y e s Q' D o o r 1 0 : S o l i d , U - f a c t o r : 0 . 6 0 0 C o m m e n t s : T h i s d o o r i s e x e m p t f r o m t h e U - f a c t o r r e q u i r e m e n t . Q' D o o r 1 0 : G l a s s , U - f a c t o r : 0 . 2 0 0 , S H G C : 0 . 3 0 , C o m m e n t s : Q' D o o r 9 : G l a s s , U - f a c t o r : 0 . 2 0 0 , S H G C : 0 . 3 0 , C o m m e n t s : N o F l o o r s : Q' F l o o r 1 : A l l - W o o d J o i s t ( T r u s s : O v e r U n c o n d i t i o n e d S p a c e , R - 3 0 . 0 c a v i t y i n s u l a t i o n C o m m e n t s : F l o o r i n s u l a t i o n i s i n s t a l l e d i n p e r m a n e n t c o n t a c t w i t h t h e u n d e r s i d e o f t h e s u b f l o o r d e c k i n g . H e a t i n g a n d C o o l i n g E q u i p m e n t ; Q' H e a t P u m p 1 : A i r S o u r c e : 7 . 7 H S P F , 1 3 S E E R o r h i g h e r M a k e a n d M o d e l N u m b e r : S o l a r H e a t G a i n C o e f f i c i e n t : Q' S o l a r H e a t G a i n C o e f f i c i e n t ( S H G C ) v a l u e s a r e d e t e r m i n e d i n a c c o r d a n c e w i t h t h e N F R C t e s t p r o c e d u r e o r t a k e n f r o m t h e d e f a u l t t a b l e . A i r L e a k a g e : Q' J o i n t s ( i n c l u d i n g r i m j o i s t j u n c t i o n s ) , a t t i c a c c e s s o p e n i n g s , p e n e t r a t i o n s , a n d a l l o t h e r s u c h o p e n i n g s i n t h e b u i l d i n g e n v e l o p e t h a t a r e s o u r c e s o f a i r l e a k a g e a r e s e a l e d w i t h c a u l k , g a s k e t e d , w e a t h e r s t r i p p e d o r o t h e r w i s e s e a l e d w i t h a n a i r b a r r i e r m a t e r i a l , s u i t a b l e f i l m o r s o l i d m a t e r i a l . Q' A i r b a r r i e r a n d s e a l i n g e x i s t s o n c o m m o n w a l l s b e t w e e n d w e l l i n g u n i t s , o n e x t e r i o r w a l l s b e h i n d t u b s / s h o w e r s , a n d i n o p e n i n g s b e t w e e n w i n d o w / d o o r j a m b s a n d f r a m i n g . Q' R e c e s s e d l i g h t s i n t h e b u i l d i n g t h e r m a l e n v e l o p e a r e 1 ) t y p e I C r a t e d a n d A S T M E 2 8 3 l a b e l e d a n d 2 ) s e a l e d w i t h a g a s k e t o r c a u l k b e t w e e n t h e h o u s i n g a n d t h e i n t e r i o r w a l l o r c e i l i n g c o v e r i n g . Q' M a s o n r y , s i t e - b u i l t f i r e p l a c e s h a v e g a s k e t e d d o o r s a n d o u t d o o r c o m b u s t i o n a i r . Q' A u t o m a t i c o r g r a v i t y d a m p e r s a r e i n s t a l l e d o n a l l o u t d o o r a i r i n t a k e s a n d e x h a u s t s . A i r S e a l i n g a n d I n s u l a t i o n : Q' B u i l d i n g e n v e l o p e a i r t i g h t n e s s c o m p l i e s w i t h a p o s t c o n s t r u c t i o n b l o w e r d o o r t e s t r e s u l t o f l e s s t h a n 7 A C H a t 5 0 P a s c a l s . T e s t c o n d u c t e d b y a c e r t i f i e d D u c t a n d E n v e l o p e T i g h t n e s s ( D E T ) v e r i f i e r . M a t e r i a l s I d e n t i f i c a t i o n a n d I n s t a l l a t i o n : F - 1 M a t e r i a l s a n d e q u i p m e n t a r e i n s t a l l e d i n a c c o r d a n c e w i t h t h e m a n u f a c t u r e r ' s i n s t a l l a t i o n i n s t r u c t i o n s . L j M a t e r i a l s a n d e q u i p m e n t a r e i d e n t i f i e d s o t h a t c o m p l i a n c e c a n b e d e t e r m i n e d . Q' M a n u f a c t u r e r m a n u a l s f o r a l l i n s t a l l e d h e a t i n g a n d c o o l i n g e q u i p m e n t a n d s e r v i c e w a t e r h e a t i n g e q u i p m e n t h a v e b e e n p r o v i d e d . Q' I n s u l a t i o n R - v a l u e s a n d g l a z i n g U - f a c t o r s a r e c l e a r l y m a r k e d o n t h e b u i l d i n g p l a n s o r s p e c i f i c a t i o n s . D u c t I n s u l a t i o n : Q' A l l d u c t s n o t c o m p l e t e l y i n s i d e t h e b u i l d i n g e n v e l o p e a r e i n s u l a t e d t o a t l e a s t R - 6 . D u c t C o n s t r u c t i o n a n d T e s t i n g : P r o j e c t T i t l e : B r o w n e R e s i d e n c e R e p o r t d a t e : 0 5 / 2 9 / 1 4 D a t a f i l e n a m e : C : I D o c u m e n t s a n d S e t t i n g s \ H P _ A d m i n i s t r a t o r W y D o c u m e n t s \ R E S c h e c k k l o g u e 2 s t y o f f g r . r c k P a g e 4 o f 6 U Building framing cavities are n ;d as supply or return ducts. All supply and return du a lined with metal, flex duct, ductboard or other material approved in section M1601 of the IRC. 0 Without exception all closure systems have mastic applied that is at least 2 mm (0.08 inches) thick. All joints and seams of air ducts, air handlers, filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 1818#and are labeled according to the duct construction. Metal duct connections with equipment andlor fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet -metal screws. Exceptions: Joint and seams covered with spray polyurethane foam and mastic. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). F-1 Duct tightness test has been performed by a certified DET verifier and meets one of the following test criteria when tested at 0.1 inches w.g. (25 Pascals): (1) Rough -in total leakage test (RIT) with air handler installed: Less than or equal to 126.0 cfm (6 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (PCT; including air handler enclosure): Less than or equal to 252.0 cfm (12 cfm per 100 ft2 of conditioned floor area). (3) Postconstruction leakage to outdoors test (PCO): Less than or equal to 168.0 cfm (8 cfm per 100 ft2 of conditioned floor area). Heating and Cooling Equipment Sizing: F-1 Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code, Lj For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: M Circulating service hot water pipes are insulated to R-2. n Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: © HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F-1 Heated swimming pools have an onloff heater switch. © Pool heaters operating on natural gas or LPG have an electronic pilot light. U Timer switches on pool heaters and pumps are present. Exceptions, Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste -heat -recovery systems. F-1 Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions. Covers are not required when 60% of the heating energy is from site -recovered energy or solar energy source. Other Requirements: F -I Snow- and ice -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement's'). Certificate: F-1 A permanent certificate is provided on or in the electrical distribution panel or air handler listing the predominant insulation R -values; window U -factors; type and efficiency of space -conditioning and water heating equipment.. The certificate shall also list the calculated heating load, sensible cooling load, latent cooling load and cfm for space conditioning the duct tightness and envelope tightness test results. Buildings classified as R-2 occupancy shall indicate that the visual inspection option was used or provide envelope tightness test results. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: Browne Residence Report date: 05/29/14 Data filename: C:0ocuments and Settings\HP_AdministratorWy Documents\REScheckllogue2styoffgr.rck Page 5 of 6 1z2011 Geos; is State Minimum Energy Code Ceiling 1 Roof 30.00 Wall 13.00 Floor I Foundation 30.00 Ductwork (unconditioned spaces): Window Door CFM50 Total Conditioned Volume ACH50 DET Verifer (Name/Phone) Air Source Heat pump Water Heater: Heating Load Sensible Cooling Load Latent Cooling load Total Air Handler CFM Load Calcs by (Name/Phone) Test Type (PCO, PCT, RIT) CFM25 Floor Area Served (s.f.) Test Result(%) DET Verifer (NamelPhone) 0.20 0.30 0.20 0.30 Builder/Design Professional: Date: Comments: CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 03/26/2015 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: PROPOSED USE: OCCUPANCY TYPE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 14-0517 NEW RESIDENTIAL BLDG. - SF 1i MICHAEL BROWNE 355 ISLAND ROAD SAVANNAH, GA 31414 1313 6TH AVENUE . .' i Com_ P.O. Box 2749- 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573- FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS Permit # �Ll _ �,' � 7 Job Address ve I, Job Name r 1?r4. PY, &ne_ h Qls luL cc) S F Owner Contractor ipost house number (and unit numbers if applicable) no attic storage signs, if applicable Energy Code Compliance Certificate pass Final Building inspection Elevation Certificate, Finished Construction As -built Survey Height Certification, if required Drainage Certification from Project Engineer Nonconversion Agreement (attached) — must be recorded with Chatham County V Breakaway Wall Certificate (V -Zone only) Mitigation of Trees, if required 9- 11.7 Payment of outstanding fees, if applicable City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer, if applicable Drainage Certification from the Director of Public Works Department, if applicable FEMA Inspection from Planning & Zoning Manager 1110312014 Building Permit Number: o 03o Applicant's Name: X1/1 Owner's Name: C Site Address, Tax #, Parcel #: j 31 �j Address: Telephone: 2Ji U 0 f it, Telephone: All development - Base Flood Elevation Data provided. A. The as -built elevation certification from a registered land surveyor or professional engineer has been submitted? No B. The lowest floor elevation is at or above the required lowest floor elevation? es , No C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or floodproofed? Yes No Development in Zones A, AE, Al -A30 and AH. A. Solid foundation perimeter walls located below SFE.: 1. There are at least two (2) openings? „ No 2. Square footage of enclosed area subject to flooding -7 L-. 3. Square inches of venting required >,,, C_: 4. Square inches per opening (multiply I by w) 7_f - C; — 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? No 7. The bottom of each opening is no higher than one (1) foot above grade? es ' No 8. Any cover on openings will permit the automatic flow of floodwaters in both directions? ,,Yes No B. Base flood elevation and/or floodwayldata not available orAO Zones; 1. The lowest floor is at least t# i ae43 .feet above the highest adjacent grade?Y No 2. The development meets the setback requirements of the ordinance? es No 3. If 2 above was "no", has a No -Rise Certification been submitted? Yes No Reviewer's Name: Date reviewed: C. Floodway data is provided. 1. Did this development encroach in the floodway? YesQ,op 2. Do the actual field conditions meet the proposed actions and technical data requirements? Yes 3. If C1 was "yes", has a No -Rise Certification been submitted? Yes , No Reviewer's Name: Date reviewed: Development in Zones V, VE, and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, where permitted, are breakaway and have been certified by a registered, professional architect ore eer? / Reviewer's Name: Datewreviewed` Local Administrator's Signatu CITY OF TYBEE ISLAND 403 BUTLER AVENUE P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 Yes No Yes No Yes No U.S.DEPAR7 ANT OF HOMELAND SECURITY-LEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 Xotional Flood Insurance Prograrn Important: Read the instructions on pages 1-8. Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY U5E Al, Building Owner's Name MICHAEL & TERRY BROWNE .. Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bidg. No.) or P.O. Route and Box No.I Company NAIC Number: 1313 6T" AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 310 WARD 4 TYBEE ISLAND A4. Building Use (e.g., Residential. Non -Residential, Addition, Accessory. etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 31° 59.820' Long. W 80° 51.157' 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. AT Building Diagram Number 6 A8. For a building with a crawlspace cr enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 260 sq ft a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 loot above adjacent grade 2 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A5.b 400 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ® No SECTION S - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State TYBEE ISLAND 135164 CHATHAM GEORGIA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s) (Zone 13051CO326 F 7-7-14 Effective/Revised Date Zone(s) AO, use base flood depth) 9-26-08 AE 12.0 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/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ OtherlSouroe: 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E 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, ARIA, ARIAS, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: LOCAL Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 2 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment anc location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) L) g) Highest adjacent (finished) grade next to building (HAG) 1 h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 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. 1 certify that the information an this Certificate represents my best efforts to interpret the data available. 1 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 on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name VINCENT HELMLY License Number 1882 Title LAND SURVEYOR Company Name VINCENT HELMLY Address 129-A BURTON ROAD City SAVANNAH State GA ZIP Code 31405 Signature �� Date 3-16-15 Telephone 912-925-3523 yh is I ] \A FEMA Form 086-0-33 (7112) See reverse side for continuation. Replaces all previous editions. Check the measurement used. 777, ® feet ❑ meters 16.6. ® feet ❑ meters NIA. ❑ feet ❑ meters NIA. ❑ feet ❑ meters 16.1. ® feet ❑ meters 7_2. ® feet ❑ meters 7_6. ® feet ❑ meters 7_5. ® feet ❑ meters 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. 1 certify that the information an this Certificate represents my best efforts to interpret the data available. 1 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 on back of form. Were latitude and longitude in Section A provided by a ® Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name VINCENT HELMLY License Number 1882 Title LAND SURVEYOR Company Name VINCENT HELMLY Address 129-A BURTON ROAD City SAVANNAH State GA ZIP Code 31405 Signature �� Date 3-16-15 Telephone 912-925-3523 yh is I ] \A FEMA Form 086-0-33 (7112) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORT" NT: In these spaces, copy the c, isponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, __.sd/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1313 671-1 AVENUE City TYBEE ISLAND State GA ZIP Code 31328 f Company NAIC Number: i 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 C 2 (e) AIR CONDITION UNIT PLATFORM Signature r r ��Date 3-16-15 SECTION E — BUILDING ELEVATION INFORMA W (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT 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 E9 --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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ 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 ❑ feet ❑ 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 --G10. In Puerto Rico only, enter meters. 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—G10) 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 G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments. FEMA Form 086-0-33 (7112) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding 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: 13136 TH AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front VievV' and "Rear View"; and, if required, 'Right Side Vievv' and 'Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW: 3-16-15 �1 BEN g 4� 4�' mA I-\ I REAR VIEW: 3-16-15 P FEMA Form 086-0-33 (7112) Replaces all previous editions. VINCENT HELMLY 129-A BURTON ROAD SAVANNAH, GEORGIA 31405 (912)429-9395 March 23, 2015 To whom it may concern: RE: Residence on Lot 310 Ward 4 Tybee Island, Georgia Also known as 1313 Sixth Avenue This is to certify that I have measured the height of the recently constructed residence on the above referenced lot and found it to be 31.6 feet from the top of the slab to the top of the peak of the roof. if anyone has any questions regarding this matter please feel free to contact me at (9 12) 429-9395 or at helmiyv@aol.com. Sincerely Vincent Helmly Georgia Registered Land Surveyor #1882 _., RE EI ED r L� Cha t hair , Ga, Dardel Masse Clerk SLIPerior C.Ourt Clerk SUPe r 101- C0u r t lS'3 Montgomery Street Suite 304 Savannah, GA 31401 Phone Number: (912)6.9-2-'7214 Fax NUmbe r : (912)652-7523 E -Mai I : dmasseAcheithaincountyorg Of f i C i a l Recti F pt ; 2015 -00005436 Printed err 03/118/2.015 at 07:12:35 Py:.__ 24 on � SUPCTCLK -066818 WALK IN Gate Recorded: 03,/18/2015 Inst rumen't...ID_ Recordedrime Qk .._.�..A Pq 691 01:12 :16 PM OTHER KONCUL E 1-0: BROWNEs MICHAEL. Tof y HCash: Pa Change i erode r�e� C A NICE DAY PM Amoutt $10.(10 $10.00 $10.01 $0.00 Georgia Residential Energy Code Compliance Certificate Builder/Design Professional: Phone: Project Address: _ILS 4-At�1 St , Project Permit No.: Envelope Summary: Liar R-Vatu .fo - the following coull n ferns: Fenestration Components: Flat Ceiling/Roof: kt4L- Sloped/Vault Ceiling: Window U -Factor: Exterior Wall: A"- 17% ��7— Above Grade Mass Wall: Skylight U -Factor: Attic Kneew•ali: Attic Kneewall Sheathing: Glazed Dor U -Factor: Basement Stud Wall: Basement Continuous: Window SI IGC: Crawlspace Stud Wall: Crawlspace Continuous: Skylight SHGC: Foundation Slab: Flours over Unconditioned Space: Opaque Dote U -Factor: IcSur, Glrzedt Cantelievered Floor: Other In%ulalion: Iluildiye EnveloW 'tightness (SET): BET Test Conducted By: For My Green Lite, LLC Phone: 877-966-5343 Fan Flow (& 50 Pascal.: `���{ - CFMS,i Total Conditioned Vol.: ACH.,i= (CFM.„ x 60)' Vol. = S ACHS„ (must he t7 ACHE} Low Rise Multifamily Visual lns etion Option (The vi+ual inspection option tray he ennduded by a 17' parly in+lead of [he 10-l'te,[ for R-2 buildings uuly I Visual Inspection Conducted by: Phone: Mechanical Summary: Water Heater Energy Factor: Ef Number of Hearing & Coling Systents: i Heating System Type (choose ane): ❑ Gas: AFUii. ❑other- }•uel Type: ❑(ra% Sd:Iectrlc ii,ir-Source Heat Pump: E Il iciency: Cowling System Type iStandard DX. [teat duma p. Gahennal. etc.,: Cooling System Efficiency: J(,6 SEER I:I:R ❑ Other: Heating/Cooling Load Cale% Performed By: Tidal Heating Load i ha+ed .,n RCCA Stan. J ;x other :;ppru,ed meth;xtult g -y t: Total Cooling Load l hand un RCCA :Nan. 1 is• other appruted ntelh;xlnlogv is C(loling Sensible Load: Btu/h Tolal Air Handler CFM (based on Jc+ign c;dculation+i: Duct Tightness Test Conducted By: Phone: Biu/h Biu/h Cooling Latent Load: CFNI Phtmc: ❑Other: HSPF CFM.,, per 1001`12 of conditioned floor area = CF -M, .v 1(K) / Conditioned Iloor Area Served Blu/h 11' all dui;+ are n;s located within coMitioncd sP:kc. builder MUM eeritp [hat either the pu+1-ei>lt+1rucW t duct "age to outdwx l CO) is ti $ dIn Mitt'. the p,rit- nrtnlnlcGon ural duct leakage i P(T I is- 12crni I1N14', ix the nmgtt-in test i R1T) a iih air batxilcris <(, cfm 11W. Staic which mclhod sea+ uwd to conduct the duct tiglune+s te+t: oboe[ btnuer i t1R1. moddird bhu fir d,M,r suhrac[inn nxthnd i MRDS,. ser ault"wed muhilitow hkiNcr Lk%w iANlHl4 System Melho d i[tB. N11JDS, AMBDJ Test IPC[►. P(T. RITi CFM Arca Served oft-( Test Result 1 2 3 *Note: This pennanenl certificate %hall he posted on or in the electrical distribution panel. Certificate .hall he cumpleted by the builder or rcgiocred design pnrtcssiunal. Where There is more than one value for each component. certificate %hall list the value covering the targc+t area. Testing Company Information: V�05 c.vciy„ytti�t I 1 Company l*itmre: dame ol� Certified Rater or RFI:C�WG Signautre: _ Cert. No.: pate: - rj - S 1 Phone: 40111111111111114W 44aL/ GA International Energy Conservation Code Supplements and Amendments 2011 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3141 O 912-897— 6932 LAHBOSPBEL.LSOUTH. NET March 24, 2015 Lisa Schaaf Planning and Zoning Tybee Island, Georgia Re: Mike Koncul Project 1313 Sixth Avenue Tybee Island, Georgia Lisa, At the request of the Owner, we have inspected the drainage for the site referenced above for compliance with the approved drainage plan. After a brief inspection of the site drainage as it was designed, it is our opinion that the drainage is in substantial compliance with the approved drainage plan including final stabilization. This certification is for the site designed drainage only. However, it was noticed that there is a pool in the backyard which was not designed in the Boswell Design Services drainage plan. This Boswell Design Services letter is not certifying the condition of the pool, the pool area, final stabilization around the pool, drainage patterns, erosion control or any other element of the pool or pool area. It should also be noted that the swale sizes in the drainage plan did not account for any impervious areas created by the pool or pool deck area. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos(uOellsouth.net. Sincerely, Mark Boswell BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SA VANNAH, GEORGIA 31.41 O 912-897-6932 LAHBOSC SELLSOUTH.NET March 26, 2015 Lisa Schaaf PIanning and Zoning Tybee Island, Georgia Re: Mike Koncul Project 1313 Sixth Avenue Tybee Island, Georgia Lisa, At the request of the Owner, we have inspected the drainage for the site referenced above for compliance with the approved drainage plan. After a brief inspection of the site, it is our opinion that the drainage is in substantial compliance with the approved drainage plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbosC&bellsouth. net. Sincerely, Mark Boswell Permit No. Owner's Name Gen. Contractor City of I ,,ee Island - Community Develop,. _nt Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - 7ybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 Contact Information Project Address Scope of Work Date Requested Date Needed Subcontractor Inspector Date of Inspection ` -t t (SO Inspection Fail 1:1 Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee IHTERNAT10NAL CODE COUNCIL MEMBER ���� i s ����` ? , �� �� �� �� ��. ; ������ ��a �� ���� �� �� ! �� . . - . 