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Home My WebLink AboutSUB201400150 Approval - Agencies Final Plat 2015-01-27 A�Q �C� \ e�P °P (-79 V(7' O('J q yy �. COMMONWEALTH of VI I' GINIA In Cooperation with the Thomas Je ff erson Health District ALBEMARLE-CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY(PALMYRA) p 1138 Rose Hill Drive GREENE COUNTY SA(COUNTY(OUISA) Phone(434)972-6219 P. O. Box 7546 NELSON COUNTY(LOVINGSTON) Fax (434) 972-4310 Charlottesville, Virginia 22906 January 27,2015 Megan Yaniglos County of Albemarle Department of Community Development 401 Mclntire Road Charlottesville,Virginia 22902-4596 RE: Review of Proposed Subdivision Plat and attached Soils Information for Individual Onsite Sewage Systems as part of a division of Tax Map 54 Parcel 69 located in Albemarle County,Virginia. Dear Ms.Yaniglos: On December 17,2014,the County of Albemarle requested the Virginia Department of Health(via the Albemarle County Health Department)review the proposed subdivision plat identified above.This letter is to inform you that the above referenced subdivision plat is approved for individual Onsite Sewage Systems in accordance with the provisions of the Code of Virginia,the Sewage Handling and Disposal Regulations, and local ordinances. This request for subdivision review was submitted pursuant to the provisions of§ 32.1-163.5 of the Code of Virginia which requires the Health Department to accept private soil evaluations and designs from an Authorized Onsite Soil Evaluator(AOSE)or a Professional Engineer working in consultation with an AOSE for residential development. This subdivision was certified as being in compliance with the Board of Health's Regulations by: William J. Loth IV,OSE#1940001316. This subdivision approval is issued in reliance upon that certification. Pursuant to §360 of the Regulations this approval is not an assurance that Sewage Disposal System Construction Permits will be issued for any lot in the subdivision identified above unless that lot is specifically identified on the above referenced plat as having an approved site for an onsite sewage disposal system,and unless all conditions and circumstances are present at the time of application for a permit as are present at the time of this approval. This subdivision may contain lots that to do not have approved sites for onsite sewage systems. This subdivision approval does pertain to the requirements of local ordinances. Sincerely, M-- Travis T.Davis Environmental Health Specialist, Sr. ��oFAL tali �'1I , \A `""' $ ani� .9 2RGIls \ — CI -1 C--C. COUNTY OF ALBEMARLE \-,,-e \.)\ e ,) . Department of Community Development 401 McIntire Road,Room 227 Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 December 17, 2014 Teresa Batten IN p Virginia Department of Health 1138 Rose Hill Drive Charlottesville,VA 22906 RE: SUB 2014-150 Tara Singer Dear Ms. Batten: The County of Albemarle has received application to develop/subdivide [Tax Map 54, Parcel 69]. This project requires Health Department approval before receiving final County approval. The applicant has provided soils information, which is attached. Please review the proposal for suitable subsurface drainfields which comply with the