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HomeMy Public PortalAbout07-0358 Wilets F oMI /l h ?ti'\Ali,: � „l! �ttt CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 0840-2007 PERMIT#: 070358 WORK DESCRIPTION: NEW RESIDENTIAL BLDG-SF WORK LOCATION: 1111 LAUREL AVE OWNER NAME GREGORY WILETS ADDRESS 9464 E ORCHARD DR CITY,ST,ZIP GREENWOOD VILLAGE CO 80111-3 PHONE NUMBER CONTRACTOR NAME CONSOLIDATED SERVICES ADDRESS PO BOX 60593 CITY STATE ZIP SAVANNAH GA 31420 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2100 OCCUPANCY TYPE P TOTAL FEE'S CHARGED $3,529.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $421,500.00 TOTAL BALANCE DUE: $3,529.00 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(late of issuance. Signature of Building Inspector or Authorized Agent: 411,L., glir P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-5737 www.cityoftybee.org 1 j '4+hUlni� . CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 06/23/08 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#: 070358 PROPOSED USE: NEW RESIDENTIAL BLDG- SF OCCUPANCY TYPE: P CONTACT NAME GREGORY WILETS CONTACT ADDRESS 9464 E ORCHARD DR CONTACT CITY STATE ZIP GREENWOOD VILLAGE CO 80111-3 PROPERTY ADDRESS 1111 LAUREL AVE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org REFERENCES: 1, DEED BOOK 290L-348. 2. P.R.B. 16P-46 3. P.R.B. 28P-88 LOT 3 LOT 4 BROKEN C.M.F. tl S 79'49'56" E 75.00' f CHAIN LINK FENCE =4'(• X x x - X x imok..8.9.. 4' t- b. U) 'CI 1 w y \'�' 1� 10 H d"I w x\ N x x to 011 z LOT X12 0 'V I I Q PORCH ( 11011111111 L'\� 1 v 12.09' i o o LOT 11 0.71' CO NEW TWO STORY W FRAME RESIDENCE ON CONCRETE BLOCK PIERS LOT, 13 0.74' O� PORCH III II x En VINYL PICKET FENCE �A ,. .: ----i=:l�i Ao, A° IJ.I - CO NI ----1A o z a Lv o k N 100 Y -II N to 1 0 Z N M S 79'55'00" E 100.00' Ari' 1A4? 3 1 x C.M.F. 78.14' — N 79'55'00" W R.B.F. LAUREL AVENUE 60' R/W STATE OF GEORGIA C.M.F. = CONCRETE MONUMENT FOUND R.B.F. = 1/2" REBAR FOUND CHATHAM COUNTY M.A.G.F. = MAG NAIL FOUND PLAT OF LOT 12 & THE WESTERN PORTION OF LOT 13, BLOCK 6, GARDEN WARD, TYBEE ISLAND, KNOWN AS No. 1111 LAUREL AVENUE. FOR: GREGORY A. & JULEE WILETS DATE OF SURVEY: JUNE 3, 2008 GEO R Ciq DATE OF PLAT: JUNE 17, 2008 SCALE: 1"= 20'IN MY OPINION THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED 0' =0' 40' '1041*y�* E.O.C. FIELD 'P SuRV�yo��� < ERROR/POINT BERT BARRETT, JR. ' , ADJ. METHOD LAND SURVEYING, P.C. ' BAR'. E.O.C. PLAT 1/ 61,712 145 RUNNER ROAD TOTAL STATION GEODIMETER 610 SAVANNAH, GA. 31410 (912) 897-0661 (F.B. 013-79-2) (41 ' CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED:06/23/08 PERMIT#: 070358 WORK DESCRIPTION NEW RESIDENTIAL BLDG- SF WORK LOCATION 1111 LAUREL AVE OWNER NAME GREGORY WILETS ADDRESS 9464 E ORCHARD DR CITY,ST,ZIP GREENWOOD VILLAGE CO 80111-3 PHONE NUMBER CONTRACTOR NAME CONSOLIDATED SERVICES ADDRESS PO BOX 60593 CITY STATE ZIP SAVANNAH GA 31420 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 2100 OCCUPANCY TYPE P TOTAL FEES CHARGED $3,660.25 PROPERTY IDENTIFICATION# '( PROJECT VALUATION $421,500.00 ENGINEERING FEE TOTAL BALANCE DUE: $ 131.25 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: / 6-°Y;6"-- P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org DAVIS ENGINEERING,INC. 636 Stephenson Avenue,Suite C Savannah,Georgia 31405 Tel.(912)355-7262 Fax(912) 352-7787 davisenainc(a)bellsouth.net INVOICE June 24,2008 Invoice#20705702 Diane Otto City of Tybee Island RECEIVED P.O. Box 2749 (140,24.0g. Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912) 786-9539 RE: 1111 Laurel Avenue Tony Petrea—Agent for Owner 06-24-08 0.75 hours Site observations, coordination with City and concurrence 0.75 hours @$175/hour= $131.25 Total Due This Invoice. Based on my observations of the completed site,this project has been graded in substantial compliance with the approved plans. 22o- 52- IZoz rd 0 - 2 3-05' 0.4 cd O1- 0 3 S g Dianne Otto From: davisenginc @bellsouth.net Sent: Tuesday, June 24, 2008 7:19 AM To: Brannyn G.Allen; Dianne Otto Subject: 1509 Lovell-Tony Petrea Attachments: 20705702.doc; 20705701.doc; 2070570B.doc Attached is my invoice for the construction phase. Also attached are copies of my design invoice and design concurrence letter. The berms are strawed and not grassed. However: The rear has little if any dependence on these berms. The front is flat and sloping mostly to the front. As there is little runoff against these berms and at a very low velocity, erosion should not be an issue. Neither the City, the approved plans by the Owner's Engineer or I required berms at the height shown. 3-4" high sodded berms along the sides would be more substantial and easier to maintain. 1 bE, Q 8g ET 8a -LT-Nnr B©SWEL.L DESIGN SERVICES, IN'C. 10.3 NASSAU DRIVE SAVANNAH, GED'RSIA 3741 0 912 - S97— 693.2 LA HBDS(013ELL SCJ'UJTH_NEr June 17, 2008 R CEJVED Brannyn Allen caw—L.0g Planning and Zoning Tybee Island, Georgia Re: Toney Petrea Project 1111 Laurel Avenue Tybee Island, Georgia Brannyn, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan with the exception of the final stabilization which should be installed later this week. 