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Home My Public Portal About12-0516 Jarrell CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 09 -24 -2012 PERMIT #: 120516 WORK DESCRIPTION SHALLOW WELL WORK LOCATION 1114 HIGHWAY 80 OWNER NAME STACYE JARRELL ADDRESS PO BOX 1576 CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER 912 -507 -3939 CONTRACTOR NAME MCCLAINS' SHALLOW WELLS INC ADDRESS 1 WYMBERLEY WAY CITY STATE ZIP SAVANNAH GA 31406 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 50.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $1,600.00 TOTAL BALANCE DUE: $ 50.00 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: C,., -' P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www .cityoftybee.org cfc CITY OF TYBEE ISLAND BUILDING & ZONING DEPARTMENT P.O. Box 2749 Tybee Island, GA 31328 0 Phone (912) 786 -4573 • Fax (912) 786 -9539 PLUMBING PERMIT APPLICATION Date 24" l� Location of work (street address) 1 / / / 4' U . S • kit) y XJ �c��t� S „td' 6,4 3 / 3 a Contractor mC 1 t ' Address of Contractor Telephone number of Contractor Name of Property Owner S C-, --/t-' Mailing address of Property Owner Po . k � j ( 1 3' 328 Telephone number of Property Owner 912- 501 - 3 c))3 Date work will be ready for inspection, if known .00$3 kl L 9) i2-0 Permit Number Estimated cost of construction 1, (e 0 p ) New Work Replacement Oil Gas Electric Backflow Preventor Disposal Unit Domestic Water Connection to Main Drain Roof or Area Drainage or Vent Piping Fire Protection Sprinkler System; Number of Heads/Nozzles Grease / Oil Trap Hose Bib Hot Water Heater Icemaker Lawn Sprinkler System Plumbing Fixture Residential House Sewer Connection to Main Sewer Cleanout Sewer Stub Vacuum Breaker Water Meter Water Service Line — New Residence Water Service Line — Replacement Water Softener Other _ O jOt■ NEW REQUIREMENTS FOR HIGH EFFICIENCY PLUMBING FIXTURES AND COOLING TOWERS (SB 370 - Effective on July 1, 2012) 1. Requirements for high efficiency plumbing fixtures. On or after July 1, 2012, in accordance with O.C.G.A. Section 8- 2 -3(a), the installation of high efficiency plumbing fixtures are required in all new construction. This includes both residential and commercial installations. Note: The requirements for high efficiency plumbing fixtures resulted from Senate Bill 370 which was enacted into State law in July 2010 with a delayed effective date of July 1, 2012. 2. Definitions of High Efficiency Plumbing Fixtures: • Single flush water closet. A single flush water closet or toilet, including gravity, pressure assisted, and electro- hydraulic tank types, which the average flush volume does not exceed 1.28 gallons and is listed to the Water Sense Tank -Type High Efficiency Toilet Specification. Single flush toilets shall also comply with the flush volume testing requirements of ASME A112.192/CSA B45.1-2008 or ASME A112.19.14 -2006. • Dual flush water closet. A dual flush water closet or toilet which the average flush volume of two reduced flushes and one full flush does not exceed 1.28 gallons and is listed to the WaterSense Tank -Type High Efficiency Toilet Specification. Dual -flush toilets shall comply with the flush volume testing requirements of ASME A112.19.2 -2008 and ASME A112.19.14 -2006. • Urinal. A urinal and associated flush valve that uses no more than 0.5 gallons of water per flush and is listed to the WaterSense Specification for Flushing Urinals. Urinals shall also comply with the flush volume testing requirements of ASME A112.19.2/CSA 45.1. • Nonwater urinal. A urinal that discharges into the sanitary drainage system but is not supplied by a water distribution system. Non -water urinals shall conform to ASME A112.19.3 CSA/ B45.4 or A112.19.19/CSA B45. Where non -water urinals are employed, they shall be cleaned and maintained in accordance with the manufacturer's instructions after installation and have a properly sized water distribution line roughed -in to the urinal location at a minimum height of 56 inches (1,422 mm) to allow for the installation of an approved backflow prevention devise in the event of a retrofit. Note: Nonwater urinals are not required to be WaterSense listed. • Lavatory faucet or lavatory replacement aerator. A lavatory faucet or lavatory replacement aerator that allows a flow of no more than 1.5 gallons per minute at a pressure of 60 pounds per square inch and is listed to the WaterSense High Efficiency Lavatory Faucet Specification. • Kitchen faucet or kitchen faucet replacement aerator. A kitchen faucet or kitchen replacement aerator that allows a flow of no more than 2.0 gallons of water per minute. Note. Kitchen faucets or kitchen faucet replacement aerators are not required to be WaterSense listed. • Shower head. A shower head that allows a flow of no more than the average of 2.5 gallons of water per minute at 60 pounds per square inch of pressure. Note. Shower heads are not required to be WaterSense listed. • WaterSense. A voluntary program of the United States Environmental Protection Agency (EPA) designed to identify and promote water efficient products and practices. 