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Home My WebLink AboutSUB201500146 Study Final Plat 2015-08-03 arpriT Soils Study for Drain Field Sites Lots 1 and 2 A Division of Tax Map 33-17A2 Albemarle County Prepared for: Kenneth G. Maupin and Linda Mizell Maupin 3974 Pritchett Lane Charlottesville, VA 22911 Prepared by: Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 August 3, 2015 Page 1 of 5 OSE/PE Report for: N4r/ Construction Permit r1 Certification Letter n Subdivision Approval El Property Location: 911 Address: City: Lot 1 Section Subdivision GPIN or Tax Map# 33-17A2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Kenneth G Maupin and Linda Mizell Maupin Street: 3974 Pritchett Lane City:Charlottesville State VA Zip Code 22911 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 8/3/15 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 Form Soil Profile Sheet Survey Plat Soil Information Summary Sheet 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 VACS-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. riThe 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): construction permit❑ certification letter subdivision approval be(select one)issueda denied❑. OSE/PE Signature �7 Date /7 31/c— I�u Z v6 Soil Profile Lot 1 A Division of TM 33-17A2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 7 0-4 A Brown(7.5YR 4/2) sandy loam, friable 2 4-20 Bt Dark red (2.5YR 3/6) silty clay loam, firm 3 20-37 Bt2 Reddish brown(2.5YR 5/4)clay loam, friable 3 37-84 C Yellowish brown(10YR 5/6) sandy loam,mica, friable 2 8 0-4 A Brown(7.5YR 4/2) sandy loam, friable 2 4-29 Bt Red(10R 5/8) silty clay loam, firm 3 29-48 BC Reddish brown(2.5YR 5/4)clay loam, brown(10YR 5/3) 3 schist saprolite, crushes to loam, friable 48-84 C Yellowish brown(10YR 5/4) sandy loam, mica, friable 2 9 0-5 A Brown(7.5YR 4/2) sandy loam, friable 2 5-40 Bt Red(10R 5/8) silty clay loam, firm 3 40-70 CB Yellowish red(5YR 5/8) sandy loam, red(10R 5/8) clay 2 loam, friable 70-84 C Strong brown(7.5YR 5/8) sandy loam, friable 2 10 0-6 A Brown(7.5YR 4/2) sandy loam, friable 2 'time 6-54 Bt Red(10R 5/8) silty clay loam, firm 3 54-70 BC Red(2.5YR 5/8)clay loam, strong brown(7.5YR 5/8) loam,3 friable 70-84 C Strong brown(7.5YR 5/8) loam, friable 2 11 0-6 A Brown(7.5YR 4/2) sandy loam, friable 2 6-42 Bt Red(10R 5/8) silty clay loam, firm 3 42-54 BC Red(2.5YR 5/8)clay loam, strong brown(7.5YR 5/8) loam,3 friable 54-84 C Strong brown(7.5YR 5/8) loam, friable 2 Page 3 of 4-- Appendix Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/3/15 Submitted to Albemarle County Health Department Applicant Kenneth G. Maupin and Linda Mizell Maupin Telephone Number (434)996-4753 Address 3974 Pritchett Lane Charlottesville, VA 22911 Owner same Address same Location 3974 Pritchett Lane Tax Map 33-17A2 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? X Yes No Describe shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. Min. None4. x mottling graycolor) No Yes inches Depthto seasonal water table(grayor ra ':X 5. Free water present X No Yes range in inches '"4111016. Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 50 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) Pc, 1 ,- 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 theC�'primary and reserve area, 0 only the primary area, 0 only the reserve area(check one)for Lot 1 —A Division of TM 33-17A2(Property ID). Design Basis Total length of available area: __ 90' Total width of available area: 95' Estimated Pere.Rate: 50 at 60" in. (depth) Number of bedrooms(or GPD): 4 Conveyance Methods: Gravi Distribution method (specify): Gravity 3c Dispersal system basis GMP#135 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 376 Total trench bottom area required:_2256 Sere Area Calculations Number of trenches 10 Length of trenches: 80' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 84' Total trench bottom area provided: 2400 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. *4✓ Page of AOSE Form E Revised July 18,2007 100' ��c< h t'�5 IRON m SET en Z Inflekto *r+' co) ay FLAG 8 uG III T.M.33-17B / 3t'; -- 12 4— a) KENNETH G.MAUPIN T.M �� fi , 1 , , ,+ r - & LINDA E.MIZELL LINDA MI; o a , U4' ' / ` CHATFL ® D.B.485-633, 634A PLAT 2 - , N CHARLOTTESI `u�= i � 1 Q r N COURT I 4. � , ' „ � , Existing Well 2013 i + , ' ' i i *.• ,,...- - • Pnaiy w.B. 1 FLAG + 1 1 1 1 1 d ,; nfir4 D.BD1875� ' ' N74 '09928"E / D.B.485- 63.49te FLAG D.B. 164- ,, • �.��' 5 W Proposed e 4 t:i`TIC En „,-- —� i O IELD Z "- -_------ -- - _ �1 ) A----/ o ¢ -'"---'"---C-5"-------- i— - -- -_ :--o------ <: 0 ,:::....,...->// GRAVEL , . IRON Site ROAD �I .. --A--�- ontiodgedo SET T.M.33-17A1 w ,,� a Well Site n KENNETH G.MAUPIN (I/ / m. & LINDA MIZELL MAUPIN wc+1 F. MAII+ D.B. ///f)i LOT i N D.B.4478-141 N o pOL 3. 73 ACRES ��, D.B.404-2 DESC. _ -/ e oS EpTicD W O ;' j ' DRAflELflA -� fl `fir+ IRON SET o ; ; N07 '43' 12"W ¢-, POND J 0 AT 15.00' '� ;;' 98.66' `, ��'�� ,'�-�� "F LAG . N07 '43. 12"W ' ` ` +� 13.44 FLAsy''O' ' , ► ,1 ,' % 11 # , ' ' 1-,,r r FLAG J POLE .•g r v r , ' Existing well ' FLAG r F� DaK1fl�Site 000 FENCE N38'05'37"W + Prima ; 4.56' ' �� ' S8 ROUT // E A 85 - ,;E:S' 51.27 _ 953'36 25"W iijCHIpTIvE ESMj • . �,.. POLE Scale 1 100' Soil Profile Hole EgCR ___-7 -- -%4A0.-00,"" House, Well and Drain Field Sites Kt �__---- IRON N 3940321 Lot 1 FOUND E 11507913 D .. :.__ __� ---- 9�` PAVE[I END OF A Division of Tax Map 33-17A2 ROAD t�,9LPAVEMENT REVIEW Albemarle County, Virginia T.M.33-18 � Steve Gooch Consulting Geologist FOR IPARCELEAVEER lyy� SCALE: 1" = 10 703 Oliver Creek Road CON .B.4206-347 DATE: JULY 21, 2 Troy, Virginia 22974 :R .667-2PLAT REVISED: 4TH UM I UN Ur 2983 ROGER W.RAY & ASSOC.. INC. VIRGINIA SOL 1717-Sloe CHARLOTTESVI L EL VIRIALIED NAET 22903 TELEPHONE: (434) 293-3195 SHEET 2 Page 1 of 8 OSE/PE Report for: Construction Permit Ti Certification Letter n Subdivision Approval El Property Location: 911 Address: City: Lot 2 Section Subdivision GPIN or Tax Map# 33-17A2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Kenneth G Maupin and Linda Mizell Maupin Street: 3974 Pritchett Lane City:Charlottesville State VA Zip Code 22911 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 8/3/15 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. ElThe 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): construction permit❑ certification letter subdivision approval ✓❑ be(select one)issued denied❑. OSE/PE Signature 61' x_ Date d/ //c PPO Zc r Soil Profile Primary Drain Field Lot 2 A Division of TM 33-17A2 Isre Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-4 A Grayish brown(10YR 5/2) sandy loam, friable 2 4-40 BC Reddish brown(2.5YR 5/4)clay loam, w/deeply 3 weathered schist fragments, friable 40-72 C Yellowish brown(10YR 5/4) sandy loam 2 2 0-3 A Grayish brown(10YR 5/2) sandy loam, friable 2 3-35 BC Reddish brown(2.5YR 5/4) clay loam, w/deeply 3 weathered schist fragments, friable 35-72 C Yellowish brown(10YR 5/4) sandy loam, friable 2 5 0-8 A Dark grayish brown(10YR 4/2) sandy loam, friable 2 8-35 Bt Red(10R 5/8) silty clay loam, firm 3 35-52 Bt2 Yellowish red(5YR 5/4)clay loam, friable 