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Home My WebLink AboutSUB201800124 Assessment - Groundwater Final Plat 2018-07-10 Page 1 of 6 OSE/PE Report For: 0 Construction 0 Repair 0 Voluntary Upgrade 0 Certification ® Subdivision 0 Inspection Permit Permit Permit Letter Approval Report Property Identification: 911 Address: City: Lot: Section: Subdivision: GPIN or Tax Map#: 66-28 Health Department ID#: Latitude: Longitude: Applicant or Client Mailing Address: Name: Jeremy Manning-Smith Street: P.O.Box 109 City: Keswick State: VA Zip Code: 22947 Prepared by: OSE Name: William J. "Jeff'Loth,IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Number: Address: City: State: Zip Code: Date of Report: 7/10/18 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) Cover Page Application Soil Summary Report Soil Profile&Design Calculations 1"=100'Sanitary Survey,Well Location,Topography,Boring Locations Reduced Plat Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems(12VAC5-613)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. 0 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.A.11 I recommend that a(select one): 0 Construction Permit,0 Certification Letter,®Subdivision Approval,0 Repair Permit,0 Voluntary Upgrade be(select one): ®Issued, 0 Denied PE/OSE Signature: G/` 4.147r. Date: 7/10/18 Page 2 of 6 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: ® Sewage System® Water Supply Due Date: Owner: Jeremy Manning-Smith Phone: ( ) - Mailing Address: P.O.Box 109 Phone: ( ) - Keswick,VA 22947 Fax: ( ) - Agent: Phone: ( ) - Mailing Address: Phone: ( ) - Fax: ( ) - Site Address: Email: Directions to Property: west of Rt.686, 1.6 miles north of Rt.600 I Subdivision: Section: Block: Lot: Tax Map: 66-28 Other Property Dimension/Acreage 44.8817 Identification: of Property: Sewage System Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply fora construction permit(valid for 18 months only when ready_to build. For New Construction: ❑ Certification Letter 1 ❑ Construction Permit j ® Subdivision Review For Existing Construction_ L❑ Repair ❑ Modification 1❑ Expansion 1 ❑ Replacement Proposed Use: 0 Single Family Home(Number of Bedrooms 3) ! 0 Multi Family Dwelling Notal Number of Bedrooms 1 0 Other(describe) Will there be a basement: 0 Yeses No J Ives will there be fixtures in the Basement? ® Yes 0 No Are ani conditions proposed on this construction permit? [I Yes 0 No If yes,please check or describe allproposed_ Conditions that apply _[ 0_ Reduced Water Flow I ❑ Limited Occupancy i ❑ Intermittent or seasonal use 0 Temoraryuse not to exceed 1year 0 Other(describe) Water Supply — Will the water supply be 0 Public or®Private Is the Water supply 0 Existing or® Proposed If proposed,is this a replacement well? 0 Yes ® No Will the old well be abandoned 0 Yes ❑ No Have or will anuildin s within 50'of hproposed well been yb � the o Q p or be termite treated?0 No El Yes All Applicants Is this an AOSE/PE application?®Yes 0 No If yes,is the AOSE/PE package attached? ® Yes 0 No In order for VDH to process your application you must attach a site sketch and plat of the property.The site sketch should show your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. Signature of Owner/Agent Ye-c ' � Date 1`)) 2f1 ocs- Page 3 of 6 Soil Summary Report General Information Date: 4/2/18 Submitted to Albemarle County Health Department Applicant: Jeremy Manning-Smith f Telephone: ( Address: P.O.Box 109,Keswick,VA 22947 Owner: same I Address: same Location: west of Rt.686, 1.6 miles north of Rt.600 Tax Map: 66-28 I Subdivision: Block/Section: Lot: Soil Information Summary 1. Position in landscape satisfactory? Yes No 0 Describe: shoulder 2. Slope 5% 3. Depth to Rock or impervious strata: I Max. in. Min.48+in. 4. Depth to seasonal water table(gray mottling or gray color): I No ED Yes Inches 5. Free water present: No Z Yes 0 range in inches Yes ED Texture Group I 0 II 0 III ED [V 0 6. Soil percolation rate estimated? h No 0 I Estimated rate 75 min/inch 7.Permeability test performed Yes 1:1 No [E] If yes,note type of test performed and attach Drainfield to be placed at 30"depth at site designated on sketch. Site Approved 0 Site Disapproved Reason for Rejection 1. 