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HomeMy WebLinkAboutSUB201600191 Study 2016-10-10 PPROVED Soils Study for Drain Field Sites Tracts A, Al and A2 A Division of Tax Map 75-2 Albemarle County Prepared for: Hedgerow Holdings II,LLC do James H. Andrews, Manager 7227 Yellow Creek Drive Poland, OH 44514 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 October 10, 2016 Page 1 of 5 OSE/PE Report for: Construction Permit, Certification Letter Subdivision Approval Y Property Location: 911 Address: City: Lot Tract A Section Subdivision GPIN or Tax Map# 75-2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Hedgerow Holdings II, LLC do James H. Andrews, Manager Street: 7227 Yellow Creek Drive City:Poland State OH Zip Code 44514 Prepared by: OSE Name Steve Gooch License# 1940001 284 Address 703 Oliver Creek Road City Troy State VA Zip Code 22974 PE Name: License# Address City State Zip Code Date of Report 10/10/16 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 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): Aqnstruction permit® certification letter subdivision approval ✓l be(select one)issued denied U. OSE/PE Signature ' f`ji- ( e: z Date (P/Ma//‘ ?QhsZoF Soil Profile Tract A- Residue A Division of TM 75-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 27 0-4 A Reddish brown (5YR 5/4) clay loam, friable 3 4-63 Bt Red(10R 5/8)silty clay loam, firm 3 63- - Quartz 28 0-5 A Reddish brown(5YR 5/4)clay loam, friable 3 5-12 Bt Red(10R 5/8) silty clay loam, firm 3 12-30 CB Yellowish red(5YR 5/8)sandy loam, friable w/red 2 (2.5YR 5/8) clay loam 30-60 C Dark yellowish brown(10YR 4/6) sandy loam,friable, 10%2 weathered gneiss fragments 29 0-2 A Dark red (2.5YR 3/6) clay loam, friable 3 2-32 Bt Red(10R 5/8) silty clay loam, firm 3 32-60 C Dark yellowish brown,reddish brown(2.5YR 5/4) loam, 2 friable 30 0-4 A Dark red (2.5YR 3/6)clay loam, friable 3 4-27 Bt Red (10R 5/8) silty clay loam, firm 3 27-60 Bt2 Red(2.5YR 5/8)clay loam, friable 3 31 0-3 A Dark red(2.5YR 3/6) clay loam, friable 3 3-27 Bt Red(10R 5/8) silty clay loam, firm 3 27-41 Bt2 Red (2.5YR 5/8) clay loam, friable 3 41-60 C Dark yellowish brown(10YR 4/6) sandy loam,friable 2 32 0-2 A Dark red (2.5YR 3/6) clay loam,friable 3 2-16 Bt Red(10R 5/8) silty clay loam, firm 3 16-36 Bt2 Red(2.5YR 5/8) clay loam, friable 3 36-47 Cl Strong brown(7.5YR 5/8)clay loam, friable 3 47-60 C2 Yellowish brown(10YR 5/8) sandy loam, friable 2 Page 3 of '7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/7/16 Submitted to Albemarle County Health Department Applicant Hedgerow Holdings II, LLC Telephone Number Address 7227 Yellow Creek Drive Poland, OH 44514 Owner same Address same Location Poorhouse Road Tax Map 75`2 Subdivision Block/Section Lot Tract A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? Ix Yes f 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) IX No E Yes inches Free water present No E Yes range in inches Soil percolation rate estimated iX Yes Texture group I ## I# IV No Estimated rate 65 min/inch 7. Permeability test performed E Yes No If yes, note type of test performed and attach Site Approved: Drainfield to be placed at 36" depth at site designated on permit. I— 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. r 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. E Proposed system too close to well. E Other Specify (attach additional pages if necessary) �arxu 5r 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 tii,jimary and reserve area, 0 only the primary area, 0 only the reserve area(check one)for Tract Residue)-A Division of Tax Map 75-2 Design Basis Total length of available area: 100' Total width of available area: 145' Estimated Perc. Rate: 65 at 36" in.