provisions of Chapter 18, Sections 4.2.2, 4.2.3,4.2.4, and Chapter 14, Sections 14-309 and 14-310 of the Albemarle County Code. Should you have any comments please feel free to contact me. LiSince ly, Megan Yani ios Senior Planner Department of Community Development Voice: (434)296-5832 ext. 3004 Page 1 of 7 Afton Soil Consulting iFE D William J. Loth. IV. AOSE #1940001316 222 Sycamore Lane Afton. Virginia 22920-2425 (540) 471-6589 AOSE/PE Report for Subdivision Review Location of Property: Lot A Section ___,Subdivision , Albemarle County GPIN or Tax Map#54-69 Latitude/Longitude_ Applicant or Client and address: Prepared by: G. Blair Turner William J. Lotli. IV. AOSE#1940001316 P.O Box 517 Afton Soil Consulting Ivy. VA 22945 222 Sycamore Lane Afton, Virginia 22920-2425 (434)882-0560 (540)471-6589 Date of Report: October 8, 2014 Health Department ID. No.: Revision Date: Contents/Index of this Report Cover Page Soil Descriptions& Abbreviated Design, Reserve Drainfield Application Plat Soil SummasReport, Primary Drainfield Soil Descriptions&Abbreviated Design. Primary Drainfield Soil Summary Report. Reserve Drainfield 1 hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage `‘`��n��ii'rrr��, Handling and Disposal Regulations (12 VACS-610), the `+w �ealt6 Or '% Private Well Regulations (12 VAC5-615). and other applicable \ ov • policies of the Virginia Department of Health. Furthermore. 1 (A- certify that my evaluation and/or design contained herein ' o°. '��_' N complies with all applicable laws. regulations. and policies = �)> w' °.�. J.Loth °P implemented by the Virginia Department of Health. These w /y • plans are submitted under the engineering exemption provided by 54-1-41t)B and 32.1-16411 of the Code of Virginia. .••;� OSEt#IZ I recommend a subdivision be approved. ''',, 3w```e` "` Page 2 of 7 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: Iii Sewage System ❑ Water Supply i Due Date: Owner: Singer,Tara S. Phone: ( ) _ Mailing Address: 63fGreenwood Rd. Phone: ( )Greenwood,VA 22943 Fax: ( ) - Agent: G.Blair Turner Phone: (434)882-0560_— Mailing Address: P.O Box 517 Phone: ( ) - Ivy,VA 22945 Fax: ( ) Site Address: 635 Greenwood Road Email: – ------- Directions to Property: East of Rt. 691,0.2 mile south of Rt.690 Subdivision: Section: Block: Lot: A Tax Map: 54-69 Other Property Dimension/Acreage 3.30 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 d to apply for a construction permit(valid for 18 months)only when ready to build. _ For New Construction: ❑ Certification Letter ❑ Construction Permit Subdivision Review For Existing Construction: Li Repair ❑ Modification ! ❑ Expansion j ❑ Replacement Proposed Use: ® Single Family Home(Number of Bedrooms 3) ❑ Multi-Family Dwelling(Total Number of Bedrooms ) ❑ Other describe Will there be a basement: 2 Yes ❑ No If yes.will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this constructionpermit? ❑ Yes 1Z1 No Ifyes,please check or describe all proposed 0 uc ❑ Occupancy nte- Conditions that apply: Reduced Water Flow Limited 0 or seasonal use ❑ Temporary use not to exceed 1 year ❑ Other(describe) — J - pply — -- Water Su---Will the water supply be❑ Public or®Private T Is the Water supply®Existing or❑ Proposed Existing house with existing well,no existing sewage system If proposed,is this a replacement well? ❑ Yes ❑ No Will the old well be abandoned❑ Yes ❑ No Will any existing or proposed buildings within 50'of the proposed or existing well be termite treated?