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HomeMy WebLinkAboutSDP200800070 Calculations 2008-04-30Pp Gooch Engineering and Testing, Inc, Page 1 of ROSE Report for CONSTRUCTION PERMIT (SEPTIC) Lot _ Section , Subdivision Albema CountyLocationofproperty: GPIN or Tax Map # 87 - 9 Latitude /Longitude Applicant or Client and address: Prepared by ROSE (name and address): Vintage Virginia Apples Steve Gooch 2550 Rural Ridge Lane 1821 Broadway Street North Garden, Virginia 22950 Charlottesville, Virginia 22902 Date of Report: 4 -30 -08 Revision Date: Certification Statement(s) I hereby certify that the evaluations and /or designs contained rk EAL ti QFhereinwereconductedinaccordancewiththeSewageHandling and Disposal Regulations (12 VAC5 -610), the Private Well 2 Regulations (12 VAC5 -615), and other applicable policies of the Virginia Department of Health. Furthermore, I cert that m HE `' 6 O l g p ' y STEPHEN P. G60CH . evaluation and/or design contained herein complies with all 41. applicable laws, regulations, and policies implemented by the r LIC. N0. 106 10:r Virginia Department of Health. J 1 recommend a construction permit be approved kNSIrE soy`' 7 ROSE Job Number: Health Dept. ID. No.: optional) Contents /Index of this report: AOSE Cover Sheet Soil Profile Sheet Design Calculations Application Form Construction Drawing Wastewater Flow & Strength Soil Summary Report System Specifications Survey Plat Commonwealth of Virginia Application for: ZSewage System F Water Supply Owner Vintage Virginia Apples Mailing Address 2550 Rural Ridge Lane North Garden, Virginia 22959 Agent Cedar Ridge Construction Mailing Address 1110 East Market Street Suite 1 -T Site Address Charlottesville, Virginia 22902 Phone Fax Phone (434) 906 - 2605 Phone_ Fax Email Directions to Property: Rout 2 South past Red Hill, right on Rural Ri Lane, cr dam, p h on, right to barn Subdivision Tax Map 87 -9 _ Other Property Identification Section ceaj Z ct -"( VDII Use Only Health Department ID# Due Date _ Phone (434) 297 -2326 Block Lot Dimensiorn/Acreage of Property 78.6 Ac. Sewage System Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if 1 EALTH ,csuitableforasewagesystemandtoapplyforaconstructionpermit (valid for 18 months) only when ready to y/9 2ForNewConstruction: Certification Letter Construction Permit For Existing Construction: Repair Modification Expansion []Replacement l f . . ST ' A P. OOC o Proposed Use: • > CC-0 Single Family Home (Number of Bedrooms _) Multi- Family Dwelling (Total Number of T oms 10. NO. 106 Other (describe) Cidery and Win Tasting Buildings t-/ - 3 _:- Will there be a basement. Yes No [] If ves, will there be fixtures in Basement? Yes No ' a //SITE Are any conditions proposed on this construction permit ". Yes No. If yes, please check or describe all proposed conditions that apply: Reduced water flow Limited occupancy Intermittent of seasonal use Temporary use not to exceed 1 year Other (describe 300 gallons per day ^ j Will the water supply be Public or Z Private? If proposed, is this a replacement well? Yes No Water Supply Is the water supply 0 Existing or Proposed? Will the old well be abandoned? Yes No Will any buildings within 50' of the proposed well be termite treated? Yes No. All Applicants Is this an AOSE /PE application? 0 Yes oNo If yes, is the AOSE package attached? Yes []No. Note: The well location must comply with §32.1- 176.5:2 In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show your property lines, actual and/or proposed buildings and the desired location of your well and/or sewage system. When the site evaluation is conducted the property lines, building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography, otherwise this application will be denied. 