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HomeMy WebLinkAboutSUB201300064 Approval - Agencies 2013-05-06 Sipe *MOO ,ptlsu tl. (j��r r v h„.,, 04P MMONWEALTLL u of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) 1138 Rose Hill Drive GREENE COUNTY(STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 June 6,2013 J.T.Newberry Planner Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 RE: Review of Proposed Subdivision Plat for Individual Onsite Sewage System for TM 57 Parcel 22. Dear Mr.Newberry: On May 14,2013,the County of Albemarle requested the Virginia Department of Health(via the Albemarle County Health Department)review the proposed subdivision plat identified above. This letter is to inform you that the above referenced subdivision plat is approved for individual onsite sewage systems in accordance with the provisions of the Code of Virginia, and the Sewage Handling and Disposal Regulations(12 VAC 5-610-10 et seq.,the"Regulations"), (and local ordinances if the locality has authorized the local health department to accept private evaluations for compliance with local ordinances).. This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's regulations by: Stephen P. Gooch, OSE#1940001284. This subdivision approval is issued in reliance upon that certification. Pursuant to § 360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system, and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, `.JA iL Travis T. Davis Environmental Health Specialist Senior rt ved Soils Study for Drain Field Sites Lot 1 and Residue A Division of Tax Map 57-22 Albemarle County Prepared for: Margo Preston Scott and Charlene Preston Bennett 473 Wrights Lane Essex Maryland 21221 Prepared by: Gooch Engineering& Testing, Inc. 1821 Broadway Street Charlottesville, VA 22902 May 14, 2013 Page 1 of 8 OSE/PE Report for: '"'"' Construction Permit Certification Letter I Subdivision Approval ✓ Property Location: 911 Address: City: Lot 1 Section Subdivision Scott-Bennett Property GPIN or Tax Map# 57-22 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Margo Preston Scott and Charlene Preston Bennett Street: 473 Wrights Lane City:Essex State Maryland Zip Code 21221 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# ,,W Address City State Zip Code Date of Report 5/14/13 Date of Revision#1 OSE/PE Job# D. of Revision#2 i. 7 .�x sF t l *1 Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile De,"ri c .�` I. rt ',we OSE Cover Page Abb-via ► - g- Avife= m- w '. 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): construction permit certification letters subdivision approval 0 be(select one)issued Q denied❑. vasr OSE/PE Signature '1---e #0--b---a. 'L Date 'i fr1/I Pct.y, 2 u7-P Soil Profile Lot 1 A Family Division of TM 57-22 Naar Albemarle County Hole Depth (in.) Horizon Material Description Soil Texture Group Primary Drain Field A 0-3 A Dark grayish brown(10YR 4/2) clay loam 3 3-7 E Light olive brown (2.5Y 5/4) sandy loam 2 7-28 Bt Reddish brown(5YR 5/4) clay loam 3 28-48 C1 Strong brown (7.5YR 5/8) sandy loam 2 48-72 C2 Light yellowish brown(2.5Y 6/4) sandy loam 2 B 0-3 A Dark grayish brown(10YR 4/2) clay loam 3 3-13 E Light olive brown(2.5Y 5/4) sandy loam 2 13-29 Bt Light yellowish brown (10YR 6/4) clay loam 3 29-47 BC Yellowish red(5YR 5/8) sandy clay loam 2 47-72 C Pale yellow (2.5Y 7/4) sandy loam 2 C 0-4 A Dark grayish brown (10YR 4/2) clay loam 3 "%my E Brown (10YR 5/3) sandy loam 2 16-37 Bt Strong brown (7.5YR 5/8) silty clay loam 