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Home My WebLink AboutSUB201300138 Permit 2013-09-24 • to,DHViRGINla Albemarle County Health Department Dt�p�qryiE PD Box 7546 OF HEALTH Charlottesville, VA 22906 (434)972-6259 Voice Protecting You and Your Environment (4 )972-6221 Fax Septic Tank - Soil Absorption System Construction Permit Health Department ID Number: 101-07-0338 Building Permit#2007-1490 SF Owrieri.Ag t JnfOrmp otr:` , .1; itOwner: Gibson Homes P.O.Box 4351 Charlottesville,VA 22905 Owner Phone: (434)293-4542 Lac BtPon lttfoireait/,L� ++r P, ! �. � . _ . � r- .141-- ,:iilL ... .i}^tii..ia1 g e Property Address: Layton Drive Locality: Albemarle Tax Map: 58-26B Directions: 250 West,turn left on Mo . Ge»dasllcfD antown Road,turn left on D Btid•= Road,then left on Layton I, �niatior►�t »iA _ ,;�,' Sy I i ytan Drive System T w t,, e�;l.Y'.° R li r�€. ,,t;. a _2Y 'ir1 ::il.. 1±,,, Type:septic tank effluent and drainfield Daily Flow:600 gallons Type of Property:Residential Number of Bedrooms:4 maximum 3"or 4"Sch.40 PVC or equivalent * t Tes:1 ,i7 rmstl�Tci;'l ;xl ,t t`stx }::?rt. .. . :ti. No.of Boxes:1 (cleanouts required at 50'to 60'intervals) No.of Outlets:9 `' I1,17 l .:r..a njn!• *” Poll,';1;141 l-, I eea O 3`n Method:Gravity Distribution Box .' � - • sgaii�llV�t1.YEst.��+,�' .4ir� .:;'° ' Material:Minimum crush strength 15004 Minimum F405 pipe Or better (1500 crush or equivalent) Pipe Diameter:4' Minimum sll ope 2"per 100' I Minimum Slope: 6" •or 100' (on for non-.um.) J Septic Tank.-ibilaitrj%tj t:Bti'ut=#u e,i1.;:a g ,,3 ' „P.ercolaLfo Capadty:1200 gallons R per 100'it, bit• •iio Area;' i; The Inlet structure shalt be 1-2 inches ht Slope:2-d"per 100' structure and shall extend 8.8 inches below and t8-p beset Percolation to Lines:4"diameter Center to Center Spacing:9' above the normal liquid level. The outlet structure shall extend Installation Depth:24 35-40%below the normal liquid level and 8-10 Inches above " the normal liquid levee, To comply with the maintenance Depth of Aggregate.13", Size of Aggregate:0.5-1.5" requirements of 12 VAC 5-810.817 the septic tank must oe Total Number of Laterals:8 provided with one of the following three options:1)inspections Laterals to be 100'long, x 3'wide port,2)Effluent fitter,3)Reduced maintenance tank Install 2400 Square Feet Total 100% Reserve Area Required for Future Repairs Please Kota: __ u,u vor RECEIVED SEP 2 3 2013 CUR/NUM 'Y CaftAruallotEarawIng HD ID #: 101-07-0338 Owtiar„information. Gibson Homes Phone:(434)293-4642 P.O.Box 4351 Charlottesville,VA 22905 Construction.Drawinq .,. Schematic awing of sewage disposal system and topographic features. ' L+nton Road Atfn: Driller — -- — _ — Power pals FEVI) [�cerhe•d Ponrergne 1o, • IIIC Well "- Min.20'Casing IIIC Welt Are?' III Min.20' Grout 20'Radius ` r rleiphbor' well Note: 0 -Drill well within 20' radius from designated well spot. Permit not drawn to scale 2Hour not fagged ` infield. flttioe buJ , Proposed Attiz Contractor t maintain Instil 8l sCtbsokta dram Id� � 'long and k'soom• t_pCBtign Z "dip a` p, J g centers b 3'trenches R1 Note: -Pull measuretrlents to ................. '�. � .�`' -Install trenches on contour. ti 'Permit not drawn to 7 reeline 'Air HD ID:101-07-03$9 r--^-.- ' 1 lPF This sewage disposal System construction permit is null and void if conditions are changed from those shown on the application or construction permit. No part of any installation may be covered or used until inspected,corrections made if necessary and the system is approved. The inspection will normally be made by the system designer,who may be an AOSE,PE,or EHS. Any part of any installation which has been covered prior to approval shall be uncovered,If necessary,upon direction of the Department or the system designer. System Tr yystem Desiggnn By:Travis Davis ; Site Evaluation By: avi Davis i Travis Davis 'iukk2i20 Janua 009 Issue Date Expiration Date some %// VIRGIN Albemarle County Health Department DEPARTMENT T P.O Box 7546 Charlottesville,VA 22906 OF HEALTH (434)972-6219 Voice Protecting You and Your Environment (434)972-4310 Fax Sewage Disposal System Construction Permit HDID#: 101-13-0126 Owner information This Permit Is NOT Transferable to another Owner or Location Gibson Homes,Inc. P.O.Box 4361 Charlottesville .VA 22906 Phone: (434) 293-4542 Location information Albemarle ax Map: 58-26C Subdivision:N/A Pro•e Address. La on Drive Section - Block - Lot Directions - General Information Type of