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HomeMy WebLinkAboutSUB201600002 Study 2015-12-31 Soils Study for Drain Field Sites Lots B and C A Division of Tax Map 85-44 Albemarle County Prepared for: Jeanne Ward 214 W. 21st Street#5D New York, NY 10011 Prepared by.• Steve Gooch Consulting Geologist,Inc. 703 Oliver Creek Road Troy, Virginia 22974 December 31, 2015 Page 1 of 6 OSE/PE Report for: Airie Construction Permit Certification Letter ri Subdivision Approval 17 I IProperty Location: 911 Address: City: Lot B Section Subdivision GPIN or Tax Map# 85-44 Health Dept ID# Latitude Longitude n 1;, „t Cl ent nodi, Name: Jeanne Ward Street: 214 W. 21st Street#5D City:New York State NY Zip Code 10011 Prepared by: OvE N.--ne Steve Gooch Li,,, ze y 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 12/31/15 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 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 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. CThe 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 u subdivision approval j J be(select one)issued denied❑. OSE/PE Signature Date /G( 3 j!j c ?c1 Z A-' 6 Soil Profile Lot B A Division of Tax Map 85-44 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-3 A Brown (7.5YR 5/3) loam, friable 2 3-29 Bt Red(10R 5/8) silty clay loam, firm 3 29-48 Bt2 Light red (2.5YR 6/8) clay loam, friable 3 48-120 C Brown (7.5YR 5/4) sandy loam, friable 2 2 0-4 A Brown(7.5YR 5/3) loam, friable 2 4-26 Bt Red(10R 5/8) silty clay loam, firm 3 26-84 C Dark yellowish brown(10YR 4/6) loam, friable 2 3 0-5 A Brown(7.5YR 4/2) loam, friable 2 5-17 Bt Light red (2.5YR 6/8) clay loam, friable 3 17-84 C Yellowish brown(10YR 5/8) sandy loam, friable 2 4 0-7 A Brown(7.5YR 4/2) loam, friable 2 7-40 Bt Light red (2.5YR 6/8) clay loam, friable 3 40-84 C Yellowish brown (10YR 5/8) sandy loam, friable 2 5 0-6 A Brown (7.5YR 5/3) loam, friable 2 6-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2 6 0-3 A Brown(7.5YR 5/3) loam, friable 2 3-24 Bt Red(10R 5/8) silty clay loam, firm 3 24-84 C Brownish yellow(10YR 6/8) sandy loam, friable 2 Page 3 of 6 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/3/15 Submitted to Albemarle County Health Department Applicant Jeanne Ward Telephone Number Address 214 W. 21st Street#5D New York, NY 10011 Owner same Address same Location 2285 Stillhouse Creek Road Tax Map 85-44 Subdivision Block/Section Lot B SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? rX Yes I— No Describe Shoulder 2. Slope 15 % 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) l No E Yes inches - Free water present I$ No E Yes range in inches 'lit. Soil percolation rate estimated Ix Yes Texture group I It III IV r No Estimated rate 45 min/inch 7. Permeability test performed E Yes f5 No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 60" depth at site designated on permit. 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. E Insufficient depth of suitable soil to seansonal water table. 4. Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. E Proposed system too close to well. Other Specify (attach additional pages if necessary) PQ5L- q 4 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, Inly the primary area, ❑ only the reserve area(check one)for_Lot B —A Division of TM 85-44. Design Basis Total length of available area: 100' Total width of available area: 30' Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : _Pump Distribution method (specify): Pump 3c Dispersal system basis GMP#135 LGMI required? No (Yes/No) Effluent quality required:_Primary (Primary, Secondary, Advanced Secondary) Square feet per bedroom: 344 Total trench bottom area required:_1032 Area Calculations Number of trenches 4 Length of trenches:_90' 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:_1080 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. r:. Page of AOSE Form E Revised July 18,2007 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, 0 only the primary area, Cr'only the reserve area(check one)for_Lot B —A Division of TM 85-44. Design Basis Total length of available area: 100' Total width of available area: 21' Estimated Perc. Rate: 45 at 60" in. (depth) Number of bedrooms(or GPD): 4 Conveyance Methods:_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: 608 Area Calculations Number of trenches 3 Length of trenches: 100' 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 21' Total trench bottom area provided:_900 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 STATE �, ROUTE 693 ' STILLHOUSE CREEK ROAD u� (30'PRESCRIPTIVE EASEMENT) OVERHEAD .' �c UTILITY 6 0).. '''"' " w LINES , ,V 78 '53'09"E T.M.85-13D `\ 72.29' .-'� MARC CAMPBELL \ ,/ 0.8.3441-269 \� GA .,----IRON SET North 3` 0.8. A:7,r,,: 140 AT 2Q.Qfl' East i 1 T,M.85-13E �i1 ' �"�` -------FLA S i 1 '29'55"E RONALD R.LEWIS & ' a 104.QQ' CHERYL D.LEWIS �` ,,� FRAME (�, PROPOS D.B.773.352, 355 PLAT 't,, --'' , F S ' .' IRON LOT Arafe. a ' a' • # *. ' FLEAG SET JEANN0E 8 N39 33`26"E 4111, . 'a .. �. a' D.B.4652 67.82' D.B.2i89-6 -*- WI ia► LA . n N,`*-: I ' '4 r.B. 154-15 25'DEDICATION _A. <5". Fs6® F820 • �o ' .8. 140-2F(0.6. 1733-87 PLATo. & D.8.773-355 PLAT) 0 ,. i Weil site PROPOSED S'Q DRIE�POIC REL4 9• ENIOWB,VVA air Hv. „� • , IRON OZ � X94 T.M.85-13 ,' +i SET 569,5 E STEVEN D. r 2fl. 2flfl 6'O ROSENFIELD & ©fl. 1e 'flfl, KATHLEEN G. fl.00, IRON ROSENFIELD SET LOT 13 D.B. 1566-118 ,,,,, 6. 00 ACRES D.8.627f 32a PLOT C tP0 POLE 2. 00 ACRES ' ' g Wel : . ��o / • r N09`24'28"E ,FLAG 78.43' FC4.i C3 s ROPO ED '�# '''';;.:� ', ". ♦ . .. me 1';: i g; D AXNFFAEL ill FC!° AL r 0 FLAG a it it ` - a " ,k". 0•' C2 In * fl yFRey A4 4" IRON N94.12 0 „ sr, ,4t2.7.),ty /...46..+ /North Dorth 3877769 02 W SET /...46..NT - ACES O F 44065' ' East 11415068 D O W N F E NCE 882.27' T.M.85-47 R&H PARTNERS, LLC 0.6.4024-562 0.6.315-243 PLAT T.M.85-45 COLIN BYRNE & UULIE GRONLUND D.8.4508-603 D.8.2189-618 PLAT Scale 1"= 100' •- Soil Profile Hole House, Well and Drain Field Sites Lot B A Division of Tax Map 85-44 Albemarle County,Virginia FOR Steve,Gooch Consulting Geologist REVIEW 703 Oliver Creek Road Troy,Virginia 22974 GRAPHIC SCALE i"=100 ' Page 1 of 7 OSE/PE Report for: l Construction Permit_ Certification Letter l Subdivision Approval l• I Property Location: 911 Address: City: Lot C Section Subdivision GPIN or Tax Map# 85-44 Health Dept ID# Latitude Longitude Applicant client adr Name: Jeanne Ward Street: 214 W. 21st Street#5D City:New York State NY Zip Code 10011 Prepared by: C,SE Name Steve Gooch Li„e .,e g 1940001284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Now Address City State Zip Code Date of Report 12/31/15 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 Sheet 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. IThe 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 LJ subdivision approval C_.l be(select one)issued denied❑. OSE/PE Signature 5 f.Q.