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 lahbosidbellsouth.net. Sincerely, Mark Boswell L d d90:L0 80 LL unr Dianne Otto 0 9 -0 3 SE From: davisenginc©bellsouth.net Sent: Thursday, May 22, 2008 6:03 PM To: Dianne Otto Cc: Brannyn G. Allen; lahbos Subject: 1111 Laurel Avenue After leaving your office I was traveling down Laurel where I ran into Tony at the site. I advised him that I had spoke with his Engineer, Mark Boswell. Mark is going to resubmit an exhibit that shows the drainage breaking in the middle of the lot with the front 1/2 draining to Laurel and the rear 1/2 draining to Soda Rock Lane. Mark advised that while there will be an increase,he believes that Howard Reeves will agree to that. Tony is aware he will get a letter from the Owners of their commitment to install grass in the fall. Tony is aware that this will be secured by a letter of credit or cash bond Parcel ID: 4-0026-04-012 Owner WILETS GREGORY A&JULEE Name: Property LAUREL AV 0011 Address: Legal LOT 12&THE WEST PORTION OF LOT 13 GARDEN WARD PRB Description: 16P 46 kl 1 inspection Report City ot lybee Island 403 Butler Ave. P.O. Box 2749 Tvbee Island, GA 31328 Phone:. (912) 786-4573 ext. 114 FAX!, (912) 786-9539 2 Pert Mo„ / J 0 Date Requested Ownes 1..14 arrie Lt3, Dare eeziPd ----------- 0,e; Gem Co 4-11-ractf:tr 6 S. qubro nitracto r ntact urn P3er I , 0 - 1-7 `-) ( .1 ( r? Inspez7t9T,- Date of iispectfri \ } /He- / 2y)g 1 y p c_,=-• o Jnpecion c` , r-;A?L. Pass a L DA) Li€ I OA./ () ILO , f ail ni ik 4 t /49- rkli A) taA kt. (14? 44 11 2..5 i"-// Clic 0 V-t-A(4.s Aled. C U/Y 71 fe_ V,1 e Ik.( p • _ _ _ _ U.S.DEPARTMENT OF HOMELAND SECURI ELEVATION CERTIFICATE melVn.1660-©008 Federal Emergency Management Agency Expires Februert/.28:2009 National Rood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al_ Building Owner's Name GREGORY A.AND JULEE WILETS Policy Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 1111 LAUREL AVENUE City TYBEE ISLAND State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Namrber,Legal Description,etc.) LOT 12&THE WESTERN PORTION OF LOT 13,BLOCK 6,GARDEN WARD,TYBEE ISLAND,GEORGIA. M. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude:Lat.32.02053 Long.80.85558 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certficate is being used to obtain flood insuaaroe. A7. Building Diagram Number fi A8. For a balding with a craw!space or endosrre(s),provide A9_ For a building with an attached garage,provide: a) Square footage of crawl space or enclosue(s) -19Z sq ft a) Square footage of attadred garage MiKE sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage endoenre(s)walls wNhih 1.0 foot above adjacent grade 1 walls within 1.0 foot above adjacent grade WA c) Total net area of flood openigs in A8.b sq in c) Total net area of flood openings in A9.b f it sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION BI.NAP Community Name&Communty Number 132..Canty Name I B3.State TYBEE ISLAND,GEORGIA-135164 CHATHAM GA. B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel 138.Flood B9.Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 130030-0120 C 9/20/95 5/19/87 AE 13 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile FIRM ❑Community Determined ❑Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ®NGVD 1929 ❑NAVD 1988 ❑Other(Describe) B12. Is the building located In a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes No Designation Date N/A ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction 'A new Elevation Certificate wit be required when construction of the building is complete. C2. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE.AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark'hazed &ajg Vertical Datum NGVD 1929 Conversion/Comments NONE Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ $.Q ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor 17.912 ®feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) N/A._ 0 feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) NONE._ ®feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 14.82 ®feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.4 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 71 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. 'w Check here if comments are provided on back of form. � GIS TF. Certifier's Name BERT B.BARRETT,JR. License Number GA 2225 25 Title PRESIDENT Company Name BERT BARRETT,JR.LAND SURVEYING,P.C. = • Address 1, UN R R •• v��� ` , City SAVANNAH State GA ZIP Code 31410 '�� Signature \ \�, Date 6/17/08 T elephone 912 897-0661 / rich .� Su <C' _�►�= • PARR FEMA Form 81-31,February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy th rresponding information from Section A. For Insurance Company Use:: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1111 LAUREL AVENUE City TYBEE ISLAND State GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments 1.THE ELEVATION OF THE OUTSIDE HEATPUMP UNIT (CONDENSER)PLATFORM IS AT 16.00 NGVD 1929. 2.GARMI ET EX LEGEND GPS UNIT USED FOR LAT/LONG Signature ( " A a Date 6/17/08 ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG), a)Top of bottom floor(including basement,crawl space,or enclosure)is N/A. ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is 0 feet ❑meters ❑above or 0 below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is N/A. ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is N/A. ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is N/A. ❑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 N/A Address N/A City N/A State N/ ZIP Code N/A Signature N/A Date N/A Telephone N/A Comments N/A ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and GO. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-Issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued N/A N/A N/A G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement G8.Elevation of as-built lowest floor(including basement)of the building:N/A. ❑feet ❑meters(PR)Datum N/A G9.BFE or(in Zone AO)depth of flooding at the building site: N/A. ❑feet ❑meters(PR)Datum N/A Local Official's Name N/A This N/A Community Name N/A Telephone N/A Signature N/A Date N/A Comments N/A ❑Check here if attachments FEMA Form 81-31,February 2006 Replaces all previous editions r ' ) 11 ( ( , -,, \ i 11 . ;:;;A;:::• ::--:,'s il o - 1 As-e. ci ii inspection Report (-+ /3 J d , CO City of Tybee Island 403 Butler Ave. il P.O. Box 2749 —ra ,e Tybee Island, GA 31328 3 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 [ t. )7-0 CY Date Requested (1)(-/-) - /./.6; - 0 F Permit No _ --- ...