❑ Yes ❑ No -- - -- — ---All Applicants Is this an AOSE/PE application?®Yes ❑ No If yes, is the AOSE/PE package attached? ® 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. i / -- lt_ Signature of Owner/Agent - Date Z - Page 3 of 7 Soil Summary Report for Primary Drainfield General Information Date:5/9/2014 Submitted to Albemarle County Health Department Applicant: G. Blair Turner Telephone: (434)882-0560 Address: P.O Box 517. Ivy, VA 22945 Owner: Singer,Tara S. Address: 635'Greenwood Rd.,Greenwood, VA 22943 Location: East of Rt.691,0.2 mile south of Rt.690 Tax Map: 54-69 Subdivision: Block/Section: 1 Lot: A Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 15% 3. Depth to Rock or impervious strata: Max. in. Min. 60+in. 4. Depth to seasonal water table(gray mottling - ------------- r gray color): 'j No Yes Inches P (g Y g g Y )� ® ❑ 5. Free water present: No ® Yes ❑ range in inches - Yes® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? No ❑ I Estimated rate 50 min/inch ----- -- --- -------- ----- ---- 7.Permeability test performed Yes ❑ No If yes,note type of test performed and attach ® Site Approved Drainfield to be placed at 36" depth at site designated on plat ❑ Site Disapproved Reason for Rejection 1. ❑ Position in landscape subject to flooding or periodic saturation 2. ❑ Insufficient depth of suitable soil over hard rock 3. ❑ Insufficient depth of suitable soil to seasonal water table 4. ❑ Rates of absorption too slow. 5. Insufficient area of acceptable soil for required drainfield,and or reserve area 6. } ❑ Proposed system too close to well 7. — ❑ Other Specify I ---- — — — r..� Page 4 of 7 Tax Map 54-69 Lot A Albemarle County Soil Profiles for Primary Drainfield Hole Hzn Depth Material Description Txt Grp ~ 1 Ap 0-6 10yr3/3 dark brown Loam 2 Bt 6-32 2.5yr4/6 red Sandy Clay Loam,weak fine SBK 2 BtC 32-60 2.5yr4/6 red Sandy Clay Loam,weak fine SBK,with 10yr8/1 white, 10yr5/4 yellowish 2 brown soft Sandy Loam saprolite _ 2 _ A• 0-6 10yr3/3 dark brown Loam _ 2 Bt 6-29 2.5yr4/6 red Sandy Clay Loam,weak fine SBK � 2 BtC 29-60 2.5yr4/6 red Sandy Clay Loam,weak fine SBK,with increasing pockets(common to 3 _ many) 10yr8/1 white, 10yr5/4 yellowish brown soft Sandy Loam saprolite 3 Ap 0-5 10yr3/3 dark brown Loam 2 Bt 5-30 2.5yr4/6 red Sandy Clay Loam,weak fine SBK 2 BtC 30-60 2.5yr4/6 red Sandy Clay Loam,weak fine SBK,with 10yr8/1 white, 10yr5/4 yellowish 2 brown soft Sandy Loam saprolite 4 Ap 0-5 10 3/3 dark brown Loam L 2 Bt 5-20 2.5 r4/6 red Sandy Clay Loam,weak fine SBK 2 BtC 20-35 2.5yr4/6 red Sandy Clay Loam,weak fine SBK,with 10yr8/1 white, 10yr5/4 yellowish 2 brown soft Sandy Loam sa_ rolite C 35-60 10yr8/1 white, 10yr5/4 yellowish brown soft Sandy Loam saprolite 2 Design Calculations for Primary Drainfield Design Based on GMP #135.A A. Estimated Percolation Rate 50 @ 36 in. B. Trench bottom square feet 376-25%= 282 Required per bedroom C. Number of bedrooms 3 Area Calculations A. Length of trench(ft.) 60 B Length of