The URL can be used to link to this page

Home My WebLink AboutSUB201500213 Study 2015-12-01 ea APPROVED Soils Study for Drain Field Sites Parcel X A Division of Tax Map 16-51 Albemarle County Prepared for: Wayne Stinnette P.O. Box 207 Free Union, VA 22940 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy,Virginia 22974 December 1, 2015 Page 1 of 8 _OSE/PE Report for: Construction Permit Certification Letter Et Subdivision Approval ✓ Nkeroff Property Location: 911 Address: City: Lot X Section Subdivision GPIN or Tax Map# 16-51 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Wayne Stinnette Street: P.O. Box 207 City:Free Union State VA Zip Code 22940 Prepared by: OSE Name Steve Gooch License At 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 12/1/15 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets Survey Plat Soil Information Summary Sheets Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630)and all other applicable laws,regulations and policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to perform the work contained herein. The work attached to this cover page has been conducted under an exemption to the practice of engineering,specifically the exemption in Code of Virginia Section 54.1-402.11 I recommend that a(select one): onstruction permit❑ certification letter subdivision approval El be(select one)issued denied . OSE/PE Signature 4,fL�- J/ / Date pc4,„, e)F Soil Profile Primary Drain Field Parcel X A Division of TMP 16-51 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 6 0-8 A Light gray((10YR 6/1) sandy loam, friable 2 8-24 EB Brownish yellow(10YR 6/8) clay loam, friable 3 24-48 Bt Yellowish red(5YR 5/8) silty clay loam, firm 3 48-84 BC Light red (2.5YR 6/8),yellowish brown (10YR 5/8) sandy 2 clay loam, friable w/gray(10YR 5/2) lithochromic feldspar 7 0-10 A Light gray((10YR 6/1) sandy loam, friable 2 10-48 Bt Red(10R 5/8) silty clay, firm 4 48-84 BC Red(10R 5/8) silty clay, firm w/yellowish brown 4 (10YR 5/8) sandy clay loam 8 0-3 A Light gray((10YR 6/1)sandy loam,friable 2 3-14 EB Brownish yellow(10YR 6/8) clay loam, friable 3 14-48 Bt Red (10R 5/8) silty clay loam, firm w/yellow(01 YR 7/8) 3 mottles 48-84 BC Red (10R 5/8) silty clay, firm w/yellowish brown 4 (10YR 5/8) sandy clay loam, white (10YR 8/1)feldspar @ 72" 9 0-4 A Light gray((10YR 6/1) sandy loam, friable 2 4-15 E Light yellowish brown(2.5Y 6/4) sandy loam, friable 2 15-42 Bt Yellowish red(5YR 5/8) silty clay loam, firm 3 42-84 BC Light red(2.5YR 6/8),yellowish brown(10YR 5/8) sandy 2 clay loam, friable w/gray(10YR 5/2) lithochromic feldspar 10 0-4 A Light gray((10YR 6/1) sandy loam, friable 2 4-12 E Light yellowish brown(2.5Y 6/4) sandy loam, friable 2 12-20 BE Yellowish red(5YR 5/8)clay loam,friable 3 20-54 Bt Red(10R 5/8) silty clay, firm w/gray(10YR 5/1)mottles 4 (redox) @ 42" 54-70 BC Red(10R 5/8) silty clay loam, firm w/yellow(10YR 7/8) 3 sandy clay loam, rock fragments below 64" 70- Cr Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/28/15 Submitted to Albemarle County Health Department Applicant Wayne Stinnette Telephone Number (434)531-4852 Address P.O. Box 207 Free Union VA 22940 Owner same Address same Location 2531 Chapel Spring Lane Tax Map 16-51 Subdivision Block/Section Lot Parcel X SOIL INFORMATION SUMMARY . p(11444rj Druivt_ Reid 1. Position in landscape satisfactory? Ig Yes r No Describe side slope 2. Slope 6 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 70" None 4. Depth to seasonal water table(gray mottling or gray color) E No IX Yes inches 42 Free water present I No E Yes range in inches .. Soil percolation rate estimated Yes Texture group I II III IV r No Estimated rate 105 min/inch 7. Permeability test performed fl Yes I X No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 24's depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3• Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I- Proposed