- - -_______T_______, f . 1 Owner's Namt-.. _IA"; it?----.4_S- Date Needed _ . . i Gen.. Contractor ()O v ,-)5-Z.) : . ,, r VC-.5- . Subcontractor Coniartmr .....-J 9 (05 o — 7,;L3? ! oraton Li I L 0 tir____ o.-6741 Inspe;ctor * 7,/ Date of Inspection _____ i Type of Inspection n .4.- 1 e (/ (-3 loc . kJ5il L-H ) .....,. .-- El i._ \(,..t 'Os \J.2. , -, ,?,,E,---)11-4CE. 15.1 -6/.2... -, ,:zP•ss ir--'-'1 ; 7-"■.1 I; ? I a:Db '' i 16 -\J..51-t" _ t2-01-74... -- I Q [ 1 I , N I C14 .,._ '---1">q"5 ,rzt•S\_......... I --.1 !' I ■ 4....., t 1 ‘ iir L 1 ..1.. . ,,,,„ il -e 1 e ■,1 . C er* :.41 rL_ 6r‘ A • '-'' y• . . . ..,. .-. co I( 73 Inspection Report viA.Q.,2 Jr" 0 4-) • City of Tybee Island 403 Butler Ave. 1 P.O. itox 2749 I Tybee Island, GA 31328 I Phone: •912) 786-4573 ext. 114 1 0 -7 - 0 3 S-g Fax: (912) 786-9539 Permit Ive4. -ygt ..,, (6) - e7 it , 1 - No. / • __..- Date Reqq_lested 0 i 1 1 Owner's irne V\1. ( e-45 Date Needed Ot, — ( 2 -0 F I 1 '- Subcontractor Gem Cosltracto - 03./\51 , ,..)iv4::- S . --- Contact Nurobfi- — ) D r\ ,i," (0 Sg • r-) 2 39 i 1 ' " Location i 1___I I— a c.) r e.TVALiiz2, . Inspector -114'1 Date of inspection c-°'' //2-; 0,6F—Q?--- Type of inspection -- Pass 0 a e \ec • (1 ,, C,c4 0 (1,_-; pc)-- T-----At I F4ii IN (t( ., CAD Lrti la Cr ) .4_....t.. , At.....G 1 ?.) u 40. 3/31(. 40,/(4,4- -.\ Lrol AS , ES:: t 4 Inspection Report City of Tybee Island 403 Butler Ave. P-0. Box 2749 lybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 permit ) \r) Date Requested (_ -1,7) k-if (-)C? Owners Name e 5 _ Date Needed DS-- CD 9- ce Gen. t2ontractor o 1 - , ) C-5-. Subcontractor Contact N 1.1173 ber do k rTh Loc_ation 1 1-)7 ( Inspector Date of Inspection Type of Inspection try 0. mPass Fail E] tit \ RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan T' - 37 Phone 912= 3' gob-28oS- 3Dto-ZtoySe ate.-+-1,eY 30S- 2<02 5- 0`) - SS' Location Address: I \ l I Lau u r e-( Ave . Lot# Release Date: 5-9.0 g 4-ern p. p a V Type of Release: Temporary Permanent t Subd Name: Electrician u S SQ t E ea . Electrician Phone Number: g44-(3 01 Owner/Builder: PorSc es Phone Number: (.p S g- 7 Z3 9 .e)ire& ->• v-,1:e. W;lg.#5 C 72o) 212- 019 0-7-0348 Location Address: I t7 2 ` g C7 Lot# Release Date: 5-9-0F e (1J se.ry o,-• bell barna. Type of Release: Temporary V Permanent Subd Name: Electrician Electrician Phone Number: -( 3 -7 Owner/Builder: r-%('. 0-h aurrar, Phone Number: C3 Li 3)442-123 co Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: <sreme,y is...,, . • ,-,z. Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, 0 7 - o 3 S Date Requested 0 i - .., 3 - o e Owner's Name V : 1 Q -VS Date Needed -- .S. . Gen. Contractor er %./ ' L-e S Subcontractor -- Contact Number -1-0 ±27-2. 3(-74, L __ Location H i L 0 :.1 e -116\ inspector Date of Inspection I Type of Inspection i /1 f"; 0 1 0,44 0 'EN Pass ( 0 ) 37-e_ tm, )let-ie)..N f ? -5z... 477.60,0LN) otitZ- DIDCX.q )& i at ,° `Z, ;k- ).- cji Ce5F ItC-6. 4 -')-7,- s8 I, / 1 mei V° i 1 ) v:CittYt/t) i 1 ittpe/C/° A i lioVAJ:0A/Tv64,.. / 1 Inspection Report rt � P City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tyree Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. � 1 0 0 3 S Date Requested 0( - _ 3- u- g Owner's Name V'i '#j Date Needed Cl 41- 0? � Dn5D(. Gen. Contractor — 5 e J ; S Subcontractor Contact H umber • 'T - 72 3'1 Location ( La <.) f e A Jed . 1' 4) Inspector Date of Inspection Type of Inspection () I � � Pass ')Fe. NSA )R-c 5-?(46-1Z. 4 �/�l b ��� °` 01 1C...{ t�6" 1 1 I`�W'I I r Fail !I _ • V Inspection Report City o! Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 7116-9c-49 Permit No - 0 ?) ,---, Date Requested _ 1-- A 0 I Otatrier' Name 42, 5 Date Needed s . Gen. CO V6 . Subcontractor Contact Number ?- 7239 Location oLif e Ale) / 7') Inspector Date of Inspection Type of InSpectiOn ( -r r Dv3 r-g - • ) Pass E Fail Li PSS e (-0 ..7' '1, ` ' ,..!,•I'V,LI'_!.v, S.:et%• I" S.,7 ik Inspection Report city cl Tybee isiarfi! ' 463 iitatler Ave. 2149 Tyblee Isiamt GA 31318 Phone: (912) 786-4573 iii-_.x.t. 114 Fivx: ( 12) /86-9539 , 1 --, , ,..) P,F--rao it ikil.-#. (j / - c-i,) 3 0 n a tt.P. il:i ff IT tested le:24 7:i,_-32-0-7 Owner',. fiq a Fin=7- ())% Le AS Date tleeded ___ - ,_. , 1_,-Ert. Co ntracto r -.3 ery , t:.tz 3 .E.i ubcc,rarar to r --"\_,....)-5-__C2 (( bz- ipc_._. Co r4 t a r_tNIR 173 h r ..------ i Location J I-, (... ,8. Li _i 3 07 1 __ ( ) 6 W 1 inspector Date. of I nsperthl 51 - , __ _ _ r - . Type of I nspertir/n c> icin 0/ 00 P 7.-RSS Se S rowan Fail 1 1 1 , 1 . t .r-,6:.*;*Y-g 4:•,. ,L .;;A:•".::.TIE:.'".ti&• ' _. ;.e.,;:.$.'•••• ••-v-li,• ",•.- ' I..., , 't'.'.?••••• ::,,,:i : '. '•-•?• .,,,, ; -sAL.. • •,,,,.., Inspection Report cipi 4-3! Tybee Isit-end 4(E) fintiPr Aven. P.:0,. Box 2749 TybP.e. Istand, GA 313•2.E! (91:0 I4513 extoosiotz 11.4 Vox: (,91.2) 78'6-9539 t )1 P - 0 3 S- ___.. erm t No. ,....-• nate Request:PA I CI - i wner' 14 ame , I\J e_--t 5 De Needed li - 0 ( - 0 -3 Gen. Contractor r 0 ''-'-- 5 . Subconrcractor Contact Pintaober ---T 0 0 Lt..._ a 1 Co _.:). 5 - 72 3 9_____ 1 1 i IL 0 cat (ion 1 (? ,-, le =-S. In•-.3pet-for nate o To.gpectiorn ire...3-em -I if illi P f")t irisfy.e.cti•pn __ . I 1 k/-1_. y \,c., - -- _ . - p5 , LI, Fail E. .. .. . 1 7 (7). 