(depth) Number of bedrooms(or GPD): 4 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity_ 3c Dispersal system,basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 496 Total trench bottom area required: 3968 Area Calculations Number of trenches 14 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 120' Total trench bottom area provided: 4200 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 N78'19'37"E/0.5i' 7t IS HFLA \\\ ° LA3 G r i~ tIS FLAG $ ,�. r� Gi b�5;. ,-�;; q,- i R-,,; :`",,' •.aPaego Nei *SG,4 a -IS4` N24'12'18"E 115.52 « " DRA XELD 311.5Q '� r ' wpm 4 . Sao Fido a� FLAG WELL• -I,4' ..r 1 ,. If39.59' i NO2 '00'23"W 67.21" IS FLAG " \ -` !: I5 N10`28`38"E 119.42` ,\ t N20.33'45"W . 1- \ • ` , \\*,..,‘,,..‘\\`' 1 . r : F.•' vvI 50& 49 33 W 112.52 F1 G FLAG lit ' .2AG ,1G N06'49'33"E TIE LINE 33 88" 04- 'now .484.64 Is TRACT A ' 'i.41/ i IRON ' N 5. 19 ACR"�- *if*` ' 517'17'35"W 979.80' f oUlVo I a Cj/ r # N 11e2�3o31r E rA ei r3 �'� s i RELOCATED 30 ' 1 (FROM POINTS"A" , ,- I ."'r ALONG EXISTI \ 8i 1 i c''S id \%,\ \\\ i g� " I5 NO 245093311E w, is f t 40 Q J kd w�� " I* Hous I @ 11 ce r xi ah C46 I �, ' N co .,,�'_:D Z'cu I N06'06'29"E a` c ►a IAREAE a .. I is 275.84' a, i ECoG ,E ■ w 1r4 r Syt 2- r.- .i ',.. :AI APO t.' C . ': m� I EXISTING �'0'O , _ w +.1 �, �';�„,.. F .a�tj TO RIVANNA WA (Prh71 , ' . - ' < `. I (D.8.41; y,, "'�` ,%it. :` turas I IS HERE `•----.' FLAG :.. �- POINTS"A �s•'' ` �`-. FLAGe al l � N030t7 587r.E ALONG EXI I I Is 522'55'09"E axl 208.25' % 't`�- •----..., N09'04'18"W SEE DET 229.74 \��'"*'_"�,,� 51 5 1 71W `X '1\ _ IS ABOVE �� N53:9.3 39°5.89.35''\ 0 w 6025 4653 1.E el N53'39'01"W 0 TOTAL '1, 12.50'. i Scale 1".= * 200' - Soil Profile Hole ,\ N 12`12`�40"w 72.87T 87T' House, Well and Drain Field Sites Ns, 72.30' c., STATE ROUTE Tract A `, \ vi. POORHOUSE PO A Division of TM 75-2 30'EASEMENT (0.8.4 Albemarle Count , Vir inia \ Steve Gooch Consulting Geologist GIBSON `tip '' 703 Oliver Creek Road MOUNTAINROAD �� ' i �. "=''" ______ Troy, Virginia 22974 �' r GRAPHIC SCALE 1" 200 ' .int // I NOP NO Page 1 of 8 OSE/PE Report for: Now Construction Permit Certification Letter Subdivision Approval I Property Location: 911 Address: City: Lot Tract Al Section Subdivision GPIN or Tax Map# 75-2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Hedgerow Holdings II, LLC do James H. Andrews, Manager Street: 7227 Yellow Creek Drive City:Poland State OH Zip Code 44514 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 10/10/16 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 VACS-610),the Private Well Regulations(12 VACS-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): c nstruction permit) certification letter subdivision approval C be(select one)issued denied Li. OSE/PE Signature h �.Q.