system too close to well. 1— Other Specify (attach additional pages if necessary) pcor_. c FY Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. This abbreviated design covers the 0 primary and reserve area, L! my the primary area, 0 only the reserve area(check one)for_Parcel X—A Division of TM 16-51 . Design Basis Total length of available area: 50' Total width of available area: 110' Estimated Pere. Rate:_105 at 24" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pump Distribution method (specify): Pump 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required:_Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom:_358 Total trench bottom area required: _1432 Area Calculations Number of trenches 10 Length of trenches: 50 Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1500 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 X24 C 4A= Soil Profile Reserve Drain Field Parcel X A Division of IMP 16-51 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Dark gray(10YR 4/1) sandy loam,friable 2 4-17 E Light yellowish brown(2.5Y 6/4) sandy clay loam, friable 2 17-38 Bt Reddish yellow(7.5YR 6/8) sandy clay, firm, gray 4 (10YR 5/1)mottles @ 30",redox 38-48+ C Yellowish brown(10YR 5/8) sandy clay loam, friable, 2 gray(10YR 5/1)mottles, redox 2 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2 3-19 E Light brown(7.5YR 6/4) sandy loam, friable 2 19-36 E Gray(10YR 5/1) sandy loam, dense(fragipan) 2 36-60 Bt Yellowish red(5YR 5/8) sandy clay, firm, red(10R 5/8) 4 mottles 3 0-3 A Dark gray (10YR 4/1) sandy loam, friable 2 3-12 E Brownish yellow(10YR 6/8) sandy loam, friable 2 12-36 Bt Red (10R 5/8) silty clay loam,firm 3 36-84 BC Red (10R 5/8) silty clay loam, firm,yellow(01YR 7/8) 3 clay loam,white(10YR 8/1) feldspar 4 0-2 A Dark gray(10YR 4/1) sandy loam,friable 2 2-18 E Light brown(7.5YR 6/4) sandy loam, friable 2 18-48 Bt Yellowish brown (10YR 5/8) silty clay loam, firm 3 48-84 CB Gray(10YR 5/1) silty clay loam, lithochromic feldspar, 3 yellowish brown(10YR 5/8), red(10R 5/8) silty clay loam, 3 firm 5 0-3 A Dark gray(10YR 4/1) sandy loam, friable 2 3-15 E Light brown(7.5YR 6/4) sandy loam, friable 2 15-60 Bt Yellowish red(5YR 5/8) silty clay loam, firm 3 60-84 C Yellow(10YR 7/8) sandy clay loam, firm, gray(10YR 5/1) 2 mottles,redox Page 6 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 10/28/15 Submitted to Albemarle County Health Department Applicant Wayne Stinnette Telephone Number (434)531-4852 Address P.O. Box 207 Free Union VA 22940 Owner same Address same Location 2531 Chapel Spring Lane Tax Map 16'51 Subdivision Block/Section Lot Parcel X SOIL INFORMATION SUMMARY - OrutA.Pli4 1. Position in landscape satisfactory? I5 Yes '" No Describe side slope 2. Slope 6 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 18" None 4. Depth to seasonal water table (gray mottling or gray color) E No Yes inches 30 Free water present Ig No 1— Yes range in inches T. percolation rate estimated I5 yes Texture group I II III IV E No Estimated rate 95 min/inch 7. Permeability test performed E Yes No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at 6" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. E Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. 1" Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6, E Proposed system too close to well. I Other Specify (attach additional pages if necessary) Abbreviated Design Form This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system designs and when applying for a certification letter or subdivision approval. -441100. This abbreviated design covers the 0 primary and reserve area, 0 only the primary area, 2/only the reserve area(check one)for Parcel X-A Division of TM 16-51. Design Basis Total length of available area: 70' Total width of available area: 90' Estimated Pere.Rate: 95 at 6!5 in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : _Pump _ Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No_(Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 431 Total trench bottom area required: _5172 Area Calculations Number of trenches 37 Length of trenches:_70' Width of trenches: 1 Center to center spacing: 2' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 72' Total trench bottom area provided: 5180 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform across the length of the site the trenches will need to flare apart on one end to maintain contour. When this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will not be able to fit the system within the approved area. It is perfectly acceptable to have more area available,especially up and down the slope,than is required. Page of AOSE Form E Revised July 18,2007 % 1 TMP 16-58 Pal e 7 .) -2- \ I `2- r EDGEFIELDS LLC t t D.B. 3150 p. 613 t D.B. 1132 p. EOG I (PLATT I ' \ '''.1":1116 1 1 N. EDGE OF I I.F. PAVEMENT I TMP 16-57 < t EDGEFIELDS LLC .. D.B. 3250 p, 613 II ; 1 r`h . ' ,u, f, D.B. 1132 p. 2060 •I.S. �.r - ,, , \ � \ * PL/�'! A..* 494 ,`, �+. `. ` THE PROPERTY LINE FROM POINTS 'A' Ti ' �-- 6 ,•�• ` o \ �,,/I IS ALONG THE OLD CENTERLINE OF ST. Al / ° '�'' f'f', d�"I #' 1t 30' PRESCRIPTIVE RAY // „A- �',' 'N. '- LOCATION OFST.ST RT 668 f 1 j,,, r \sr 't•uobi.. `! if f , ` c B ° P CEL ' DRIVE VEL r likiUd" rA— � " ,�pa3.441 Ac. \" ,- a r Ise..i \`s -�. .„. �� Fat r . . NA t. .. \ 011k �. N ,,,....).„...._ 492.._...._....- ' 0 --~-rr NR PROPOSE1L.. , NEW LINE I..F.41*"*, PER A IS ST GARAGE i0 `1 VDOT t 410.00 I.S. \`‘ • Scale 1 100' a- Soil Profile Hole iAi'•68s Tt ' 2s-�2e2 House,Well and Drain Field Sites JULIA IEZZON1' Parcel X D.8. 1407 P. 723 A Division of TM 16-51 D.B. 891 p. 666 (PLAT) . Albemarle County,Virginia Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy,Virginia 22974 ISII,GALE tai:ASSOCIATES,INC SCALE 1" = 100' V ,StatifIA 1¶NGAND LAND PLANANNG amt IO NA L. CORPORATION .`k 100 d WO 200 VINO VIRGINIA RINGO 1861. maw ROAD- 11 i126lAOR RM6-i t1C�-DAM SCALE 1#tit New Tax Map 16-51 2531 Chapel Spring Lane Albemarle County The existing septic system and proposed reserve area(Health Department Permit ID# 86-450) are located on the proposed new TM 16-51 (residue). ` £ „ iPAGE1 of - .; astem( nstructianrmt : naliamo Commonwealth of Virginia Health.Department A • apart o eat • e ' r ( �-Y 0x- s Identification Number , 0, * . ' Health Department <_ " Map Reference / "" 1 ``j General Information Newd Repair .0 Expanded 0 Conditional 0 1=HA ❑ VA 0 Case No, Sas on the application for a sewage disposal system construction permit filed In. accordance with.Section 3.1301, a c• struction-p- it s here.4( issued to: ,, � Owner "" ♦ 'ri -- _ Telephone Address ,lith = • f"...07 - (I •6A , For Ty.: =� Sewage di ••••sa,.ystem which is to be constructed on/at __ ' ,,i C4? W e, Subdivision - _ 11, .ection/Block Lot Actual or estimated water use Milli►3'" �T+►` r DESIGN NOTE: INSPECTION RESUS Water supply, existing: (describe) Water supplylocation: Satisfactory yes no 0 .. comments o be Install class G.W.2 Received: yes 0 no 0 not apiplicable 0 '-..,'C1arc "'''" .^. 4 grouted Building s wpr: Building sewer: yes rd no 0 comments E.D. PVC 40, or equivalent. Satisfactory i ' Slope 1.2 "per 10'(minimum). ❑ Other ../, Septic tank: Capacity —a� gals. (minimum). Pretreatment unit: yes, no rig' comments Other Satisfactory Inlet-outlet structure: Inlet-outlet structure: yes If no 0 * comments PVC 40,4"tees or equivalent. Satisfactory 0 Other, .,. . ,f P ` . nd•pufnp tation: Pump&pump station: yes ❑ no comments No Yes describe and shown design. Satisfactory if yes:• �-r/ 1 Gravity mains: (di larger I.D:, minimum 6" fall per Conveyance method: yes no ❑ comments 100', 1500 Ib. crush strength or equivalent. Satisfactory ❑ Other • Distribution box: / Distribution box: • yes no 'comments Precast concrete with L•t) ports. Satisfactory ❑ Other Header lines: Header lines: yes no 0 comments Material: 4" I.D. 1500 lb. crush strength plastic or equiva- Satisfactory - lent from distribution box to 2' into absorption trench. Slope 2" minimum. '` ❑ Other Percolation lines: -Percolation lines: • yesno ❑ comments Gravity 4" plastic. 