3 37-72 C Light yellowish brown (2.5Y 6/4) sandy loam 2 D 0-4 A Dark grayish brown (10YR 4/2) clay loam 3 4-9 E Light olive brown (2.5Y 5/4) sandy loam 2 9-39 Bt Red(2.5YR 5/6) silty clay loam 3 39-72 C Olive (5Y 5/4) sandy loam 2 H 0-3 A Dark grayish brown(10YR 4/2) clay loam 3 3-10 Bt Brown(7.5YR 5/4) clay loam 3 10-39 Bt2 Red(2.5YR 5/8) silty clay loam 3 39-46 BC Light reddish brown(5YR 6/4) clay loam 3 46-56 C1 Pale brown (10YR 6/3) sandy loam 2 56-72 C2 Olive yellow (2.5Y 6/6) sandy loam 2 Page 3 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/13/13 Submitted to Albemarle County Health Department Applicant Margo Preston Scott and Charlene Preston Bennett Telephone Number (443) 938-6297 Address 473 Wrights Lane Essex, Maryland 21221 Owner Same Address Same Location State Route 802 Tax Map 57-22 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY- pnwty .7 Qmivt 1 e&, 1. Position in landscape satisfactory? jg Yes I`" No Describe side slope 2. Slope 9 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) 1X No E Yes inches r Free water present 15Z No r Yes range in inches ''b Soil percolation rate estimated IX Yes Texture group I © III IV I- No Estimated rate 45 min/inch 7. Permeability test performed E Yes r No If yes, note type of test performed and attach 1X Site Approved: Drainfield to be placed at 60" depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. I- Position in landscape subject to flooding or periodic saturation. 2. I� Insufficient depth of suitable soil over hard rock. 3. 1- Insufficient depth of suitable soil to seansonal water table. 4. 1- 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. r 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. Niftow This abbreviated design covers the ❑ primary and reserve area, r ' ly the primary area, ❑ only the reserve area(check one)for_Lot 1 —A Division of TM 57-22 (Property ID). Design Basis Total length of available area: 45' Total width of available area: 40' Estimated Perc. Rate: _45 at 60" in. (depth) Number of bedrooms(or GPD): 3 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: 152 Total trench bottom area required: _456 Area Calculations Number of trenches 4 Length of trenches: 45' Width of trenches: 3' Center to center spacing: 9' Reserve required? yes Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided: 540 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding I 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. Now- Page of AOSE Form E Revised July 18,2007 Soil Profile Lot 1 Continued A Family Division of TM 57-22 Albemarle County Hole Depth (in.) Horizon Material Description Soil Texture Group Reserve Drain Field E 0-4 A Dark grayish brown (10YR 4/2) clay loam 3 4-8 E Light olive brown (2.5Y 5/4) sandy loam 2 8-29 Bt Red(2.5YR 5/8) silty clay loam 3 29-55 CB Olive(5Y 5/4) sandy loam, some reddish brown 2 (5YR 5/4) sandy clay loam 55-72 C Olive (5Y 5/4) sandy loam 2 F 0-3 A Dark grayish brown (10YR 4/2) clay loam 3 3-24 Bt Yellowish brown(10YR 5/6) clay loam 3 24-46 C1 Olive (5Y 5/4) sandy loam 2 46-60 C2 Yellowish red (5YR 5/8) sandy loam 2 60-72 C3 Pale brown(10YR 6/3) sandy loam 2 G 0-3 A Dark grayish brown (10YR 4/2) clay loam 3 3-12 Bt Brown (7.5YR 5/4) clay loam 3 12-24 Bt2 Red(2.5YR 5/8) silty clay loam 3 24-70 C Light olive (5Y 6/4) sandy loam with weathered 2 schist fragments below 66" 70 Cr 50%+ weathered schist fragments H 0-3 A Dark grayish brown (10YR 4/2) clay loam 3 3-10 Bt Brown (7.5YR 5/4) clay loam 3 10-39 Bt2 Red (2.5YR 5/8) silty clay loam 3 39-46 BC Light reddish brown(5YR 6/4) clay loam 3 46-56 C1 Pale brown (10YR 6/3) sandy loam 2 56-72 C2 Olive yellow (2.5Y 6/6) sandy loam 2 Page 6. of 5 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/13/13 Submitted to Albemarle County Health Department Applicant Margo Preston Scott and Charlene Preston Bennett Telephone Number (443) 938-6297 Address 473 Wrights Lane Essex, Maryland 21221 Owner Same Address Same Location State Route 802 Tax Map 57'22 Subdivision Block/Section Lot 1 SOIL INFORMATION SUMMARY - �?,g Oryt„` 1'Ie.P�t 1. Position in landscape satisfactory? 1X Yes E No Describe side slope 2. Slope 9 % 3. Depth to rock or impervious strata: Max. 72"+ Min. 70" None 4. Depth to seasonal water table (gray mottling or gray color) IX No E Yes inches Free water present 5 No r Yes range in inches percolation rate estimated (x Yes Texture group I Q III IV r No Estimated rate 45 min/inch 7. Permeability test performed r Yes 1x No If yes, note type of test performed and attach r Site Approved: Drainfield to be placed at 58" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. I— Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. E Insufficient depth of suitable soil to seansonal water table. 4. J Rates of absorption too slow. 5- 1— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. Iv Proposed system too close to well. " Other Specify (attach additional pages if necessary) P4,c ? 8- 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. Now- This abbreviated design covers the ❑ primary and reserve area, ❑ only the primary area, only the reserve area(check one)for_Lot 1 —A Division of TM 57-22 (Property ID). Design Basis Total length of available area: 40' Total width of available area: 50' Estimated Pere. Rate:_45 at 58" in. (depth) Number of bedrooms(or GPD): 3 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: 152 Total trench bottom area required: 456 Area Calculations Number of trenches 5 Length of trenches:_40' 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 39' Total trench bottom area provided: ,600_ 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 ........ Pcic.. c)C-1-F ,1.Easements,if any,not shown.No title report furnished. 2.This property does not lie wilhin the 100 year Flood Zone as shown on the F.E.MA F.I.R.M.Community 3. Panel. ty 3 Boundary derived from a field survey and from deeds of record as found among the Land Records of Albemarle c oun , ' Virginia,aS shown hereon, I1F-ltacilus AT-61.- Chard e.fiwir--i 4.Property Zoned:RA :: _giti.111----.7-_-. '__11.481-7LITIE.72.0'17:1-0:7L-D .. / ..----- LEGEND Dts2anc / --'' r;",- Iron Pin Found ,.. ,.nil Filiis'SYLT" /la' , / ----- (..E7)- Power Pole I 1.2 N 04°4003"E 39.01 1 / ,..A.-5' i 1 L3 S worse E 43.93 1 / NIF ,.:',--- • A,- Point L4 S 8.3-227e E 38.95' 1 / #57-4 -.../,- t....„--- ;,::, #- Tree as noted •,. I: L5 ...8_17..49ILE______47.i.i._ 1°Z51-'" - Test Holes ,.....:;,..... "COUNTY OF ALBEMARLE" ".1),„,-, 2',11-22 1., 377/483 Nk!,' : t,4' - g2 to, H '‘1 ' cotn Cs.-,.....„.., F ..„,„--,-;-• • !i \ #57-21 30"Oak Stump , \ 1419/225 ,-,._ iL41 ••••.• , ',...1 . ; ,• ' • • Nip 0 r.ri scS ! . :.ci ! ! co 7,5 IA.; #57-23 • ' 0 N/F ,4,...,,,‘ , RESIDUE a' l'., "RUSH' I i LU l'''It:a #57-19 4;-74" I #57-22 (71'-3 1041/359 , - . c.-:i1,..„„ 1 t in STEPPE" ' -' 1 SCOTT&BENNETT,!C.--,.`7%;•;-'.-.''. :;-'ilfill.-7NP%, 8901293 t.).1 3665/127 .._ ,- _,,,,,, •',011- i i !t, 1 • <3 2.090 acres '- ,-• ','-,----:-.2: . , ii _ c..c i - ...,., ;,...