4 ��s r �� �� ��, r i T " i ��y ` . . a t e 4 : r , �� . + : _ Permit No. Owner's Name City of Tybee Island - Community Development Dept. �= Inspection Report r� 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 =C�E=wi Phone 912.472-5032 - Fax 912.786.9539 ODCOUN i MEMBER Date Requested 3 //& It -C> Date Needed 3 42-o 'lS _ Gen. Contractor `,` f^ -t PYA t4'1 Subcontractor Contact Information r J C Ylv, e or) C V! Y F ti i Project Address Scope of Work Inspector 262, `1 1 r j Date of Inspection 0 —/ _ STT , Inspection 1 Pass Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 4y� City of Tybee Island • Community Development Dept. Inspection Report ��� 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 SR Phone 912.472-5032 - Fax 912.786.9539 COOECOUNcii Permit No. — / Owner's Name � OEt.�t']{� Gen. Contractor _ 4 rVA' M Contact Information Project Address Scope of Work' „ MEM 10S7BER Date Requested hs— Date Needed 3 Subcontractor k H ve Inspector _ Date of Inspection Inspection 1 l uk m 6— F Pass Inspection �Iec P C Fail Fee Pass 1:1 Fail 1:1 Fee Inspection Y AL r Pass Fail Fee t,! e Gt) Dcc� iLe , Inspection Pass 1:1 Fail ❑ Fee ,l a g, " � Permit No. Owner's Name City of ) , ..ee Island • Community Developp..dnt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Date Needed Gen. Contractor `� 1 T f�A M �' Subcontractor Contact Information l t'�,,�;�� iyF u Project Address Scope of Work Inspector Inspection �jC Date of Inspection �p,1L % Pass F Fee Inspection VA (�- � � Pass 1 5 fp ff OL L4 Inspection Inspection NTEZNAT 10NAL CODE COUNCIL MEMBER /4P4� ac4 IJ T G v r c-�, to rt ,'. Fa i YT � )Fee J5' � -$-- j � 1 y bdo'.1 -�.r Pass ❑ Fail ❑ Fee I P 574 j u-5 0ce,7/319c--- Q I 561+L-5 PassE]Fail ❑ Fee Permit No. Owner's Name City of'►., wee Island • Community Develop. int Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work 11ITIRNATIENAL CODE COUNCIL MEMBER Inspector r / ) 32Date of Inspection '' l ,3i,3e o-, 1 Inspection Pass 11 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee .r "k\ City of `i , see Island Community Develop.__�nt Dept. inti ` Inspection Report on*%, MMI 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 3132$ 114T I RNATI 0 NAL " .,.n. Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Date Requested Date Needed _ Subcontractor Date of Inspection Pass ❑ Fail n Fee [ 'Dt,��f r Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Tybee Island, GA 4 GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: /313 Release Date: Type of Release: Temporary Permanent Permit # / f- 05 7 Electrician: '� 1 r Yl �Cr C.� Phone #AA3 Q —K .. f X10 - 0 Builder:Ma4l\aM home- fill _e 5 Phone #(�1��� / & Owner: __M 1 GhQe_� row h e Phone #( Location Address: Release Date: Type of Release: Temporary Permanent Electrician: Builder: Permit # Phone # Phone # Owner: Phone # Planning and Zoning 912-472-5033 Fax Transmission Result Rep Date/Time Model Name Machine Serial Number Linel Linel Name Line2 Line2 Name 02-18-2015 03:19 PM CLX -9352 Z94UB 1 ED500022H City of Tybee 9127869539 is not available is not available Page [1 ] of [1 ] Job Destination Start Time Duration Mode Job Type Page User Result 26097 Georgia Power rele02-18-2015 03:18 00'59" G3 1 -1 -Tx 111 ase/18888514411 PM *T Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888851-4411 Location Addrem:1-3 l3 (.-" FIVE? Release Date: �i Type of Releasa: _Temporary -17 Permanent Permit # " V L Electriclam y4 , n yy II PhaneMt!M 330 — ME:) Builder: ,pp�yn ✓ olTif IldeYS Phone 1� z+� - 6194v Owner: M II'L t__ Sit -1W h I PhoneN&4-2 7- 6443 Location Address: Release Date: Type of Release: _Temporary _Permanent Permit # Electrician: Phone # Builder: Rhone # Owner: Phone # Planning and Zoning LiscL (-, Sr r 4+- 912-472-5033 LocalUser OK H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx E o City of `i , aee Island • Community Develop int Dept.= Inspection Report 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 IhlIERNA€IOiIAL Phone 912.472-5032 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. i .. Date Requested Owner's Name ^k fn LCJ h e Date Needed Gen. Contractor C k/-&aYYI rUVY)C Subcontractor Contact Information Project Address i Scope of Work Inspector Date of Inspection Inspection . L hs ct la 41 o n Pa ss F-1 Fail ❑ Fee eP �/ Inspection Pass ❑ Fail ❑ Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee ��1 �� ��" ���� G ������O n S r 1 C u I_ HOME BUILDERS New Homes & Remodeling 14—D 191-7 2247 East Victory Drive • Savannah, Georgia 31404 • (912) 234-3568 * Fax (912) 355-1727 • Email: chbuilders@att.net Mailing Address • P.O. Box 3570 • Savannah, Georgia 31414November21, 2014 Diane Otto Planning and Zoning Manager 403 Butler Avenue Tybee Island, Georgia 31328 Dear Diane, This letter is to confirm that Chatham Home Builders has constructed home at 1313 Sixth Avenue Tybee Island to meet the setback requirements as compared to foundation as built survey. The only protrusion from main body of house is the front elevation stairs and they fall with in the front building setback of 20`. Let me know if you need any additional information. Sincerely, Michael Koncul U.S. DEPARTMENT OF HOMELAND SECURII'Y ELEVATION CERTIFICATE OM13 Nm 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date: duly 31, 2015 National FWhm aaxe "Mm IMIPWRTANT: Follow the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Nuffib r: A2. Building Street Address (incl g Apt., Unit, Suite, and/or Bldg. No.) or PO. Route and Box No. Company NAIL Number: city 118£E ISLAAID state GA ZIP Code 3020 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) - I A "T lit) 1. )Akl) d C'atlair./.v11 �2€arcl-rtIA,FF I<i ArJf) P i..i. J -0611-0A-00-1 A4, Building Use (e.g., Residen iat Non -Residential, Addition, Accessory, etc.) UE hl K J l U[_ N 1141L A5. Latitude/Longitude: Lat. x`371 ° Lang. 1'►l f92.i.52 7 Horizontal Datum: N 927 }[`NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram NumberILII 1i{ OIL A8. For a building with a crawispace or enclosure(s). r, ta A9. For a building with an attached garage: ,[ i T a) Square footage of crawispace or enclosure(s) SAO sq it a) Square fooge of attached game sq n b) Number of permanent flood openings in the crawlspace - b) Number of permanent flood openings in the attached garap or enclosure(s) within 1.0 foot above adjacent grade II+rf ConlpL r7e within 1.0 foot above adjacent grade 14COxWr.„� 7 c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.6 sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP Community Name & Community Number 82. County NameB3. State QC 6- 15 C -A B4, Map/Panel Number 65. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ 88. Flood Zone(s) B9. Base Flood Elevations) (Zone Revised Date AO, use base Hood depth) 13 .2 9 F 2ia%a8 2- C' o A 1 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile %F1RM ❑ Community Determined ❑ Other/Source: 811. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 %NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes )((No Designation Date: / / ❑ CBRS d OPA SECTION C - BUIIL,DINa 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 Ai -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-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: EPO AL 6,59 517E PLAN 133 R,L,S. vertical Datum: VQ t!9 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1,929 XNAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) . 3 Bli-et ❑ meters b) Top of the next higher floor ___._._ [..[p . Lai;;t ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) t41AElfeet ❑ meters d) Attached garage (top of slab) We -et ❑ meters e) Lowest elevation of machinery or equipment servicing the buliding h CW.PsEZi;_ El feet ❑meters (Describe type of equipment and location in Comments) A-,InIQet .,,/ f) Lowest adjacent (finished) grade next to building (LAG) . ❑ meters g) Highest adjacent (finished) grade next to building (HAG) -7 . 0-____ L7fect ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 1,1&2 P1F1r ❑ feet ❑ meters structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a an surveyor, engineer, or architect authorized by law to certify elevation information. ! certify that the information on this Certlflcate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprfsonment under 18 U.S. Code, Section 1001. Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a _ Check here if attachments. licensed land surveyor? ❑ Yes Wo FEMA Form 086-0-33 (Revised 7/12) See reverse side for corrOnualion. Replaces all previous editions. Permit No. Owner's Name Gen. Contractor City of . , oee Island • Community Development Dept. WO Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==ter Phone 912.472-5032 • Fax 912.786.9539 CODECOUHci MEMBER Contact Information Project Address Scope of Work Inspector Inspection Date Requested Date Needed Subcontractor Date of Inspection Pass a0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Y� City of . , bee Island • Community Development Dept. Inspection Report ARS 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 ME= Phone 912.4725032 • Fax 912.786.9539 MECOUNc� qMEMBERPermit r�` f No. �*� 1 / Date Requested I LI - r 4 Owner's Name YQ Date Needed Gen. Contractor ��ll^GYY} �Q��e` Subcontractor -, . y Contact Information Project Address Scope of Work f V e GO S Inspector Date of Inspection \ t Inspection PassEl Fail ❑ Fee Inspection Pass Fail❑ Fee ❑ ❑ ..^ ; ��., p r t • s � Inspection ' ` 1's Pass • Fail Fee N Inspection Pass ❑ Fail ❑ Fee City of .3ee Island • Community Develol...,ent Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ==�� k ` Phone 912.472-5032 • Fax 912.786.9539 CUD ECOUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date of Inspection Pass Fiiji Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee City of Tybee Island Community Development Dept. w= Inspection Report �s 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 Fax 912.785.9539 cooEcoucu MEMBER Permit No. ! r] _ Date Requested Owner's Name I ")!-c- Date Needed Gen. Contractor. r 'I--E"11i ir ;11� Subcontractor Contact Information 011(--�-;a Project Address M Scope of Work Inspector Date of Inspection Inspection : z f' ,. - Pass Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. a Inspection Report MM 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 MMM 3 UI=ERN -, "IkL Phone 912.472-5032 • Fax 912.786.9539 EUDE COUNCIL MEMBER Permit No.� Owner's Name. f o , n -z. Gen. Contractor ko4a in^ 4z�rro Contact Information Date Requested I �o - ; Date Needed io - -� L4 Subcontractor Project Address ! dsI v -� v e..