1000 lb. per foot bearing load or Satisfactory equivalent, slope 2" 4" (min. max.) per 100'. r7 Other +sorption trenches: /.f--' - Absorption trenches: yes. nocomments Square ft.required l \i' :depth from grow fa Satisfactory0 • to bottom of trench ' •`f •aggreg to size + ;- Trench bottom slope Z.'" / center to center spacin '1_;tr richwidth1 ' Date f 1 • ` Depth of aggregate f , Inspect f nd by: Trench length /1 •Number of trenches .- Z , , f /� „/ ;'( Health Department C t.i)'— L— t(c0 . Identification Number � .4tttatic drawing of sewage disposal system and topographic features. PAGE 2--OF .how the lot lines of the building lot and building site, sketch of property showing any topographic features which may impact on the design of 'stem, all existing and/or proposed structures including sewage disposal systems and wells within 100 feet of sewage disposal system and ire area. The schematic drawing of the sewage disposal system shall show sewer lines, pretreatment uni, pump station, conveyance sys- am, and subsurface soil absorption system, reserve area, etc. When a nonpu4lis drinking water supply is to be located on the same lot show all =roes of pollution within 100 feet. 3 The information required above has been.drawn on t e attached copy of the sketch submitted with the application. attach additional sheets as necessary to illustrate the design. j a 1 �t I 4 (44" , f �{ r ilr •:::01:1 13:;411114', 141 i 1 735'II tr) ,0 to' 1* . M • i s.41 1 IT V C1/4V • • e sewage disposal system is to be constructed as specified by the permit or attached plans and specifications 0. s sewage disposal system construction permit Is null and void if (a) conditions are changed from those shown on the application (b) condi- s are changed from those shown on the construction permit. part of any installation shall be covered or used until Inspected, corrections made if necessary, and approved, by the local health department mien expressly authorized by the local health dept. Any part of any installation which h: been covered prior to approval shall be uncov- I,If necessary,upon the direction of the Departme , Ili e: _Issued by: 44. .,4,__w_ This Construction \411144 i Sanitarian Pormiit V until e. Reviewed by: C. a Supervisory Sanitarian ;" if FHA.or VA financing lewed by Date Da#e • S : ge Disposal System Operation Permit Commonwealth of Virginia Department of Health Health Department identification No. S. D. 86-45 Map No. 16-51-56 T. J. Dist.. * Health Department °V Wayne Stinnette is Hereby Granted Permission to Operate a (Type) I Sewage Disposal System Having a Design Capacity of 600 gpd, at S. side of 668, .4 mi.. W. of 601 • SUBDIVISION SECTION/BLOCK LOT --I- -I- -I- This permit is Issued in Accordance with the Provisions of 32.1, Chapter 6 of the Code of Virginia as Amended and Section(s) 3.22 of the Sewage Handling and Disposal Regulations of the Virginia Department of Health and with Previously Issued permits E. P. # 86-1369 Dated with the understanding that the Owner and/or any Subsequent Owner will operate the Sewage Disposal System in Accordance with the Sewage Handling and Disposal Regulations of the Virginia Department of Health and any Variances or Conditions Granted. Issuance of an Operating Permit does not imply or Guarantee that the Sewage Disposal System will Function for any Specified Period of Time. VARIANCES GRANTED . :1 • SPECIAL CONDITIONS ! c NONE 0 SEE ATTACHED ggi NONE 0 SEE ATTACHED 17113-11! /r /0 0 Effective Date Recommended (Sanitarian) Approved-.(State Health Comm ssioner) C. 105 Rev.4/83 auem.w.., ww+�.}.. . ..s.,..ia I Catinfantory 1 • • v