- ,-- -- ,--•• i i • 9 4 !,--'!-1.14;.•-(?:.(-W.4-1 FRA&Z--j'Y-4047 fo_ 9to . . ....-_ -- -- 51 Er. Cni-) 1 I qi- / • ,, „,,,---, 4 --' - r- i!.,"•,if't,i ---" 1 / if Cl.. ,,,,-'€.,/, \l' •----- -- 3 t ' • c't,:. . --,; - - _ 1 ' /6//,‘I•ilie\\I'•--N3A trAP%''r t•-•= "fi?'•i T'7',N..:Ii[l ,.:y',:-., ,,,, ,/,< . 2,,i1,..k.,,;., e h;-, , _____ 54.03- _.-- 119/096 ---4-- .,0 . _, , WB 1,./k ‘ ,A.,.E *_______t_n_.,- • 638/541 . 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C32931, (...8F 3=546 ''` . .• --g- ' ••• ' :"... oreo \ 711 -1•E47,* .■ '--• • 3cale 1"=100' i.--‘. ..44_ ,..) .,..: , ., ., , . , •,i,, 0- Soil Profile Hole , ,-.,,, ,,,,,wo-,,.A: ;,,••'. tio., --,..14„-_,, . • -, ,-, •.: ;,- ,— . „. - .;;: douse, Well and Drain Field Sites "1.-''- " i ,....-- , --- . : kJ' , ' ,- ,..,A E"---1 --"' i 0 - --- Lot 1 ,,,,,,,_- . 1, „J- 1 Lot I .. ,- --__„---- ,•-----1, ' . .t-,-..---- . t,"' 2 086 acres 1 , ' A Division of Tax Map 57-22 _ .____-- ,--- ., -, -.,- - I , • . A ' ' ':''' i'' '* ''. ' ' / '.'1, 11, i'!' '• NIF /5-%. f ‘ q ' ,F: ii..,..:; ,:i• 1 Albemarle County, VII'gMia #57-20 ;t - "PRESTON" %...0; =, -,,4 ,,,,i. ,- 11, - Gooch Engineering & Testing, Inc. 1626/635 o ,•=. ..;-' 1 --cla.9----- ci- --, 1821 Broadway Street •,..--- ...0_„•=--r ..- Charlottesville, Virginia 22902 kt-3,S -47..._ -- ck\-- -- -- DRAINFIELD TEST HOLE&PROPOSED-HOUSE . --4' -pl, .„-- LOCATION SURVEY PLAT - ------'cl.g.------ "-- ___ _ - - ,..,,iltok _. _„-- Portion of the Property of • 1 `-'' - - ___ __ _ „------- "MARGO PRESTON SCOTT&CHARLENE PRESTON BENNETT" `014..T4,-- 6 Deed Book 3665,Page 127 ,...0 .Ili. gri i' , I .c".p% Portion of Tax Map#57-22 Ivy Magisterial District 'ARCH Il D Ail4- .L,T9 V>i I Scale 1180arle County April pVriil r g2 i5 n,i a 2 009 :-' Lic.Np r 4176 Aat 5 Prepared By: 0 Ji If)/ * Archie J.Dodson Jr.,Surveying P.O.Box 672 -14,.!.• ‘.--1,,,i0••• Luray,VA.22835 aStiRW Phone;(540)843-0608 Fax(540)843-4828 • ,....._”.....f.....1.--........" ,trAup•ron riwn Page 1 of 8 OSE/PE Report for: Construction Permit Certification Letter I I Subdivision Approval Property Location: 911 Address: City: Lot Residue section Subdivision Scott-Bennett Property GPIN or Tax Map# 57-22 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Margo Preston Scott and Charlene Preston Bennett Street: 473 Wrights Lane City:Essex State Maryland Zip Code 21221 Prepared by: OSE Name Steve Gooch License# 1940001284 Address 1821 Broadway Street City Charlottesville State Virginia Zip Code 22902 PE Name: License# 'Now- Address City State Zip Code Date of Report 5/14/13 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 �.i Certification Statement °` j I hereby certify that the evaluations and/or designs contained herein were conducte cco S ag• h ^� ;; • Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VACS-63 an all p' 1 s of ;d policies implemented by the Virginia Department of Health. I further certify that 1 c. s !I s f• sio ' �`' se + 'Mr.'7; by the laws and regulations of the Commonwealth that have been duly issued by t app I • -n•,,??'