3. Requirements for flushometer valves and tanks. On or after July 1, 2012, flushometer valves and flushometer tanks for commercial type toilets or water closets shall have an average flush volume that does not exceed 1.28 gallons. Fiushometer valves are not required to be WaterSense listed. However, Flushometer (pressure assist) toilets or water closet tanks must be listed to the Water Sense Tank -Type High Efficiency Toilet Specification. %-`-�T Ai "N CITY OF TYBEE ISLAND / ;� •$ f_, COMMUNITY DEVELOPMENT DEPARTMENT O : . r ' P.O B ox 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone (912) 786 -4573 • Fax (912) 786 -9539 - 6. SHALLOW WELL PROCEDURES 1. Prepare a copy of a scaled drawing of your property showing the proposed location of the well. 2. Contact Call Before You Dig at (800) 282 -7411 or 811 to request that buried utilities be located. Also contact the 811 . Water /Sewer Department at (912) 786 -4573, extension 122, Uth fir, Ina 11110 to request that buried City -owned utilities be located and to obtain a roval of the ro os ed location of the well. Your Know "'bars b rey o pp p p Call before you dig. contractor may place these calls for you. 3. Contact the Community Development Department at (912) 786 -4573, extension 136, for a permit application. Complete the application and submit it with a copy of the scaled drawing showing the approved location of the proposed well. Do not begin work until a permit has been issued. The permit fee for a 25 -30 foot shallow well is $50. 4. If the contractor has not already registered, Contractor Registration will be required prior to the permit being issued. Contact the Community Development Department at (912) 786 -4573, extension 136, to verify registration or to obtain an application. The fee is $20. 5. Make every effort to position the well pump above flood stage plus 1 -foot. If the property is extremely low a 3 -foot platform will be sufficient. 6. Be sure your well system is not connected to the water supply of your home. Well water is for outdoor use only. 7. Post a sign at each tap served by the well stating the water is non - potable. This includes outdoor showers. 0T10E 8. Call the Water /Sewer Department at (912) 786 -4573, NON - POTABLE extension 122, for an inspection to be sure the well complies with public safety requirements. WATER NOT FOR COOKING OR 9. Contact the Community Development Department at (912) DRINKING USE 786 -4573, extension 136, to report that the project has been completed. 10. Enjoy the water and thank you for helping to conserve this precious resource. Dianne Otto From: George Reese Sent: Monday, September 24, 2012 11:03 AM To: Dianne Otto Subject: RE: shallow well at wedding chapel Dianne the site location is okay with me. George From: Dianne Otto Sent: Monday, September 24, 2012 10:58 AM To: George Reese Subject: shallow well at wedding chapel George — Stacye Jarrell has applied for a shallow well at the wedding chapel. The contractor is Mr. McClain. The location is highlighted on the attached survey. Is this spot okay with you? Dianne K. Otto, CFM City of Tybee Island dotto @citvoftvbee.ore phone 912.472.5031 fax 912.786.9539 From: oceprinter@oce.com fmailto:oceprinterCaoce.coml Sent: Monday, September 24, 2012 11:36 AM To: Dianne Otto Subject: Scan from Economic Development :. ........ _ ,._ _ . (9q, i U. S. HIGH s s ,s r AY 8 O = . , s s 5 /8" 9.99' `b 4.56' f ". E. X0 '6 s s s FPF 3 9.94 (NiP ' � ' 47'..99.93' s - SHRUB �— OHP ----- OHP — OHP -- Gap p �� _. �.. .. O'MA � � OHt��' +��NP — OHP E D R alp OHP Elf lam__ 4 OAK )., WHITE ARKING K , O or �� FI IPF CD 6 °FIR 5' SHRUB O 0 6 MAG / ‘77‘? 6 •F1 4.0' ,'",%>:. i L : O EC3 _., tu :r t , 6 "FIR I EC3 , I //' C .:. , F551 NAL � � 6 "FIR LO -. ■ ' 7 iv 'zz' ' 0 I ■ ( OA, U \J SS pp�� a7 �/ ` ��•� 'Q G"MAG , v1. r / -TRIP - .. q LOAK 111/M111111 ; 30" LOAK 6� " ,, 6 °FI =k; 1210.220 5Q. 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BUILDING ; 24" LOAK_ - - - - --t ' - -- - a `� 25' DNR JURISDICTIONAL / - 2� _ MARSHLINE BUFFER AND 2" BAY - BUILDING SETBACK LINE 12" PALM � \S _ \ --__/- \ \ \ 1 8.0'` , , , \ ,3 -- 01 12" LOAK 5 /8 � 5 76° 26' 02" E __ 410 IPF /12.85' - IPF NS -- SURVEY TIE 14" PALM 5 / 59.99' S 3° 43' I 31 " W P 8� LINE 0 IPF � �Twi 12" OAK 15" PINE �� ` � G(. 4 41.90' \ ( _22-- .• ,. • a T� 5" PINE/ CMF 6,79 v i m 4" L O A K � i % %� //a re-......./ t m 101.89 12 TWIN OA' 9 ,! „� �// W3 � W.- r, io, 6, Di S \ ill/ V / �� 5” PINE R '° °/ N N 36 LOAK � 6" TWIN OAK j Ills � ti � F F 5 10' 6 � • G ,. ►, I lls 12" LOAK I _ I'� �/ /� C LIVE OAK , LOAK DNR ° �'''� ccl� W7 JURISDICTIONAL Ills j �� I 8 " LOA WS / '' III' WI2 WII j W \14° VIII III, MARSHLINE �IIIi 11 \III/ \� \Illi �Iil. 1 FIELD DATE: MARCH 15, 2011 N 1 PLAT DATE: MARCH 23, 2011 = 0.49 ACRE LOT 3 -A OF BLOCK5 PREPARED o rn REVISION DATE: CONSTRUCTION 15 AND 16, KNOWN AS 1114 U.S. FOR -" rn 1 HIGHWAY 80 EAST, GARDEN 5TAYCE AND LANNIE - n 1 AS -BUILT WARD,TYBEE ISLAND, GEORGIA JARRELL A y■I■IL-A.. l3 c6 I / i / y V -1/ # ,