1 give permission to the Virginia Department of Health (VDH) to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator (AOSE) or a Professional Engineer (PE) as necessary until the sewage disposal system has been constructed and approved. Signature of Owner /Agent Date J SOSE Form D Revised 7/03/07 Page — of Page 3 of _ 0 Appendix 2 Soil Summary Report GENE INFORMATION Date 4-29-08 Submitted to Albemarle County Health Department Applicant Cedar Ridge Construction Telephone Number (434) 906 -2605 Address 1110 East Market Street Suite 1 -T Charlottesville, Virginia 22902 Owner Vintage Virginia Apples Address 2550 Rural Ridge Lane North Garden, Virginia 22959 Location Route 29 South between Red Hill and North Garden Tax Map 87 -9 Subdivision Block/Section Lot SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? [X Yes No Describe crest of ridge and side slope 2. Slope 8 % 3. Depth to rock or impervious strata: Max. 84 "+ Min.None 4. Depth to seasonal water table (gray mottling or gray color) ( No f Yes inches 5. Free water present FX No I Yes range in inches 6. Soil percolation rate estimated 5 Yes Texture group 1 II II IV F No Estimated rate 55 min /inch 7. Permeability test performed f` Yes fX No If yes, note type of test performed and attach fx Site Approved Drainfield to be placed at 60 .E depth at site designated on permit. Site Disapproved:WEALTH OF Reasons for rejection. 2 77g 1. Position in landscape subject to flooding or periodic saturation.STEAHEN P. GOOCH 2. f Insufficient depth of suitable soil over hard rock. C Gt s LIC. NO. 106 2 3. f Insufficient depth of suitable soil to seansonal water table. L 4. IF Rates of absorption too slow. i ONSITE S5. f Insufficient area of acceptable soil for required drainfield, and /or Reverse Area. 6• f— Proposed system too close to well. 7 Other Specify j (attach additional pages if nece Soil Profile Primary Drain Field Cidery and Tasting Buildings Vintage Virginia Apples Hole Depth (in.) Horizon Material Description Soil Texture Group 3 0 -4 A Dark gray (1 OYR 4/ 1) sandy loam 2 4 -14 E Yellowish brown (I OYR 5/4) sandy loam 2 14 -60 Bt Red (I OR 4/8) silty clay loam, some white feldspar 3 below 46" 60 -84 C Yellowish red (5YR 5/8) clay loam, some sand 3 4 0 -6 A Dark gray (I OYR 4/1) sandy loam 2 6 -36 Bt Red (1 OR 4/8) silty clay loam 3 36 -48 Bt2 Red (2.5YR 5/8) silty clay loam 3 48 -84 C Yellowish brown (I OYR 5/8) sandy loam 2 6 0 -4 A Dark gray (I OYR 4/1) sandy loam 2 4 -40 Bt Red (I OR 4/8) silty clay loam 3 40 -56 BC Yellowish red (5YR 5/8) clay loam 3 56 -84 C Reddish yellow (5YR 6/8) sandy loam 2 7 0 -4 A Brown (7.5YR 4/2) clay loam 3 4 -46 Bt Red (2.5YR 5/8) silty clay loam 3 46 -62 Cl Reddish yellow (2.5YR 5/4) sandy loam 2 62 -84 C2 Yellowish brown (1 OYR 5/8) sandy loam 2 8 0 -5 A Dark gray (I OYR 4/1) sandy loam 2 5 -12 BE Brown (I OYR 5/3) sandy loam 2 12 -36 Bt Red (2.5YR 5/8) silty clay loam 3 36 -52 Bt2 Strong brown (7.5YR 5/8) clay loam, some sand 3 52 -84 C Brownish yellow (1 OYR 6/8) sandy loam 2 W op / STEAEN i LIC N0 106 k0L1V 80ITE Soil Profile 6 ` d Reserve Drain Field Cidery and Tasting Buildings Vintage Virginia Apples Hole Depth (in.)Horizon Material Description Soil Texture Group 1 0 -5 A Dark gray (I OYR 4/1) sandy loam 2 5 -41 Bt Red (1 OR 4/8) silty clay loam 3 41 -84 Bt2 Yellowish red (5YR 5/8) silty clay loam 3 2 0 -3 A Dark gray (I OYR 4/1) sandy loam 2 3 -16 BE Reddish yellow (7.5YR 6/8) clay loam 3 16 - 48 Bt Red (1 OR 4/8) silty