'Of '• • Inspection Report City of Tybee Island 403 tintier Avenue P.O. Box 2749 Tybee :Wand, GA 31328 ,rAltjA/)1 Piketne: (912) 786-4573 extension 114 Fox: (912) 786-9539 035-8 Permit No. Date Requested Owner's Mame 11,10; 'Lc / Date Needed acid, 00 zoo7 C Gen. Contractor LOAIS 1/44e e-- Subcontractor Co ntact N her (6%.x.e,A e 675-R - 12_39 °cation ____ ) ‘-i?r:04;aL VCA • Inspector nate of Iiispecrt. Type of i nc:pectio,n Pass Er Fait 1.1 ,• v3.1„ •••a •. = •• • • ‘s.,.N,,,•• • 2i,./ Inspection Report City of Tybee Island 403 Butler Avenue P.O. Box 2749 Tyhee Island, GA 31328 -e-n Phone: (912) 186-4573 extension 1.14 fax: (912) 786-9539 Permit No. Date Requested Owner's Name bt--) Date Needed . 8 -z c.)0 s 0 / Gen, Contractor Subcontractor Contact Nurob4E.,r 5-8— '72. Locatio Z 064 k. nspector Date of inspection Type of Trispection 1 Pass • Fail /7' • 1, 2;.••■4/. ;', ..;",....?•`.... ...1,.c. ..!, , II ■ '....('. . 1 ;\ ;,.....":„..'„:..40...;.,,, i .- inspection Report Oty of Tybee Island 11 403 Butler Aventw 1 P.O. Box 2749 1 Tybee: Island, GA_ 31328 Phone.: (912) 786-4573 extension 114 ._ Fdx: (912) 786-9539 I , i . . . /. f 1 , Owner's Name \N , \ e---- S Date. Heeded -- 3 Ger3: CP ntractrir fp. NJ,: 6 . Ss ihrontrartor ---- ----r- 6,9 ..c . -7 3 9 ._ Contact Number - 0 n .2j, Location / i I' i A ilA ,.__) r e / ve 7,--,_ ../ . .., Inspector ‘‘Si. , , Date of Inspection .: Type of inspection .--(7---, --, 4---- ,/, t . - . , , 1:,.5_'....--__ exiss Pass :' FL-.717,Pd 4e $151151:715 . 7 1 \,. -S• . :=YZ •1• * .::. 1 4..,)•!„-.:.:, '''. :',V.;'.'.--• ••..,,.f.".- ,____ : .' ',..',V,:.-••• •: :f Inspection Report City of Tybee Island 403 Butler Avenue P.a.. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 extension 114 Fax: (912) 786.-9539 Permit No 01 — D 3 C? Date Requested _ CYS - 2 0 - 0 '7 Owner's N arraa 'Al \.e A-s .: D e Needed (.D - 2- I - 0 -3 Gen. Contractor O s'\, • ,-'r■J c S . (1 Sufic°ntractolq) Contact til umber L. y-",..-1 _,..{_ ( 3 (3-7 0 LoCation _ 1 i t i 1— a u Inspector ,) .--- .71 Date of Inspection , Type of inspection _ C a LJ 0 P\,e.) 1 _______ ■ Pass E - .,... Fad E , , e)? OP' 4111. 4r1 IN j RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan 937 Phone 912-443-5063 444 -So') 3 O(o - 0'oA3 Location Address: K 1 Q e d GU-Wood Lot# Release Date: g 12 -o / .�grrp , poles' Type of Release: Temporary ./ Permanent' Subd Name: Electrician: R,..1 S se j1 E e G . Electrician Phone Number: 844- ( 3 0 '7 AK,m : GC, G 54es Owner/Builder: C1( 'be,.}. Seh Phone Number: (g(o b) c ,1 - 0358` Location Address: 1 ( ( 1 L Q u r e. v 2 . Lot# Release Date: ` Z 2-01 saw poke-, Type of Release: f Tempo ary Permanent Subd Name: Electrician v S Seat ( I e e, , Electrician Phone Number: O if Lf-( 3 O 1 Owner/Builder: ` ' . 1 C, �� Owner res -t J 1 . G UV i e 4 S Phone Number: 2(Z.- 01 t 9 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT of ''E' a _ 2 sets of building plans q.. 1 copy of survey showing ground elevations&flood zone 0 7- o 3 S E ,„ .5' _ $250 plan deposit Location: //// hL/LL(.L 404- . PIN# 4.-60162-04-.0/2— NAME ADDRESS TELEPHONE 6reft 'JAI- qq©D S.ws 1, szuwed 7zo- 2 tZ - Owner /AA taii. Ala. /'it-•JA°/ D44vgoZ.17 47 j'9 Architect 4.44&.-1 Pgq,^JJC !yo o 5p/-14.)1 St. 5u1t1.. 3zo 34o 1- 5$S- or Engineer &1 i/ar 5 priA.#9, It44ru/QArol - '27.2.2-. Building Coosa//dsr/4d AD. 0o4 2-S" O 1 10 40‘8_7Z1 Contractor S ,Pe el a Tyb� / df 64 3J3 zd" (Check all that apply) FKNew Construction [Residential ❑ Other [Single Family ❑ Duplex ❑ Multi-Family ❑ Commercial Details of Project: $ (NA/ il/arca.) ho Pt 42 — Z 540("1 1 la/4)9 4 rV4 3 G Sc t w.v,c l - istetsvafey Estimated Cost of Construction: $ 112/j So®• ®c Construction Type 2 (Enter appropriate number) (1 Wood Frame (4) Masonry (6) Other (please specify) ■Wood& Masonry (5) Steel &Masonry 3) Brick Veneer Proposed use: 9 ii%/e reQ *zi 4 • Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units / #Bedrooms 2• #Bathrooms Lot Area 6,75-0 Living space(total sq. ft.) c21 0 0 ,V® --re. # Off-street parking spaces © Trees located &listed on site plan o a- 8, . Access: Driveway (ft.) With culvert? .frp- With swale? Setbacks: Front ZO.J Rear 2/.Lim Sides (L) (R) # Stories 3 Height 33`Z" Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. t � During construction: On-site restroom facilities will be provided through f-.ar r- o- GS r - ar 4at 4a n. /•- � On-site waste and debris containers will be provided by f.444-044007 sAyugd.,!- --a.4! Construction debris will be disposed by Come c by means of j)c)...P,s 4,w.'( co 444.44 I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. Date: 7. 29-0 7 Signature of Applicant: `, v"1 Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Si r, l ate FEES Zoning Administrator iter J d Permit 9 °-o Code Enforcement Officer A/� _ 1��. ! .-; • 7 Inspections 7'7'. Water/Sewer r Water Tap 4X,si1,14 Storm/Drainage Sewer Stub £x, Inspections `,° �' Aid to Const. A/00, City Manager CC Recovery .3379,0" a SO clef os'.+* D,poo- -- a 5o,b° TOTAL 3 j,2q,°^ 12 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: —7-67.4.1 c R E-ce. Project I.D.: Attachments approved by: Date: CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: J/1/ Qe.„(0 4-0Le • Owner's Name: 9 0G0 �7Juvvt�' Go Address: 4900 SAja NO /11— /O/ 0Z.,7 Contractor's Name: This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. BFE 3 Acknowledged and agreed to this D day of , 20 07 . cR CS-1/14.'_' s Owner/ Contractor Signature 7oN y L , P t-r12.r.A Owner/ Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: 1/1i ..eezG / y4te, / d1 6.4 3/,3Z Owner's Name: '/qt 9t .