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HomeMy WebLinkAboutSUB202000008 Assessment - Environmental 2020-01-31 Soils Study for Drain Field Sites Lots 8 and 8A A Rural Subdivision of Tax Map 114-31E Albemarle County Prepared for: Gwyn E.Kohr 3612 Rolling Road Scottsville, VA 24590 Prepared by: Steve Gooch Consulting Geologist, Inc. 703 Oliver Creek Road Troy, Virginia 22974 January 30,2020 Page 1 of 8 OSE/PE Report for: Construction Permit I I Certification Letter l l Subdivision Approval El Property Location: 911 Address: City: Lot 8 Section Subdivision Murphy's Creek Farm GPIN or Tax Map# 114-31 E Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Gwyn E. Kohr Street: 3612 Rolling Road City:Scottsville State VA Zip Code 24590 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 1/30/20 Date of Revision#1 OSE/PE Job# Date of Revision#2 Contents/Index of this report(e.g.,Site Evaluation Sunvnary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) OSE Cover Page Abbreviated Design Forms Soil Profile Sheets 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): nstruction permit!: certification letter subdivision approval ✓❑ be(select one)issued denied Li. OSE/PE Signature 4�^-Q.(tQ. Date / 3C1 Z0 194,c- Z LPF Soil Profile Primary Drain Field Lot 8 Murphys Creek Farm TM 114-31E Blenheim Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group B 0-2 A Gray(10YR 5/1) loam, friable 2 2-12 E Light yellowish brown(10YR 6/4) loam, friable 2 12-30 BC Reddish yellow(7.5YR 6/8) silt loam,25-40%weathered 3 schist charmers 30 Cr C 0-2 A Gray(10YR 5/1) loam, friable 2 2-10 E Light yellowish brown (10YR 6/4) loam, friable 2 10-20 Bt Yellowish red(5YR 5/8)clay loam, friable 3 20-37 C Reddish yellow(7.5YR 6/8) silt loam,25%weathered 3 schist charmers 37- Cr D 0-3 A Gray(10YR 5/1) loam, friable 2 3-11 E Light yellowish brown(10YR 6/4) loam, friable 2 11-28 BC Yellowish red(5YR 5/8)clay loam, red (2.5YR 5/8) silt 3 silt loam, 25%weathered schist charmers 28- Cr E 0-2 A Gray(10YR 5/1) loam, friable 2 2-10 E Light yellowish brown(10YR 6/4) loam, friable 2 10-24 BC Yellowish red (5YR 5/8)clay loam, red(2.5YR 5/8) silt 3 silt loam, 25%weathered schist charmers 24-30 C Light red(2.5YR 6/8) silt loam, 40%weathered schist 3 charmers 29- Cr H 0-2 A Gray(10YR 5/1) loam, friable 2 2-6 E Light yellowish brown(10YR 6/4) loam, friable 2 6-25 BC Yellowish red (5YR 5/8), red (2.5YR 5/8)clay loam, 3 25%weathered schist charmers 25-33 C Light reddish brown(5YR 6/4) silt loam, 40-45%weathered 3 schist channers 33- Cr Page 3 of 7 Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/30/20 Submitted to Albemarle County Health Department Applicant Gwyn E. Kohr Telephone Number Address 3612 Rolling Road Scottsville, Va 24590 Owner same Address same Location Across from 5135 Blenheim Road Tax Map 114-31 E Subdivision Murphys Creek Farm Block/Section Lot 8 SOIL INFORMATION SUMMARY- Pftwt97 Gp`kil "h" 1. Position in landscape satisfactory? Ix Yes 1— No Describe shoulder 2. Slope 13 % 3. Depth to rock or impervious strata: Max._ 37" Min. _ 28" None 4. Depth to seasonal water table (gray mottling or gray color) fX No f Yes inches Free water present X No f Yes range in inches Soil percolation rate estimated f Yes Texture group I II (III IV r No Estimated rate 90 min/inch 7. Permeability test performed P Yes Ix No If yes, note type of test performed and attach Ix Site Approved: Drainfield to be placed at 20 depth at site designated on permit. r Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. f Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. I— Rates of absorption too slow. 5. n Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. P Proposed system too close to well. I- Other Specify (attach additional pages if necessary) Pox oaf 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, 11 (41y the primary area, 0 only the reserve area(check one)for Lot 8—Murphy's Creek Farm Design Basis Total length of available area: 65' Total width of available area: 100' Estimated Perc. Rate: 90 at 20" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Method: Pump Distribution method (specify): Pump 3c Dispersal system basis AOSS regs LGMI required? No(Yes/No) Effluent quality required: Advanced Secondary(TL 3) (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 228 _ Total trench bottom area required: 912 LPD/trench Linear Loading rate—0.66 gal/day/sq.ft. Area Calculations Number of trenches 5 Length of trenches: 65' Width of trenches: 3' Center to center spacing: 9' Reserve required? Yes Percent reserve area required: 100 Total width of absorption area required 39' Total trench bottom area provided: 975 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 Soil Profile �45� Reserve Drain Field Lot 8 Murphys Creek Farm TM 114-31E Blenheim Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group A 0-2 A Gray(10YR 5/1) loam, friable 2 2-10 E Light yellowish brown(10YR 6/4) loam, friable 2 10-19 BC Reddish yellow(7.5YR 6/8) silt loam,25-40% weathered 3 schist channers 19- Cr B 0-2 A Gray(10YR 5/1) loam, friable 2 2-12 E Light yellowish brown(10YR 6/4) loam, friable 2 12-30 BC Reddish yellow(7.5YR 6/8) silt loam,25-40%weathered 3 schist charmers 30 Cr E 0-2 A Gray(10YR 5/1)loam, friable 2 2-10 E Light yellowish brown(10YR 6/4) loam, friable 2 10-24 BC Yellowish red (5YR 5/8) clay loam, red (2.5YR 5/8) silt 3 silt loam, 25% weathered schist charmers 24-30 C Light red(2.5YR 6/8) silt loam, 40%weathered schist 3 charmers 28- Cr F 0-2 A Gray(10YR 5/1) loam, friable 2 2-10 E Light yellowish brown(10YR 6/4) loam, friable 2 10-15 BC Reddish yellow(7.5YR 6/8) silt loam,25-40%weathered 3 schist charmers 15- Cr G 0-2 A Gray (10YR 5/1)loam, friable 2 2-10 E Light yellowish brown(10YR 6/4)loam, friable 2 10-34 BC Light reddish brown(5YR 6/4) silt loam, 25%weathered 3 schist channers 34-48 C Brown(7.5YR 5/4) silt loam, 40%weathered schist 3 charmers 48- Cr Page (9 of F Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/30/20 _ Submitted to Albemarle County Health Department Applicant Gwyn E. Kohr Telephone Number Address 3612 Rolling Road Scottsville, Va 24590 Owner same Address same Location Across from 5135 Blenheim Road Tax Map 114-31 E — Subdivision Murphys Creek Farm Block/Section Lot 8 SOIL INFORMATION SUMMARY _. P? e 0 • 1;�A 1. Position in landscape satisfactory? Ix Yes r No Describe shoulder 2. Slope 13 3. Depth to rock or impervious strata: Max. 48" Min. _ 15" None 4. Depth to seasonal water table (gray mottling or gray color) Ix No r Yes inches Free water present IX No r Yes range in inches Soil percolation rate estimated fX Yes Texture group I II OD IV r N• o Estimated rate 90 min/inch 7. Permeability test performed r Y• es (X No If yes, note type of test performed and attach rx Site Approved: Drainfield to be placed at 9„ depth at site designated on permit. ✓ Site Disapproved: Reasons for rejection: 1. r Position in landscape subject to flooding or periodic saturation. 2. r Insufficient depth of suitable soil over hard rock. 3. r Insufficient depth of suitable soil to seansonal water table. 4. r Rates of absorption too slow. 5. r Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r Proposed system too close to well. r Other Specify _ (attach additional pages if necessary) F" - 7C)F1 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, ❑ only the primary area, G36ly the reserve area(check one)for_Lot 8—Murphy's Creek Farm Design Basis Total length of available area: 100' Total width of available area: 95' Estimated Perc. Rate: 90 at 9" in.(depth) Number of bedrooms(or GPD): 4 Conveyance Method: Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Advanced Secondary JTL-3) (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 424_ Total trench bottom area required: 5088 Area Calculations Number of trenches 26 Length of trenches: 100' Width of trenches: 1" Center to center spacing: 2' Reserve required? this is reserve Percent reserve area required: 100% Total width of absorption area required 50' Total trench bottom area provided: 5200 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 LEGEND: HEALTH DEPARTMENT COPY E IF IRON FOUND NOT FOR RECORDATION 005 IS IRON SET c E. • C p n 6'4 nn - N 2o O T.M. 114-310 n CI - LOT 7 N X 7s' a MURPHY'S CREEK FARM Xi c ,. W d NEWTON N.TEICHMANN, JR. �.s'•'� m ' : _C_ g m • & DARLENE M.TEICHMANN "� a....._� ""aa '' B.5051-468 • 'Ti' E D.8.3080-325 & 326 PLAT /' STREAK o 0. b r / \ so CT APPROXIMATE LOCATION , �X 1 100'STREAM BUFFER cc' t '.3.3080-325 & 326 PLAT) N65*09'47"E \`� T 166. 13' IF S85 `54'08"E N85'44'23"E IF / IS 9r\Oc` 337.32' IF 2706. 12' / Q� � IF ° 2fifi. 17' ��' ,.� 3.95' _ Q� �'� PROPOSED --S i 5' p PROPOSED srr T.M. 114-31E N42.53'50"E IS Z� a LOT 8A t .33 LOT 8 155.00' r 2LA�° 8. 00 � EXISTING MURPIiY'S CREEK FARM �� � ENTRANCEGRAVEL STATE GWYN E.KOHR PRoros <D `S6`• . FLAG s r 8LE D.B.5225-729 %ELL srrE IS IF FLAG 6 D.B.3080-325 & 326 PLAT C�, Fins 2 its •- ' I IS {p. RESIDUE= 31.24 +/- ACRES ---- k PROPOSED DRAIN FIELD SITE ?,.. t .:z� FLAG 7 EXISTING I b (SY DEDUCTION FROM TAXED ACRE PROPOSED S)•c '` � . l.3- IPRIMARV AND RESERVE) , { .f �9'+= „fp WELL f R =9' HOUSE SITE 9� ""� : fLA61. L a 11 PaoaosEsi F F,� v) s FLAG e i T =8; SEPTIC A---, FLAG 0 •51n w IRON FOUND 7 C =1+ ` --� �� _ 1' g•kl S70'38'00'W 1.63` ' CB=S ��.. w_, -t n S`a FROM CORNER , 07 '21'45" " +-1� PROPOSED RESERVE ^ `1` 96 IS ��•� t "� DRAIN FIELD SITE A4& +, � 15.95' `��`!1""............. FLA FLAG ',. IIS PROPOSED PRIMARY ���'sr ft mot 6 9 FLAB DRAIN FIELD SITE ���� -- T. LOT 9 11 `+t L �•�.. // 1' MURPHY'S CREEK FARM �� ..