[/ ,zi?T, Date / 210„,-,- I�u z �F? Soil Profile Lot C A Division of Tax Map 85-44 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group Primary Drain Field 1 0-4 A Dark gray (10YR 4/1) loam, friable 2 4-26 Bt Light red (2.5YR 6/8) clay loam, friable 3 26-84 C Reddish yellow(7.5YR 6/8) sandy loam, friable 2 4 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-20 Bt Light red (2.5YR 6/8) clay loam, friable 3 20-45 C Reddish yellow(7.5YR 6/8) sandy loam, friable 2 45-84 C2 Brownish yellow(10YR 6/8) sandy loam, friable 2 5 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-45 Bt Red(10R 5/8) silty clay loam, firm 3 45-60 Bt2 Light red(2.5YR 6/8) clay loam, friable 3 60-84 C Reddish yellow(5YR 6/8)loam, friable 2 Reserve Drain Field 2 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-60 Bt Yellowish red (5YR 5/8)clay loam, friable 3 60-84 Bt2 Red(2.5YR 5/8) silty clay loam, firm 3 3 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-60 Bt Yellowish red(5YR 5/8) clay loam, friable w/light gray 3 (10YR 6/1) mottles @ 40" 5 0-4 A Dark gray(10YR 4/1) loam, friable 2 4-45 Bt Red(10R 5/8) silty clay loam, firm 3 45-60 Bt2 Light red(2.5YR 6/8) clay loam, friable 3 60-84 C Reddish yellow(5YR 6/8) loam, friable 2 Page 3 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 12/3/15 Submitted to Albemarle County Health Department Applicant Jeanne Ward Telephone Number Address 214 W. 21st Street#5D New York, NY 10011 Owner same Address same Location 2285 Stillhouse Creek Road Tax Map 85-44 Subdivision Block/Section Lot C SOIL INFORMATION SUMMARY - nynari Drti,tAc - 1. Position in landscape satisfactory? Ig Yes (" No Describe Shoulder 2. Slope 20 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table (gray mottling or gray color) I. No E Yes inches - Free water present ig No f Yes range in inches . Soil percolation rate estimated Ix Yes Texture group I II ID IV No Estimated rate 50 min/inch 7. Permeability test performed E Yes R' No If yes, note type of test performed and attach IR Site Approved: Drainfield to be placed at 72" 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. E Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. I" Proposed system too close to well. Other Specify (attach additional pages if necessary) 1.24lvF 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, 1on1y the primary area, 0 only the reserve area(check one)for_Lot C —A Division of TM 85-44. Design Basis Total length of available area: 60' Total width of available area: 23' Estimated Perc. Rate: 50 at®72" in. (depth) Number of bedrooms(or GPD): 3 Conveyance Methods: 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: 169 Total trench bottom area required:_507 Area Calculations Number of trenches 3 Length of trenches:_60' Width of trenches: 3' Center to center spacing: 10' Reserve required? Yes Percent reserve area required:_100 Total width of absorption area required 23' 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 ;I.,LL o '.,IIS,u.