Property: Residential Daily Flow:600 gallons Bedrooms: 4 Sewer Line 'Distribution information See also 12VAC 5.610-720 through 770; Min iD 3" Sewer See also 12 VAC 5-610-920&930 Line,Diameter 4 in:Material:Sch 40 Plastic; Method: Distribution Box Material: Concrete Box Number of Ports: 16 Conveyance Line/Force Main information Header Line information See also 12 VAC 5.610-860 through 880 I See also 12 VAC 5-610-930.0 Conveyance;Method:Gravity; Line Diameter 4 in; Material: Smooth-bore plastic Material;Sch 40 Plastic; Minimum Slope: 2^per 100' Septic Tank-inlet Outlet Structure Percolation Lines and Absorption Area See also 12 VAC 5-610-810,815,817,E 820 See also 12 VAC 5-810-930_E&950.E Material: Concrete(pre-cast) Volume: 1250 Trench Dispersal Area(total): 3300 sq feet sq ft Septic Tank Design Details: Septic Tank:Tank Percolation Lines:4 in diameter Purpose:Septic Tank;Volume. 1250 gal:Material: Depth of Aggregate: 13" Size:0.5-1.5'in dlarn. Concrete(pre-cast); Inspection Port:Yea; Slope:2-4 inches per 100 ft The inlet structure shall be one to two inches higher than the ,outlet structure and shall extend six to eight inches below and Number of Laterals: 11 eight to ten Inches above the normal liquid level The outlet structure shall extend 35-40%below the normal liquid level and Lateral Length; 100/# eight to ten inches above the normal liquid level. Trench Width: 3 ft To comply with the maintenance requirements of 12 VAC 5-610- Center to Center Spacing: 9 ft 817 the septic eptic tank must be provided with one of the following Installation Depth:24 inches three f Inspection port. Effluent filter. Reduced maintenance tank Comments: This Permit has been issued In accordance with applicable regulations based on the information and materials provide. at the time of application. There may be other local, state, or federal laws or regulations that apply to the pro... construction of this onslte sewage system. The owner is responsible at all times for complying with all applicable local state,and federal laws and regulations. 1-/i Construction Drawing Owner Information Gibson Homes, Inc. Phone:(434)293-4542 'v P.O.Box 4351 HDID#: 101-13-0126 Charlottesville,VA 22905 Construction Drawing This Permit is NOT Transferable to another Owner or Location LT,. /Ns y i 10 . Ash-SrMwy md Wm Main ♦ .�t >'> +k it w.0%datrt.e.. ,.add*wok S ,� •xso..nn8.a.uy gm mo i to..ww.4*ft arlior Mohair 71 Mr 106$1111.tilesw IOWA H•..a..• QY.1.. Mnt Older ,„,.,„ l er ti • ~ ti -. ~ lit .nt+dGac .. I • 4)in WI Milt*..• 77 r r • MC Win Mrs iw ig.twlrti/ow '. � -w.....a....wwM. i L --- _.,.. –%."..7\4:. \\\� This sewage disposal system construction permit is null and void If conditions are changed from those shown on the application or construction permit. No part of any installation may be covered or used until inspected,corrections made if necessary and the system is approved. The inspection Will normally be made by the system designer,who may be an AOSE PE,Or EHS- Any part of any installation which has been covered prior to approval shall be uncovered, If necessary,upon direction of the Department or the system designer. Site valuation and Syst m Design By: Travis T. Davis ---. fir- j April 19.2013 October a 2014 Travis T Davis Issue Date Expiration Date Environmental Health Specialist, Sr. 2/.3 IPF : Septic/Weil Construction Permit for; ~ " Wendell Gibson,inc. ~~ TMr 5s-2,6c �'"' � HD lD:toa-t3„tzG �/ �,\O";., a a / Q Attn:Contractor j I Install it Trenches I i.- loot Long 24'Deep � .�� 1� `� `� ga 9'Centers `• -.,`, . `t ~ 3'Trenches * `, `, `, �. `. `\ `,`.�� 11`1Oa ��11 �5+ � Note: .�\. -, „.,, ti\ �,�,�` -install trenches on contour. PJL Marker ` �� , J -Use caution when clearing t `-'`-� ` • ` ` ti `. ` the lot to avoid compaction ~-- `‘ \ ` and loss of topsoil. 1 ` ' ` \ ` I�i I-Recommend installing gravel t , F.• system or utilizing EL-Flow PAL Marker 111 y; and not taking full reduction. .,... -With problems or questions ,' r contact Travis Davis @ �'- I 1 �2 �4W d;tFIR ---+'" Housa Site NO-Permit nut drawn to scale. Existing "Hattie to Iry treated with l orate ba Well trrroitiritk to«doer sStlslclt between foundation and wellhead. Attu:Driller • 1110 well �' ' `� Min.xo'Casing PiL Marker e. 1" i Mm .20'Grout f r Note: ` ^�,y/ -Drill well within 3o'radius III(Well Area From designated well spot. -Permit not drawn to scale. .'" 30'Radius ' ) (1/__--------\. / I 1PF P 1 \� 1 1 3/3 +of fte RECEIVED SEP 2 3 2013 COMMUNITY DEVELOPMENT