� 1 GWYN E.KOHA �,., ,./ Page 1 of 6 OSE/PE Report for: Construction Permit ' I Certification Letter f] Subdivision Approval El Property Location: 911 Address: City: Lot 8A Section Subdivision Murphy's Creek Farm GPIN or Tax Map# 114-31 E Health Dept ID# Latitude Longitude Applicant or Client Mailing Address: Name: Gwyn E. Kohr Street: 3612 Rolling Road City:Scottsville State VA Zip Code 24590 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 1/30/20 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 Sheets 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. 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): nstruction permit certification letter subdivision approval be(select one)issueda denied U U. OSE/PE Signature 12Is2€.b- ,�6 Date 00/ZO Pu,c. z 4-6 Soil Profile Lot 8A Murphys Creek Farm TM 114-31E Blenheim Road Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 1 0-2 A Light gray(10YR 6/1) loam, friable 2 2-7 Bt Light yellowish brown(10YR 6/4) loam, friable 2 7-21 C Light red (2.5YR 6/8) loam, friable, 25-40% schist 3 charmers 21- Cr 2 0-2 A Light gray(10YR 6/1) loam, friable 2 2-17 Bt Reddish yellow(7.5YR 6/8) clay loam, friable 3 17-42 BC Red (2.5YR 5/8) clay loam, friable, 15-25% schist 3 charmers 42 Cr 3 0-3 A Light gray(10YR 6/1)loam, friable 2 3-9 Bt Light yellowish brown(10YR 6/4) loam, friable 2 9-21 BC Red (2.5YR 5/8) clay loam, friable, 25-40% schist 3 channers 21- Cr 4 0-3 A Light gray(10YR 6/1)loam, friable 2 3-10 Bt Light yellowish brown(10YR.6/4) loam, friable 2 10-21 BC Red (2.5YR 5/8) clay loam, friable, 25-40% schist 3 charmers 21- Cr 5 0-2 A Light gray(10YR 6/1) loam, friable 2 2-18 Bt Reddish yellow(7.5YR 6/8)clay loam, friable 3 18-32 BC Red(10R 5/8) silty clay loam, firm, 25% schist charmers 3 32- Cr 6 0-2 A Light gray(10YR 6/1) loam, friable 2 2-7 Bt Light yellowish brown(10YR 6/4)loam, friable 2 7-20 C Light red(2.5YR 6/8) loam, friable, 25-40% schist 3 channers 20- Cr 7 0-2 A Light gray(10YR 6/1) loam, friable 2 2-8 Bt Reddish yellow(7.5YR 6/8)clay loam,friable 3 8-20 C Light reddish brown (5YR 6/4) slit loam, 25% schist 3 charmers 20- Cr flex- 3 •j6 Soil Profile Lot 8A Murphys Creek Farm A Division of Tax Map 114-31 E Albemarle County Hole Depth Horizon Material Description Soil Texture (in.) Group 8 0-2 A Light gray(10YR 6/1) loam, friable 2 2-10 Bt Light yellowish brown(10YR 6/4) loam, friable 2 10-22 BC Red(10R 5/8) silty clay loam, firm, 40% schist charmers 3 22- Cr 9 0-2 A Light gray(10YR 6/1) loam, friable 2 2-10 Bt Reddish yellow(7.5YR 6/8) clay loam,friable 3 10-20 C Light reddish brown(5YR 6/4) slit loam, 25% schist 3 charmers 20- Cr Page 1( of Appendix 2 Soil Summary Report GENERAL INFORMATION Date 1/30/20 — Submitted to Albemarle County Health Department Applicant Gwyn E. Kohr — Telephone Number Address 3612 Rolling Road