available area(ft.) 63 C. Width of trench(ft.) 3 D. Number of trenches 5 E. Center-to-center spacing(ft.) 9 F. Width required(ft.) 39 G. Width of available area(ft.) 39 H. Total square footage required 846 I. Square footage in design 900 J. Is a reserve area required? Yes, 100%Reserve Area provided,see following pages Page 5 of 7 Soil Summary Report for Reserve Drainfield General Information Date:6/23/14 ; Submitted to Albemarle County Health Department Applicant: G. Blair Turner Telephone: (434)882-0560 Address: P.O Box 517. Ivy,VA 22945 Owner: Singer,Tara S. Address: 635 Greenwood Rd.,Greenwood,VA 22943 Location: East of Rt.691,0.2 mile south of Rt.690 Tax Map: 54-69 Subdivision: Block/Section: Lot: A Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 18% 3. Depth to Rock or impervious strata: 1 Max. 48+in. Min.37 in. 4. Depth to seasonal water table(gray mottling or gray color): 1 No ❑ Yes ® Inches 24 5. Free water present: No .1 Yes ❑ range in inches - Yes® Texture Group I ❑ II ❑ III 11 IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 90 min/inch 7. Permeability test performed Yes ❑ No If yes,note type of test performed and attach Reserve drainfield is to be placed at 4"depth at site designated on plat and utilizing pretreatment approvable by VDH capable of providing TL-2 or TL-3 to the dripfield ® Site Approved in accordance with 12 VAC 5-613,and drip dispersal. Drip dispersal design and installation shall adhere to the requirements of 12 VAC 5-613 and GMP#135.A. Reserve sewage system design must comply with GMP#156. ❑ Site Disapproved Reason for Rejection 1. ❑ Position in landscape subject to flooding or periodic saturation 2. a_❑ ' Insufficient depth of suitable soil over hard rock 3. ! ❑ Insufficient depth of suitable soil to seasonal water table 4. Rates of absorption too slow. 5. ' Insufficient area of acceptable soil for required drainfield,and or reserve area 6. ❑ Proposed system too close to well 7. -_ Other Specify ; - Page 6 of 7 Tax Map 54-69 Lot A Albemarle County Soil Profiles for Reserve Drainfield Hole Hzn Depth Material Description Txt Grp 5 Ap 0-4 I0yr4/3 brown Sandy Loam 2 B _ 4-15 5yr5/6_yellowish red Sandy C1ay_Loam,granular structure BtC 15-37 5yr5/8 yellowish red Sandy Clay Loam(increasing sandiness)granular structure,with few 2 very highly weathered granitic fragments R 37 Auger refusal 6 Ap- 0-10 10yr3/3 dark brown Sandy Loam BtC 10-38 2.5yr4/8 red Sandy Clay Loam,heavy,granular structure, with 10yr5/4 yellowish brown 2 redox @ 34" 7 Ap_ 0-7 I0yr3/3 dark brown Sandy Loam _ 2 BtC 2-30 2.5yr4/8 red Sandy Clay Loam,heavy,granular structure, with 10yr5/4 yellowish brown j 3 redox @ 24" — 8 Ap 0-4 10yr3/3 dark brown Sandy Loam 2 B 6-18 5 5/6 yellowish red Sandy Clay Loam,granular structure 2 BtC 18-48 5yr5/8 yellowish red Sandy Clay Loam,granular structure,with increasing(common to 2 many)very highly weathered_granitic fragments Design Calculations for Reserve Drainfield Design Basis for Reserve Drainfield A. Estimated Percolation Rate 90 4 in. B. Effluent loading rate from Table I of 12 VAC 5-613 .5 gpd/sf C. Number of bedrooms 3 D.Gallons per day(Number of bedrooms X 150 gpd/bedroom) 450 Area Calculations for Drip Dispersal Reserve Drainfield