� . Scope of Work1_a) Inspector Date of Inspection Inspection G- m Pass ❑ Fail F1 Fee t Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee 1 o�Z'r ol8(z;, (800)999-5099 441 www.stranglie.com lis +:1� t5 t mom a I h qI" 1 b 3 �)J 56c8sCb +a VOIa4AffG i.5 lit r�7G v LCakm 0' (S� 7-0 r� tiZ W1o{ic ISG i Maeauai Every day we work hard to earn your business, blending pledge the talents of our people with the quality of our products and services to exceed your expectations. J%e vs -P 81- FlksT City of Tybee Island - Community Development Dept. Inspection Report a s 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 3132$ =�y� IITE RNAT IDWL ti.o_►'' Phone 912.472-5032 - Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ��- L0517 Date Requested iv�4/q Owner's Name IeDW1V Date Needed 013/0; b (_. Hq 7 9A #( ~H Gen. Contractor �E bLb)PSubcontractor Contact Information Project Address 131 3 lath Scope of Work Inspector L Date of Inspection 9 Inspection & AB Pass El Fail El Fee SSU Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee YATES-ASTRO TERMIT9i & PEST CONTROL C P.O. Box 23313 J00 WORK (ORDER DESCRIPTION OF WORK: �q **PRETREAT** SQ. FEET. ` C� GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET FOOTERS/: GAL. USED: X11b�I� cr�c cit �/i As 1,,,e JIV 71-aOTAL GALS. Zg0 DEPTH OF FOOTER INSIDE: 1_ 2 3 4_ DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: CHEMICAL USED: /o TECHNICIAN(S): WILLIAM G. MILLER TARGETED PEST: SUBTERRANEAN TERMITES RFNFWAL DO NOT ALLOW RESIDENTS, SAVANNAH, GEORGIA 31403 DATE OF ORDER CHILDREN, OTHER PERSONS, OR (912) 651-9000 —Ok-1 v CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE BILL;rO DATE COMPLETED . ORDER TAKEN BY TOTAL AMOUNT $ ADDRESS ❑ DAY WORK ❑ CONTRACT CITY ❑ EXTRA JOB NAM A DATION JOBPHONE DESCRIPTION OF WORK: �q **PRETREAT** SQ. FEET. ` C� GAL. USED: LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: GAL. USED: LINEAR FEET FOOTERS/: GAL. USED: X11b�I� cr�c cit �/i As 1,,,e JIV 71-aOTAL GALS. Zg0 DEPTH OF FOOTER INSIDE: 1_ 2 3 4_ DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB: TYPE OF SLAB: CHEMICAL USED: /o TECHNICIAN(S): WILLIAM G. MILLER TARGETED PEST: SUBTERRANEAN TERMITES RFNFWAL DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX DATE COMPLETED . WORK ORDERED BY TOTAL AMOUNT $ ❑ No one home ❑ Total amount due ❑ Total billing to Signature for above work; or be mailed after I hereby acknowledge the satisfactory completion completion of the above described work. of work 1 /tea City of Tybee Island • Community Development Dept. amt\ Inspection Report 1 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328=yam Phone 912.472-5032 • Fax 912.786.9539 cao COUNCIL f IEMBFR Permit No. Ll a+ ' Date Requested Owner's Name °a�:-�'��d_ Date Needed Gen. Contractor ) 1 r Subcontractor Contact Information Project Address Scope of Work Inspector r Date of Inspection Inspections - Pass E Fail F] Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 - 1r��r�.=aI, �:L ash,, a*' Phone 912.472-5032 • Fax 912.786.9539 CODECOUNCIL MEMBER Permit No. Date RequestedL/ Owner's Name RO WAIL Date Needed 01 Gen. Contractor6RTq 14(Alf 9" Subcontractor Jqdla 61NITq sl � -/671 Contact Information C t 4. Project Address ) 313 6 -;"y 4 V6 Scope of Work Inspector 1: Date of Inspection gas//dl- Inspection Pass Fail ❑ Fee j) ✓1 Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. 11 ' ` Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328��� Phone 912.472-5032 Fax 912J86.9S39CODEcouHcic MEMBER Permit No. `1` - J 5-17 Date Requested vll-5115� Owner's Name Date Needed A6� _ Gen. Contractor C.I-l4V+"91n ## ►hf 'Subcontractor Contact Information aL Project Address G _ ✓� Scope of Work ej ia- Inspector Date of Inspection Inspection Pass Fail Fee jjff 1 Inspection Pass ❑ Fail ❑ Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Fax Transmission Result Rel Date/Time Model Name Machine Serial Number Line l Linel Name Line? Line2 Mame 08-12-201410:33 AM CLX -9352 Z94UB 1 ED500022H City of Tybee 9127859539 is not available is not available Page [1 ] of [1 ] Job Destination Start Time Duration Mode Job Type Page User Result 17910 Georgia Power rele08-12-2014 10:32 01'25" G3 H -Tx 1/1 LocalUser ase178888514411 AM r., l:. Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: 1-313 S t H VE Release Date: c TypRofRelease: Temporary _Permanent Permit# Electrician: G ,r;:/I1 e�rRie- Phon.#MIa)3-10- Builder: IW :✓i D/}t fL S Phone It (11.1) .210 - r%I94 owner: IGI48eL S DUVJ - Phone# Old 5417- %413 Location Address: Release Date: Type of Release: _Temporary Permanent Permit K Electrician: Phone rl Builder: Phone # Owner: Phone # Planning and Zoning Jerris Bryant 912»472.5033 OK H -Rx: Host Rx M -S: Memory Save P -Rx: Poll Rx D -Tx: Delay Tx H -Tx: Host Tx S -Rx: Secure Rx P -Tx: Poll Tx BC -Tx: BroadCast Tx Tybee Island, GA GEORGIA POWER RELEASE FOR ELECTRIC SERVICE PHONE: 1-888-748-6843, Press 1, Extension 32855 or 32856 FAX: 1-888-851-4411 Location Address: _j3-/3 51.V-04 �V� Release Date: 11A Type of Release: Temporary Permanent Permit # /4-05-/7 Electrician: 6>e i rrl,l J �Le-&rk !L' Phone # M IA).� e o - gyr-t Builder: [.14 -AT -1-16M `t OtnBUIL-D61L)Phone # ql0; Owner: AI C !4E}e,L o uw a Phone # M I., Location Address: Type of Release: Temporary Permanent Electrician: Release Date: Permit # Phone # Builder: Phone # Owner: Planning and Zoning Jerris Bryant 912-472-5033 Phone # City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 I�1 E�?h,i; i7"JGL h.nn_ Phone 912.472-5032 • Fax 912.786.9539 COO[COUNCIL r f MEMBER Permit No. f - �S �% Date Requested o Owner's Name 4 ul %r%rG Date Needed Gen. Contractore/46TA1211 /761 bLL*'.Subcontractor Contact Information Project Address Scope of Work Inspector ff Date of Inspection Inspection's Pass Fail IJ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee L City of Tybee Island . Community Development Dept. EM Inspection Report -WI 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 ME= Phone 912.472-5032 - Fax 912.786.9539 c DECOUN'ai MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Contact Information Project Address Subcontractor Scope of Work q Inspector2G+C Date of Inspectfo.n\"' Inspection Pass El- Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee island - Community Development Dept. wo=w Inspection Report ;sem 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 .MM i Phone 912.472-5032 - Fax 912.786.9539 CObECOUNca I �J % , / MEMBER Permit No. _ �Y �S� Date Requested , r2 /Q�ll Owner's Name O A/ Date Needed k&( Gen. Contractor 61)qTy1q& Subcontractor Contact Information U /a- Project a- Project Address 13JRAV Scope of Work S Inspector _ Ott{ Date of Inspection xjgll5i Inspection 4 0 -re Pass Fail A e r\ > Inspection Inspection '7�w ��L� �, ) J 7D X -'.-- via Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee DATE ISSUED: 07-23-2014 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CITY OF TYBEE ISLAND BUILDING PERMIT NEW RESIDENTIAL BLDG - SF 1313 SIXTH AVE MICHAEL BROWNE 355 ISLAND RD SAVANNAH GA 31406 CONTRACTOR NAME CHATHAM HOME BUILDERS ADDRESS STEPHEN KONCUL CITY STATE ZIP SAVANNAH GA 31414 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2100 OCCUPANCY TYPE P TOTAL FEES CHARGED $ 7,220.00 PROPERTY IDENTIFICATION # 4-0011-04-003 PROJECT VALUATION $230,000.00 A TOTAL BALANCE DUE: PERMIT #: 140517 $7,220.00 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: Q61. Z�V,(iy� V V P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISL�►ND Application for a New Construction Permit I P.O. Box 2749 • 403 Sutler Ave., Tybee Island, GA 31328 Phone 912.472.5030 • Fax 912.786.9539 / pages 1 - 7 of permit application Required submittals: . • 2 sets building plans -_ - 1 copy REScheck or COMcheck 1 copy certified survey showing existing ground elevations, flood Zone(s), and trees 3 sets certified hydrology, drainage and erosion control plans . $250 plan deposit (will be forfeited if project is abandoned) check # 1 L4 Street address Owner Architect or Engineer Contractor s NAME MAILING ADDRESS �j5-s_To IF) —1) ;'eOJ9D PIN # 4-0011-01--003 PHONE e Teri fj G A 3/ 4 oro 1i /�/ Check all that apply: [i New Construction ❑ Other f44&L' Home: Cell: 5") 7_9C4lv3 Office: 727- 2-140 Cell: 312- -0460 Office: /--z,4- 3 5-6 ov CeW A14 -r)/86 E Residential Single Family ❑ Duplex ❑ Commercial ❑ Multi -Family units Details of project: 0 '2 V-'5, 6' C{ AL ��Z �' Azl* Estimated cost of construction: $ A�3 (9- 0 (�(7 U 0 A copy of the contract may be requested. Construction type: (select appropriate number below) 1. wood frame 3. brick veneer 2. wood & masonry 4. masonry 5. steel & masonry 6. other: Lot area 5 S 30 sq. ft. # buildings # units ## floors 2 - 5 # bedrooms _ # bathrooms Z S ## of egresses_ An elevator is not an accepted means of egress. Height , /0 Vertical distance is measured from the average adjacent grade of the lot to the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated/cooled square footage ?-,/d0 Flood Zone A F (AE or VE) Base Flood Elevation %2• Design Flood Elevation (BFE + 1 -foot) i L As -built setbacks: Front` Rear 20' Sides (L) /` (R) /O fatal driveway(s) width X feet # of openings Z Culvert? Swale? e�Ch_ cr�_.✓el✓"y /o'c�.�'d� Dumber of off-street parking spaces J Number of trees to be removed A separate tree removal permit is required. 3/10/2013 1 During construction on-site restrooms will be provided by a ).'s Construction debris will be disposed by 41, X, by means of Section 22-169 — When active work ceases an the project for the day a SECURE COVER shalf be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. understand that I must comply with zoning erosion control, building, fire, shore protection, and wetland ordinances FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation +- 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of appl ant•? r c ��_ Date: i Printed name:LCCrVF ----------------------------------------------------------------------------------- The following will be completed by City of Tybee Island personnel. Zoning District 2Flood Zone - -A BFE Z' DFE Approved zoning action? 0A Verified street address New L/ Existing If new, has it been reported to M C, CRC, etc.? �A(-o Number of egresses? Average adjacent grade D . feet Drainage and Erosion Control plans approved? Approval Signature Date Building Official Water/Sewer Public Works Fire Chief Planning & Zoning 9-1244 ` It7oYL 2,IbA-*)S_r ZI'Di 000 2 Permit FEES 13955� Inspections 3�111 " (a 3 ID _L Water Tap Lc77 o CC Recovery f �_ o p 0_ Sewer Stub Aid to Construction '2- 2Engineering Engineering /7S, a Plan deposit refund �- TOTAL The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Shc — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manua! for Erosion and Sediment Control in Georgia, which is available at: http:llwww.gaswcc.org/docs/field_manual_4ed.tpdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://gaswcc.georgia.aov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT February 2013 Signature of contractor Date: Printed name: ��.�r P a-vC- u 3 CITY OFTYBEE ISLA, -,,J P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5030 - Fax 912.786.9539 Water Tap and Sewer Stub Application Street address of project / Plumbing company ,r�. �- h 1 Plumbing contact person & phone numbers office cell Name of property owner(s) 0 1, �9 Phone numbers of property owner(s) office cell — Details of project ��� �,� oyYYr erT v Residential Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER SEWER STUB Number Meter Number Stub of Taps Size of Stubs Size 314" 4" 1„ 6" 1-1/2" 8" 2" Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5030 to arrange for water meter pick up. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner: name: ] n ,2 s rco t a Ne - Printed Signature of contractor Printed name: 2a'z,,_,6,1 �l r M Date: �3 l Date: A SEPARATE PERMS E IS REQUIRED FOR INFRASTRU-- URE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, re uires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at /3 13 � a� require an infrastructure alteration permit? street address of project Yes ❑ No Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: Printed name: 5 Date: CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of T bee Island prior to the structure being furnished and/or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. Means shall be provided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: P Printed name: 24 ( hr Signature of contractor; �. L� Printed name: l� r• c c� L 0 Date: Date: i i Subcontractor List Street address of project: x, Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors Company Address 37 Contact person may,, AITL, Business type D ff Cell number �� `�` /(�'79 Office number a - 2. Company , �' �, '�i� '-C Business type Address p!