�,��_ *2 `- Date /©/11U//6 Soil Profile Primary Drain Field Site Tract Al A Division of TM 75-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 14 0-3 A Dark brown(7.5YR 3/3) sandy loam, friable 2 3-40 Bt Red(10R 4/8) silty clay loam, firm 3 40-60 BC Yellowish red (5YR 5/8) clay loam, friable 3 60-84 C Reddish yellow(5YR 6/8) sandy loam, friable 2 15 0-8 A Dark brown(7.5YR 3/3) sandy loam, friable 2 8-27 Bt Red(10R 4/8) silty clay loam, firm 3 27-48 Bt2 Light red (2.5YR 6/8) clay loam, friable 3 48-58 C Strong brown(7.5YR 5/8) sandy loam, friable w/gneiss 2 fragments below 54" 58- Cr 16 0-4 A Brown(7.5YR 5/3)clay loam, friable 3 4-46 Bt Red (10R 5/8) silty clay loam, firm 3 46-60 Bt2 Red (2.5YR 5/8)clay loam, friable 3 17 0-4 A Brown(7.5YR 5/3) clay loam, friable 3 4-34 Bt Red(10R 5/8) silty clay loam, firm 3 34-48 Bt2 Reddish brown (2.5YR 5/4)clay loam, friable 3 48-60 C Yellowish red(5YR 5/8) sandy loam, friable 2 18 0-4 A Brown(7.5YR 5/3) clay loam, friable 3 4-32 Bt Red(10R 5/8) silty clay loam, firm 3 32-60 Bt2 Reddish brown(2.5YR 5/4)clay loam, friable 3 19 0-6 A Brown(7.5YR 5/3) clay loam, friable 3 6-30 Bt Red(10R 5/8) silty clay loam,firm 3 30-60 Bt2 Reddish brown(2.5YR 5/4) clay loam, friable 3 60-84 C Yellowish red(5YR 5/8) sandy loam, friable 2 Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/7/16 Submitted to Albemarle County Health Department Applicant Hedgerow Holdings II, LLC Telephone Number Address 7227 Yellow Creek Drive Poland, OH 44514 Owner same Address same Location Poorhouse Road Tax Map 75-2 Subdivision Block/Section Lot Tract Al SOIL INFORMATION SUMMARY _ pnA4.07 p tvv p i 44 1. Position in landscape satisfactory? 15Z Yes I No Describe shoulder 2. Slope 18 3. Depth to rock or impervious strata: Max. 84"+ Min. 58" None 4. Depth to seasonal water table(gray mottling or gray color) I5 No E Yes inches tree water present Ix No E Yes range in inches Soil percolation rate estimated iiX Yes Texture group I II es IV No Estimated rate 80 min/inch 7. Permeability test performed E Yes No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 34" depth at site designated on permit. i� Site Disapproved: Reasons for rejection: 1. E Position in landscape subject to flooding or periodic saturation. 2. 1— Insufficient depth of suitable soil over hard rock. 3. I-- 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. E 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. This abbreviated design covers the 0 primary and reserve area, ZA6nly the primary area, 0 only the reserve area(check one)for Tract A l -A Division of Tax Map 75-2 Design Basis Total length of available area: 100' Total width of available area: 65' Estimated Pere.Rate: 80 at 30" in. (depth) Number of bedrooms(or GPD): 3 Conveyance Methods: Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 656 _ Total trench bottom area required: 1968 Area Calculations Number of trenches 7 Length of trenches: 100' 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: 2100 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. low Page of AOSE Form E Revised July 18,2007 Pum 4' / Soil Profile Reserve Drain Field Site Tract Al A Division of TM 75-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 19 0-6 A Brown(7.5YR 5/3) clay loam, friable 3 6-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-60 Bt2 Reddish brown(2.5YR 5/4) clay loam, friable 3 60-84 C Yellowish red(5YR 5/8) sandy loam, friable 2 20 0-4 A Brown(7.5YR 5/3) clay loam, friable 3 4-30 Bt Red(10R 5/8) silty clay loam, firm 3 30-48 Bt2 Red(2.5YR 5/8) clay loam, friable 3 48-84 C Strong brown(7.5YR 5/8) loam, friable 2 21 0-5 A Brown(7.5YR 5/3) clay loam, friable 3 5-20 BE Reddish brown(5YR 5/4) clay loam, friable 3 20-42 Bt Red(1OR 5/8) silty clay loam, firm 3 42-70 Bt2 Red (2.5YR 5/8) clay loam, friable 3 70-84 C Reddish brown(2.5YR 4/4) loam, friable w/quartz 2 22 0-4 A