A. Length of run(t) 49 to 54 B Length of available area(ft.) 49 to 54 C. Width of available area(ft.) 52 to 71 D. Total footprint required for drip dispersal(450gpd/.5gpd/sf X 3),as per 12 VAC 5-613) 2700 E. Square footage provided 3167 F. Is a Reserve Area required? Yes,this is a 100%Reserve Area DENOTES OVERHEAD LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING I I UTILITY LINE CI 13°10'31" 760.88 174.97 87.87 174.58 N23°18'37"E • I LINE BEARING DISTANCE LI S71°33'54"E T.M.54-67B L2 S89°38'08"E rffie- T.M.54-68 CHARLES S.FEIGENOFF L3 N73°02'13"E 18.08 SHARON G.HURD 8z MARIE HAWTHORNE L4 N88°42'25"E 16.11 I &WILLIAM THOMAS HURD D.B.3279-671 D.B,2301-646 D.B.941-114 PLAT L5 S81°15'00"E 45.66 D.B.1165-583 PLAT L6 S87°27'56"E 36.36 IRON L7 N60°1 I'14"E 26.69 S69°46'15"E FOUND 93.19' \ \ POST \ T.M.54-67B1 A • 83.19' CARLTON R.LIVERMON&CHRISTA B.LIVERMON O IRON SET D.B.1420-468 z T.M.54-70 Nl7°15'18"E AT 10.00' SqS° D.B.941-114 PLAT p FELICIA C.MARSTON 70.51' -- o F AS49., F D.B.1503-701 � a F. D.B.1030-1 I6 PLAT POST o FNC. !6990 O w q \ IRON ,/� E7 O • IRON J FOUND r, 3 EXISTING SET S46°10'54"E it w PIPE WELL v 33.63' FOUND N26°40'31"E '� N E- AT 62.34' �, 100' IRON °"" 2.35' TOTAL LOT A FOUND Noe IRON S71°34'18"E 176.06' POST 3.30 ACRES SET POLE FENCE ' PROPOSED IRON o0 (------: SEPTIC SET J1 DRAINLIAECO AT 15.00' �� '^ F FL: 9j7 / '' Q / G�, {I] I FLAB O Wa^� O aZ� ry, w0U7 W S b 4 Q N FLAG 1.:; Page 1 of 7 Niro Afton Soil Consulting William J. Loth. IV. AOSE #1940001316 222 Sycamore Lane Afton. Virginia 22920-2425 (540) 471-6589 AOSE/PE Report for u � Subdivision Review Location of Property: Lot B Section ,Subdivision ,Albemarle County GPIN or Tax Map#54-69 Latitude/Longitude Applicant or Client and address: Prepared by: G. Blair Turner William J. Loth. IV. AOSE#1 94000 13 16 P.O Box 517 Afton Soil Consulting Ivy. VA 22945 222 Sycamore Lane Afton. Virginia 22920-2425 (434)882-0560 (540)471-6589 Date of Report: October 19, 2014 Health Department ID. No.: Revision Date: Contents/Index of this Report T Cover Page Soil Descriptions& Abbreviated Design, Reserve Drainfield Application Plat Soil Summary Report.Primary Drainfield Soil Descriptions&Abbreviated Design.Primary Drainfield Soil Sunmiary Report.Reserve Drainfield I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage � ss\ ealth Handling and Disposal Regulations (12 VAC5-610), the 4�• °®� Private Well Regulations (12 VAC5-615). and other applicable , . • ° policies of the Virginia Department of Health. Furthermore. t 'q • • certify that my evaluation and/or design contained herein ° ` complies with all applicable laws. regulations. and policies — ° w Loth)N ; \b implemented by the Virginia Department of Health. These io /9 " ' ��' plans are submitted under the engineering exemption provided by 54-1-410B and 32.1-16411 of the Code of Virginia. /',,,90SE lfs`�•``` I recommend a subdivision be approved. Page 2 of 7 VDH Use Only Commonwealth of Virginia Health Department ID# Application for: ® Sewage System ® Water Supply Due Date: Owner: Sinter,Tara S. Phone: ( ) Mailing Address: 635 Greenwood Rd. Phone: ( ) - Greenwood,VA 22943 Fax: ( ) - Agent: G.Blair Turner Phone: (434)882-0560 Mailing Address: P.O Box 517 Phone: ( ) - Ivy,VA 22945 Fax: ( ) Site Address: 635 Greenwood Road A 1 Email: -- --- Directions to Property: East of Rt.691,0.2 mile south of Rt. 690 Subdivision: Section: ( Block: Lot: B Tax Map: 54-69 I Other Property 1 Dimension/Acreage 2.37 L _ Identification: _ of Property_ j 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: ❑ Certification Letter ❑ Construction Permit ® Subdivision Review For Existing Construction: ❑ Repair ❑ Modifications ❑ Expansion ❑ Replacement Proposed Use: ® Single Family Home(Number of Bedrooms 3) ❑ Multi-Family Dwelling(Total Number of Bedrooms_) Other describe Will there be a basement: ® Yes ❑ No 1 If yes,will there be fixtures in the Basement? ® Yes ❑ No Are any conditions proposed on this constructio n e Temporary usenot�o exceed 1 year p rn]rt? ❑ Yes ® No If yes,please check or describe all proposed Intermittent ❑ p �y apply: _ � ❑ y Water Flow ❑ Limited Occupancy ❑ Intermte or seasonal use Conditions that a I � Reduced Wat 0 Other(describe) � — — Water Supply- - — ---- ------------ Will the water supply be❑ Public or®Private r l Is the Water supply❑Existing or Z Proposed If proposed,is this a replacement well? ❑ Yes ® No Will the old well be abandoned❑ Yes ❑ No I Will any existing or proposed buildings within 50'of the proposed or existing well be termite treated?❑ Yes ® No All Applicants Is this an AOSE/PE a pp lication?Z Yes ❑ No If yes,is the AOSE/PE package attached? ET 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. Signature of Owner/Agent A .---- _--_____ Date /Z/71 Afr Now, IWO Page 3 of 7 Soil Summary Report for Primary Drainfield General Information Date:5/22/14 Submitted to Albemarle County Health Department Applicant: G. Blair Turner I Telephone: (434)882-0560 Address: P.O Box 517.Ivy,VA 22945 Owner: Singer,Tara S. Address: 635 Greenwood Rd.,Greenwood,VA 22943 Location: East of Rt.691,0.2 mile south of Rt. 690 Tax Map: 54-69 Subdivision: Block/Section: Lot: B Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder 2. Slope 15% 3. Depth to Rock or impervious strata: Max. in. Min.48+in. 4. Depth to seasonal water table(gray mottling or gray color): I No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches - Yes® Texture Group I ❑ II ❑ III ❑ IV ■1 6. Soil percolation rate estimated? No ❑ Estimated rate 91 min/inch - -- ----------- ----------- 7. Permeability test performed Yes ❑ No El If yes,note type of test performed and attach ® Site Approved 1 Drainfield to be placed at 24" depth at site designated on plat ❑ Site Disapproved Reason for Rejection 1. 0 Position in landscape subject to flooding or periodic saturation 2. 0 Insufficient depth of suitable soil over hard rock 3. ❑ Insufficient depth of suitable soil to seasonal water table 4. ❑ Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required drainfield,and or reserve area 7. ❑ Other Specify too close to well ' - Proposed s s system Page 4 of 7 Tax Map 54-69 Lot B Albemarle County Soil Profiles for Primary Drainfield Hole Hzn Depth I Material Description Txt Grp 9 Ap 0-4 1 10yr3/3 dark brown Sandy Loam 2 BE 4-12 7.5yr5/6 strong brown Sandy Loam 2 BtC 12-48 2.5yr4/6 red Sandy Clay,weak fine SBK,very sitcky,with common fine mica flakes,and 4 increasing pockets(few