&& 1 cr �3t kl Contact person 6h i�1 f l 3. Company �' G �. �� i�/ )- 1-A C. Address &f6�e Contact person CUYLrcj wAa- 4. Company Address p(), 60 /5jq �'5 Cell number 555 Office number Business type LL�' Cell number qql - g5�R -3 Office number qia �a� Asa 3 Business types Cell number q/� Contact person U Vac n Office number 5. CompanyG -_ Address l o ld'�an& Contact person on 6. Company 9l� -3�5 l - q& 3J Business type Cell number 9�`�� q35,,/ Office number ala -<35V :352-1 Business type A,,f ti g - Address 5zl-�e�'] �� �G�IOC�f'?�? Cc,Ni � ���� Cell number �1 a � ,�1 77 Contact person Office number 1-370 Attach additional sheets if needed 7 RECEIVED DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE Browne Residential Project 13136 th Avenue Tybee Island, Georgia 31328 FOR Chatham Home Builders 2247 East Victory Drive Savannah, Georgia 31404 July, 2014 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 912.897.6932 LAHBOS@BELLSOUTH. NET SAGISAND VICNITYYMAP .14 O Pv - w 9 17A 17 3A „^ 1212A ION 24 S (57 A) TW 23AC 6A' u r (2AC-NUQi 3 X1. l y ¢y J ti ,M1 17 7,1 ca _ .fig; - '' � �'' - �'•'i ;�'' «�:.y""" -- �� -�_' - ', _ �� � a cry o r1p?ell +7 -.L .dei _ - �,( L�-_ (��'is �'f� ��5-{� 4 _,` j{g/JY-- 1fa ff��r'� -'_'• t 14 . p l 4�"--..,_ - r '�` 1;� sem' _ � - '`'t• {ff SEW70 j ,ts 20 12 �? i4 1.t-- fly j Vic' .41 AG ' - r W-WE Savannah Area GIS 1:2,440 S Fee! iZ0 2A0 Map Text A63 Parcels US Highways Buildings A40; A41; A44, Chatham Labels A45 - County State/US A11; A15 Highways A50; A51 interstates Labels A21; A25 Labels A60; A61; A62; State Highways A30; A31; A35; A$4 Free Ways Labels Labels A85; A81 A70; A71; OBJECTID: 53190 Shape: Polygon PIN: 4-0011-04-003 NAME: BROWNE MICHAEL C & TERESA B" ADDRESS 1: ADDRESS 2: 355 ISLAND RD ADDRESS_3: CITY: SAVANNAH STATE: GA ZIP CODE: 31406 PROP ADDRESS: 617H AVE TYBEE ISLAND S'T'REET LIGHTING: MUN_CODE: 4 NEIGHBORHOOD CODE: 20228 LAND UNITS: 5830 LAND FRONTAGE: 0 LAND DEPTH: 0 LAND TYPE: SF REAL_ESTATE-VALUE: 148700 LAND VALUE: 148700 BUILDING VALUE: 0 PROP-CLASS-CODES: R LAND-USE-CODE: 91 SALE PRICE: 0 SALE YY: 2013 SALE MM: 10 SALE DD: 18 TRANSIT-CODE: 0 APC CODE: COMM CAT: AGENT: TOTAL_ASSESSMENT: 59480 LEGAL_l: LOT 310 WARD 4 SAVANNAH BEACH, LEGAL 2: TYBEE ISLAND ZONING: R2 SALE.-OR.-BOOK: 392A SALE_OR PAGE: 17 BASE-YR-VALUE: 0 BASE _YR VAL CPI: 0 CAMA_LAND_VALUE: 148700 CAMA MISC VALUE: 0 CAMA BLDG VALUE: 0 CAMA TOTAI. VALUE: 148700 CHTXFER FILLER: Null ADTAB TAD: ADTAB- rAD_BYV: 0 ADTAB EZONE: GDATA EZ: TCR—DATE: 5/1/2014 STNUM: Null STSHORTNAM: 6TH STPREFIX: Null STUNIT: Null STNAME: 6TH CALCAC: 0.132788 OwnerName: BROWNE MICHAEL C & TERESA B" FULLADDRESS: 6TH AVE PROP ADDRE2: 6TH AVE ZIPCODE: 31328 ZONEID: I1-2 Zoning Description: One and Two Family Residences ALDERID: 0 COMMID: 4 Neighborhood Description: T228 TYBEE MILLER AV Landuse Description: Residential V L FLOODID: AE Elementary School: HOWARD ELEMENTARY Middle School: ISLANDS High School: Coastal Voting Precinct: 4,11C STSUFFIX: AVE ALDER TXT: None NBHD CODE: 20228 Shape—Length: 321.831341 Shape—Area: 5784.233467 1V1U11WUUG Sec. 3-090. Schedule of development regulations. A. Schedule of residential district dimensional requirements. Page 1 of 2 Zoning Minimum Lot Area (square feet) Front Yard Minimum Yard Setback Maximum District feet Distance (feet) Structure ei ht feet 1(A) (Not applicable to Height feet —Single- wo-Family Oulti Family Front Rear Side — Famil 'eet if bordering R-1 lot permitted Not permitted 20 20 10 35 1(B) ermitted 8 1 5 R 2 ,500 ,750 of permitted 0 10 10 35 7 -,TM 9TIM , e to 80% 20 10 10 f the property xclusive of the etbacks (1) In any residential district (R -I, R -I -B, R-2 and RT) where the average front setback distance for existing buildings on all lots located wholly or partly within 200 feet to each side of any lot, and within the same zoning district and fronting on the same side of the same street and on the same block as such lot, is less than the minimum setback required in such zoning district, the front setback on such lot may be less than the required setback but not less than the existing average setback distance for all lots within 200 feet to each side, provided that in no case shall the front setback on new construction be less than ten feet. When lots within 200 feet on each side are vacant such vacant lots shall be considered as having the minimum required setback for the purpose of computing an average setback distance. When existing structures on lots within 200 feet on each side exceed minimum front setback required in such zoning district, the required setback shall be used for the purpose of computing an average setback distance. See illustration and table for visual clarification. 200' �t 60' 90' 60' 60' 60' 60' 60' ---T---7-------I---7---T---I---7 side —I street ! I Vacant I I R-2 lot I I ! l I I [ I I ! I { I I I ! I A I B I C I D I E I F I G I A 18' A 18' B 20' B 20' C 16' C 16' E 14' E 16' F 20' F 20' G N/A G N/A 178=10=17.8' front setback allowed on Lot D B. Schedule of other than residential districts (commercial, maritime and transitional business -residential) dimensional requirements'. Zone Minimum Lot Area (square Front Yard Rear (feet) ')ide (feet) axi mum Structure feet ei ht feet 1(A) (Not applicable to None required except 15 one required except 15 5 flowed uses) feet if bordering 'eet if bordering residential use. esidential use. 1(B) (Not applicable to 8 b 5 35 flowed uses -1 (C} 20 10 10 5 https:/llibrary.municode.comlprint.aspx?h=&clientID=14104&HTMRequest=https%3 a%2f... 7/2/2014 REPORT HYDROLOGY REPORT For The New Residence 1313 6 TH Avenue Tybee Island, Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site is vacant with scattered trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project will be the construction of a new residential structure and will have grading and utilities. The total site is approximately 0. 13 acres with the new project being approximately 0.07 acres disturbed. Detention will not be required for this project_ The soils in this area have been classified by the Soil Conservation Service as being CuC ( Chipley Urban Complex). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of one drainage area. The existing drainage area consists of 0.13 acres and has a diverse drainage pattern but drains predominantly to the east towards the 6`h avenue right of way. The existing storm water run-off volume currently leaving the site will be the maximum allowed to impact any adjacent property during post developed storm events. POST DEVELOPMENT SITE CONDITIONS The proposed site contains one drainage area but is divided by placement of the structure into two areas. New drainage is collected on site into a depressed area and is prevented from impacting adjacent properties by the use of swales. ANALYSIS METHOD The TR 55 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: DRAINAGEAREA PRE -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POST -DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES -- SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE -DEVELOPMENT SLOPE — SEE EXHIBITS POST DEVELOPMENT SLOPE = SEE EXHIBITS TIME OF CONCENTRATION PRE -DEVELOPMENT = 5 MINUTES TIME OF CONCENTRATION POST -DEVELOPMENT = 5 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered due to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGESUMMARY TABL.E'SAND ALLOWABLE RUNOFF CALCULATIONS DRAINAGE 1 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR YEAR E -DA 0.31 0.37 0.48 0.60 0.72 0.84 0.95 N -DA 0.38 0.44 0.56 0.67 0.79 0.91 1.02 TOTAL INCREASE IN 0.07 0.07 0.08 0.07 0.07 0.07 0.07 RUN-OFF DRAINAGE EXHIBITS E - ..o LWFBM 6 X6.15 6 Nam !F EDGE OF PAVEMENT 7 i, G . 18 6TH AVENUE JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 52 2.45 7.27 CMF 6& NC�4f2`00'00' E 53.00' CMF 25 OHPL p�F 2 w 06 ' 6, 52 NLS a 0 =0 0 0 co cn LOT 310 6 o '1 25 0 E- DA IMP = 0.0 AC a: SHERRI P N: 04&001 MES t PER = 0. 13 AC TOT = 0. 13 AC Cw = 79 0 O 0 0 0 a 0 o z t 4 PORC 7 CMF M S 53.00' S 22`00'00" W CM -Z 3 - E - ..o LWFBM 6 X6.15 6 Nam !F EDGE OF PAVEMENT 7 i, G . 18 6TH AVENUE JIM DELANE DAUGHTRY PIN: 4--0011 -04-001 52 3 2-45 .27 CMF CMF Nc'y2°00'00" E 53.00' cm F 25 OHPL �$FZ w �. 52 _ LS a- O p O O � // ccn o 0 25 N -D SHERRI 0 & JAMES EIZ O „ _ 4IAV 5 A = PIN: 4-0011 -S 1 TOT 0. 5 �! ' TO =i 5 A Cw 8 O L//�, O / O Z � 6"X6" Po�c 34 7 CMF- 5 53.0 22 00'0 " W M 6.1 )" E -CAI 6 ? 6 75 6 Nr� CMF PAVEMENT 7 iC 18 6TH AVENUE CW CALCULATIONS CW CALCULATIONS E -DA - CW PRE -DEVELOPED FACTOR IMPERVIOUS AREA = 0.00 AC. PERVIOUS AREA = 0.1 3 AC TOTAL = 0.1 3 AC (98x0.0)+(79x0.13)/0.10= 79 N -DA - CW POST -DEVELOPED FACTOR IMPERVIOUS AREA = 0.04 AC. PERVIOUS AREA = 0.09 AC TOTAL = 0.1 3 AC (98X0.04) + (79x.09) / 0.13 = 85 EXISTING HYDR4GRAPHS FgorsEt MEN ME Eli Project: MIKE-K-6TH-EDA.GPW IDF: SAVANNAH.IDF 7 hyd's 07-02-2014 Hydrograph Summary Report Page i Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (tuft) Retum period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuff) Hydrograph description 1 SCS Runoff 0.31 1 726 1,106 1 -- — -- MIKE -K -EDA -1 -I -YEA 2 SCS Runoff 0.37 1 726 1,304 2 — — --- MIKE -K -EDA -1 -2 -YEA 3 SCS Runoff 0.46 1 726 1,713 5 --- — – MIKE -K -EDA -1 -5 -YEA 4 SCS Runoff 0.60 1 726 2,134 10 — --- MIKE -K -EDA -1 -10 -YE 5 SCS Runoff 0.72 1 726 2,564 25 — — MIKE -K -EDA -1 -25 -YE 6 SCS Runoff 0.B4 1 726 3,001 50 — -- MIKE -K -EDA -1 -50 -YE 7 SCS Runoff 0.95 1 726 3,442 100 — MIKE -K -EDA -1-100-Y Proj. file: MIKE-K-6TH-EDA.GP ,DIF file: SAVANNAH.IDF Run date: 07-02-20'14 Hydrograph Plot Hyd. No. 1 MIKE -K -EDA -1 -1 -YEAR Hydrograph type = SCS Runoff Storm frequency = 1 yrs Drainage area = 0.13 ac Basin Slope = 1.0 % Tc method = USER Total precip. = 4.50 in Storm duration = 24 hrs English Peak discharge = 0.31 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 1,106 cuft j 1 - SCS Runoff -1 Yr - Qp = 0.31 ds 9 A A# u 5 10 15 20 25 Time (hrs) / Hyd. 1 Hydrograph Plot Hyd. No. 2 MI KE -K -EDA -1 -2 -YEAR Hydrograph type = SCS Runoff Storm frequency = 2 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 5.00 in Storm duration = 24 hrs M 0. a 0. j 0. English Peak discharge = 0.37 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 1,304 cult 2 - SCS Runoff - 2 Yr - QP = 0.37 ds we 5 10 15 20 25 Time (hrs) / Hyd. 2 Hydrograph Plot Hyd. No. 3 MIKE -K -EDA -1 -5 -YEAR Hydrograph type = SCS Runoff Storm frequency = 5 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 6.00 in Storm duration = 24 hrs English Peak discharge = 0.48 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of cont. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 1,713 cult 1 3 - SCS Runoff - 5 Yr - Qp = 0.48 ds 0.5 0.A 0.1 0. 0 -- _. 