clay loam 3 48 -72 Bt2 Red (2.5YR 4/8) clay loam 3 72 -84 C Yellowish red (5YR 518) sandy loam 2 3 0 -4 A Dark gray (I OYR 4/1) sandy loam 2 4 -14 E Yellowish brown (I OYR 5/4) sandy loam 2 14 -60 Bt Red (I OR 4/8) silty clay loam, some white feldspar 3 below 46" 60 -84 C Yellowish red (5YR 5/8) clay loam, some sand 3 4 0 -6 A Dark gray (1 OYR 4/l ) sandy loam 2 6 -36 Bt Red (1 OR 4/8) silty clay loam 3 36 -48 Bt2 Red (2.5YR 5/8) silty clay loam 3 48 -84 C Yellowish brown (1 OYR 5/8) sandy loam 2 5 0 -4 A Dark gray (10YR 4/1) sandy loam 2 4 -10 BE Reddish yellow (7.5YR 6/8) clay loam 3 10 -36 Bt Red (1 OR 4/8) silty clay loam 3 36 -48 Bt2 Yellowish red (5YR 5/8) silty clay loam 3 48 Quartz Note: Design reserve drain field on estimated percolation rate of 80 mpi with a 30 inch installation depth. (Deeper installation depth may be possible if back hoe test pit at hole 5 shows suitable soils below quartz layer at 48 inches. TH CF`9 STEPHEN P. 0 - H a Z LIC. N ©.106 r S0\ 1 V4 i j 1 1 1 v7 k i \f , Tu I f INSTALL j 4 TRENCHES 70 FT. LONG 60 IN. DEEP 3 FT. WIDE 9 FT. CENTERS INSTALL ON CONTOUR GRAVEL SYSTEM MUST BE INSTALLED. D -BOX MEASUREMENTS: 1) LEFT REAR CORNER OF BARN TO D -BOX - 181 FT. 2) RIGHT REAR CORNER OF BARN TO D -BOX - 178 FT. NO GRADING IN DRAIN FIELD AREA PRIOR TO INSTALLATION e" l o I 1 o vyEALTH DF' 9 9 STE P. oci o Z UC. NO. 106 02 k 0 JQ C NSITE Scale I"= 30'Soil Profile Holt Drain Field Layout Cidery and Wine Tasting Buildings Vintage Virginia Apples Albemarle County, Virginia Gooch Engineering & Testing, Inc. 1821 Broadway Street Char lottesville, Virginia 22902 System Specifications Property ID: Vintage Virginia Apples (TM 87 -9) LTH OF k9 C, d SEEN P. o y LiC. NO. 106 -: J Ai.. pu - 7 u-( " Applicant Information Name Vintage Virginia Apples Phone (434) 297 -2326 Address 2550 Rural Ridge Lane North Garden, Virginia 22959 Location Information Tax Map No. 87 -9 Property address 2550 Rural Ridge Lane GPIN No.North Garden, Virginia 22959 SubdivisionDirections29SpastRedHill, right on Rural Ridge Lane, cross dam, past house on right to Section _ Block Lotbarn General Information System Type septic tank/drain field Number of bedrooms - e.g. septic tank, drainfield)Daily flow 300 (gpd) Type of property agricultural e.g. commercial, residential, etc.) Conditions Sewer Line Septic Tank — Inlet /Outlet Struct Schedule 40 PVC, 4" or equivalent Capacity: 1000 gallons add check or describe equivalent below)2nd septic tank - gallons Per the 2000 Sewage Handling & Disposal Regulations, Check which option chosen: Septic tank with inspection port Septic tank with effluent filter _ Reduced maintenance septic tank Conveyance line /force main Information Distribution box Information Method gravity No. of boxes 1 e.g. gravity, pumping, dosing siphon)No. of outlets 12 If pumping, attach Pump Spec Sheet Surge or splitter box required: Material Thin wall PVC or equivalent Yes NO Pipe diameter 4" Slope of pipe 6"/100` (in inches) Header line Information Percolation line Information /Absorption Area 1500 pound crush strength Yes Center to center spacing 9 ft. Minimum slope is 2" /100 ft. Yes Required spacing 9 ft. Installation depth 60 inches Aggregate depth 13 inches No. of Laterals 4 Lateral length 70 ft. Lateral bottom slope _24 inches Lateral width 36 inches ROSE Date AOSE 'corm J Revised 11/16/06 Page — of Design Calculations Property ID: Vintage Virginia Apples (TM 87 -9) rI.H of i STE'HEN P GBH U NO. 106 s F 0NSITE "SOS ra" a Ur°L Flow _ Type Of Use (residential, etc) agricultural Show Calculations Here No. of bedrooms: -Buildings will have a total of three (3) bathrooms. Tasting room No. of employees: 5 will be used on a seasonal basis. Square Footage of building space: - Daily flow (peak design) in GPD: 300 ' Treatment No. of septic tanks: 1 Show Calculations Here Size of septic tank(s): 1000 Pretreatment required? __yes no If yes, specify type of treatment device: Absorption area design Soil Texture Group: III If pump system, enhanced flow, or LPD show Reserve area required? yes _ no calculations here or on a separate sheet. 