3 52-72 C Strong brown(7.5YR 5/8) sandy loam, weathered sandstone2 fragments below 66" 6 0-6 A Brown(7.5YR 4/2) sandy clay loam, friable 2 6-34 Bt Red(10R 5/8) silty clay loam, firm 3 34-84 C Dark yellowish brown(10YR 4/6) sandy loam, mica, 2 friable Page _ of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 8/3/15 Submitted to Albemarle County Health Department Applicant Kenneth G. Maupin and Linda Mizell Maupin Telephone Number (434) 996-4753 Address 3974 Pritchett Lane Charlottesville, VA 22911 Owner same Address same Location 3974 Pritchett Lane Tax Map 33--17A2 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY - powice 7 ora►& FJ 1. Position in landscape satisfactory? X Yes No Describe shoulder 2. Slope 16 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches 111111e6. Soil percolation rate estimated X Yes Texture group I II 63 IV No Estimated rate 55 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach x Site Approved: Drainfield to be placed at 48" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify (attach additional pages if necessary) E 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. 1`w' This abbreviated design covers the 0 primary and reserve area, CtY6nly the primary area, 0 only the reserve area(check one)for Lot 2 —A Division of TM 33-17A2(Property ID). Design Basis Total length of available area: 60' Total width of available area: 100' Estimated Pere.Rate: 55 at 48" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Pum Distribution method (specify): Pump_ 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 412 Total trench bottom area required: 1648 Savo Area Calculations Number of trenches 10 Length of trenches: 60' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 84; Total trench bottom area provided: 1800 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. Sore Page of AOSE Form E Revised July 18,2007 Soil Profile Reserve Drain Field Lot 2 A Division of TM 33-17A2 Some Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 2 0-3 A Grayish brown(10YR 5/2) sandy loam, friable 2 3-35 BC Reddish brown(2.5YR 5/4)clay loam, w/deeply 3 weathered schist fragments, friable 35-72 C Yellowish brown(10YR 5/4) sandy loam, friable 2 3 0-8 A Brown(7.5YR 4/2) sandy clay loam, friable 2 8-16 BE Yellowish red (5YR 5/8) clay loam, friable 3 16-34 Bt Red(10R 5/8) silty clay loam, firm 3 34-60 C Brownish yellow(10YR 6/6) sandy loam, w/weathered 2 sandstone fragments below 48" 60- Cr 4 0-9 A Dark grayish brown(10YR 4/2) sandy loam, friable 2 9-31 Bt Red(10R 5/8) silty clay loam, firm 3 31-84 Bt2 Reddish brown(2.5YR 5/4) clay loam, friable 3 6 0-6 A Brown(7.5YR 4/2) sandy clay loam, friable 2 6-34 Bt Red(10R 5/8) silty clay loam, firm 3 34-84 C Dark yellowish brown(10YR 4/6) sandy loam, mica, 2 friable 12 0-6 A Dark grayish brown(10YR 4/2) sandy loam, friable 2 6-20 Bt Red(10R 5/8) silty clay loam, firm 3 20-33 BC Reddish brown(2.5YR 5/4) clay loam, friable 3 33-84 C Gray(10YR 5/1) sandy loam, lithochromic, friable 2 Page 0 of I Appendix 2 Soil Summary Report Site GENERAL INFORMATION Date 8/3/15 Submitted to Albemarle County Health Department Applicant Kenneth G. Maupin and Linda Mizell Maupin Telephone Number (434) 996-4753 Address 3974 Pritchett Lane Charlottesville, VA 22911 Owner same Address same Location 3974 Pritchett Lane Tax Map 33-17A2 Subdivision Block/Section Lot 2 SOIL INFORMATION SUMMARY - C-7e-ctiP p ‘A Ft dd 1. Position in landscape satisfactory? X Yes No Describe shoulder 2. Slope 14 % 3. Depth to rock or impervious strata: Max. 84'+ Min. 60" None 4. Depth to seasonal water table(gray mottling or gray color) X No Yes inches 5. Free water present X No Yes range in inches *liiko'6. Soil percolation rate estimated X Yes Texture group I II II IV No Estimated rate 75 min/inch 7. Permeability test performed Yes X No If yes, note type of test performed and attach x Site Approved: Drainfield to be placed at 36" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. Position in landscape subject to flooding or periodic saturation. 