0 Position in landscape subject to flooding.or_periodic saturation 2. DJffcict depth of suitable soil over hard rock 3. ,_k_0 Insufficient depth of suitable soil to seasonal water table 4. Rates of absorp_tion too slow. 5. 0 I Insufficient area of acceptable soil for required drainfield,and or reserve area 6. I 0 T, Proposed system too close to well 7. 1, Other Specify Page 4 of 6 Tax Map 66-28 Albemarle County,Virginia Soil Profile Hole Horizon Depth(in) Material Description Txt Grp 1 Ap 0-2 10yr3/3 dark brown Loam 2 E 2-5 7.5yr5/4 brown Silt Loam 3 BtC1 5-33 2.5yr4/6 red Clay Loam,weak SBK,with common very highly weathered schist 3 fragments and quartz fragments BtC2 33-48 2.5yr5/8 red Clay Loam,weak SBK,with common highly weathered schist fragments 3 and quartz fragments and soft 7.5yr6/8 reddish yellow Silt Loam saprolite 2 Ap 0-3 10yr3/3 dark brown Loam 2 E 3-9 7.5yr5/4 brown Silt Loam 3 BtC 9-48 2.5yr4/6 red Clay Loam,weak SBK,with common highly weathered schist fragments 3 and quartz fragments and soft 10yr5/8 yellowish brown Silt Loam saprolite. Refusal on quartz fragment @ 48". 3 Ap 0-3 10yr3/3 dark brown Loam 2 E 3-7 7.5yr5/4 brown Silt Loam 3 BtC1 7-34 2.5yr4/6 red Clay Loam,weak SBK,with few very highly weathered schist fragments and common soft 7.5yr6/8 reddish yellow Silt Loam saprolite BtC 12-60 2.5yr5/8 red Clay Loam,weak SBK,with few very highly weathered schist fragments 3 and common soft 7.5yr6/8 reddish yellow Silt Loam saprolite Design Basis A. Estimated Percolation Rate 75 @ 30" B. Trench bottom square feet required per bedroom 596 C. Number of bedrooms 3 Area Calculations A. Length of trench(ft.) 100 B Length of available area(ft.) 100+ C. Width of trench(ft.) 3 D. Number of trenches 6 E. Center-to-center spacing(ft.) 9 F. Width required(ft.) 48 G. Width of available area(ft.) 102 H. Total square footage required 1788 I. Square footage in design 1800 J. Is a reserve area required? Yes, 100%Reserve Area provided Pag of i 4.)� do • GO 4 h O ' ki Q - 0 hh LI a o o 0, � 6► °'rnrn� C21 1 1 ' x 1 & I 1 I 1 4 � 1 I I 8 �I v w/ / / / i . . 1 1 / , o / l. cow �aG,ioa ui / / x 'ltiaw�Uoiua �Uj //aoss Q ° 13 I I �) C. I a W v) w I ikt o Ih ' o q I I Ni. ktZli Nt- I _ _ _ _ ^ � Lk J � ~ l h h k. t V Q ..) *) c t0 Q�h Page 6 of 6 5, 7/ 1 ‘\ 0 /.1 Gs0 1 4...,it.sr 5 ,A 1 Wrip(1. 46 C.r.l. ..... .14 7 1 Na sa, 9 t. 4? A \ 1 sil1/4 3 t x. 1/41 1/41 N S S ck e.--Na•co us 2 ,,, r Iiikol iKAst. 1 1mill 1 iii „iIi 1 4•"4.% 1 ,. „ , 7 i- -C651. •49,40., i / •-• '`4.7f-g sr.izyr`"4/. f , "AP-ow, ••' -‘4 A F4 s CS 1—— —— —–1 I"------_ 7-7"------ I I 0 ‘ I I i.\ % 1 1 ,,. z,174:P tz.p: ',--- t 0 3 - L c4§ 4 -'14 N,',.•1. t 4 1" gsi k 11 iSga li I wo :,,,, . 0stx1 .,,,,e• z 0 k 1 .V A ,w„ • ti k'''4 ?4 k: 8 :,'''''11 it te Z W CI 4W / 4 CO 2 ed •46 k I g' Z 'k. , , 9 0 $' 11 IA , c•i ,-•, 1 k 4 LE h CI 0 il 'A' La. 1.:i.:,11 - * "• -•--.----. ku A 01 t, ......... .___.. ._ ..,._. 1 ll li -4/-0 ..,-,... 41----.... - -,..._............_ .... _,.:tz,.... ...._........,..