3 0 5 10 15 20 25 Time (hrs) Hyd.3 Hydrograph Plot Hyd. No. 4 MI KE -K -EDA -1 -10 -YEAR Hydrograph type = SCS Runoff Storm frequency = 10 yrs Drainage area = 0.13 ac Basin Slope = 1.0 % Tc method = USER Total precip. = 7.00 in Storm duration = 24 hrs 0. i 0 U 0 OF 0 1 0 0 English Peak discharge = 0.60 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,134 cuft 4 - SCS Runoff -10 Yr - QP = 0.60 ds 5 10 15 20 25 Time (hrs) j Hyd. 4 Hydrograph Plot Hyd. No. 5 MI KE -K -EDA -1 -25 -YEAR Hydrograph type = SCS Runoff Storm frequency = 25 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 8.00 in Storm duration = 24 hrs 0.6- L) 0.4- d 0.2- English Peak discharge = 0.72 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,564 cult 5 - SCS Runoff - 25 Yr - Qp = 0.72 ds E i 5 10 15 Zu Time (hrs) / Hyd. 5 25 E 14 ,I I 5 10 15 Zu Time (hrs) / Hyd. 5 25 Hydrograph Plot Hyd. No. 6 MI KE -K -EDA -1 -50 -YEAR Hydrograph type = SCS Runoff Storm frequency = 50 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 9.00 in Storm duration = 24 hrs English Peak discharge = 0.84 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 3,001 cuft 6 -SCS Runoff -50 Yr-Qp=0.84 ds Hydrograph Plot Hyd. No. 7 M I KE -K -E DA -1 -100 -YEAR Hydrograph type = SCS Runoff Storm frequency = 100 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 10.00 in Storm duration = 24 hrs English Peak discharge = 0.95 cfs Time interval = 1 min Curve number = 79 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 3,442 cuft 7 - SCS Runoff -100 Yr - Qp = 0.95 ds 0 0 v C o 0 5 10 15 20 25 Time (hrs) Hyd. 7 PROPOSED HYDROGRAPHS Project: MIKE-K-6TH-NDA.GPW IDF: SAVANNAH.IDF 7 hyd's 07-02-214 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time interval (min) Time to peak (min) Volume (cult) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cult) Hydrograph description 1 SCS Runoff 0.38 1 726 1,354 1 -- — — MIKE-K-NDA1-I-YEAR 2 SCS Runoff 0.44 1 726 1,568 2 — - — MIKE-K-NDAI-2-YEAR 3 SCS Runoff 0.56 1 726 2,003 5 — — MIKE-K-NDAI-5-YEAR 4 SCS Runoff 0.67 1 726 2,445 10 ---- — — MIKE-K-NDAI-10-YEA 5 SCS Runoff 0.79 1 726 2,893 25 — MIKE-K-NDAI-25-YEA 6 SCS Runoff 0.91 1 726 3,344 50 — ----- -- MIKE-K-NDAI-50-YEA 7 SCS Runoff 1.02 1 726 3,797 100 — MIKE-K-NDAI-100-YE Proj. file: MIKE-K-6TH-NDA.GP OF file: SAVANNAH.IDF Run date: 07-02-2014 Hydrograph Plot Hyd. No, 1 MIKE -K -N DA1-I-YEAR Hydrograph type = SCS Runoff Storm frequency = 1 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 4.50 in Storm duration = 24 hrs M 0 English Peak discharge = 0.38 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 1,354 cult 1 - SCS Runoff -1 Yr - Qp = 0.38 ds 19 5 10 15 20 25 Time (hrs) Hyd. 1 Hydrograph Plot Hyd. No. 2 MIKE-K-NDA1-2-YEAR Hydrograph type = SCS Runoff Storm frequency = 2 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 5.00 in Storm duration = 24 hrs 0 0 c� 0 9 English Peak discharge = 0.44 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 1,568 cult 2 - SCS Runoff - 2 Yr - Qp = 0.44 ds 0 5 10 15 20 25 Time (hrs) %` Hyd. 2 Hydrograph Plot Hyd. No. 3 M I KE-K-NDAI -5-YEAR Hydrograph type = SCS Runoff Storm frequency = 5 yrs Drainage area = 0.13 ac Basin Slope = 1.0 % Tc method = USER Total precip. = 6.00 in Storm duration = 24 hrs English Peak discharge = 0.56 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,003 cult 3 - SCS Runoff - 5 Yr - Qp = 0.56 ds 4 - - 2 L 10 15 Time (hrs) ,/a Hyd. 3 20 25 Hydrograph Plot Hyd. No. 4 MIKE-K-NDA1-10-YEAR Hydrograph type = SCS Runoff Storm frequency = 10 yrs Drainage area = 0.13 ac Basin Slope = 1.0 % Tc method = USER Total precip. = 7.00 in Storm duration = 24 hrs English Peak discharge = 0.67 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of cone. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,445 tuft 4 - SCS Runoff -10 Yr - QP = 0.67 ds 0 5 10 15 20 25 Time (hrs) Hyd. 4 Hydrograph Plot Hyd. No. 5 MIKE-K-NDA1-25-YEAR Hydrograph type = SCS Runoff Storm frequency = 25 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 8.00 in Storm duration = 24 hrs English Peak discharge = 0.79 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 2,893 cuft 5 - SCS Runoff - 25 Yr - QP = 0.79 ds 0 C Hydrograph Plot Hyd. No. 6 MIKE -K -N DA1-50-YEAR Hydrograph type = SCS Runoff Storm frequency = 50 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 9.00 in Storm duration = 24 hrs 1 0 i 0 C1 0 It English Peak discharge = 0.91 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 3,344 cult 6 - SCS Runoff - 50 Yr - Qp = 0.91 ds 0 5 10 15 20 25 Time (hrs) ® Hyd. 6 Hydrograph Plot Hyd. No. 7 MIKE -K -N DA1-100-YEAR Hydrograph type = SCS Runoff Storm frequency = 100 yrs Drainage area = 0.13 ac Basin Slope = 1.0% Tc method = USER Total precip. = 10.00 in Storm duration = 24 hrs English Peak discharge = 1.02 cfs Time interval = 1 min Curve number = 85 Hydraulic length = 125 ft Time of conc. (Tc) = 6 min Distribution = Type III Shape factor = 300 Total Volume = 3,797 cult 7 - SCS Runoff -100 Yr - QP = 1.02 ds 0 5 10 15 20 25 Time (hrs) / Hyd. 7 SWALE CALCULATIONS Project Description Friction Method Solve For Input Data Roughness Coefficient Channel Slope Left Side Slope Right Side Slope Discharge Results Normal Depth Flow Area Wetted Perimeter Hydraulic Radius Top Width Critical Depth Critical Slope Velocity Velocity Head Specific Energy Froude Number Flow Type GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Downstream Velocity Upstream Velocity Normal Depth Critical Depth Channel Slope Critical Slope Worksheet for M Manning Formula Normal Depth Supercritical 0.013 0.78000 % 100 it (H:V) 3.00 ft/ft (H:V) 0.40 ft'/s ---.� 2,85 in 0.17 ft= 1.50 ft 1.35 in 1.43 ft 0.26 ft 0.00524 ft/ft 2.36 ft/s 0.09 ft 0.32 ft 1.21 0.00 in 0.00 ft 0 0.00 in 0.00 ft Infinity ft/s Infinity fUs 2.85 in 0.26 ft 0.78000 % 0.00524 ft/ft RECEIVED 13t? S, x 4 -t -N Avz S1TFCSS NR-� Bentley Systems, Inc. Haestad Methods SoI91datldP~Master V81(SELECTseries 1) (08.11.01.03] 7191201410:29:45 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 Worksheet for MK-6T-SWALE-A Project Description Friction Method Manning Formula Solve For Normal Input Data Roughness Coefficient 0 013 Channel Slope 0.78000 Left Side Slope &0 ftlft (H:V) Right Side Slope 3.00 ftlft (H:V) Discharge 0.40 ft'Is Results Normal Depth 2.85 in Flow Area 0.17 ft2 Wetted Perimeter 1.50 ft Hydraulic Radius 1.35 in Top Width 1.43 ft Critical Depth 0.26 ft Critical Slope 0.00524 fyip, Velocity,as Velocity Head 0.09 ft Specific Energy 0.32 ft Froude Number , 1.21 Flow Type Supercritical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.Q0 ft Downstream Velocity Infinity ftfs Upstream Velocity Infinity flys Normal Depth 2.85 in Critical Depth 0.26 ft Channel Slope 0.78000 % Critical Slope 0.00524 ftlif Bentley Systems, Inc. Haestad Methods SolBdWdP erMaster V81 (SELECTseries 1) [08.11.01.031 71212014 2:23:44 PM 27 Slemons Company Drive Suite 200 W Watertown, GT 06795 USA +1_203-755-1666 Page 1 of 1 Worksheet for MK-6-SWALE-B Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.013 Channel Slope = n s�nn0 Left Side Slope 4.00 ftlft (H -V) Right Side Slope . 4.00 fttft (H:V) Discharge 0.40 ft -/s Results Normal Depth 2 95 in Flow Area 4 ft' Wetted Perimeter ft Hydraulic Radius 1 in Top Width ` 1 ft Critical Depth + 0 2 Critics! Slope 0.00529 Velocity 106, js Velocity Head t).04 ft Specific Energy 0.29 ft Froude Number j. 0.84 Flow Type Subcdtical GVF Input Data Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Downstream Velocity Infinity ft/s Upstream Velocity Infinity ftts Normal Depth 2.95 in Critical Depth 0.23 ft Channel Slope 0.36000 % Critical Slope 0.00529 f ift Bentley Systems, Inc. Haestad Methods SGIGIMA16PRIlimMaster V81 (SELECTseries 1 ) [08.11.01.03] 7/212014 2:23:52 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +11.203-755-1666 Page 1 of 1 FEMA l rn%�■jt MAP SCALE 1" = 500' 4. y f�ybee'islanr�d� .,' •}�:.1:.:' zso a 500 1000 EET 'ir' F ,Y ••, t�k•' •.• l.Y �. •,i�• �.:�' 135=1 '4 :Y*.�'•'�•' 1 ` .;.. ,. MEY op • r 26 10 zo .� .•w�'!ZONEWE; ;. l; �..•r;; :ZONE ;VSE �..r. AE';•':.�. Y.. .•, '.>�,�.''r- OCEANFRONT r •.• _,.,:'::.;.•.�.;.,.:, ATLANTIC i• i s 4•4•` •�. : r`•. •••: •• ! ' f , jy, ,e,' ,1 .'• This Is an official copy of a portion of the above referenced flood map. It .• •,+ was extracted using F-MfTOn-Line. This map does not reflect changes +'»: �.�.'�. �•:.' or amendments which may have been made subsequent to the date on the 'ti, , •••,•r.• •`*"•• •'+• tltie block. For the latest Product information about National Flood Insurance ZONE AE I Program flood maps check the FEMA Flood Map Store at wwwmsc.fema.gc ® PANEL 0326F im FIRM uJ1 FLOOD INSURANCE RATE MAP CHATHAM COUNTY, GEORGIA p AND INCORPORATED AREAS PANEL 326 OF 455 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS: p if COMMUNITY NUMBER PANEL SUFFIX CHATHAM COUNTY 130030 0326 F jj3YBEE ISLANt), CITY OF 135164 0326 F 19 ® .NOTE. THIS MAP INCLUDES BOUNDARIES OF THE COASTAL BARRIER ED RESOURCES SYSTEM ESTABLISHED UNDER THE COASTAL BARRIER RESOURCES ACT OF 1062 ANDlOR SUBSEQUENT ENABLING LEGISLATION. Notice to User: The Map Number shown below should be used when placing map orders; the Community Number shown above should be used on Insurance applications for the subject community. o�hh MAP NUMBER 13051C0326F °s, �� EFFECTIVE DATE SEPTEMBER 26, 2008 Federal Emergency MaungementAgcnev i• i s 4•4•` •�. : r`•. •••: •• ! ' f , jy, ,e,' ,1 .'• This Is an official copy of a portion of the above referenced flood map. It .• •,+ was extracted using F-MfTOn-Line. This map does not reflect changes +'»: �.�.'�. �•:.' or amendments which may have been made subsequent to the date on the 'ti, , •••,•r.• •`*"•• •'+• tltie block. For the latest Product information about National Flood Insurance ZONE AE I Program flood maps check the FEMA Flood Map Store at wwwmsc.fema.gc SOILS 3 Soil Map—Bryan and Chatham Counties, Georgia 513920 513930 513940 513950 513960 3 ti N 513970 yi 1 31. 57swN X75 R 0 � m 8 w _ 31° 59 47N 513970 3 h 712!2014 Page 1 of 3 N 513840 513850 513860 513870 513880 513890 513900 513910 Awl LT 4 + Y { �I ♦ ,� f j f o f l M N l f . - O s A ��-'- 31" Sy 4T N I 513840 513850 S138W 513870 5138W 513890 513900 513910 3 Map Scale: 1:638 V pinted on A lan iscape (11" x 8.5') sheet. � N 0 5 10 Metas 20 30 D 30 60 120 180 r�Feet Map projection: Web Mercator Comer coordinates: WC,S84 Edge tics: UTM Zone 17H WGS84 USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 513920 513930 513940 513950 513960 3 ti N 513970 yi 1 31. 57swN X75 R 0 � m 8 w _ 31° 59 47N 513970 3 h 712!2014 Page 1 of 3 MAP LEGEND Area of Interest (AOI) Area of Interest (A01) Solis Soil Map Unit Polygons 0 Soil Map Unit Lines [J Soil Map Unit Points Special Point Features Lc') Blowout ID Borrow Pit Clay Spot Closed depression Gravel Pit , Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry 0 Miscellaneous Water Perennial Water Rock Outcrop Saline Spot - Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot Soil Map—Bryan and Chatham Counties, Georgia Spoil Area Stony Spot Very Stony Spot Wet Spot other Special Line Features Water Features Streams and Canals Transportatlon *44 Rails Interstate Highways US Routes Major Roads Local Roads Background %111i.. Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:20,000 Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely an the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http:l/websoilsurvey.nres.usda.gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Bryan and Chatham Counties, Georgia Survey Area Data: Version 8, Dec 19, 2013 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 1, 2010 --Jan 15, 2012 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 7/2/2014 �M_ Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties, Georgia Map Unit Legend Bryan and Chatham Counties, Georgia (GA613) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI CUC I Chipley-Urban land complex 2.1 100.0% Totals for Area of Interest Ji - 2.1 � 100.0% u5D4 Natural Resources Web Soil Survey 1/212014 Conservation Service National Cooperative Soil Survey Page 3 of 3 APPENDIX Appendix B Synthetic Rainfall Distributions and Rainfall Data Sources The highest peak discharges from small watersheds in the United States are usually caused by intense, brief rainfalls that may occur as distinct events or as part of a longer storm. These intense rainstorms do not usu- ally extended over a large area and intensities vary greatly. One common practice in rainfall -runoff analy- sis is to develop a synthetic rainfall distribution to use in lieu of actual storm events. This distribution in- cludes maximum rainfall intensities for the selected design frequency arranged in a sequence that is critical for producing peak runoff. Synthetic rainfall distributions The length of the most intense rainfall period contrib- uting to the peak runoff rate is related to the time of concentration (T,) for the watershed. In a hydrograph created with NRCS procedures, the duration of rainfall that directly contributes to the peak is about 170 percent of the T, For example, the most intense 8.5 - minute rainfall period would contribute to the peak discharge for a watershed with a T, of 5 minutes. The most intense 8.5 -hour period would contribute to the peak for a watershed with a 5 -hour T, Different rainfall distributions can be developed for each of these watersheds to emphasize the critical rainfall duration for the peak discharges. However, to avoid the use of a different set of rainfall intensities for each drainage area size, a set of synthetic rainfall distributions having "nested" rainfall intensities was developed. The set "maximizes" the rainfall intensities by incorporating selected short duration intensities within those needed for longer durations at the same probability level. For the size of the drainage areas for which NRCS usually provides assistance, a storm period of 24 hours was chosen the synthetic rainfall distributions. The 24- hour storm, while longer than that needed to deter- mine peaks for these drainage areas, is appropriate for determining runoff volumes. Therefore, a single storm duration and associated synthetic rainfall distribution can be used to represent not only the peak discharges but also the runoff volumes for a range of drainage area sizes. Figure B-1 SCS 24-hour rainfall distributions 9 12 15 18 21 Time (hours) The intensity of rainfall varies considerably during a storm as well as geographic regions. To represent various regions of the United States, NRCS developed four synthetic 24-hour rainfall distributions (1, IA, II, and III) from available National Weather Service (NWS) duration -frequency data (Hershfield 1061; Frederick et al., 1977) or local storm data- Type IA is the least intense and type II the most intense short duration rainfall. The four distributions are shown in figure B-1, and figure B-2 shows their approximate geographic boundaries. 24 Types I and IA represent the Pacific maritime climate with wet winters and dry summers. Type III represents Gulf of Mexico and Atlantic coastal areas where tropi- cal storms bring large 24-hour rainfall amounts. Type II represents the rest of the country. For more precise distribution boundaries in a state having more than one type, contact the NRCS State Conservation Engi- neer. (210-vI-TR-55, Second Ed., June 1986) B-1 Figure B-2 Approximate geographic boundaries for NRCS (SGS) rainfall distributions TA - - P. Rainfall Distribution _ Type I 0 Type IA Type 11 Q Type III zzz s� Rainfall data sources This section lists the most current 24-hour rainfall data published by the National Weather Service (NWS) for various parts of the country. Because NWS Technical Paper 40 (TP40) is out of print, the 24-hour rainfall maps for areas east of the 105th meridian are included here as figures B-3 through B-8. For the area generally west of the 105th meridian, TP -40 has been superseded by NOAA Atlas 2, the Precipitation Frequency Atlas of the Western United States, published by the National Ocean and Atmospheric Administration East of 105th meridian Hershfield, D.M. 1961. Rainfall frequency atlas of the United States for durations from 30 minutes to 24 hours and return periods from 1 to 100 years. U.S. Dept. Commerce, Weather Bur. Tech. Pap. No. 40. Washington, DC. 155 p. West of 105th meridian Miller, J.F., R.H. Frederick, and R.J. Tracey. 1973. Precipitation -frequency atlas of the Western United States. Vol_ I Montana; Vol. 11, Wyoming; Vol III, Colo- rado; Vol. IV, New Medco; Vol V, Idaho; Vol. VI, Utah; Vol. VII, Nevada; Vol. VIII, Arizona; Vol. 1X, Washing- ton; Vol. X, Oregon; Vol. X1, California. U.S. Dept. of Commerce, National Weather Service, NOAA Atlas 2. Silver Spring, MD. Alaska Miller, John F. 1963. Probable maximum precipitation and rainfall -frequency data for Alaska for areas to 400 square miles, durations to 24 hours and return periods from 1 to 100 years. U.S. Dept. of Commerce, Weather Bur- Tech. Pap. No. 47. Washington, DC. 69 p. Hawaii Weather Bureau- 1962. Rainfall -frequency atlas of the Hawaiian Islands for areas to 200 square miles, dura- tions urations to 24 hours and return periods from 1 to 100 years. U.S. Dept. Commerce, Weather Bur. Tech. Pap. No. 43. Washington, DC. 60 p. Puerto Rico and Virgin Islands Weather Bureau. 1961. Generalized estimates ofprob- able maximum precipitation and rainfall -frequency data for Puerto Rico and Virgin Islands for areas to 400 square miles, durations to 24 hours, and return periods from 1 to 100 years. U.S. Dept- Commerce, Weather Bur. Tech. Pap. No. 42_ Washington, DC. 94 P. B-2 (210 -VI -TR -55, Second Ed., June 1986) Figure S-3 2 -year, 24 -hr rainfall U.S. DEPARTMENT OF AGRICII—IIE 2 -Year 24 -Hour RairdhH (inches) NATURAL RESOURCES CONSERVATION SERVICE �t 2.0 —� 2- 51 20 /��� y2�- .0 3.0 2.0 t 3.5 USE NOAA ATLAS2 MAp3 FIOR \ WESTERN STATES 4. JI / } �3S +�?�\ f_, /-3-5 04-5 r+' t 4.0 - . 6.0 , nd, J 1 .r4-5 1�- 11 ts' -1- -- 2.0 3A6.0 25�- 6.0 5 3 5S 5 _ 5.0 Rag ism 45 AainW bOT— hell unit J -D — — neuda 5-0 6.0 5.5 4.0 4.5 ,m emv. `� 5.0 a. Abem EgeNAm Pmjea' n Figure $-4 5 -year, 24-hour rainfall (210-Nq-TR-55, Second Ed., June 1988) B4 Figure B-5 10 -year, 24-hour rainfall Figure B-6 25 -year, 24-hour rainfall B-4 (210 -VI -TR -55, Second Ed_, .Tune 1986) Figure B-7 50 -year, 24-hour rainfall mm� Figure B-8 100 -year, 24-hour rainfall (21aVI-TR-55, Second Ed_, June 1986) B --B Chapter 3 Sheet flow Time of Concentration and Travel Time Technical Release 55 Urban Hydrology for Small Watersheds Sheet flow is flow over plane surfaces. It usually occurs in the headwater of streams. With sheet flow, the friction value (Manning's n) is an effective rough- ness oughness coefficient that includes the effect of raindrop impact; drag over the plane surface; obstacles such as litter, crop ridges, and rocks; and erosion and trans- portation of sediment. These n values are for very shallow flow depths of about 0.1 foot or so. Table 3-1 gives Manning's n values for sheet flow for various surface conditions. Table 3-1 Roughness coefficients (Manning's n) for sheet flow Surface description - n 11 Smooth surfaces (concrete, asphalt, gravel, or bare soil) .......................................... Fallow (no residue) .................................................. 0.011 Cultivated soils: 0.15 Residue cover:_20%......................................... 0.06 Residue cover >20% ......................................... 0.17 Grass: Short grass prairie ............................................ 0.15 Dense grasses V ................................................ 0.24 Bermudagrass.................................................. 0.41 Range (natural)......................................................... 0.13 Woods -2 Light underbrush .............................................. 0.40 Dense underbrush ............................................ 0.80 1 The n values are a composite of information compiled by Engman (1986). 2 Includes species such as weeping lovegrass, bluegrass, buffalo grass, blue grana grass, and native grass mixtures. S When selecting n, consider cover to a height of about 0.1 ft. This is the only part of the plant cover that will obstruct sheet flow. For sheet flow of less than 300 feet, use Manning's idnematic solution (Overtop and Meadows 1976) to compute Tt: 0.007(nL)"' _ Tt lP )0.550.4 [eq. 3 3] l 21 where: Tt = travel time (hr), n = Manning's roughness coefficient (table 3-1) L = flow length (ft) P2 = 2 -year, 24-hour rainfall (in) s = slope of hydraulic grade line (land slope, ft/ft) This simplified form of the Manning's kinematic solu- tion is based on the following: (1) shallow steady uniform flow, (2) constant intensity of rainfall excess (that part of a rain available for runoff), (3) rainfall duration of 24 hours, and (4) minor effect of infi1tra tion on travel time. Rainfall depth can be obtained from appendix B. Shallow concentrated flow After a maximum of 300 feet, sheet flow usually be- comes shallow concentrated flow. The average veloc- ity for this flow can be determined from figure 3-1, in which average velocity is a function of watercourse slope and type of channel. For slopes less than 0.005 ft/ft, use equations given in appendix F for figure 3-1. Tillage can affect the direction of shallow concen- trated flow. Flow may not always be directly down the watershed slope if tillage runs across the slope. After determining average velocity in figure 3-1, use equation 3-1 to estimate travel time for the shallow concentrated flow segment. Open channels Open channels are assumed to begin where surveyed cross section information has been obtained, where channels are visible on aerial photographs, or where blue lines (indicating streams) appear on United States Geological Survey (USGS) quadrangle sheets. Manning's equation or water surface profile informa- tion nformertion can be used to estimate average flow velocity. Average flow velocity is usually determined for bank - full elevation- (210-VI-TR-55, levation. (210-VI T&55, Second Ed., June 1986) 33 Chapter 2 Estimating Runoff Technical Release 55 Urban Hydrology for Small Watersheds Table 2-2a Runoff carve numbers for urban areas y Curve numbers for Cover description hydrologic soil group Av a ercent = erag p Cover type and hydrologic condition impervious area A S C D Fu11y developed urban areas (vegetation established) Open space (lawns, parks, golf courses, cemeteries, etc.) y: Poor condition (grass cover < 5096) .......................................... 68 79 86 89 Fair condition (grass cover 50% to 75%) .................................. 49 69 79 84 Good condition (grass cover > 75%) ......................................... 39 61 80 Impervious areas: Paved parking lots, roofs, driveways, etc. (excluding right-0f-way)............................................................. 