Brown(7.5YR 5/3) clay loam, friable 3 4-34 Bt Red(10R 5/8) silty clay loam, firm 3 34-48 Bt2 Red(2.5YR 5/8)clay loam, friable 3 23 0-5 A Brown(7.5YR 5/3) clay loam, friable 3 5-45 Bt Red(10R 5/8) silty clay loam, firm 3 45-54 C Yellowish red(5YR 5/8) sandy clay loam, friable w/gneiss 2 fragments 54- Cr 24 0-4 A Brown(7.5YR 5/3)clay loam, friable 3 4-60 Bt Red (10R 5/8) silty clay loam, firm 3 60-84 Bt2 Red (2.5YR 5/8)clay loam, friable 3 25 0-3 A Brown (7.5YR 5/3) clay loam, friable 3 3-8 BE Reddish brown(5YR 5/4)clay loam, friable 3 8-54 Bt Red(10R 5/8) silty clay loam, firm 3 54-84 Bt2 Yellowish red(5YR 5/8) clay loam, friable 3 26 0-4 A Brown(7.5YR 5/3) clay loam, friable 3 4-48 Bt Red (10R 5/8) silty clay loam, firm 3 48-84 Bt2 Red (2.5YR 5/8)clay loam, friable 3 Page of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/7/16 Submitted to Albemarle County Health Department Applicant Hedgerow Holdings II, LLC Telephone Number Address 7227 Yellow Creek Drive Poland, OH 44514 Owner same Address same Location Poorhouse Road Tax Map 75'2 Subdivision Block/Section Lot Tract Al SOIL INFORMATION SUMMARY- 1. Position in landscape satisfactory? Ig Yes r No Describe shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. 84"+ Min. 54" None 4. Depth to seasonal water table(gray mottling or gray color) ig No E Yes inches r'ree water present 1 No E Yes range in inches b7Soil percolation rate estimated ig Yes Texture group I II lin) IV E No Estimated rate 80 min/inch 7. Permeability test performed E Yes I5 No If yes, note type of test performed and attach ig Site Approved: Drainfield to be placed at 30" depth at site designated on permit. 1- 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. E 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. 1- Other Specify (attach additional pages if necessary) Pte. ?vc. 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, [9/Only the reserve area(check one)for_Tract Al -A Division of Tax Map 75-2 Design Basis Total length of available area: 100' + 50' Total width of available area: 100' Estimated Pere. Rate: 80 at 30" in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Pump Distribution method (specify): Puma 3c Dispersal system basis Table 5.4LGMI required? No(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 656 Total trench bottom area required: 1968 Area Calculations Number of trenches 8 Length of trenches:_100' (6)+ 50' (2) 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 66' Total trench bottom area provided: 2100 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 - PIPE ! .. .- ,... ..-tA-ZU+:L -. Z‘r°,. � FOUND TO RIVANNA WATER & SEWER AUTHORITY IS SHEREB RELOCATEPLAT) 1/ //P�� ��5� 4 T�, POINTS"A"TO"8"TO"C"TQ"D" 9� ALONG EXISTING GRAVEL ROAD // / / 44 ,Y. IS AT / / a�, 20.00 / / �,.. IS S816118 "� � 0 G. Well N36'27'57"E 173.31' � c ' ' ''-, 1- 525 °47'38"W 15 + IS AT 24"RE© OAK f 4(7 W ' /� I SOO `30'52"E 47 " TRACT A2 509'54'27"W 78. N11 '28'44"E 47.32' 5. s8 ACRES t I / IS AT 6"POPLAR r � # ' �' " 174:1"W W 37.9 i . ,� SEPTIC FLA FLAG i ! 1 f N05 33 W 411.74444 .n FLAG 1 512 °19'31"E 54.4 N15'31 '41"W 1O 0 42.„2,:-.. .,_ 4 ,,t ,, .,Y . ,.W 31.' FLAG t;co LAG l,,74►`'OR 1 N78 °A� '37'E/16.51' `� \\ FLAG t` IS IS FLAG s FLAG a *� AGFLAeISi N24 '12' 16"E 115.f f M " i••� H H. �� 4 - FRAMED Mei '50'3 2 W ,� i 'AWL° 1 0 "'dam e ipilf ,' � AREA48.3 + LAO Fisc �s FLAG WELL• f All� ` 39:59 I1 NO2'OO'23"W 67.21' ' F ,t\\\ ` '' 0 /; IS N10°28'38"E 119.42 " _- ' 98 .,t\t'. 