=° ge.with -nsure to perform the work contained herein. I• 1 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): construction permits certification letter❑ subdivision approval be(select one)issued 151 denied❑. OSE/PE Signature f& , ? '`- Date 61/'f/1 3 Pct 2eF $ Soil Profile Primary Drain Field Residue A Family Division of TM 57-22 Albemarle County Hole Depth (in.) Horizon Material Description Soil Texture Group 2 0-4 A Dark gray(10YR 4/1) loam 2 4-14 Bt Brown(7.5YR 5/4) clay loam 3 14-36 C1 Strong brown(7.5YR 5/8) sandy clay loam 2 36-72 C2 Olive (5Y 5/4) sandy loam 2 6 0-5 A Dark gray(10YR 4/1) loam 2 5-15 Bt Brown (7.5YR 5/4) clay loam 3 15-40 Bt2 Yellowish brown(10YR 5/6) clay loam 3 40-72 C Olive(5Y 5/4) sandy loam 2 7 0-3 A Dark gray(10YR 4/1) loam 2 3-27 Bt Brown (7.5YR 5/4) clay loam 3 27-72 C Olive(5Y 5/4) sandy loam with some weathered 2 schist fragments 8 0-3 A Dark gray(10YR 4/1) loam 2 3-16 Bt Brown(7.5YR 5/4) clay loam 3 16-34 C1 Strong brown(7.5YR 5/8) sandy clay loam 2 34-72 C2 Olive (5Y 5/4) sandy loam 2 9 0-4 A Dark gray(10YR 4/1) loam 2 4-10 Bt Brown(7.5YR 5/4) clay loam 3 10-34 Bt2 Red(2.5YR 5/8) clay loam 3 34-72 C Light yellowish brown (2.5Y 64) sandy loam 2 `o, Page ) of F Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/13/13 Submitted to Albemarle County Health Department Applicant Margo Preston Scott and Charlene Preston Bennett Telephone Number (443) 938-6297 Address 473 Wrights Lane Essex, Maryland 21221 Owner Same Address Same Location State Route 802 Tax Map 57'22 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY _ ri c pptt,k 9 hQ 1. Position in landscape satisfactory? IX Yes f No Describe side slope 2. Slope 19 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) I•X No I— Yes inches Free water present I5 No E Yes range in inches * Soil percolation rate estimated IX Yes Texture group I (r) III IV I� No Estimated rate 45 min/inch 7. Permeability test performed E Yes fx` No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 54" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. f Position in landscape subject to flooding or periodic saturation. 2. I— Insufficient depth of suitable soil over hard rock. 3. i— Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. f Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I— Proposed system too close to well. Other Specify Now (attach additional pages if necessary) Y1-fF� 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 ❑ primary and reserve area, Wonly the primary area, ❑ only the reserve area(check one)for_Residue—A Division of TM 57-22 (Property ID). Design Basis Total length of available area: 45' Total width of available area:_ 40' Estimated Perc. Rate: 45 at 54" in. (depth) Number of bedrooms(or GPD): 3 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: 152 Total trench bottom area required: 456_ Now Area Calculations Number of trenches 4 Length of trenches:_45' Width of trenches: 3' Center to center spacing: 9' Reserve required? yes_ Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided: 540 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. Ni""' Page of AOSE Form E Revised July 18,2007 Soil Profile ) ei c- c as E Reserve Drain Field Residue A Family Division of TM 57-22 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-3 A Dark gray (10YR 4/1) loam 2 3-10 Bt Brown(7.5YR 5/4) clay loam 3 10-22 Bt2 Yellowish red(5YR 5/8) sandy clay loam 2 22-72 C Yellowish brown (10YR 5/6) sandy loam 2 4 0-6 A Dark gray (10YR 4/1) loam 2 6-21 Bt Red (2.5YR 5/8) clay loam 3 21-37 Bt2 Yellowish red (5YR 5/8) clay loam 3 37-72 C Olive (5Y 5/4) sandy loam 2 6 0-5 A Dark gray(10YR 4/1) loam 2 5-15 Bt Brown(7.5YR 5/4) clay loam 3 15-40 Bt2 Yellowish brown(10YR 5/6) clay loam 3 40-72 C Olive (5Y 5/4) sandy loam 2 7 0-3 A Dark gray(10YR 4/1) loam 2 3-27 Bt Brown(7.5YR 5/4) clay loam 3 27-72 C Olive(5Y 5/4) sandy loam with some weathered schist 2 