*.......1 °\ Page 1 of 6 OSE/PE Report For: 0 Construction 0 Repair 0 Voluntary Upgrade 0 Certification ® Subdivision 0 Inspection Permit Permit Permit Letter _ Approval Report Property Identification: 911 Address: City: Lot: Residue Section: Subdivision: GPIN or Tax Map#: 66-28 Health Department ID#: Latitude: Longitude: Applicant or Client Mailing Address: Name: Jeremy Manning-Smith Street: P.O.Box 109 City: Keswick State: VA Zip Code: 22947 Prepared by: OSE Name: William J. "Jeff'Loth,IV License Number: 1940001316 Address: 222 Sycamore Lane City: Afton State: Virginia Zip Code: 22920 PE Name: License Number: Address: City: State: Zip Code: Date of Report: 11/16/18 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: • Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.) Cover Page . Application Soil Summary Report Soil Profile&Design Calculations 1"=100'Sanitary Survey.Well Location.Topography.Boring Locations Reduced Plat Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the applicable provisions of the Sewage Handling and Disposal Regulations(12 VAC5-610),the Private Well Regulations(12 VAC5-630), the Regulations for Alternative Onsite Sewage Systems(12VAC5-613)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.A.11 I recommend that a(select one): DI Construction Permit,❑Certification Letter,®Subdivision Approval,0 Repair Permit,❑Voluntary Upgrade be(select one): ®Issued, ied PE/OSE Signature: 14: c 7- : Date: 11/16/18 ae, 0O) OO ( ? 4 w Page 2 of 6 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: ®Sewage System®Water Supply Due Date: Owner: REW Land LLC&RLP Investments LC Phone: ( ) - Mailing Address: 1212 Friendship Church Rd. Phone: ( ) - Drakes Branch,VA 23837 Fax: ( ) - Agent: Jeremy Manning-Smith Phone: ( ) - Mailing Address: P.O.Box 109 Phone: ( ) - Keswick,VA 22947 Fax: ( ) - Site Address: Email: Directions to Property: west of Rt.686, 1.6 miles north of Rt.600 Subdivision: Section: Block: Lot: Residue Tax Map: 66-28 Other Property Dimension/Acreage 151.8588 Identification: of Property: Sewage System Type of Approval:Applicants for new construction are advised to apply for a certification letter to determine if land is suitable for a sewage system and to apply for a construction permit(valid for 18 months)only when ready to build. For New Construction: 0 Certification Letter 0 Construction Permit ® Subdivision Review For Existing Construction: 0 Repair 0 Modification 0 Expansion 0 Replacement Proposed Use: ® Single Family Home(Number of Bedrooms 3) 0 Multi-Family Dwelling(Total Number of Bedrooms_) ❑ Other(describe) Will there be a basement: ® Yes ❑ No If yes,will there be fixtures in the Basement? ® Yes 0 No Are any conditions proposed on this construction permit? ❑ Yes ® No If yes,please check or describe all proposed Conditions that apply: 0 Reduced Water Flow 0 Limited Occupancy p y ❑ Intermittent or seasonal use ❑ Temporary use not to exceed 1 year 0 Other(describe) Water Supply Will the water supply be❑ Public or®Private Is the Water supply 0 Existing or® Proposed If proposed,is this a replacement well? 0 Yes 0 No Will the old well be abandoned❑ Yes 0 No Have or will any buildings within 50'of the proposed well been or be termite treated?® No 0 Yes . All Applicants Is this an AOSE/PE application?®Yes 0 No If yes,is the AOSE/PE package attached? 