0 �\\,.lt N20 33 45"W , .: . . \ \ \ I SO6'49'33"W 112.52' lk \ 434 .36' 5' , ° ` ` .`0 \‘, FLL-0As I TIE LINE mik FL G FLAG AG a NO6'49'33"E 17 i4 ,'IRON 585'45`29"W 481.64' IS TRACT A " ii' * "` FOUND 4`,6'v .4'4 5. 19 ACR;�`� + �4,'. ' S17'17'35"W 179.80' /� 415, 4 / N17'17'35"E �r �: c',y �' i it r 182.30' 3. W / t IS I l "zS RELOCATED 30 fu I I �,. (FROM POINTS"/ ' E ii.w '- 1 I cnco ALONG EX IS `� m S i 0 . el 0 X ti" ° CN.Q xl oN �,, Q ., I En �� P 2 l , IS NO1 '10'33"E �.- IS I 245.81 ii t 0 f �a w @ I iv Tii1E1, i. ,-d uce N; :, k I 4 i I co Q� 0(0 I ca cU C 0.�N I 5 \\* PROPOSED Z I N06'06'29"E GRAINFIELD IS", I„ IS 275.84 Scale - .„.•t:\ 1 FLAG 2 LU 41 l"= 25 N' I it . ..ar3 ' %�M A 1 200' - Soil Profile Hole wield ` 6,`- FLAG 1 EXISTING House, Well and Drain Field Sites u., _ e' ,eit. 27 �-+rr� TO RIVANNA ! Tract Al ;ewer trp; :~` FLAG 8" 1 IS HEI A Division of TM 75-2 FLAG �'.. `- \p,:qtr:a....z.:. FLaGI � N00'13`07"E ALONGTE; Albemarle County, Virginiati 308.58*` , LasISteve Gooch Consulting Geologist3D I g , IS 703 Oliver Creek Road I 522°55'01"E Troy, Virginia 22974 )(.I 208.25' -....,_____" /� 1�{ N09'04' 18"W Page 1 of 8 OSE/PE Report for: Construction Permit Certification Letter_I I Subdivision Approval Y Property Location: 911 Address: City: Lot Tract A2 Section Subdivision GPIN or Tax Map# 75-2 Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Hedgerow Holdings II, LLC c/a James H. Andrews, Manager Street: 7227 Yellow Creek Drive City:Poland State OH Zip Code 44514 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 10/10/16 Date of Revision#I 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. 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): onstruction permit❑ certification letter Esubdivision approval be(select one)issued denied LI. OSE/PE Signature 5t•-ell-e,..a ?04` Date /Of,of p«y,- CR1 Soil Profile Primary Drain Field Site Tract A2 A Division of TM 75-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 3 0-6 A Dark brown(7.5YR 3/2) sandy loam, friable 2 6-30 Bt Red (10R 4/8) silty clay loam, firm 3 30-56 Bt2 Red (2.5YR 5/8)clay loam, friable 3 56- - Quartz 4 0-3 A Dark brown(7.5YR 3/2)sandy loam, friable 2 3-8 BE Light reddish brown(5YR 6/4) clay loam, friable 3 8-40 Bt Red(10R 5/8)silty clay loam, firm 3 40-54 BC Reddish brown(2.5YR 5/4) sandy clay loam, friable 2 gneiss fragments 54- Cr 5 0-3 A Dark brown(7.5YR 3/2) sandy loam, friable 2 3-8 BE Brown(7.5YR 5/4) clay loam, friable 3 8-29 Bt Red (10R 5/8)silty clay loam, firm 3 29-56 Bt2 Red (2.5YR 5/8)clay loam, friable w/gneiss fragments 3 below 50" 55- Cr 6 0-3 A Dark brown(7.5YR 3/2) sandy loam, friable 2 3-27 Bt Red(10R 4/8) silty clay loam, firm 3 27-46 Bt2 Red(2.5YR 5/8) clay loam, friable 3 46-60 C Strong brown(7.5YR 5/8) sandy loam, friable 2 7 0-4 A Dark brown(7.5YR 3/2) sandy loam, friable 2 4-31 Bt Red(10R 4/8) silty clay loam, firm 3 31-48 Bt2 Red(2.5YR 5/8) clay loam, friable 3 48- Cr 8 0-4 A Dark brown(7.5YR 3/2) sandy loam, friable 2 4-8 BE Light reddish brown(5YR 6/4)clay loam, friable 3 8-26 Bt Red (10R 5/8) silty clay loam, firm 3 26-38 Bt2 Red (2.5YR 5/8) clay loam, friable 3 38-49 C Yellowish red(5YR 5/8) sandy loam,friable w/gneiss 2 fragments 49- Cr Page 3 of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/7/16 Submitted to Albemarle County Health Department Applicant Hedgerow Holdings II, LLC Telephone Number Address 7227 Yellow Creek Drive Poland, OH 44514 Owner same Address same Location Poorhouse Road Tax Map 75-2 Subdivision Block/Section Lot Tract A2 SOIL INFORMATION SUMMARY- PnittAciti,7 D�ucvl 1. Position in landscape satisfactory? (X Yes E No Describe shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. 