& ui CdS Address: 4900 Sou i �fS�'.PJL 64: �p. / y/0/ 172,.t� z3 D Contractor's Name:dtu9 14-V021_14\ - 6ONSO1 i da.. iS e jg c..s' This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Energy Code for Buildings, 2000 Edition. I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2000 Edition. It is understood and agreed by the undersigned owner of agent 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 as listed above 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 have been approved. Owner's Signature Date Owner's Printed Name TWIRW—a■•■6111A/_ 1- 2.9-® 1 Contractor's ignature Date Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: //// Owner's Name: (9 L(,Jc.41p Cc Address: 4900 .p so A— ebt,, ■JO Pe,a37 Contractor's Name: 76/0 y CO 4cola 014,-/-&)/ S,e4(/i e AS NOTE: Any alteration to City owned streets, curbs,sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a 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. Description of alteration: "Ti bu,c k. S< , 2e.A.Pel 2 j&.e t ll Air?T nave fa Ll/a�L , i -� N A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All 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 perform the above described alteration in accordance with these provisions. Owner's Signature Date Owner's Print QN, ) Contractor's Signature Date �N`�l � •��.�(Zil4 Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage y,/ �� jyy Date cc-- 2 CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: 1/1/ GeacerL , au{ /á-Si 6e4 S/3 er Owner's Name: 6lL2 4 9441-42- aen vvt Go. Address: 19OO J Ul S• 'iL 5 ,4lJQ, / c/—/O/ b Z 3 7 Contractor's Name: / /C,t' 54- — (.0A 4S 64d-44e, This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare 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 Tybee Island prior to the structure being occupied. The owner/ contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Owner's Signature Date Owner's Printed Name Contractor's Si ature Date c. 4E44 Contractor's Printed Name 01. 3o °O°l itness's Signature Date Witness's Printed Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: /// L • Owner's Name: ip ,¢ 4,rei9 Address: / � ` G 6 X900 f 61444 3'4 4/C� /Y- is/ 8oa37 Contractor's Name: 7/Lei f ctt 4 & co.vs-0/,0/4-4,40 ,r.Pit(/<<C!/) List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company //..&e, jam Az.64 Business Type R. ,/ti j Address /0. AD Z /(f, License Number at 400010 51 Contact Person G/Z.WJ I& NO A) Phone Number '7f1# - 77/v 7 2. Company Business Type Ems. Address / 7 ��i '`� License Number - 00 835" Contact Person Phone Number kg 7- 031 7 3. Company e m70-1,4 1/At-6.. Business Type 41 t/4 SKiv. Address IZ/ ' License Number # d97'/Z Contact Person DONN/-e ge, /f Phone Number 355-- 2 4G S 4. Company CP,150 t; I4X. Business Type 4e n it,tX Ct,1h/Q.c/&9 /DD. 66.k 4,&r l3 Address J,gij • 3/ctOb License Number 233z/0 Contact Person TON y ��T Phone Number Qs8-72-3 9 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. -DAVIS ENGINEERING,INC. 636 Stephenson Avenue,Suite C Savannah,Georgia 31405 TeL (912)355-7262 Fax(912) 352-7787 ,4 davisenqinc@bellsouth.net INVOICE July 9,2007 Invoice#20705701 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island,GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1111 Laurel Avenue Tony Petrea—Agent for Owner July 2007 1.0 hours Concurrence letter(2070570B) 1.0 hours©$150/hour=$150 Total Due This Invoice 1220 -- S2- 120 -2_ 03 - ( o - o1 Qc\c�e ,1 4,, -Bp O I - j3SE S. a P pr —10,4 AS r►"`}'. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net July 9,2007 Diane Schleicher, City Manager v City of Tybee Island - '21 P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: 1111 Laurel Avenue Tony Petrea—Agent for Owner Dear Ms. Schleicher: We have reviewed the plan for the above referenced site. Our 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 or subdivision regulation issues. Within the scope of our 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 2070570B cc: 01 - 2 S-o'i 'axe -�O Bps�e-l1 RECEIVED qt " °co -21-01 HYDROLOGY REPORT FOR 1111 Laurel Avenue Tybee Island, Georgia FOR Mr. Tony Petrea 1 P.O. Box 2500 Tybee Island, Georgia 31328 -ors,0 R GA c.,\STE• - 283:r2 r• PROFESS10NAL 6-2-1 744- BOS'WELL DESIGN SERVICES, INC 703 NASSAU DRIVE SAVANNAH, GEORGIA 972-897-6932 HYDROLOGY REPORT For 1111 Laurel Avenue Tybee Island, Georgia PRE AND POST DEVELOPMENT SITE CONDITIONS The existing site contains an existing residential structure with few trees and the ground is generally flat with slopes between 0 percent and 2 percent. The proposed project is to be cleared of trees and stumps required for construction of a new residential structure. The total site is 0.16 acres with the new structure being approximately 2,170 sf(envelope). The soils in this area have been classified by the Chatham County Soil Survey Map as being Cuc (Chipley-Urban Land Complex). The soils on this site have not been field verified. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data: DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBIT POST-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBIT IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE= 2 % POST DEVELOPMENT SLOPE — 2 °l TIME OF CONCENTRATION PRE-DEVELOPMENT = SEE EXHIBIT TIME OF CONCENTRATION POST-DEVELOPMENT = SEE EXHIBIT The proposed project is to be cleared of necessary trees and stumps to make way for the new structure. The resulting decreased runoff, which is encountered due to a decrease in impervious area is displayed below: RUN-OFF RATE(25 YEAR STORM) PRE-DEVELOPMENT RUN-OFF = 0.68 CFS POST-DEVELOPMENT RUN-OFF = 0.50 CFS TOTAL DECREASE IN RUN-OFF = 0. 