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SUB201300063 Approval - Agencies 2013-05-06
+r, r t COMMONWEALTH of VIRGINIA In Cooperation with the Thomas Jefferson Health District ALBEMARLE - CHARLOTTESVILLE State Department of Health FLUVANNA COUNTY (PALMYRA) 1138 Rose Hill Drive GREENE COUNTY (STANARDSVILLE) LOUISA COUNTY(LOUISA) Phone (434) 972 -6219 P. O. Box 7546 NELSON COUNTY (LOVINGSTON) Fax (434) 972 -4310 Charlottesville, Virginia 22906 June 24, 2013 Megan Yaniglos Department of Community Development Division of Zoning and Current Development 401 McIntire 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 20 Parcel 16 located in Albemarle County, Virginia. Dear Ms. Yaniglos: On May 13, 2013, 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 Selvage 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: Tom Hogge; Onsite Soil Evaluator Number 1940001091. 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, Josh Kirtley Environmental Health Technical Consultant Onsite Sewage and Water Programs OF AL—Z? 1 TS IU ® ®r.-i1 5,I se ill RECE/ : ' : ; . . f'IRG r COUNTY OF ALBEMARLE LD Department of Community Development V h / / 401 McIntire Road, Room 227 ►L--f b'ile Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 May 13, 2013 Teresa Batten \ �, - -- r Virginia Department of Health ■ K 1138 Rose Hill Drive" ? M Charlottesville, VA 22906 t,, E'° -_J �� RE: SUB 2013 -063 Jaegei- Rural Division Dear Ms. Batten: The County of Albemarle has received application to develop /subdivide [Tax Map 20, Parcel 16]. 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. Sincerely, 1 I / I Megan Yaniglos Senior Planner Department of Community Development Voice: (434) 296 -5832 ex:. 3004 Fax: (434) 972 -4035 BLUE RIDGE Page of SOIL CONSULTING, INC. 11∎- « (� ;a -.,, A. OSE /PE Report for: _ _, .> .: i � �.,_t:�: ;•.,iii. vA t� -,- (� Construction Permit l l Certification Letter j Subdivision Approval Property Location: 911 Address: City: L of 1 Section Subdivision _ GPIN or Tax Ntap # 20 - - Health Dept ID # Latitude Longitude Applicant or Client Mailing Address: Name: Janice Jaeger, Helen Lysy, & Phyllis Haney Street: 13524 Queensgate Road City-: Midlothian State VA Zip Code 23114 Prepared by: OSE Name Tom Hogge License # 1940- 001091 - Address PO Bo x 418 r; city Ruckersville, VA 22968 t state A L Zt 4 f 9 sr" 1 ' p \ F Y • PE Name: i j,icense ri Address City - - State Zip Code _ Date of Report May 7. 2013 Date of Revision #1 OSE-PE Job Date of Revision 42 Contents /index of this report (e.g -. Site Evaluation Summary, Soil Prolile Descriptions. Site Sketch. Abbreviated Design, ete.) 1 - cover 5,6- Abbreviated Design 2- Client/Soil Summary 3 Profile Descriptions - - -- - - - - -- - 4 -Site Sketch Certification Statement 1 hereh) certify that the evaluations andior designs contained herein were conducted in accordance with the Sewage Handling and Disposal Regulations (l2 VAC5-610). the Private Well Regulations t 12 VAC5-630) and all other applicable laws, regulations and policies implemented by the Virginia Department of1Tealth. 