to many)of 7.5yr6/8 reddish yellow Sandy Loam saprolite 10 Ap 0-5 10yr3/3 dark brown Sandy Loam 2 E 5-10 10yr5/4 yellowish brown Sandy Clay Loam 2 Btl 10-17 5yr5/6 yellowish red Clay Loam,weak SBK 3 Bt2 17-38 2.4yr4/8 red Clay Loam,weak SBK _ 3 BtC 38-48 2.4yr4/8 red Clay Loam,weak SBK,with 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 and few very highly weathered granitic fragments 11 Ap 0-4 10yr3/3 dark brown Sandy Loam i 2 j E 4-8 10yr5/4 yellowish brown Sandy Clay Loam 2 Bt 8-27 2.4yr4/8 red Clay Loam,weak SBK 3 BtC 27-48 2.4yr4/8 red Clay Loam,weak SBK,with 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 and few very highly weathered granitic fragments Design Calculations for Primary Drainfield Design Based on GMP#135.A A. Estimated Percolation Rate 91 r 24 in. B. Trench bottom square feet 800-25%=600 Required per bedroom 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.) 50 H. Total square footage required 1800 I. Square footage in design 1800 J. Is a reserve area required? Yes. 100%Reserve Area provided,see following pages Page 5 of 7 Soil Summary Report for Reserve Drainfield General Information Date:5/22/14 Submitted to Albemarle County Health Department Applicant: G. Blair Turner [ Telephone: (434)882-0560 Address: P.O Box 517.Ivy,VA 22945 Owner: Singer,Tara S. ; Address: 635 Greenwood Rd., Greenwood,VA 22943 Location: East of Rt.691,0.2 mile south of Rt.690 Tax Map: 54-69 Subdivision: Block/Section: Lot: B Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: shoulder and sideslope 2. Slope 15% 3. Depth to Rock or impervious strata: Max. in. Min.48+in. 4. Depth to seasonal water table(gray mottling or gray color): No ❑ Yes ® Inches 32 5. Free water present: ❑resent: No Yes range in inches - ' Yes ® Texture Group I ❑ II ❑ III ® IV ❑ 6. Soil percolation rate estimated? p No ❑ I Estimated rate 91 min/inch 7. Permeability test performed Yes ❑ No El If yes,note type of test performed and attach Reserve drainfield is to be placed at 4"depth at site designated on plat and utilizing pretreatment approvable by VDH capable of providing TL-2 or TL-3 to the dripfield ® Site Approved in accordance with 12 VAC 5-613,and drip dispersal. Drip dispersal design and installation shall adhere to the requirements of 12 VAC 5-613 and GMP#135.A. Reserve sewage system design must comply with GMP#156. ❑ Site Disapproved Reason for Rejection 1. ❑ Position in landscape subject to flooding or periodic saturation 2. ❑ Insufficient depth of suitable soil over hard rock { 3. ❑ Insufficient depth of suitable soil to seasonal water table 4. , Rates of absorption too slow. 5. ❑ Insufficient area of acceptable soil for required drainfield,and or reserve area 6. ❑ Proposed system too close to well 7. ❑ Other Specify — --- -- — — Page 6 of 7 Tax Map 54-69 Lot B Albemarle County Soil Profiles for Reserve Drainfield Hole1 Hzn Depth Material Description Txt Grp 12 AR_ 0-5 __10yr3/3 dark brown Sandy Loam 2 BE 5-9 7.5yr5/6 strong brown Sandy Loam 2 Bt 9-18 2.5yr4/8 red Clay Loam,weak SBK 3 BtC 18-48 2.5yr4/6 red Clay Loam,weak SBK,with common 7.5yr6/8 reddish yellow Sandy Loam 3 saprolite and,at 32",7.5yr6/6 reddish yellow redox 13 Ap 04 10yr3/3 dark brown Sandy Loam 2 j E 4-8 10yr5/4 