-. .,„u,u,,...,� the slope than ” required. U V available, .,sY d LU&.,, y Lill do-Nn slope, L a., Page of AOSE Form E Revised July 18,2007 Page 7 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION 'Date 12/3/15 Submitted to Albemarle County Health Department Applicant Jeanne Ward Telephone Number Address 214 W. 21st Street#5D New York, NY 10011 Owner same Address same Location 2285 Stillhouse Creek Road Tax Map 85-44 Subdivision Block/Section Lot C SOIL INFORMATION SUMMARY _ 111e ,lre 1. Position in landscape satisfactory? Yes f No Describe Shoulder 2. Slope 20 3. Depth to rock or impervious strata: Max. Min. None x 4. Depth to seasonal water table(gray mottling or gray color) E No t Yes inches 40" Free water present IX No E Yes range in inches . Soil percolation rate estimated Ix Yes Texture group I II (Di iv No Estimated rate 90 min/inch 7. Permeability test performed E Yes rg No If yes, note type of test performed and attach I"X Site Approved: Drainfield to be placed at 24" depth at site designated on permit. E 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. t Insufficient depth of suitable soil to seansonal water table. 4. E Rates of absorption too slow. 5. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. f Proposed system too close to well. I� Other Specify (attach additional pages if necessary) X20%- G raS'7 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, D only the primary area, C'only the reserve area(check one)for_Lot C —A Division of TM 85-44. Design Basis Total length of available area: 80' Total width of available area: 36' Estimated Perc. Rate:_90 at 24" 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: 307 Total trench bottom area required: 921 Area Calculations Number of trenches 4 Length of trenches: 80' Width of trenches:,i3' Center to center spacing: 11' Reserve required? This is reserve Percent reserve area required: 100 Total width of absorption area required 36' Total trench bottom area provided: _960 The required width is calculated by multiplying the center-to-center spacing by one less than the number of trenches and adding l 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 STATE ROUTE 693 ' ;,//4 STILLHOUSE CREEK ROAD '7 (30'PRESCRIPTIVE EASEMENT) OVERHEAD -' UTILITY <'•:r; ;+ LINES 7- ` ' je "178 X53'09"E --,.-' 7 1PC-7 T.M.85-13D \\ 72.29' rr MARC CAMPBELL CA -'-IRON SET North 3E 0.8.3441-269 \ ,e AT 20.00' East 114 0.8. E �tWik7 '- <. ..r FL LAB V100, S19 '29'S5"E T,M.85-13E 100.00' RONALD R.LEWIS & CHERYL D.LEWIS ` ERAME jam, `�'• PROPOE 0.8.773-352. 355 PLAT .,; .11 ,,-,-'�,J .0 ' ,' IRON LOT rrir..« . «.; . " . . . 1 '' ' r' r' F SET JEANNE08L N39°33'26'"E �'► .' .T t ��r 141)..# s� 0.8.465: 67.82' � :.- ,� U.B.2189-6 I.� FLAG : 0144:6 ; r .. 1 .8. 154-15 25'DEDICATION AS' ,I,',, FLA es (D.6. 1733-87 PLAT diT. �" t 1 .8. 140-2! & D.B.773-355 PLAT) 'W"--.- ova Site RRapasea 1�' cRAzs1 . .SEPIN f v. .,� ,« ,'�' IRONct, T.M.85-13 •-Tr SET gg9* < STEVEN D. r - R0,0a, ''O 40/. ROSENFIELD & r 1gp KATHLEEN G. .00, IRON LOT B ROSENFIELD SET 0.B. 1566-198 ,,., 6. 00 ACRES 0.8. 7-324�- LOT C %.4 POLE ' 2. 00 ACRES aW . - • . v3 . • �s ids N09'24'28"EFLAG c<,78.43' FL ' I i' C3 r r • g. _ �� ; ^1` lei i .,s ,o.' ; e ` I _ i t 1 v� 1 AINFIELI FLA i 1 , , AREA .i $ 0 41' T r 'f r 4d :' (JT:Zr.-)..48418;7'. 1 .42 'IRONIRON N84 '12102"W SETJ FOUND' ! North 3877769TR '� CES East 91495068 OFDO W N p EN C E - T.M.85--47 R&H PARTNERS, LLC D.B.4024-562 D.8.315-243 PLAT T.M.85-45 COLIN BYRNE & JULIE GRONLUND D.8.4508-603 0.8.2189-618 PLAT Scale 1"= 100' '- Soil Profile Hole House, Well and Drain Field Sites Lot C A Division of Tax Map 85-44 FOR Albemarle County, Virginia REVIEW Steve Gooch Consulting Geologist 703 Oliver Creek Road Troy,Virginia 22974 GRAPHIC SCALE 1"=100'