1 titrther 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 liccnsure to perform the work contained herein. Y r The work attached to this cover nape has been conducted under an exemption to the practice uf eneineerm$2, specifically the exemption in Code of Virginia Section 54.1 - 402.11 1 recommend that a (select one): construction permit[ certification letter[ subdivision approval he (select one) issued dent OSE Signature � � per Date 'K /3 11 BLUE RIDGE ' 61101 SOIL CONSULTING, INC. Page �s'of Soil and Water Professionals Serving Central Virginia P.O. Box 418 • Ruckersville,VA 22968 • Phone: (434) 985 -2780 • Fax: (434) 990 -8367 www.blueridgesoil.com Soil Evaluation Report Proposed Division of Tax Map 20 -16 Albemarle County, VA Owners: Janice Jaeger, 1lelen l.ysy. & Phyllis Haney Phone: (804) 264 -2228 lvlailing Address: 13524 Queensgate Road Phone: Midlothian VA, 231 14 Fax: Agent: 1 _ Phone: I Mailing Address: Phone: i Fax: Site Address: Email: T` Directions to Property: { East side of Rt. 743. just north of Advance Mills bridge. Subdivision Section: 4 1 it w T 1 K Identification: � 4 ;1 �a Soil Information Summary 1. Position in landscape satisfactory? Yes ® No ❑ Describe: Sicleslope 2. Slope 16 °o 3. Depth to Rock or impervious strata: Max. 60 "- Min. 44" (40" in Reserve ONLY) 4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes ID Texture group 1 ❑ I1 ❑ I11 ® IV ❑ 6. Soil percolation rate estimated? Estimated rate 65 min/inch at site designated on site sketch, No ❑ (85 in Reserve ONLY) 7. Permeability test performed Yes ❑ No I4 I � I f yes. note type of test performed and attach Page % of +1� Soil Profile Descriptions fax Map # 20 -16, Lot 1 Albemarle County. VA Auger Depth Horizon Material Description Soil Boring (in) "Texture Group 0 -5 , A 7.5 YR 4/6 strong brown, light clay loam 3 Reserve 5 -23 Bt 2.5 YR 3/6 dark red clay loam, medium to heavy, with 2.5 3 YR 6/8 light red mottles 23 -45 Ct 10 R 5/8 red sandy clay loam to loam saprolite with mottles 2 of 10 R 6/8 light red; auger refusal at 45" 2 0 -9 Ap 5YR 4/6 yellowish red, light clay loam 3 Reserve 19 -20 Bt 2.5 YR 3/6 dark red clay loam, medium to heavy, with 2.5 3 YR 6/8 light red mottles 20 -40 BCt 2.5 YR 3/6 dark red, sandy clay loam. with 2.5 YR 6/8 light 2 red mottles; auger refusal at 40" 3 0 -8 Ap 7.5 YR 4/6 strong brown, light clay loam 3 Primary 8 -32 Bt 2.5 YR 4/8 red, light to medium clay loam 3 37 -44 Ct 5 YR 5/8 yellowish red sandy clay loam to loam saprolite, 2 friable; auger refusal at 44" 4 0 -9 _ Ap 7.5 YR 4/6 strong brown, light clay loam 3 Primary 9 -36 Bt 2.5 YR 4/8 red, light to medium clay loam 3 36 -60 BCt 5 YR 5/8 yellowish red sandy clay loam to loam saprolite, 2 friable, with mottles of 5 YR 6/8 reddish yellow; micaceous; texture lightens with depth 5 0 -7 Ap 5YR 4/6 yellowish red, light clay loam 3 Primary 7 -30 Bt - 2.5 YR 4/8 red, light to medium clay loam 3 30 -60 Ct 5 YR 5/8 yellowish red, loam saprolite, friable. with mottles 7 of 5 YR 6/8 reddish yellow; micaceous ' Page rof SITE SKETCH SHOWING PROPOSED PRIMARY Or AND RESERVE SEPTIC, TAX MAP # 20 -16, LOT 1 1, ALBEMARLE COUNTY, VA N6' og °qe ..9 NO OTHELSEP * I .I + LLS, EXISTING OR PRO OSED, . t .c C) ��'{ ,p e �, 0.