60"' Min. 48" None 4. Depth to seasonal water table (gray mottling or gray color) (X No E Yes inches `=ree water present l�C No E Yes range in inches oil percolation rate estimated iX Yes Texture group I II IV E No Estimated rate 80 min/inch 7. Permeability test performed E Yes 5 No If yes, note type of test performed and attach IX Site Approved: Drainfield to be placed at 30" depth at site designated on permit. Site Disapproved: Reasons for rejection: 1. E 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. E 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) 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. vouop This abbreviated design covers the 0 primary and reserve area, C34nly the primary area, 0 only the reserve area(check one)for Tract A2-A Division of Tax Map 75-2 Design Basis Total length of available area: 100' Total width of available area: 63' Estimated Pere.Rate: 80 at 30' in.(depth) Number of bedrooms(or GPD): 3 1 2 Conveyance Method : Gravity Distribution method (specify): Gravity 3c Dispersal system basis Table 5.4 LGMI required?�No__(Yes/No) Effluent quality required: Primary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 656 _ Total trench bottom area required: 1968 Area Calculations Number of trenches 7 Length of trenches: 100' Width of trenches: 3' Center to center spacing: 10' Reserve required?_Yes _ Percent reserve area required: 100 Total width of absorption area required 63'_ Total trench bottom area provided: 2100 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. Page of AOSE Form E Revised July 18,2007 1'c cosF Soil Profile Reserve Drain Field Site Tract A2 A Division of TM 75-2 Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-7 A Dark brown (7.5YR 3/2) sandy loam, friable 2 7-30 Bt Red (10R 4/8) silty clay loam, firm 3 30-43 C Yellowish red (5YR 5/8) clay loam,friable w/gneiss 3 fragments 43- Cr 2 0-4 A Dark brown(7.5YR 3/2)sandy loam, friable 2 4-24 Bt Red(10R 4/8) silty clay loam, firm 3 24-38 C Reddish brown(2.5YR 5/4) sandy clay loam, friable 2 w/gneiss fragments 38- Cr 7 0-4 A Dark brown(7.5YR 3/2) sandy loam, friable 2 4-31 Bt Red (10R 4/8)silty clay loam, firm 3 31-48 Bt2 Red (2.5YR 5/8) clay loam, friable 3 48- Cr 8 0-4 A Dark brown (7.5YR 3/2) sandy loam, friable 2 4-8 BE Light reddish brown (5YR 6/4)clay loam, friable 3 8-26 Bt Red(10R 5/8) silty clay loam, firm 3 26-38 Bt2 Red (2.5YR 5/8) clay loam, friable 3 38-49 C Yellowish red(5YR 5/8) sandy loam, friable w/gneiss 2 fragments 49- Cr Page Co of I Appendix 2 Soil Summary Report GENERAL INFORMATION Date 5/7116 Submitted to Albemarle County Health Department Applicant Hedgerow Holdings II, LLC Telephone Number Address 7227 Yellow Creek Drive Poland, OH 44514 Owner same Address same Location Poorhouse Road Tax Map 75`2 Subdivision Block/Section Lot Tract A2 SOIL INFORMATION SUMMARY- (rle,5, ,,,e, Drawl r.-.14 1. Position in landscape satisfactory? Ix Yes 1 No Describe shoulder 2. Slope 18 % 3. Depth to rock or impervious strata: Max. 48" Min. 38" None 4. Depth to seasonal water table(gray mottling or gray color) Ix. No f Yes inches cree water present 1 No E Yes range in inches It'Soil percolation rate estimated iX yes Texture group I II II IV I No Estimated rate 80 min/inch 7. Permeability test performed E Yes No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 24" depth at site designated on permit. E Site Disapproved: Reasons for rejection: 1. 