Scottsville, Va 24590 Owner same Address same Location Across from 5135 Blenheim Road Tax Map 114-31 E Subdivision Murphys Creek Farm Block/Section Lot 8A SOIL INFORMATION SUMMARY 1. Position in landscape satisfactory? IX Yes l No Describe shoulder 2. Slope 16 3. Depth to rock or impervious strata: Max. 42" Min. _ 20" None 4. Depth to seasonal water table (gray mottling or gray color) ix No r Yes inches A Free water present iX No I— Yes range in inches Soil percolation rate estimated (X Yes Texture group I II 0 IV No Estimated rate 90 min/inch 7. Permeability test performed (v Yes (X No If yes, note type of test performed and attach rX Site Approved: Drainfield to be placed at 12" depth at site designated on permit. I— Site Disapproved: Reasons for rejection: 1. r P• osition in landscape subject to flooding or periodic saturation. 2. f Insufficient depth of suitable soil over hard rock. 3. P Insufficient depth of suitable soil to seansonal water table. 4. r- Rates of absorption too slow. 5. I— Insufficient area of acceptable soil for required drainfield, and/or Reverse Area. 6. r- P• roposed system too close to well. r O• ther 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 B imary and reserve area, 0 only the primary area, 0 only the reserve area(check one)for_Lot 8A—Murphy's Creek Farm Design Basis Total length of available area: 100' Total width of available area: 115' Estimated Perc. Rate: 90 at 12" in. (depth) Number of bedrooms(or GPD): 4 Conveyance Method: Pump Distribution method (specify): Pump 3c Dispersal system basis Table 5.4 LGMI required? No (Yes/No) Effluent quality required: Advanced Secondary JTL-3) (Primary, Secondary,Advanced Secondary) Square feet per bedroom: 424_ Total trench bottom area required: 10176 Area Calculations Number of trenches_ 51 Length of trenches: 100' Width of trenches: 1" Center to center spacing:` 2' Reserve required? Yes _ Percent reserve area required: 100% Total width of absorption area required 100' Total trench bottom area provided: 10200 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 Peilc_ 6oF6 PARTMENT COPY RECORDATION 8 m ci `©/ .. T.M. Iia-310 LOT 7 t MURPHY'S CREEK FARM NEWTON N.TEICHMANN, JR. & DARLENE M.TEICHMANN 0.8.5051-468 0.8. 3080-325 & 326 PLAT I- 4 e N65 '09'47"E Ill 166. 13' IF S85 '54'08"E N85'44'23"E IF ; IS 337.32' IF 270. i2' SyIF `�'-.. . �VP 3.95' . i ,;0�, .1jti� PROPOSED • r S15'26'40"W N IS 10 Ap HOUSE SITE , LOT 8A 330.26 i Nee 8. 00 EXISTING STATE ROUTE 795 • 'S� :',+'"a' ENTRANCE BLENHEIM ROAD cs'ss\>.% IF RLAO y FLAG a --- 50'R/W oa, r� :,Aar► Fi.AG a WELL• IS (0.B.658-383) N$ PROPOSED DRAIN FIELD SIT .` t �;:,- �® 7 EXISTING • �. (PRIMARY AND RESERVE) :.�d�„�.- I S A " 9 26' 12" 99.36' qaN Ai ! y ez:�_ Aa -1g0 WELL I L •R '164.59' wq? • �9a i T •82.46' FLAG FLAB 6 V1 IRON FOUND s C •164.41 �E " O , •���� 570 '38'00"W i.63' ' CB•Si0 'a3'34"w F a° 568 FROM CORNER •,,,,► I 07 '2 i '45"W ras I S ,,,.r / 15.95' 88 PROPOSED PRIMARY rr/'" I� / I CAJI DRAIN FIELD SITE r'rrrw '"'• / i I fir/. / rroll.... 