98 98 98 98 Streets and roads: Paved; curbs and storm sewers (excluding right-of-way) ........................... _.................................................. 98 98 98 98 Paved; open ditches (including right-of-way) .......................... 83 89 92 93 Gravel (including right -of -way) ................................................. 76 85 89 91 Dirt (including right -of -way) ...................................................... 72 82 87 89 Western desert urban areas: Natural desert landscaping (pervious areas only) Af ..................... 63 77 85 88 Artificial desert landscaping (impervious weed barrier, desert shrub with 1- to 2 -inch sand or gravel mulch andbasin borders)...................................................................... 96 96 96 96 Urban districts: Commercial and business................................................................. 85 89 92 94 95 Industrial............................................................................................. 72 81 88 91 93 Residential districts by average lot size: 1/8 acre or less (town houses).......................................................... 65 77 85 90 92 1/4 acre................................................................................................ 38 61 75 83 87 1/3 acre................................................................................................ 30 57 72 81 86 1/2 acre ................................................................................................ 25 54 70 80 85 1 acre................................................................................................... 20 51 68 79 84 2 acres.................................................................................................. 12 46 65 77 82 Developing urban areas Newly graded areas (pervious areas only, no vegetation) 51✓ .................... .... _..................... _.. 77 86 91 94 Idle lands (CN's are determined using cover types similar to those in table 2-2c). L Average runoff condition, and 1, = 0.2S. The average percent impervious area shown was used to develop the composite CN's. Other assumptions are as follows: impervious areas are directly connected to the drainage system, impervious areas have a CN of 98, and pervious areas are considered equivalent to open space in good hydrologic condition. CN's for other combinations of conditions may be computed using figure 2.3 or 211. 3 CN's shown are equivalent to those of pasture. Composite CN's may be computed for other combinations of open space cover type. 4 Composite CWs for natural desert landscaping should be computed using figures 2-3 or 2-4 based on the impervious area percentage (CN = 98) and the pervious area CN. The pervious area CWs are assumed equivalent to desert shrub in poor hydrologic condition. 5 Composite CN's to use for the design of temporary measures during grading and construction should be computed using figure 2-3 or 2-4 based on the degree of development Cunpervious area percentage) and the CN's for the newly graded pervious areas. (210 -VI -TR -55, Second Ed., June 1986) 2-6 Georgia Stormwater Management Manual Volume 2 Technical Handbook First Edition August 2001 Figure 2.1.6-1 USGS Hydrologic Regions in Georgia (Source: USGS, 1994) Volume 2 (Technical Handbook) Georgia Stormwater Management Manual 2.1-41 SURVEYORS GENERAL NOIE� 1. THIS PLAT IS SMECT TO ANY FACTS THAT MAY BE DISCLOSED BY A RILL AND ACCURATE TITLE SEARCH. Z ACCORDING TO FLR.M. MAP Na 13051CO326F, EFFECTIVE DATE 9/26/04 THIS PARCEL SIVONN HEREON LIES IN ZONE A& A SPECIAL FLOOD HAZARD AREA. 8FE 12.0: JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 1.0' 1 M?N 22'00'00" E 53.00' 0-64CMF 0.1 PPfi� WOOD FENCE 6' WOOD FENCE w POOL ` •C0.NQ4,' d LEGEND z CD ■CMF -- CONCRETE MONUMENT FOUND —OHPL - OVERHEAD POWER LINE10.8' UPPER LE L 10 2' 00 ppo - POWER POLE PORCH LP o - LIGHT POLE LOWER LEVEL Ul CONCRETE Ij O - UNDER GROUND GAS a J o L� wM - WATER METER p (ten WOOD -- ---3f— - WOOD FENCE LOT 31 O `' Z PLATFORM ow ...J J a + SHERRI 0 & JAMES A SIMMONS HAROLD E & PAULA B WILLIAMS I PIN: 4-0011 -04-004 F- PIN: 4-0011 -04-002 .2' Lij W FENCE ON LINE (J)UPPER LEVEL 10.8' PORCH 10.2' p � o Z PORCH p p w W ( 52.6' zo © O 1 ao I (D I J i LLO PORCH LD LA_. CMF6 , CMF X6„ 107.76 53. 5 22;'00'0 `IAL �. .� MF N 22_QQ Q0 E _ s BENCHMARK } TOP OF 6X6 CMF ' ELEV.=6.59' 1988 DATUM 7 EDGE OF PAVEMENT REFERENCES: 117 F) H Ay --7 E D13. 359-H, PG. 184NUE 75ii�o' AN ASBUILT SURVEY OF SCALE: 1 " = 20' LOT 310, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA ALSO KNOWN AS: 1313 6TH A VENUE OR 1,1 SURVYEO FOR: MICHAEL & TERRY BROWNE PINS 4-0011--04-003 Vincent Helmly * NO. 18 * THIS SURVEY WAS PREPARED /N CONFORMITY WITH 129-A SURTON ROAD TECHNICAL STANDARDS FOR PROPERTY SURVEYS SA VAHNAH, GEORGIA 31405 I GEORGIA AS SET FORTH /N CHAPTER 180-7 OF r THE RULES OF THE GEORGIA BOARD OF REGISTRATION (912) 925-3523 IR FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH /N THE GEORGIA PLAT ACT FIELD SURVEY DAZE:• 3/1S/15 H O.C.G.A, 15-6-67 DAT£: 3/16/15 .I08AF 14-47 SUR YORS GENERAL NO7E5- 1. THIS PLAT 1S SUBJECT TO ANY FACTS T7 -IAT MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. 2. ACCORDING TO F.I.R.k MAP NO. 13051CO326F, EFFECTIVE DATE 9/26/08, TH/S PARCEL S74OlW HEREON UES /N ZONE AE, A SPECIAL FLOOD HAZARD AREA. BFF 12.0. JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 �ml) �11 N 22.00'00" E 53.00' f � LEGEND i sCM= - CONCRETE MONUMENT FOUND —OHPL— - OVERHEAD POIAER LINE 10.8' 06.12' - SPOT ELEVATION PPo - POWER POLE LP o - LIGHT POLE HAROLD E & PAULA B \YILUAMS PIN: 4-0011 -04-002 H W W cn F— PORCH Z W W I F— ry I Z) 0 W s„ 107.76 N 22'00 OC E TOP ELE V. = 6.59' 1988 DATUM REFERENCES: DB, 359-H, PG. 184 75ii� 0' SCALE: 1" = 20' �i 0 0 to z CMF W LOT 310 J v 0..0 O 43' 6.56'j po UP PORCH VEL 10.2' LOWER LEVEL v) CONCRETE J W > Q J (n �0 U J 0 w J 6.15'x i I i LF- UPPEREL PORCH 10 2, o 6.36' 6.29' o 00 .70'--= —S22 -070'05t 7 140\ EDGE OF PAVEMENT / 6TH AVENUE (4-osc-7 SHERRI 0 & JAMES A SIMMONS PIN: 4-0011 -04-004 PORCH CMF A FOUNDATION SURVEY OF LOT 310, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA SURVY£D FOR. MICHAEL & TERRY BROWN£ PIN# 4-0011-04-003 THIS SURVEY WAS PREPARED IN CONFORA/!TY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS /At GEORGIA AS SET FORTH /N CHAPTER 180-7 OF THE RULES OF THE GEORGIA 8OARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH /N THE GEORGIA PLAT ACT O.C. G.A. 15-6-67 Vincent Helmly 129—A BURTON ROAD SAVANNAH, GEORGIA 31405 (912) 925-3523 FIELD SURVEY DATE. • 9/23/14 DAT£.- 1017/14 JOB# 14-47 SURjfYQRS GENERAL NO 1. TN/S PUT IS SMECT TO ANY FAC75 THAT MAY BE DISCLOSED BY A FULL AND ACCURATE 777LC SEARCH. 2 ACCORDING TO F.L.R.M. MAP NO. 13051C0326F, EFFFC77W DATE 9126104 THIS PARCEL SHOW HEREON UES IN ZONE A& A SPECIAL FLOOD HAZARD AREA. BFE 12.0: JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 v 22.00'00" OHPLP 12"PALM x 6.46 14"PALM LEGEND I x Wx;ol2p'%P GCMF - CONCRETE MONUMENT FOUND HAyCLUSTER —OHPL— - OVERHEAD POWER LINE to X6.12' - SPOT ELEVATION ppo - POWER POLE LOT LP o - LIGHT POLE HACK - HACKBERRY TREE o HAROLD E do PAULA 6 WILLIAMS PIN: 4-0011-04-OC2 Ljj w ~ PORCH Z ED F- i s2.6 1z 0 j—107.76' — MF N 22'00'00" E TOP OF 6X6 CMF ELEV. =6.59' 1988 DATUM REFERENCES: DB. 359-H, PG. 184 0 DI X 14"PALM I x 12 -PALM mwwMftl !—n=M Xltro-&-a- o' rola- 53.00' CMF 6.78 X R 4"CEDAR X 12"PALM CLr \.g o xe 10"C&PAR 310 16"PALM x X x 12'PALM i 14"PALM X 6.12 X 10'PALM 12"P AL 0112 PALM o� 0 x 16"PALM o p� 00 c° b Z I X 12 -PALM 14"PALM 14 -PALM x 14"PALM 12'HACKx X 14"PALM M" 53.0_0' _--- S 22'00'00" W CM 6.26 X 6.57 14'PALM :6- x 5.54 X 5.47 5.50EDGE OF PAVEMENT 5.65 0 C 0 0 cn ft V. i dKo'l-Zl•I�r AVERAGE ELEVATIO Al I OWED 0- ; :cam SHERRI 0 & JAMES A SIMMONS PIN: 4-0011 -04-004 X 6.12 0 o PORCH 6,13 — -- x 5.71 / 6TH AVENUE 5.75 / x 5.80 / / x.85 SCALE: 1" = 20' A TOPOGRAPHIC AND TREE SURVEY OF LOT 310, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA GOR GLq SURVYED FOR.- MICHAEL & TERRY BROWNE �S Eo P//V# 4-0011--04-003 e� Vincent Helmly ' NO. 1882 ; THIS SURVEY WAS PREPARED IN CONFORMITY WITH 129-A BURTON ROAD j� THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS SA VANNAH, G£ORG/A 31405 N GEORGIA AS SET FORTH IN CHAPTER 180-7 OF YyO THE RULES OF THE GEORGIA BOARD OF REGISTRATION (912) 925-3523 FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS R AND AS SET FORTH IN THE GEORGIA PLAT ACT FIELD SURVEY DATE.- 02/27/14 O.C. G.A. 15-6-67 DA 7F. 03/03/14 JOB,/ 14 -47 SURWYORS QENERAL NOTL'S I. THIS PLAT IS SUMECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULL AW ACCURA7E 77 TLE .SEARCH. 2. ACCORDING TO F.LR.M. MAP NO. 13051CO326F, EFFECTIVE DATE 9126104 THIS PARCEL SHOWN HEREON UES IN ZONE AE, A SPECIAL FLOOD HAZARD AREA. BF>_ 12.0: JIM DELANE DAUGHTRY PIN: 4-0011 -04-001 6.54—&T N 22'00'00" E 53.00' CM — pHPL — — 12"PALM a" CED 6.46 AR 14"PALM 4' CEDAR LEGEND>K 10wP X 12"PALM S X 12 PALM 5 ■CMF - CONCRETE MONUMENT FOUND HACKCLUSTER -OHPL— Ar6.12' I - OVERHEAD POWER LINEX - SPOT ELEVATION AR 10"C7 ppo - POWER POLE V) 16"PALM X LP - LIGHT POLE ~ LOT 310 HACK - HACKBERRY TREE o w HAROLD E & PAULA 8 WILLIAMS PIN: 4-0011 -04-002 TDP OF 6X6 CMF ELEV.=6.59' 1988 DATUM REFERENCES: DB. 359-H, PG. 184 14'PALM +0 X 14"PALM x rl � 13�t 12'P LM 14 PALM x X 12"PALM j IL" 6.50 1 PALM x 6.12 >� 10"P x 12"x 12�PALM p I 12"HACK o - - --- {8 PA4M i ... o � i � ' I _i X 1 'PALM 14"PALM ! i " 53.0_0' S 22100'00'" W CMF 6.26 x 6.6 J 14"PALM X 5.54 x 5.47 mpSel Lo3o& Cel(3i2-D2--73 ,Qve • per 6.78 Inir I.; d SHERRI 0 & JAMES A SIMMONS PIN: 4-0011 -04--004 x6.12 O O O T X 5.71 5 50 EDGE OF PAVEMENT 5.65 6TH A VEN U E x.75/ / /)K� x5. PORCH SCALE: 1- = 20' A TOPOGRAPHIC AND TREE SURVEY OF LOT 310, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA SURVYE FOR: MICHAEL PIN# 4-0011-04-003 & TERRY BROWNE THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180-7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRA TION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-5-87 Vincent Helmly 129--A BURTON ROAD SAVANNAH, GEORGIA 31405 (912) 925-3523 FIELD SURVEY DATE.- 02/27/14 DA 7E, 03/03114 JOB, f 14-47 W ry V) ~ z PORCH w W 52.6 ry O L� —107.76' — — N 22.00 0o,. E TDP OF 6X6 CMF ELEV.=6.59' 1988 DATUM REFERENCES: DB. 359-H, PG. 184 14'PALM +0 X 14"PALM x rl � 13�t 12'P LM 14 PALM x X 12"PALM j IL" 6.50 1 PALM x 6.12 >� 10"P x 12"x 12�PALM p I 12"HACK o - - --- {8 PA4M i ... o � i � ' I _i X 1 'PALM 14"PALM ! i " 53.0_0' S 22100'00'" W CMF 6.26 x 6.6 J 14"PALM X 5.54 x 5.47 mpSel Lo3o& Cel(3i2-D2--73 ,Qve • per 6.78 Inir I.; d SHERRI 0 & JAMES A SIMMONS PIN: 4-0011 -04--004 x6.12 O O O T X 5.71 5 50 EDGE OF PAVEMENT 5.65 6TH A VEN U E x.75/ / /)K� x5. PORCH SCALE: 1- = 20' A TOPOGRAPHIC AND TREE SURVEY OF LOT 310, WARD 4, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA SURVYE FOR: MICHAEL PIN# 4-0011-04-003 & TERRY BROWNE THIS SURVEY WAS PREPARED IN CONFORMITY WITH THE TECHNICAL STANDARDS FOR PROPERTY SURVEYS IN GEORGIA AS SET FORTH IN CHAPTER 180-7 OF THE RULES OF THE GEORGIA BOARD OF REGISTRA TION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND AS SET FORTH IN THE GEORGIA PLAT ACT O.C.G.A. 15-5-87 Vincent Helmly 129--A BURTON ROAD SAVANNAH, GEORGIA 31405 (912) 925-3523 FIELD SURVEY DATE.- 02/27/14 DA 7E, 03/03114 JOB, f 14-47