1— Position in landscape subject to flooding or periodic saturation. 2. iInsufficient 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. E Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. 1— Proposed system too close to well. E Other Specify (attach additional pages if necessary) ?aye... 7 of" I 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, l6nly the reserve area(check one)for_Tract A2-A Division of Tax Map 75-2 Design Basis Total length of available area: 100_' Total width of available area: 25' Estimated Pero.Rate:80 at 24�in.(depth) Number of bedrooms(or GPD): 3 Conveyance Method : _Gravity Distribution method (specify): Gravity 3c Dispersal system basis GMP 118A LGMI required? No (Yes/No) Effluent quality required: Secondary (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 268 _ Total trench bottom area required:804 Area Calculations Number of trenches 3 Length of trenches: 100' Width of trenches: 3.3' Center to center spacing: 10' Reserve required?_This is reserve_ Percent reserve area required: 100 Total width of absorption area required 23' 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 PIPE TO RIVANNA WATER & SEWER AUTHORITY ..I. ' FOUND (0.8.4128-728, 737 PLAT) I I IS HEREBY RELOCATED TO / I �� � e.4,.‘t ,1$*, T� POINTS"A"TO"B"TO"C"TO°D" I I + ,, t> � ALONG EXISTING GRAVEL ROAD I I 4, �F f I f 45;;r0.0�, 20IS.00AT }1 JI '"``,,`� as S86 ' �1e „E ' `G' Well N36'27'S7"E 173.31 ' c ' ' '"-•. 925`47'38"W 1! 1 { / e WEL / 500'30'52"E 47 IS AT 24"RED OAK : TRACT A2 I ;, N11 '28'44"E 47.32' 5. fib ACRES r 549.54'27"W 78. t , IS AT 6"POPLAR • : , ,-I T. . '• 7,, i1W 43.! 1 . �� ORflNFIELD FLAt3 1 . 5n 1" 37.5 ir. N45 42 33 W 111.74 AREA FLAB 1 ' FLAG I__ 512'19'31"E 54.E 11 ♦ i N15 `31 '44"W 14 ��+:,+ ► �0�+ * • *� "W 31.! N78 °19'37"E/16.51' I9• IS F a a "r� e FLAG a ii, .41b*r.iltl s ,•,41'-°.. 1 ! •,A ; .,,,. N$1 •50 AG FLAG 8 ,4 N24 °12' 16"E 445.! + '' aEprrc '34~lq 0� ° o�AaaELo 511.50' 48,3' i ** AG FLA$ LA© FLAG WELL• `y`--` ,e i L� 39:59 , .N42°00'23°W x7.21' ' is, 1- , r .? e f ! N � "28'38"E FLAG �! ti, ` ' 0 I5 1 119.42 N20'33'45"W - a'p m . . . i sa t . . ' %. ;::�`,.'. t N34'36" 16"W " ;°:+bp . 6 '.. , 'it 0 \0'0 LAG l 905'49'33"W 112.52' r ��� 24 I TIE LINE i, ,, FLLj8 FLAG S a B N06.49'33"E to.„.„se5.4e'2 pr Qe�.sa IS TRACT A 4 601 �� s IRON ,(4_. 5`x. 19 ACR' "l 4,0 * 917.17'35"W 179.80' / FOUND ,� 9zq� �,' f / i�� N 11827335"E,�E f 3. ' s I i s RELOCATED 30 1 co. w t ! m.. (FROM POINTS / iw ! oo . ALONG EXIS \ co gi cii crno1 \,‘, ., ,/E] ti: 4 CO M M O Scale l"=200' - Soil Profile Hole cc f-. z l„ N01 '10'33"E House, Well and Drain Field Sites c IS t5 246.81 Tract A2 a w 1 A Division of TM 75-2 k'$ ,-d:House e `` _'- t V R XI a ti Albemarle County,Virginia o cd t co Fos; Steve Gooch Consulting Geologist E .N i 703 Oliver Creek Road j PROPOSED Z t NOS'06'29"E Troy, Virginia 22974 GRAINFIELD s IS 275.84' X o FLAG W • tla ii. .--. i s -infield ' . `r- . FLAG in J EXISTING rimary n� 6. s•..• .,tci l TO ISIVANNA y ��.a�`. cam {t1.S.4 ti...........- © - FLAG o X 1 IS HEI FLAG �"� ,`„� 32 / Y . ,. FLAB ! hi -N04 '13'07"E ALONG ,� .• Y s� 309.58' i= LAG l N. 30 I 1 „IS S22'55'01"E , '`-� )(.1 208.25' ‘...„`'..+ c, ,i Nos•04' 16"W ... ,., .1/A1 SFF 01