18 CFS Storm water will be directed by existing conditions but will also be routed by swales and berms or landscaped areas towards the newly graded retention pond. CW CALCULATIONS CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.09 AC. PERVIOUS AREA = 0.07 AC TOTAL = 0.16 AC ( 0.09x0.95 ) + (0.07x .25) 70. 16 = 0.64 CW PRE-DEVELOPED FACTOR = 0.64 CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0. 1 1 AC TOTAL = O. 16 AC ( 0.05x0.95) + (0. 1 1 X .25) 70.25 = 0.47 CW POST-DEVELOPED FACTOR = 0.47 III : 0 : III 10 is : 11113 Legend a Runoff • Combined Channel Reach 0 Diversion • Pond Route Project: TP-1111-HYDRO.GPW 1 IDF: SAVANNAH.IDF 18 hyd's 06-21-2007 Hydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cuft) (yrs) (ft) (cuft) 1 Rational 0.47 1 10 281 2 — — TP-1111-PRE-2-YEAR 2 Rational 0.34 1 10 206 2 — — -- TP-1111-POST-2-YEA 3 Reservoir 0.02 1 19 203 2 2 6.73 193 4 Rational 0.55 1 10 331 5 — — — TP-1111-PRE-5-YEAR 5 Rational 0.41 1 10 243 5 — — — TP-1111-POST-S-YEA 6 Reservoir 0.02 1 20 240 5 5 6.82 229 7 Rational 0.61 1 10 367 10 — -- TP-1111-PRE-10-YEA 8 Rational 0.45 1 10 270 10 — — TP-1111-POST-10-YE 9 Reservoir 0.02 1 20 266 10 8 6.87 255 10 Rational 0.68 1 10 405 25 — — — TP-1111-PRE-25-YEA 11 Rational 0.50 1 10 298 25 — -- --- TP-1111-POST-25-YE 12 Reservoir 0.02 1 20 294 25 11 6.93 282 13 Rational 0.74 1 10 444 50 -- — -- TP-1111-PRE-50-YEA 14 Rational 0.54 1 10 326 50 — — --- TP-1111-POST-50-YE 15 Reservoir 0.02 1 20 322 50 14 6.99 309 16 Rational 0.79 1 10 472 100 -- — — TP-1111-PRE-100-YE 17 Rational 0.58 1 10 346 100 — — — TP-1111-POST-100-Y 18 Reservoir 0.02 1 20 343 100 17 7.03 329 Proj. file: TP-1111-HYDRO.GPW IDF file: SAVANNAH.IDF Run date: 06-21-2007 Reservoir Report Page 1 English Reservoir No. 1 - TP-1111-POND Pond Data Bottom area = 300.0 sqft Side slope = 3.0:1 Bottom elev. = 6.20 ft Depth = 1.00 ft Stage / Storage Table Stage Elevation Contour area Incr. Storage Total storage ft ft sqft cuft cuft 0.00 6.20 300 0 0 0.10 6.30 321 31 31 0.20 6.40 343 33 64 0.30 6.50 366 36 100 0.40 6.60 389 38 138 0.50 6.70 413 40 178 0.60 6.80 438 43 221 0.70 6.90 463 46 267 0.80 7.00 489 49 316 0.90 7.10 516 52 367 1.00 7.20 544 55 422 Culvert/ Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 0.0 1.0 0.0 0.0 Crest Len ft = 0.00 0.00 0.00 0.00 Span in = 0.0 1.0 0.0 0.0 Crest El.ft = 0.00 0.00 0.00 0.00 No. Barrels = 0 1 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00 Invert El.ft = 0.00 6.21 0.00 0.00 Eqn. Exp. = 0.00 0.00 0.00 0.00 Length ft = 0.0 0.0 0.0 0.0 Multi-Stage = No No No No Slope% = 0.00 0.00 0.00 0.00 N-Value = .000 .013 .000 .000 Orif. Coeff. = 0.00 0.60 0.00 0.00 Multi-Stage = No No No Tailwater Elevation = 0.00 ft Note:All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 6.20 -- 0.00 - - 0.00 0.01 3 6.21 -- 0.00 - 0.00 0.02 6 6.22 -- 0.00 -- 0.00 0.03 9 6.23 -- 0.00 --- -- -- - - - 0.00 0.04 12 6.24 -- 0.00 -- -- - 0.00 0.05 16 6.25 -- 0.00 0.00 0.06 19 6.26 -- 0.00 - - - - 0.00 0.07 22 6.27 -- 0.00 --- - - --- 0.00 0.08 25 6.28 -- 0.00 - 0.00 0.09 28 6.29 -- 0.01 -- - 0.01 0.10 31 6.30 --- 0.01 - 0.01 Continues on next page... TP-1111-POND Page 2 Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.11 34 6.31 --- 0.01 --- --- --- --- --- --- 0.01 0.12 38 6.32 --- 0.01 -- --- --- --- --- --- 0.01 0.13 41 6.33 --- 0.01 -- --- --- --- --- --- 0.01 0.14 44 6.34 --- 0.01 --- --- --- --- --- --- 0.01 0.15 48 6.35 --- 0.01 --- --- --- --- --- --- 0.01 0.16 51 6.36 -- 0.01 --- --- --- --- --- --- 0.01 0.17 54 6.37 --- 0.01 -- -- --- --- --- --- 0.01 0.18 58 6.38 --- 0.01 --- --- --- --- --- --- 0.01 0.19 61 6.39 --- 0.01 --- --- --- --- -- --- 0.01 0.20 64 6.40 --- 0.01 --- --- --- --- --- --- 0.01 0.21 68 6.41 --- 0.01 --- --- --- --- -- --- 0.01 0.22 71 6.42 -- 0.01 --- --- --- --- --- --- 0.01 0.23 75 6.43 --- 0.01 --- --- --- --- -- -- 0.01 0.24 79 6.44 -- 0.01 --- --- -- --- --- -- 0.01 0.25 82 6.45 --- 0.01 --- --- --- --- --- --- 0.01 0.26 86 6.46 --- 0.01 --- --- --- --- --- --- 0.01 0.27 89 6.47 --- 0.01 --- --- --- --- --- --- 0.01 0.28 93 6.48 --- 0.01 --- --- --- -- --- --- 0.01 0.29 96 6.49 --- 0.01 --- --- --- --- --- --- 0.01 0.30 100 6.50 --- 0.01 --- --- --- --- --- --- 0.01 0.31 104 6.51 --- 0.01 --- --- --- --- --- --- 0.01 0.32 107 6.52 --- 0.01 --- --- --- --- --- --- 0.01 0.33 111 6.53 --- 0.01 --- --- --- --- --- --- 0.01 0.34 115 6.54 --- 0.01 --- --- --- --- -- --- 0.01 0.35 119 6.55 --- 0.01 --- - -- --- --- --- 0.01 0.36 123 6.56 --- 0.01 --- --- --- --- --- --- 0.01 0.37 126 6.57 --- 0.01 --- --- --- --- --- --- 0.01 0.38 130 6.58 --- 0.02 --- --- --- --- --- --- 0.02 0.39 134 6.59 --- 0.02 --- --- --- --- --- --- 0.02 0.40 138 6.60 --- 0.02 --- --- --- --- -- --- 0.02 0.41 142 6.61 --- 0.02 --- -- -- -- -- --- 0.02 0.42 146 6.62 --- 0.02 --- --- -- - --- --- 0.02 0.43 150 6.63 --- 0.02 --- --- --- --- --- --- 0.02 0.44 154 6.64 --- 0.02 --- --- --- --- --- --- 0.02 0.45 158 6.65 --- 0.02 --- --- --- --- --- --- 0.02 0.46 162 6.66 --- 0.02 --- --- --- --- --- --- 0.02 0.47 166 6.67 --- 0.02 --- -- -- - -- --- 0.02 0.48 170 6.68 -- 0.02 --- --- -- --- --- --- 0.02 0.49 174 6.69 --- 0.02 --- --- --- --- --- --- 0.02 0.50 178 6.70 --- 0.02 --- --- --- --- --- --- 0.02 0.51 183 6.71 --- 0.02 --- --- --- --- --- --- 0.02 0.52 187 6.72 --- 0.02 --- --- --- --- --- --- 0.02 0.53 191 6.73 -- 0.02 --- --- --- --- --- --- 0.02 0.54 195 6.74 --- 0.02 --- --- --- --- --- --- 0.02 0.55 200 6.75 --- 0.02 --- --- --- --- --- --- 0.02 0.56 204 6.76 --- 0.02 --- --- --- --- --- --- 0.02 0.57 208 6.77 --- 0.02 --- --- --- --- --- --- 0.02 0.58 213 6.78 --- 0.02 --- --- --- --- --- --- 0.02 0.59 217 6.79 --- 0.02 --- --- --- --- --- --- 0.02 0.60 221 6.80 --- 0.02 --- --- --- --- --- --- 0.02 0.61 226 6.81 --- 0.02 --- --- --- --- --- --- 0.02 0.62 230 6.82 --- 0.02 --- --- --- --- --- --- 0.02 0.63 235 6.83 --- 0.02 --- --- --- --- --- --- 0.02 Continues on next page... TP-1111-POND Page 3 Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.64 240 6.84 --- 0.02 --- --- --- -- --- --- 0.02 0.65 244 6.85 --- 0.02 --- --- --- --- --- --- 0.02 0.66 249 6.86 --- 0.02 --- --- --- --- --- --- 0.02 0.67 253 6.87 --- 0.02 --- --- --- --- --- --- 0.02 0.68 258 6.88 --- 0.02 --- --- --- --- --- --- 0.02 0.69 263 6.89 --- 0.02 --- --- --- -- --- --- 0.02 0.70 267 6.90 --- 0.02 --- --- --- --- --- --- 0.02 0.71 272 6.91 --- 0.02 --- --- --- --- --- --- 0.02 0.72 277 6.92 --- 0.02 --- --- --- --- --- --- 0.02 0.73 282 6.93 --- 0.02 --- --- --- --- --- --- 0.02 0.74 287 6.94 --- 0.02 --- --- --- --- --- --- 0.02 0.75 291 6.95 --- 0.02 --- --- --- --- --- --- 0.02 0.76 296 6.96 -- 0.02 --- --- --- --- --- --- 0.02 0.77 301 6.97 --- 0.02 --- --- --- --- --- --- 0.02 0.78 306 6.98 --- 0.02 --- --- --- --- -- --- 0.02 0.79 311 6.99 --- 0.02 --- --- --- --- --- --- 0.02 0.80 316 7.00 --- 0.02 --- --- --- --- --- --- 0.02 0.81 321 7.01 -- 0.02 --- --- --- --- --- --- 0.02 0.82 326 7.02 --- 0.02 --- --- --- --- --- --- 0.02 0.83 331 7.03 --- 0.02 --- --- --- --- --- --- 0.02 0.84 336 7.04 --- 0.02 --- --- --- --- --- --- 0.02 0.85 342 7.05 --- 0.02 --- --- --- --- --- --- 0.02 0.86 347 7.06 --- 0.02 --- --- --- --- --- --- 0.02 0.87 352 7.07 --- 0.02 --- --- --- --- --- --- 0.02 0.88 357 7.08 --- 0.02 --- --- --- --- --- --- 0.02 0.89 362 7.09 --- 0.02 --- --- --- --- --- --- 0.02 0.90 367 7.10 --- 0.02 --- --- --- --- --- --- 0.02 0.91 373 7.11 --- 0.02 --- --- --- --- --- --- 0.02 0.92 378 7.12 --- 0.02 --- --- --- --- --- --- 0.02 0.93 384 7.13 --- 0.02 --- --- --- --- --- --- 0.02 0.94 389 7.14 --- 0.02 --- --- --- -- --- -- 0.02 0.95 395 7.15 --- 0.02 --- --- --- --- --- --- 0.02 0.96 400 7.16 --- 0.03 --- --- --- --- --- --- 0.03 0.97 406 7.17 --- 0.03 --- --- --- --- --- --- 0.03 0.98 411 7.18 --- 0.03 --- --- --- --- --- --- 0.03 0.99 416 7.19 --- 0.03 --- --- --- --- --- --- 0.03 1.00 422 7.20 --- 0.03 --- --- --- -- --- -- 0.03 ...End Hydrograph Plot English Hyd. No. 1 TP-1111-PRE-2-YEAR Hydrograph type = Rational Peak discharge = 0.47 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.64 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=281 cult 1 - Rational - 2 Yr - Qp = 0A7 cfs 0.5 /7 0.4 v, v 0.3 �" CI 0.2 -7 A/ 0.0 \( rte, 0 5 10 15 20 25 Time (min) Hyd. 1 p F Hydrograph Plot English Hyd. No. 2 TP-1111-POST-2-YEAR Hydrograph type = Rational Peak discharge = 0.34 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=206 cult 2 - Rational - 2Yr - Qp = O.34cfs , r i 0.4 7\ 03 ' / en v CI 0.2 -z , 7 / 0.1 -7 � izz 0 5 10 15 20 25 Time (min) Hyd. 2 Hydrograph Plot English Hyd. No. 3 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = TP-1111-POND Max. Elevation = 6.73 ft Max. Storage = 193 cuft Storage Indication method used. Total Volume=203 cuff 3 - Reservoir - 2 Yr - Max. El. = 6.73 ft z L 7.2 i 7.0 - 6.8 ' '. ua 6.6 x 6.4 6.2 0 5 10 15 I Time (hrs) Hydrograph Plot English Hyd. No. 3 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = TP-1111-POND Max. Elevation = 6.73 ft Max. Storage = 193 cuft Storage Indication method used. Total Volume=203 cuft 3 - Reservoir - 2Yr - Qp = 0.O2cfs 0.4 42 ..r 0.3 ,. 5 w 0.2 . ZZ �f. 0.1 — 0 5 10 15 Time (hrs) Hyd. 2 Hyd. 3 Hydrograph Plot English Hyd. No. 4 TP-1111-PRE-5-YEAR Hydrograph type = Rational Peak discharge = 0.55 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.64 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=331 cuft 4 - Rational - 5 Yr - Qp = 0.55 cfs 0.6 / ' , — , 0.5 -7/ // vy 0.4 - / ' \ - CI 0.3 -' /i_ \ \ — 0.2 - :' V \ 0 5 10 15 20 25 Time (min) Hyd. 4 i Hydrograph Plot English Hyd. No. 5 TP-1111-POST-5-YEAR Hydrograph type = Rational Peak discharge = 0.41 cfs Storm frequency = 5 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=243 cuft i i 5 - Rational - 5Yr - Qp = 0.41 cfs 0.5 // 0:4 /i _. rj 0.3 — / \ \ 0.2 -- ' IL , 0.1 -Z N\ 0.0 \1 v- 0 5 10 15 20 25 Time (min) Hyd. 5 Hydrograph Plot English Hyd. No. 6 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 5 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = TP-1111-POND Max. Elevation = 6.82 ft Max. Storage = 229 cuft Storage Indication method used. Total Volume=240 cult — i 6 - Reservoir ® 5Yr - Max. EL = 6.82ft 7' f 7.2 z- 7.0 -- a y� r > 6.8 - — - --l ILI N, '" z / ,� ' 6.2 — _r — I 1= 0 5 10 15 Time (hrs) Hydrograph Plot English HydL No. 6 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 5 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = TP-1111-POND Max. Elevation = 6.82 ft Max. Storage = 229 cuft Storage Indication method used. Total Volume=240 cuft — I 6 - Reservoir - 5 Yr - Qp = 0.02 cfs 0.5 e y 0.4 -Z Cc, 0.3 0.2 -z '. • 0.1 / 0.0 /: 0 5 10 15 Time (hrs) Hyd. 5 Hyd. 6 i Hydrograph Plot English Hyd. No. 7 TP-1111-PRE-10-YEAR Hydrograph type = Rational Peak discharge = 0.61 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.64 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=367 cuft i 7 - Rational - 10 Yr - Qp = 0.61 cfs /. , 0.8 / \ , 0.6 .4,cilillk \ CO v / \\ C'f 0.4 i /,//Ad \ 0.2 ,-, '+ 7 ,ice 0.0 r L _1-' 0 5 10 15 20 25 Time (min) Hyd. 7 Hydrograph Plot English Hyd. No. 8 TP-1111-POST-I0-YEAR Hydrograph type = Rational Peak discharge = 0.45 cfs Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=270 cuft 1 8 - Rational - 10 Yr - Qp = 0.45 cfs , 1 , 0.5 Z' 0.4 -7 \\ f 4 0.3 /JAI/ \ __, a 0.2 \ 0.1 0.0 r ,Z �� . 