fragments Page Co of 7 Appendix 2 Soil Summary Report �... GENERAL INFORMATION Date 5/13/13 Submitted to Albemarle County Health Department Applicant Margo Preston Scott and Charlene Preston Bennett Telephone Number (443) 938-6297 Address 473 Wrights Lane Essex, Maryland 21221 Owner Same Address Same Location State Route 802 Tax Map 57-22 Subdivision Block/Section Lot Residue SOIL INFORMATION SUMMARY - Re x-tv-�- 'Oro& ri4i 1. Position in landscape satisfactory? Ix Yes E No Describe side slope 2. Slope 19 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) Ix No I" Yes inches tree water present IX No E Yes range in inches `I Soil percolation rate estimated IX Yes Texture group I © III IV E No Estimated rate 45 min/inch 7. Permeability test performed 1� Yes 1-X No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 54" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. I- Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. E' Insufficient depth of suitable soil to seansonal water table. 4. f 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 Noir (attach additional pages if necessary) fqy( 7'F0 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 ❑ primary and reserve area, ❑ only the primary area, y the reserve area(check one)for_Residue—A Division of TM 57-22 (Property ID). Design Basis Total length of available area: 45' Total width of available area: 40' Estimated Perc. Rate:_45 at 54" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pun). 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: 152 Total trench bottom area required: 456_ Area Calculations Number of trenches 4 Length of trenches: 45' Width of trenches: 3' Center to center spacing: 9' Reserve required? yes_ Percent reserve area required: 100 Total width of absorption area required 30' Total trench bottom area provided: 540 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. `ow, Page of AOSE Form E Revised July 18,2007 Pv, 'o`8 1.Easements,if any.not shown.No title report furnished. 2.This property does not he within the 100 year Flood Zone as shown on the F.E.M.A.F.I.R.M.Community Panel. 3.Boundary derived from a field survey and from deeds of record as found among the Land Records of Albemarle County, Virginia,as shown hereon_ l`la,_flu Arctenglh !Chord 3seac 4.Property Zoned:RA Cf seo i' -_.�2t 45:- �t Oil== :34'27_ -! -- - pis7snce� /� Iron Pin Found• i- 003'E 3;§1' i �`, r a,- Power Pole 12 N 04 40'53"E 39.01' t td/F ` LG Point l 13 S 50°5758"E x•93' e 4-Tree as noted '_'14 1 ��E __ '?5,57?/, "COUNTY OF ALBEtv1ARLE 5� - �- Test Holes <�\ 377/483 ?sj,'-6=t,•` m H 30aump i c \ "CLARK" ,r t : `■ 14191225 c� `.4:`- i. - ( , \ ( 7' ..:aY \ ``i U, N/F• ' 1 m ,, i A, ° #57-23 N/F ,^ ., . RESIDUE '3 RUSH" i [ u°wi #57-19 '••;'too- t #57-22 . ?},� 1041/359 p =•• ' °SCOTT 13�t`�t1lC i 7:n�1"`1".`.';'.i. :':{_ �tr'�'a_'{T1'� 1 ,` "STEPPE" 8301293 11 3565/127 _ _ i l iL21 (SD 2.090 acres - - _ 1 �, a /. i °ice -+ -- 1 ! /.c", ' 'O % 3', NiF^iV •; dii�. ,. - s�I r.; ru' • // / \5�'s `.0'-•^t p, •MILLg1: ' `,:91+ti 1)`f 41,'' , Jr.'.;., l_••r -.v--4 r , i- V40 119/096 cA --r- `� 6381541 -')4---4: f z; r ,,_Nsx._, : . . i .. \ a r 0.33- IS 1> -- :s o� .m \ 4. \ •C . •sy: '.g �; { ;,.s,. , t.{::kr ;>x.,,may .r�6 \ \ 'I a4,„; ''COMLIN" :,e:A.