yellowish brown Sandy Clay Loam 2 BE 8-13 7.5yr5/8 strong brown Sandy Clay Loam __2 BtC 13-48 2.5yr4/6 red Clay Loam,weak SBK, with 7.5yr6/8 reddish yellow Sandy Loam saprolite T 3 and few very highly_weathered granitic fragments 1 _ 14 Ap 0-6 10yr3/3 dark brown Sandy Loam 2 _ BE 6-19 7.5-yr5/6 strong brown Sandy Loam 2 BtC 19-48 2.5yr4/6 red Clay Loam,weak SBK,with 7.5yr6/8 reddish yellow Sandy Loam saprolite 3 and few very highly weathered granitic fragments Design Calculations for Reserve Drainfield Design Basis for Reserve Drainfield A. Estimated Percolation Rate 91 (c?;4 in. B. Effluent loading rate from Table 1 of 12 VAC 5-613 .5 gpd/sf C. Number of bedrooms 3 D.Gallons per day(Number of bedrooms X 150 gpd/bedroom) 450 Area Calculations for Drip Dispersal Reserve Drainfield A. Length of run(ft.) 100 to 50 B Length of available area(ft.) 100+to 50+ C. Width of available area(ft.) 75 D. Total footprint required for drip dispersal(450gpd/.5gpd/sf X 3).as per 12 VAC 5-613) 2700 E. Square footage provided 5625 F. Is a Reserve Area required? Yes,this is a 1000/0 Reserve Area LINE DELTA RADIUS ARC TANGENT HORD DENOTES OVERHEAD C CHORD BEARING UTILITY LINE CI 13°10'31" 760.88 174.97 87.87 174.58 N23°18'37"E LINE BEARING DISTANCE Ll S71°33'54"E 0 T.M.54-67B _ L2 S89°38'08"E T9!�7�— T.M.54-68 CHARLES S.FEIGENOFF L3 N73°02'13"E 18.08 SHARON G.HURD &MARIE HAWTHORNE L4 N88°42'25"E 16.11 &WILLIAM THOMAS HURD D.B.3279-671 D.B.2301-646 D.B.941-114 PLAT L5 S81°15'00"E 45.66 D.B.1165-583 PLAT L6 S87°27'56"E 36.36 IRON L7 N60°1 1'14"E 26.69 S69°46'15"E FOUND 93.19' \ POST T.M.54-67B1 Q \ 83.19' CARLTON R.LIVERMON&CHRISTA B.LIVERMON 0 IRON SET D.B.1420-468 z T.M.54-70 N17°15'18"E AT 10.00' Sqs° D.B.941-114 PLAT p FELICIA C.MARSTON 70.51' H D.B.1503-701 A is490 C> D.B.1030-116 PLAT POST, S �Nct '6990' O'7FO J FOUND 0O •w EXISTING ET S46°10'54"F. ;a w w PIPE WELL rr 33.63' 1. FOUND N26°40'31"E '; .t-v AT 62.34' �� h 100' IRON 2 35' TOTAL LOT A FOUNDv IRON' S71°34'18"E 176.06' POST SET , POLE FENCE f 3.30 ACRES P OP S D ISET �(2J I DRA1NFI LD AT 15.00' ^^ ZFL: ' 147 ry0� I b 77< / („�W^ FLAG Gam, r,-4 i-,7 v w1 �.p p..1 p-,00 0 ,�Z� ry w.'O,� w b 7 u(� I FLAG • -9� J')� c, -' y F T.M.54-67 C7 o FLAG 9� v.' JEANNE P.SEERING 1 a4 Q PROPOSED .� a. SEPTIC 44 D.B.I 135.675• z DRAIREA 4 D.B.838-608 PLAT AREA FLAG 9 POLE FENCE 806 808 FLAG `� S34°57'16"E FLAG . 93.56' TEL. f� 810 PED. FLAG IRON Nisi, FOUND FOUND ' IN STREAM EXISTING T.M.54 69 / S55°48'01"E Q ENTRANCE 56.72' IRON FOUND a4 0-7s PEA, h5� �'�� AT EDGE o rn �b\t"?). STREAM Z C? 2 IRON ' .. MI SET U I ' 2 STORY FRAME ►� p.,FRAME � \ ME BLDGS. ' ch IRON 59.9' EXIST N a o"' SET WE L 1-=22.58' Or LOT B w IRON 2.37 ACRES SET 863°44'25"g 0 R POLE 153.23' :90.39' M C4 °° �' 37.16' IRON is 6 SET g, ,,^ U VA. FLAG .INv:1 L 1 L2 U $ _ FLAG ti I I. z " r w . o T.M.54-74D "' NEW 30'PRIVATE �o� a HOPE HADLEY ' • STREET EASEMENT - BURGHARDT LIVING TRUST `r /-- D.B.1277-480 I n PROPOSED 1 D.B.292-107 PLAT �' WELL a PROP �� I 2.25' �_ EXISTING DRSEPTIC LD ENTRANCE AREA .0° / PIPE/ FOUND IRON / IN R/W SET / 1V52 3j'004/349.95 3Q6 SCALE ` ` FLAG V T.M.54-74D 2.p0' HOPE HADLEY BURGHARDT LIVING TRUST / POST D.B.1277-480 D.B.292-107 PLAT IRON SET LA 1t J 1 Lt , v