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HomeMy WebLinkAboutSUB202200002 Assessment - Environmental 2021-12-03 Page / of tP OSE/PE Report For: El Construction Repair �""► Voluntary Upgrade Certification ri Subdivision Permit I Permit t I Permit Letter Approval Property Location: 911 Address: City: Lot Section Subdivision GPIN or Tax Map# 35-38A (Residue) Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Mattie W. Williams Street: 5482 Stony Point Road City: Barboursville State VA Zip Code 22923 Prepared by: OSE Name Thomas G. Hogge License#1940-001091 Address PO Box 418 City Ruckersville State VA Zip Code22968 PE Name License# Address City State Zip Code Date of Report /2/3/2 I 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.) 1-Cover 6-Destan Calculations 2,3-Site and Soil Evaluation Report 4-Site Sketch 5-Copy of Plat Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VACS-630)the Regulations for Alternative Onsite Sewage Systems(12VACS-613)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. tiThe 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.A.11 I recommend that a(select one). construction permit ❑certification letter ❑ subdivision approval Elbe(select one) Issued re it permit voluntary upgrade ❑ Denied ❑ OSE/PE Signature Date /2 "3--2/ This form contains personal information subject to closure under the Freedom of Information Act. Revised 12/1/2014 Page 2-of C Site and Soil Evaluation Report VDU Use Only HD1N: General Information Date: r Z- 3- 2 1 Albemarle County Health Department Owner: Mattie W. Williams Phone: Owner Address: Property Address: Tax Map/GP1N ft: 35-38A(Residue) Subdivision: Section: Block: Lot: Soil Information Summary 1. Position in landscape satisfactory: a Yes 0 No Describe landscape position: Sideslope 2. Slope: 13 3. Depth to rock/impervious strata: Max. 60+ in. Min. 60+ in. B Not observed 4. Free Water Present: 0 Yes No Range in inches: 5. Depth to seasonal water table(gray mottling or gray color): inches B Not observed 6. Soil percolation rate estimated: El Yes 0 No Estimated rate: 65 min/in at 36 inches depth Texture Group: ❑ 1 0 [l 8 [II ❑ IV 7. Percolation test performed: Ea Yes El No If yes,provide additional data on percolation test results. Name and title of ev. or: Thomas Graham Hogge, OSE Signature: A ���/ �. `'. E l Site approved: Absorption trenches (describe dispersal area,e.g.absorption trenches)dispersing Septic tank effluent (proposed level of treatment at time of evaluation)to be placed at 65 (inches)depth at site designated on permit. Site provides a total of 4,500 square feet of absorption area for primary and reserve(if applicable). ❑ Site disapproved: Reasons for rejection(check all that apply) I. 0 Position in landscape subject to flooding or periodic saturation. 2. ❑ Insufficient depth of suitable soil over hard rock. 3. 0 Insufficient depth of suitable soil to seasonal water table. 4. 0 Rates of absorption too slow. 5. 0 Insufficient area of acceptable soil for required absorption area,and/or reserve area. 6. 0 Proposed system too close to well. 7. 0 Other(specify) This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/11201.1 Page 3 of C Date of Evaluation: 9-15-21• _ Profile Description SOIL EVALUATION REPORT Property ID: TM 35-38A(Residue) Where the local health department conducts the soil evaluation the location of profile holes may be shown on the schematic drawing on the construction permit or the sketch submitted with the application. If soil evaluations are conducted by a private Onsite Soil Evaluator or Professional Engineer, location of profile holes and sketch of the area investigated including all structural features(i.e.sewage disposal systems,wells,etc.)within 100 feet of the site and reserve site shall be shown on the reverse side of this page or prepared on a separate page and attached to this form. AUGER BORINGS 0 See adplication sketch ❑ See Construction Permit ® See sketch on reverse side or page attached to this form. Hole# Horizon Depth Description of color,texture,etc. Texture (Inches) Group 1 A 0-5 5 YR 4/6 yellowish red sandy clay loam 2 Bt 5-48 10 R 4/8 red silty clay loam 3 CBt 48-60 2.5 YR 4/8 red silty clay loam greenstone saprolite with 10 YR 6/8 brownish yellow 3 2 A 0-4 5 YR 4/6 yellowish red sandy clay loam 2 Bt 4-42 2.5 YR 4/8 red,fnable silty clay loam wl many mottles of 10 YR 6/8 brownish yellow 3 CBt 42-60 2.5 YR 4B red,light silty clay loam to silt loam greenstone saprolite with 10 YR 6/8 brownish yellow 3 3 Ap 0-8 5 YR 4/6 yellowish red sandy clay loam 2 Bt 8-40 2 5 YR 4/8 red,friable silty clay loam w/many mottles of 10 YR 6/8 brownish yellow 3 Ct 40-60 7.5 YR 6/8 reddish yellow silt loam greenstone saprolite,dense but friable,with 3 2.5 YR 4/8 red REMARKS: Soil profiles are consistent with mapped Fauquier This form contains personal information subject to disclosure under the Freedom of Information Act. Revised 12/12014 ?