•,Otr.. , 0 +•14` 4- or .i` 322/546 ,cale 1"=100' 0 - Soil Profile Hole r='t .Ir� „'„ ;�;;' _'1,'',. ii,;, : '''r . , . - louse, Well and Drain Field Sites -:A 2: �� s 0 .esidue - 'i' Lot 1 -‘e,-,. --'' :mot 9--% I 2.086 acres - Division of Tax Map 57-22 _�-`"� �^-' '' ' r 1 ., x91 "` "�Ge d , �F Sr ySP k; Albemarle County, Virginia N1F 9 #57-20 4w r a Y PRESTON" to a x , Q`-" .';' looch Engineering & Testing, Inc. 1626/635 �a ' <` , .12t 821 Broadway Street 6� r- ,ks .4 �`� ..harlottesville, Virginia 22902 4 DRAINFiELD'l•EST HOLE&PROPOSED HOUSE -' to;. - c':. _ ! LOCATION SURVEY PLAT/ Portion of the Property,of } "MARGO PRESTON SCOTT 8 CHARLENE PRESTON ` _ - BENNETT" $�• Deed Book-3665,Page 127 r. Portion of Tax Msp#57-22 r t j Ivy Magis tiai District kA-.1.--4 t " i. C'* Albemarle County,Virginia •°p""` tQ'ARcl-lIE J.Dfl so a. 'd Scale 1"=80' Date: ��April 25,2009 • a •Np.23 1 , 4 Prepared By: i , fi `t Archie J.Dodson Jr.,Surveying • �, �f5 t?���!.r`; P.O.Box 672 . JIII 4- Luray VA.22835 SUEI•V C Phone;(540)843-0608 . Fax4540}843-4$28 r_,e..,t..A......r..en,.6,4"lvah'tr1 r`nm • 1.Easements,if any,not shown.No title report furnish misted 2.This property does not lie within the 100 year Flood Zone as shown on the F.E.M.A.F.LR.M.Community Panel. 3. torrndary derh ed.from a field surrey and from deeds of record as found among the Land Records of Albemarle County, Virginia,85 shown hereon. r-- -'Reeks AinT h Cheri Cn sear _ ...` 4.Property Zoned.RA ` Wit'4i._�^Z' _._148'_.._x:77' :i -' LEGEND Id_" ee®riit..._.--_.. 1 / �- (- iron Pin Found °"" 1.2 N 54415'O33'EN 22. , P,- Power Pole t2 N 04'4703°E 39.01' l / Point 13 S 50'07'58°E 43.93 I / N/F `fi, L .r #- Tree as noted i L4 S "E 38.95' I / #57-4 �-Test_ji 123H _.._._ al. _% m ; f "COUtJTY OF At$EiVIARLs 5-�y ,r<3' t 3771483 � c, to- H \ #57-21 �.�.. \ "CLARK" i , \ 1 '� <�^ E ! \ 3 C_r _ : f w d \ 4b,-,g3 ��s � 1Q , a aJ, ■ O Al !____- Cl)' N/F I O ,- 4 • �a. 1 ,v ? #57-23 CO t .`o ! t'ra RUSH" i 1 w N/F ,�-'4 RESIDUE +o w ##57-19 ;'sc,' #57-22 0 1041/359 p "STEPPE" '_•' 1 "SCOTT&BENNET01) 7:':.=::'�' .•'ir'1;i ,'r° i i ' 890/293 4 3865/127 i 1 U 3 2.090 acres - °, ._ _ I o, _ � ,. } i i G i /(1, 7,,„ re's-'.,. -.`. rj ''.'j,C.:)w;.1 Cno NlF p 1 , j 6.'fii ,1 „'1� r•Make."' - - - _\ `"f'''i4"• , r� f ...-,. ,*fit 1, r ri ,,•.irk l_ _ WB 119/096 .''v + -- �r- J .- - - ''• 838/541 'n _..51`l.s -`� ` - '.. �+ �i`1'�d' _ % / ' � 1 - • - 3�j 9.R L. f rr i \ \' �� L''%i " mss•;- \0,4 _ 'P \• i 4, o5' NI...; 1: �+ 1-0! _ '^ _ •-'11--:ii°.-e �' 5'7 , a, , l a r 1... .\1.°'p,/ '• m r' A. A 1 'B NUF rf ,_4 6 b. \ -Ii.';',,,.,.. ,' \ l c', #57- w:::1"1,-:, 'i:4'8•'1i '41' j° \ �'I or' "TOMLIN" tai,�.;t:; 'il,�� \ a- 3221546 `\ \ u`lo Scale 1"=100' ®— Soil Profile Hole i' ., ,.& ° ,N , !� } t1 , _ .�t'•_','P.. �,;_�1•tii 7lr�u`�,C F'G 1 I' _ '�.. , .;,,: House, Well and Drain Field Sites ; E---' n , :; Lot Residue � = W Lot 1 , 1 and Res ,'C )73,...c......."-. -V.y ; _ - .� 57-22 j 2-flB6 acres A Division of Tax Map _ - -'� ' i "y.. , #jam•! Albemarle County, Virginia ;2fl s� ; Z T ; / �'' "PRESTON" , : I " .•'e5`' - Gooch Engineering & Testing, Inc. 1626/635 1 1b,,A ,-- c? g g g I - ec-'1.- 1821 Broadway Street _ -k5 -Je---- Charlottesville Virginia 22902 OR INFIELD TEST HOLE&PROPOSED HOUSE g r.s A s N P Can • of e •• 'RESTON "t P + R w� Portion of TaxMap#57-22•/ Y1-..:i t i i 11,,,-eft i Ivy Magisterial District s'`.,,: I, --' •---`,,04, Albemarle County,Virginia gr0 ARCH!�3.DO)35��,JR. Scale 1"=80' Date:April 25,2009 .N ' 4.176 Acres ' Prepared By: • m 4 f ' Archie J.Dodson Jr.,2 i i . CO• .s Box 872 {� f-�'` , a¢ P.O.Luray,VA.22835 • ��SURVe` Phone:(540)843-0608 . Fax:(540)843-4828 r---.,.-i..A.•....n„w,m.rrnlvartnr rnrtt