0 5 10 15 20 25 Time (min) Hyd. 8 Hydrograph Plot English Hydo No. 9 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 8 Reservoir name = TP-1111-POND Max. Elevation = 6.87 ft Max. Storage = 255 cuft Storage Indication method used. Total Volume=266 cuft 9 - Reservoir - 10 Yr - Max. El. = 6.87 ft 7.2 , 7 7.0 —7 e--e- 1 6- \ > 6.8 , W pn 6.6 6.4 - .. ,- �i - 6.2 0 5 10 15 Time (hrs) Hydrograph Plot English Hyd. No. 9 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 8 Reservoir name = TP-1111-POND Max. Elevation = 6.87 ft Max. Storage = 255 cuft Storage Indication method used. Total Volume=266 cuft 7 i 9 - Reservoir - 10 Yr - Qp = 0.02 cfs 0.5 z 4/2 0.4 a 0.3 - 0.2 - 0.1 , OA 0 5 10 15 Time (hrs) Hyd. 8 Hyd. 9 zz Hydrograph Plot English Hyd. No. 10 TP-1111-PRE-25-YEAR Hydrograph type = Rational Peak discharge = 0.68 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.64 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=405 cuft 10 - Rational - 25Yr - Qp = 0.66 cfs Z 0.8 0.6 4- v /-- CJ 0.4 / . 0.2 -77 ,- . A / Z7 i / . 0.0 /' r r- 1_ 1/ 0 5 10 15 20 25 Time (min) Hyd. 10 Hydrograph Plot English Hyd. No. 11 TP-1111-POST-25-YEAR Hydrograph type = Rational Peak discharge = 0.50 cfs Storm frequency = 25 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 6.59 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=298 cult 11 - Rational - 25 Yr - Qp = 0.50 cfs 0.5 Z ,- \ 0.4 -Z / /(\\ v 0.3 \ \ , CY \ \ , 0.2 - \ \ \ \ , 0.1 \ \ �� Z- / \ N. j' 0.0 I -r--- _ � I l; 0 5 10 15 20 25 I Time (min) Hyd. 11 Hydrograph Plot English Hyd. No. 12 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 11 Reservoir name = TP-1111-POND Max. Elevation = 6.93 ft Max. Storage = 282 cuft Storage Indication method used. Total Volume=294 cuff 12 - Reservoir - 25 Yr - Max. EL = 6.93 ft 7.2 Lam/ , 7 70 :"> \ E y 6.8 6.6 ,'' ,. , f `� 6.4 - - ____� .,. :.. ,...1 I ,r 6.2 � 0 5 10 15 Time (hrs) Hydrograph Plot English Hyd. No. 12 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 25 yrs Time interval = 1 min Inflow hyd. No. = 11 Reservoir name = TP-1111-POND Max. Elevation = 6.93 ft Max. Storage = 282 cuft Storage Indication method used. Total Volume=294 cuft 12 - Reservoir - 25 Yr - Qp = 0.02 cfs 0.5 0.4 a a 0.3 0.2 ' , 0.0 -�' 0 5 10 15 Time (hrs) Hyd. 11 Hyd. 12 Hydrograph Plot English Hyd. No. 13 TP-1111-PRE-50-YEAR Hydrograph type = Rational Peak discharge = 0.74 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.64 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=444 cult I I 13 - Rational - 50 Yr - Qp = 0.74 cfs /� 0.8 0.6 / \ \ co 4,-\ V Ci 0.4 --Z \ 0.2 -Z / �'\ 0.0 / /}i ____L___ ± t _L_ -1-0 5 10 15 20 25 Time (min) Hyd. 13 i' L Hydrograph Plot English Hyd. No. 14 T P-1111-POST-50-YEAR Hydrograph type = Rational Peak discharge = 0.54 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 7.22 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=326 cuff 14 - Rational - 50 Yr - Qp = 0.54 cfs 0.5 ,/,// `\, , U) 0.4 �Z `"k, v a 0.3 —Z 0.2 �� //: i., 0.1 0.0 0 5 10 15 20 25 Mlle (min) Hyd. 14 Hydrograph Plot English Hyd. No. 15 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 14 Reservoir name = TP-1111-POND Max. Elevation = 6.99 ft Max. Storage = 309 cuft Storage Indication method used. Total Volume=322 cuft 15 - Reservoir - 5OYr - Max. El. = 6.99ft /. 7.2 // 7.0 , E > 6.8 CD 6.6 \ .. J 6.4 �_. .._ -._... .R� ,ice 6.2 0 5 10 15 Time (hrs) Hydrograph Plot English Hyd. No. 15 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 50 yrs Time interval = 1 min Inflow hyd. No. = 14 Reservoir name = TP-1111-POND Max. Elevation = 6.99 ft Max. Storage = 309 cuft Storage Indication method used. Total Volume=322 cuft 15 - Reservoir - 50 Yr - Qp = 0.02 cfs 0.6 � z, CO 0.5 -' 7 — — e 0.4 -v , a 1 0.2 0.1 j1, 0 5 10 15 Time (hrs) Hyd. 14 Hyd. 15 Hydrograph Plot English Hyd. No. 17 TP-1111-POST-100-YEAR Hydrograph type = Rational Peak discharge = 0.58 cfs Storm frequency = 100 yrs Time interval = 1 min Drainage area = 0.2 ac Runoff coeff. = 0.47 Intensity = 7.68 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 1 Total Volume=346 cuft 17 - Rational - 1O0Yr - Qp = 0.58 cfs 0.5 --7 / \\ 0.4 - C.) / C'1 0.3 -Z / V \ 0.2 / — \ \ //% \ p. 0.1 /7 0 5 10 15 20 25 Time (min) Hyd. 17 Hydrograph Plot English Hyd. No. 18 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 17 Reservoir name = TP-1111-POND Max. Elevation = 7.03 ft Max. Storage = 329 cuft Storage ind;ca ion method used. Total Volume=343 cuft 18 - Reservoir - 100 Yr - Max. El. = 7.03 ft V 7.2 7.0 > 6.8 W 6.6 Mk, ,r. 6.4 • 6.2 v — i { 0 5 10 15 Time (hrs) Hydrograph Plot English Hyd. No. 18 Hydrograph type = Reservoir Peak discharge = 0.02 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 17 Reservoir name = TP-1111-POND Max. Elevation = 7.03 ft Max. Storage = 329 cuft Storage Indication method used. Total Volume=343 cuft r- 18 - Reservoir - 100 Yr - Qp = 0.02 cfs 0.6 ,E 0.5 l - 0.4 --/ — a / 0.2 0.1 0.0 0 5 10 15 Time (hrs) Hyd. 17 Hyd. 18 Worksheet for 17-1111-SWALE Project Description Flow Element: Trapezoidal Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.10000 % Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Bottom Width: 2.00 ft Discharge: 0.30 ft3/s Results Normal Depth: 0.20 ft Flow Area: 0.56 ft2 Wetted Perimeter: 3.64 ft Top Width: 3.59 ft Critical Depth: 0.08 ft Critical Slope: 0.02201 ft/ft Velocity: 0.54 ft/s Velocity Head: 0.00 ft Specific Energy: 0.20 ft Froude Number: 0.24 Flow Type: Subcritical GVF Input Data Downstream Depth: 0.00 ft Length: 0.00 ft Number Of Steps: 0 GVF Output Data Upstream Depth: 0.00 ft Profile Description: N/A Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 0.20 ft Critical Depth: 0.08 ft Channel Slope 0.00100 ft/ft