�Y -:7../ Page lof Tax Mao 35 • parcel 38A =„i )3. 68 Ac. ( before division ) _ess 2. 95 Ac. (Parcel 3 ) / 50. 73 Ac. ( esicue Total ) \ UP SITE SKETCH SHOWING PROPOSED DIVISION OF TAX MAP 35-38A, ALBEMARLE COUNTY, VA / / MS is 5.6' from %_ _.__ _ PASTURE new property lineA E„.SEPTIC Q 7311 well ./ w q l l ®; UP ' ''‘.___ B 1-------n--__A : FS i gravel PROPOSED -©, -- drive SEPTIC PASTURE 1' h _ iN ,��D ' RESERVE W/ 1 ~_\\ N BORINGS 1-3 q, i,o '1 wire \ , ; , cel 3 ), , \''.`/;- '`hC) fence(typ) 5',..„.,N,„ --,,/ 47 - N, 9 ' (v. A cAOW '';›?,, \ . \ N :NNNN:-.F3DF \ . - ,. ; lir .. , . . 1, \\ , '47, I C \N \ ,� ' `. NU . ,,, AK 10 UP ,' "-400 \--- --m- / <9 DFC ' d \\, , a /' . PROPOSED PRIMAR � �, 1 / , O • e(\ & RESERVE SEPTIC W/ i �" BORINGS 1-5 ,/ 6�1e SCALE: I" = rod 0\ 00;6tttsttc,,, IF @ j e .,P+LTH 0�so., 10. 36' r�a� :n,Q�,'.... �r� BLUE RIDGE �----- • SOIL CONSULTING, INC. '....,/ a,2).." i �� AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) .��,1c; ? 194O�pto`'` P.O.Box 418 Ruckersvdle,VA 22968 (434)985-2780 / ��trtetatt666°,+ kri 0 1 0 2 0 400 TM 35-39 The survey shown hereon is from a current field Oevie toewaset et ur run survey 0.84 77 129 The property lines of re �e according to field sm SCALE IN FEET 0.8. qj, /play evidence and plats rerml o �' Survey performed without the benefit of a title report and may not indicate all encumbrances on E� X N / 100'water Protection the prerty PF Buffer LegendCCM o� 719a \ IF Iron Found Found BP - Telepsnick was Dwelling to / "-, \ PB - Pole Barn 8SL • Building Setback Line TAP PIP5 38 S8 - Spring Box EOF - Existing Grainfield Claire../ Reeds- / \ \ \ „Nita 9nit/Z Estate FS - Frame Shed ROF = Reserve Orainfjell 0.81L�4 Pg53 / \ c/n Cynthia Davis MS = Metal Shed DEC - Grainfield Corners 09626 Fq i5iPlat. , // /4547�4Pg.3 UP - Utility Pole ��. / \ N. k,, / too water Protection N., g8w A \ `C4✓ 4// N b� ., \ State Plain Coordinates `` �� 7 \ B 43368B9/E116 0�25 e / 7% C) N3944373.2 / E11535863.0 IF / ' .19. \, 0) N39452305 / El15367(30.1 20 tne°35 15s1 ? • .,ba, / /' \ PropertyCases Along State B lJevie,v Fa',n LLC a, Ps. •`5, / 4P \ \ Route D.B.2954 Pq.48 / / ,,� \ i) R- 9.34' L-7B55' T-39.34' kJ / �o.7 / ti-.. 2 S24'20'47"M 115_13' / N. ,, // Tax 35 /1/ \ ,' 4 S53'007'07'NL 495.7111'(tot-al) `.I Parcel 8A l 1 !d Parcel e PropertyCourses Along IF 1 i7' / 33 68 Ac.(before division) / t ,�( IFS a) N34'15'00"E 194.03' SE. of Less 2 95 At (Parcel B) t ' 4, ) corner '. 30.73 Ac.(Residue Total) a (stream k,vi � 0� b SBf'10'00"E 125A9' 1P // 1 „\ , I , P i\) \ raw property lire wall FSiS".well //' 'tI' ��� OP8 r_ elm ',Estgravl / ki /,' PLTM OR 'e��'et a/ /,�_ F �7 `.'�', crave // i � 0 '•S'`doeli wire / 'd' o , ,p o r �1� > \//.27� 295 A 6 r ?j fence ttypi i ��q ppJc�Q� F GBH TAP 35-158 N.\ OFC OFC�p�a,, ''', �,, TP •, ',4e/ Q°,SP Ll n 9elleview Fa-n.•LLC \ 7 . \ i hhh k` , �tA„",y' PLAT SHOWING Hobert N. Coleman, Jr. D.8.2854 Pp dB ,P �Tpa. . . y liC_ No 2007 oezaslAg74/alati ;,1, �CFC �> DIVISION SURVEY ON 4 Q ,0�,/ '-=$" TAX MAP PARCEL 35-38A O Primary G Reserve C N St)RIO Ck`ainfield „/ �g 1',' ;t'v�' ADDRESSED AS IF is <:� ° 54B2 STONY POINT ROAD RESIDENTIAL 10.36 5, SURVEYING SERVICES RIVANNA DISTRICT (434) 245-8744 ALBEMARLE COUNTY, VIRGINIA CHARLOTTESVILLE,STREET. E22903 SHEET 2 OF 2 /, NOVEMBER 1, 2021 1'-200• 20-1.96 div • w Page 67 of 6 Design Calculations Tax Map 35-38A (Residue) Albemarle County, VA RESERVE FOR EXISTING DWELLING Design Basis A. Estimated Percolation Rate I 65 I @ 36" (Minutes per inch) B. Trench bottom square feet 496 Required per Bedroom (from Table 5.4) based on ®Gravity ❑LPD 0 other: EZ FLOW,PER GMP 135.A C. Number of Bedrooms 3 Area Calculations: D. Length of Trench (ft.) 60 E. Length of Available Area(ft.) I 60+ 1 F. Width of Trench (ft.) 3 G. Number of Trenches 9 H. Center-to-center spacing (ft.) I g I. Width required (ft.) 75 J. Width of available area(ft.) 75 K. Total square footage required 1488 L. Square footage in design 1620 M. Is a reserve area required? NO 1