0 Yes ❑ No In order for VDH to process your application you must attach a site sketch and plat of the property.The site sketch should show your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system.When the site evaluation is conducted the property lines,building location and the proposed well and sewage system sites must be clearly marked and the property sufficiently visible to see the topography,otherwise this application will be denied. I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been constructed and approved. r Signature of Owner/Agent �� n . �\„ Date 0 N 2 I 7i°`I • Page 3 of 6 Soil Summary Report General Information Date: 11/8/18 Submitted to Albemarle County Health Department Applicant: Jeremy Manning-Smith Telephone: ( ) Address: P.O.Box 109,Keswick,VA 22947 Owner: REW Land LLC&RLP Investments LC Address: 1212 Friendship Church Rd.,Drakes Branch,VA 23837 Location: west of Rt.686, 1.6 miles north of Rt.600 Tax Map: 66-28 Subdivision: Block/Section: Lot: Residue Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder&sideslope 2. Slope 12% 3. Depth to Rock or impervious strata: Max. 60+in. Min. 56 in. 4. Depth to seasonal water table(gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes 0 range in inches - Yes® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 75 min/inch 7.Permeability test performed Yes ❑ No IZ If yes,note type of test performed and attach ® Site Approved Drainfield to be placed at 30"depth at site designated on sketch. ❑ Site Disapproved Reason for Rejection 1. ❑ Position in landscape subject to flooding or periodic saturation 2. 0 Insufficient depth of suitable soil over hard rock 3. 0 Insufficient depth of suitable soil to seasonal water table 4. 0 Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required drainfield,and or reserve area 6. 0 Proposed system too close to well 7. ❑ Other Specify • Page 4 of 6 Tax Map 66-28 Residue Albemarle County,Virginia Soil Profile Hole Horizon Depth(in) Material Description Txt Grp 1 Ap 0-3 10yr3/3 dark brown Loam 2 B 3-8 7.5yr4/4 brown Clay Loam,weak granular 3 BtC 8-60 2.5yr5/8 red Clay Loam,weak fine SBK,with common very soft 10yr5/8 yellowish 3 brown Silt Loam, 10yr8/1 white feldspars,very highly weathered schist fragments and quartz fragments 2 Ap 0-2 10yr3/3 dark brown Loam 2 B 2-7 7.5yr4/4 brown Clay Loam,weak granular 3 BtC 7-60 2.5yr5/8 red Clay Loam,weak fine SBK,with common very soft 10yr5/8 yellowish 3 brown Silt Loam, 10yr8/1 white feldspars,very highly weathered schist fragments and quartz fragments 3 Ap 0-2 10yr3/3 dark brown Loam 2 B 2-5 7.5yr4/4 brown Clay Loam,weak granular 3 BtC 4-56 2.5yr5/8 red Clay Loam,weak fine SBK,with common very soft 10yr5/8 yellowish 3 brown Silt Loam, 10yr8/1 white feldspars,very highly weathered schist fragments and quartz fragments R 56 Auger refusal on schist 4 Ap 0-5 10yr3/3 dark brown Loam 2 B 5-8 7.5yr4/4 brown Clay Loam,weak granular 3 BtC 8-60 2.5yr5/8 red Clay Loam,weak fine SBK,with common very soft 10yr5/8 yellowish 3 brown Silt Loam, 10yr8/1 white feldspars,very highly weathered schist fragments and quartz fragments 5 Ap 0-5 10yr3/3 dark brown Loam 2 B 5-11 7.5yr4/4 brown Clay Loam,weak granular 3 BtC 11-60 2.5yr5/8 red Clay Loam,weak fine SBK,with common very soft 10yr5/8 yellowish 3 brown Silt Loam, 10yr8/1 white feldspars,very highly weathered schist fragments and quartz fragments Design Basis A. Estimated Percolation Rate 75 @ 30" B. Trench bottom square feet required per bedroom 596 C. Number of bedrooms 3 Area Calculations A. Length of trench(ft.) 100 B Length of available area(ft.) 200 C. Width of trench(ft.) 3 D. Number of trenches 6 E. Center-to-center spacing(ft.) 9 F. Width required(ft.) 48 G. Width of available area(ft.) 70 H. Total square footage required 1788 I. Square footage in design 1800 J. Is a reserve area required? Yes, 100%Reserve Area provided set iron o Page 5 of 6 co v % aN '` � % Z4 o h k t.l k 1162 — _...-___'-- \oh c,... A.- ,\-— _i �a, , proposed / dm'47 i'/d ePkoPos No.SE I"SGALE o ` `.• B2of�sED sir, .t.3._ 8 0.�o o 7 - -X— \ NO. 686 ROLA ' O.A� ,S'1A� OO.O R o SOCK W _ 50 ft. 7/0.#187 P� LE :a7m. pORT/ON 0B84 \'::\ ALBE , to . be�ORd� Page 6 of 6 sr-6! 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