50 %_ 100% other (check one)dosing volume, head, pump design, etc.) Specify other Estimated percolation rate - 55 Trench length - 70' Width of trench - 3' Number of trenches - 4 Center to center spacing - 9' Depth of trenches -- 60" Depth to rock - 84 Total square footage required - 825 Square footage in design - 840 Water Suppl Class of well existing Describe (bored, drilled): existing (drilled) Distance between septic tank(s) and well: 125 ft. Distance between absorption area and well: 300 n. Information and calculations required for commercial and/or conditional use applications only ROSE Form I Revised 1219105 Page - of Page of /0 Design Flow and Wastewater Strength Characterization Project — Vintage Virginia Apples Location — TM 98 -7 2550 Rural Ridge Lane Notrth Garden, Virginia Project Flows 5 employees @ 15 gallons per employee = 75 gallons per day Seasonal walk -in traffic for cider tasting = 225 gallons per day Total ............. .............................. = 300 gallons per day Use 15 gallons per employee per day for Factories and Office Buildings (Table 5 Sewage Flows) from the current Sewage Handling and Disposal Regulations. Wastewater Strenl4th Characterization Wastewater generated at the site will be from toilets and sinks. No showers are planned. The strength characteristics of the wastewater generated at this facility will be comparable to residential strength wastewater. atp%LTH OF ySN' 0 ST HEN IP UKOOC1 e s LIC. NO. 106 ° J F 00 SITESo NOTE.' CORNERS DESIGNATED I.R. a D.8. FOUND /NDI CATES 518 IRONROD WITH I "DIA. DRILL BIT WITNESS POST. N 2 ° 11'50 "E 352. 55' IRON FO UND FO UND FOUND I. R. Q D. B. A T L6. POPLAR PIPE SET IN FENCE N73 ° 06'27 "£ 210. /2'7 ;t G6, %' If N 15 026'15 "E P OF , 0 .;' 517.98 FOUND R. B D. 8. AT L G ARPOPL N28 "E, 291.38' FOUND DRILL BIT AT L 6. RED OAK N 09 033'00 "E, 289. 05 ' FO UN /. R. B D.B. j AT /2 SASSAFRAS j/ Tax Mop 87- Pace/ 9 78. 586 A CS. h ti /6'D/A to Helen A. Mo e r HICKORY O 03 1 o1 D. 8. 186 p. 144 ti FOUND I. R. 6 D. B. N 70 0E , 10'FROM L6. RED OAK y I o a "'' Corn Crib Fr o m e Born Stucco 81dq. T. M.87- 9 A RoY S. Clark Jr. IRO NDOO 2510 " 360 S1ucc o yal p.392p!atr z Dwelling Prop 1 f I)mir U o Il o 0 IONNOE,ALTH 0,p rOPOSed Pdmary U HEN1le IRON ROD S 55 ° 50'00 'W R OC • ° FOUND 2e. 44 ' N80 3337 W a Cc. ti W W 0 A r', v 0 l w 0 w 0 N T. u, Louise C. Gentry W.B. 47- 6 48 w 0 408. 61' 1 554 017 a3 "W FOUND PIPE UNDER FA L LEN TREE T. M. 87 - 39 G!adys c 'O yalit D. B. 580p. 32 / t Scale I"=:300' LIC. NO. 106 O 166.26 HW>'. A ONSITE SO' Proposed Drain Field Sites Cidery and Wine Tasting Buildings Vintage Virginia Apples Albemarle County, Virginia Gooch Engineering & Testing, Inc. 1821 Broadway Street Charlottesville, Virginia 22902 Z 8 0 CWM. MORRIS FOSTER 7VCERTIFICATENo. Z. 54.17- 3(a)998 4 17- ?'h)171 ' J Z-U11V V WM. MORRIS FOSTER LAND SURVEYOR CharIottesvJIIe,va. PLAT S H O W I N G SURVEY OF 78. 5 8 6 A C R E S DE S I G N A TED TAX MAP 87-PARCEL 9 HELEN A.M AW YER EST A TE AMUEL MILLER MAG. DISTRICT A L B E M A R L E C O U N T Y , V I R G IN IA SCALE: 1 "= 300' OCT. 15 1986 G G 795 _ 2 c- - 7) P/ , .