2. Insufficient depth of suitable soil over hard rock. 3. Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Proposed system too close to well. 7. Other Specify %erre (attach additional pages if necessary) Paces -7 o 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. Nouse This abbreviated design covers the 0 primary and reserve area, ❑ only the primary area, VA: Ily the reserve area(check one)for—Lot 2 —A Division of TM 33-17A2(Property ID). Design Basis Total length of available area: _ __50'_ Total width of available area: 80' Estimated Pere.Rate: 75 at 36" 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: 255 Total trench bottom area required:_1020 Some Area Calculations Number of trenches 7 Length of trenches: _500'',__ Width of trenches: 3' Center to center spacing: 9' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 57' Total trench bottom area provided: 1050 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. \.rPage of AOSE Form E Revised July 18,2007 n-- D.8. 1534-611 WITHIN ZONE X (AREAS OF 0.2% ,` D.B.322-186 PLAT CHANCE FLOOD: AREAS F 0 1XANNU N(. 7-y /N0400 OENrF S OF 1FLOOD FOOT ORHWITH RDRAINAGE AGE HAREA A, - ..Oqk Rk RI RCIH 1 SQUARE MILE) ACCORDING TO T _ 10 81 '1g, --,,AN VANHAE OF INSURANCE RATE MAP. EFFECTIVE . ,, .141'. - -•-Vq/� RIVER FEBRUARY 4, 2005 (COMMUNITY PA iiitesi NA 510006 0145D) . �- Fs �2 308.96. --- EqQv � cv ET DENOTES APPROXIMATE LOCATION Y - WITHIN ZONE AE (100 YEAR FLOO * o FLOOOWAY AREA, ACCORDING TO T Ilio ...` � FLOOD INSURANCE RATE MAP, EFF co • 510006DATE E0145D)UARY 4' 2005 (COMMUNI .Nr v : :::::H:::::: ::::::::::..•. c:, :::: IRON N' 3941295 o m\ : s SET E 1150761 DENOTE:RON :' ON / • SrgEAM BUFF d04- • • WITHIN SZONE RAE (100EYEARAFLOG SET R ACCORDING TO THE FEMA FLOOD 082 �= RATE MAPS, EFFECTIVE DATE FEB' 7328 m (COMMUNITY PANEL 510006 01451 n� c*; N : • • . LOT2 `" 4. 84 ACRES GRAPHIC SCALE N I. ii116.611111.....11611all N rn \ _ Scale 1"= 100' Soil Profile Hole 100' '03 House, Well and Drain Field Sites IRON m Lot2 SET 0 A Division of Tax Map 33-17A2 *true Q e.• • : . Re ye • Albemarle County,Virginia 3 hAG Steve Gooch Consulting Geologist CQ f C 33� 6 12G FLAG 1 703 Oliver Creek Road a KENS ` `•'' & LE Troy, Virginia 22974 M ON a t , , 4IZ i t , , / �I D.B.48' iOM D. T`) FLAB° CHARLOTTESV z - t °' ' � cru Well ��_ � i V i . i � r � N c rr�� COURT I� a Existing #2013C 1 � , 1 , 1 'co •.: ; e P W.B. FLAG •• I ; ; , E) ,- nap D.$.3 1 ' N74 '09°28"E / O.B. 1754 u� FLAG w 63.49' / 0.6.485-; Proposed • • D.B. 164- 4'' t: TICD cs :__ i O . IELD Z /__ ------ - - (15 ,) ---a—, o ¢ -........ ..-"---0 ----- --: -- --- _ - ~ / GRAVEL - - ------ ,,j .- ,-'4-��- ROAD i' IRON -, ProPokeej ell Site 4 ' .-Gp .. oo SET r. T.M.33-17A1 • . �.�� .'1 Well Site N KENNETH 6.MAUPIN m. 6 LINDA MIZELL MAUPIN a' p S La 1 /:,;( b LOT 1 0 to- MAIN D..B. f D.B.4478-141 N o POI____ 3. 73 ACRES -�,�� D.B.404-2 DESC. _ - l_Proposed L� eSite/1/ ! 0 .1 O J FLAGAI► IELU IRON SET o ; ; N07'43' 12"W 10 AREA `POND j al IRON 15.00' -4 ; ; 98.66' .,`� %`N\% t\•�--A--4F LA6 NO7 ',43' 12"W ‘11.6 ' ` ` ` ' % `� . . 1 .; FLAG i.1-----1.6! ! t t 0