00 `•''0rr Scale 1"=200' - Soil Profile Hole SCALE: 1 " = 200 ' House, Well and Drain Field Sites DATE: OCTOBER 7, 2019 Lot 8A f. Murphy's Creek Farm e FOR Albemarle County, Virginia RANDOLPH L.KOHR & GWYN E.KOHR Steve Gooch Consulting Geologist 703 Oliver Creek Road ROGER W.RAY & ASSOC.,INC. Troy,Virginia 22974 663 BERKMAR COURT CHARLOTTESVILLE, VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM SHEET 2 OF 2 12083K THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, LOT BA, THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE 727 A PORTION OF LOT 8 (T.M. 114-31E) , IS WITH THE FREE CONSENT AND IN REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER [795 ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER (S) , PROPRIETORS, SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE3F- BLENHEIM PRESIDENTS AND/OR TRUSTEES, IF ANY. CORRECT AND IN ACCORDANCE WITH THE ALBEMARLE COUNTY ROAD ROAD ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE FOR NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND REVIEW THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE 70B BLENHEIM THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT GWYN E.KOHR RIGHTS SHOWN HEREON IS THEORETICAL ONLY. SECRETARYS A. T.M. 114-31E IS ZONED RA (FLOOD HAZARD OVERLAY DISTRICT) . ROAD B. LOT 8A IS ASSIGNED ONE DEVELOPMENT RIGHT AND MAY NOT BE RESIDUE FURTHER DIVIDED. T.M. 114-31E 708 CITY/COUNTY OF C. THE RESIDUE OF T.M. 114-31E HAS NO DEVELOPMENT RIGHTS SITE SECRETARYS STATE OF AND MAY NOT BE FURTHER DIVIDED. ROAD D. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, LOT BA 795 THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED AND THE RESIDUE OF T.M. 114-31E, EACH CONTAIN A BUILDING BEFORE ME THIS DAY OF SITE THAT COMPLIES WITH SECTION 4-2-1 OF THE ALBEMARLE _____ BLENHEIM 2019. BY GWYN E.KOHR COUNTY ZONING ORDINANCE. - ROAD FOR E. SETBACK REQUIREMENTS: FRONT= 75' (ALONG STATE ROUTE 795) FOR REVIEW SIDES- 25' REAR= 35' . NOTARY PUBLIC REVIEW # F. ACCORDING TO THE COUNTY OF ALBEMAREL GIS DATA, THIS LLAMA PROPERTY DOES NOT LIE WITHIN A WATER SUPPLY WATERSHED. FARM MY COMMISSION EXPIRES G. ACCORDING TO THE COUNTY OF ALBEMARLE GIS DATA, THIS ROAD NOTARY SEAL PROPERTY DOES NOT LIE WITHIN AN AG-FORESTAL DISTRICT. H. UNDER CURRENT COUNTY POLICY, PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. NOTES: I. THE APPROXIMATE LOCATION OF THE STREAM BUFFER SHOWN HEREON WAS TAKEN FROM A PLAT RECORDED IN 0.8.3080-325 KEY MAP & VICINITY MAP 1. OWNER (S) , ADDRESS & LEGAL REFERENCES: & 326. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED SCALE: 1" = 2000'+/- GWYN E.KOHR IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION 3612 ROLLING ROAD, SCOTTSVILLE, VIRGINIA 24590 ORDINANCE. T.M. 114-31E (LOT 8, MURPHY'S CREEK FARM) D.B.5225-729 & D.B.3080-325 & 326 PLAT. 2. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 3. T.M. 114-31E IS SUBJECT TO THE FOLLOWING: A. 100'STREAM BUFFER (D.B.3080-325 & 326 PLAT) . B. SETBACK REQUIREMENTS (D.B.3080-325 & 326 PLAT) . C. COVENANTS, CONDITIONS AND RESTRICTI0NS (D.B.3080-318, 325 & 326 PLAT) . 4. T.M. 114-31E IS SUBJECT TO THE FOLLOWING INSOFAR AS THEY MAY APPLY: A. A TIMBER AGREEMENT AS DEFINED IN 0.B.5070-1. B. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH C0MPANY (D.B. 449-333) . 5. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR RURAL SUBDIVISION PLAT NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, LOT 8A, CONTAINING 8. 00 ACRES UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST. A PORTION OF LOT 8 (T. M. 114-31E) 6. ACREAGE OF T.M. 114-31E BEFORE THIS RURAL SUBDIVISION PLAT: MURPHY ' S CREEK FARM 39.24+/- ACRES (AS PER TAXED ACREAGE) . THE PROPERTY OF GWYN E. KOHR - LOCATED ON STATE ROUTE 795 (BLENHIEM ROAD) NEAR BLENHEIM . SCOTTSVILLE MAGISTERIAL DISTRICT APPROVED FOR RECORDATION ALBEMARLE COUNTY, VIRGINIA O li vALTH0 , FOR SCALE: 1 "= 200 ' DATE: OCTOBER 7, 2019 FOR �0,,6 REVIEW 8 REVIEW AGENT FOR THE BOARD FOR BRIANS.RAY OF SUPERVISORS RANDOLPH L.KOHR & GWYN E.KOHR Lic.No.002281 ROGER W.RAY & ASSOC., INC. VO6 DATE 663 BERKMAR COURT SUR CHARLOTTESVILLE, VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 1 OF 2 12083K • y DENOTES APPROXIMATE LOCATION OF AREA LEGEND: HEALTH DEPARTMENT COPY WITHIN ZONE A (100 YEAR FLOOD PLAIN) ACCORDING TQ THE FEMA FLOOD INSURANCE IF IRON FOUND NOT FOR RECORDATION RATE MAP, EFFECTIVE DATE FEBRUARY 4. 2005 Cu� (COMMUNITY PANEL 510006 04200) . IS IRON SET m 0 0 0 m m 0 1 4/ T.M. 114-310 LOT 7 MURPHY'S CREEK FARM = NEWTON N.TEICHMANN. JR. �s�'' & DARLENE M.TEICHMANN m D.8.5051-468 z fir• "'�---- 0.B.3080-325 & 326 PLAT ic eff ` STREAM'• a \\IF t�,Q APPROXIMATE LOCATION�s~1 \•,. 1o/000006 100'STREAMBUFFER , / 4:t (D.B.3080-325 & 326 PLAT) • �O N65 409'47"E ' �Q? 9;r0. 166. 13' IF S8337432�"E N85'44'23"E IF , IS Q- S .(c IF 270. 12' / yti . 266. i7' '�'�I �y9�? ,� IF 3.95' �r D N42'53'50"E N. IS 44' 0 LOT gA HOUSE SITE S1330.26 "W T. M. i14-3iE ) r o,• `��...� LOT 8 155.00'\ .t�,, �`° 2�° 8. 00 EXISTING STATE ROUTE 795 `mow MURPHY'S CREEK FARM ENTRANCE BLENHEIM ROAD `�""►� GWYN E.KOHR PROPOSED S�' FLAB , 50'R/W •\ D.8.5225-729 WELL SITE _i IS IF / °RAC FLAG 8 HELL• IS (0.8.658-383) D.8.3080-325 & 326 PLAT • FLAG ` RESIDUE- 31.24 +/- ACRES N$> PROPOSED DRAIN FIELD SITE_F��� 1 t R.AO 7 EXISTING bLis - 9 '26' 12" \ (BY DEDUCTION FROM TAXED ACRE PROPOSED -- HOUSE 2� (PRIMARY AND RESERVE) ra i •l��:.;- ,i5C) WELL _ R =999.36' SITE Q�. �� Fi.Ae a, I L =164.59' • iv,: w FLA e 9 1 T s82.48' \ PROPOSED FSEPTIC FLAG FLAG 9�6 8 g1"w 3 IRON FOUND C =164.41' \ DRAIFFiFa o `,-'E H FLAG Ql• �.0 S70 '38'00"W 1.63' ' C8=510 '43'34"W °�... "AEA : . D S FROM CORNER �„. , 07 '21'45"W '""`+•,.w PROPOSED RESERVE.. ; % 96 '' / ; 15.95 1"w • «.�„. DRAIN FIELD SITE A ` IS „•�/' ``"�""�ww FUG +' 88 PROPOSED PRIMARY ��"� / / """`•wa� e FLAG FLAG DRAIN FIELD SITE �'�#�� /� T LOT 9 i 1 •� , ` -.I' '' / MURPHY'S CREEK FARM + .�'� GWYN E.KOHR . .,�' D.8.5124-304 `� .,/' D.8.3080-325 & 326 PLAT •�....►" D.B.5223-493, 497 THRU 499 PLAT SCALE: 1" = 200 ' DOTE: OCTOBER 7, 2019 ' FOR RANDOLPH L.KOHR & GWYN E.KOHR GRAPHIC SCALE 1"=200 ' on t♦ ROGER W.RAY & ASSOC., INC. so a 663 BERKMAR COURT 0 200 4QQ 60Q CHARLOTTESVILLE, VIRGINIA 22901 GL TELE RAYNE:SURVEYING COM 293-3195 SHEET 2 OF 2 12083K .....