- WERE 1DEjj�� WITHIN200FEET. N Ge 5 � \. O � g b'' ‘ 10 - �q 4 Q 6 � 2 � N84 ° 0 7" I� " � � F F J a�� ° � a o �� 0 2 � „ E 5.7 0 \ < ,.. _ _ _ ___.4 \`� C o`' -j0 0 0 ° ° d N' 31 13 R w N (op.:( t °J 6\e * 121 � k. 2� „ \4z4 r o eRo (60Q „� Feet �, ` o \'� o O ` o > e c\ )(J 1 ;6- 1- k � . R d `�, Q — . _ ..f. - p g e yye �� � o RO '„ R PRIM � � f % N ' i . Q �C , ti 1 , 0 5 BL DG. � , a ; .. , ' . • 1 r ° 2 S ' " ° a e O - s . 3C t SITE ti :' ` .'tt •� p �j ©� cli Nn ° O ; _ r. _.. rt ��l�A' Jul z, * ` S O I. °' ,• 1.,,,.______------- . 531'26-.' `\ ck fL � � � � w o de P} 82 ° 0� �� Q oc dC \ Q i � � �� , ID N . 6 t 5°` 0_ J �-'., � 0 0 er ° pc ( Yee • 0 1 P • •,„...... i' --7 a: 14 ° \ � e . ( < \ e ° 50, c es e\ . .,. % *.. d p i,,T1Y Q , - F, ° e � A ` � `L P . , ,^, • �? �, r -1, ` 'r c O 6 11oao' Ei = . ! r;/ f ! s fie\ °c\ P� 6 `t % ,,'Y D • ` .�`oa �, -.. E 589'11'18 "E 6 ?6.29 e ? 1 .0:>- ';'( \N's f -, 'c e "� ..,-\ / .#0 rr -a+ - 4-- c{ 0. Y; ■ °C SCALE: 1" = 200' LEGEND TD GE�� --, OO Auger Boring SOIL CONSULTING, INC. N ; • Drainfield/Reserve Corner Stake 3C AUTHORIZED ONSITE SOIL EVALUATORS AOSEs) t9 Proposed 3C Well P.O. Box 418 Ruckersvihe, VA 22968 ;434)985 -2780 Page5of Abbreviated Design Form Tax Map # 20 -16. Lot 1 Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate (minutes per inch) 65 (a), 26" (DEEPER INSTALL AND BETTER PERCOLATION RATE MAY BE POSSIBLE WITH BACKHOE) B. Trench bottom square feet 496 Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms 4 Area Calculations D. Length of trench (ft.) 100 E. Length of available area (ft.) 105 -106 F. Width of trench (ft.) 3 G. Number of trenches 7 II. Center -to- center spacing (ft.) 10 I. Width required (ft.) 103 (Including reserve) J. Width of available area (ft.) 109 -129 K. Total square footage required 1984 L. Square Footage in design 2100 M. Is a reserve area required? Yes (see next page) Page/of ) Abbreviated Design Form Tax Map # 20 -16, Lot 1 Albemarle County, VA RESERVE DRAINFIELD TL -3 EFFLUENT TO TRENCHES Design Basis A. Estimated Percolation Rate 85* (a 22" (DEEPER INSTALL AND BETTER PERCOLATION RATE MAY BE POSSIBLE WITII BACKHOE REVIEW) B. Trench bottom square feet 288.5 (150GPD /0.52GPD PER SQ. FT.) Required per bedroom Based on _Gravity LPD x Other: * *1'L -3 EFFLUENT TO GRAVITY -DOSED TRENCHES, PER 12 VAC 5- 613 -10, REGULATIONS FOR ALTER.NAT I1'7 ONSITE SEWAGE SYSTEMS. AND GMP 147. C. Number of bedrooms 4 Area Calculations D. Length of trench (ft.) 100 E. Length of available area (ft.) 105 -106 F. Width of trench (ft.) 3 G. Number of trenches 4 H. Center -to- center spacing (ft.) 10 1. Width required (ft.) 103 (Including primary) J. Width of available area (ft.) 109 -129 K. Total square footage required 1154 L. Square footage in design 1200 *HIGHER PERCOLATION RATE BASED ON HEAVIER' TEXTURE OF Bt HORIZON ENCOUNTERED IN RESERVE ONLY. * *NOTE: LOADING RATE IS FROM GMP 147. AND IS REDUCED FROM WHAT IS ALLOWED BY THE ALTERNATIVE SEWAGE REGULATIONS, PER SECTION 12 VAC 5-613 - 1 Oe. SLU RID GE Page — / of SOIL CONSULTING, IN A._ - H' , Flzt _ _ , ,� t : E ,, f _ OSE/PE Report for: pc, E'-,.: elk Ri.ck)rsvii-. VA 434, x_11; Construction Permit + Certification Letter ( ( Subdivision Approval Property Location: 911 Address: City: Lot 2 Section Subdivision GPIN or Tax htap ;'i 20 -16 Health Dept ID # Latitude Longitude i - — Applicant or Client Mailing Address: Name: Janice Jaeger, Helen Lysy, & Phyllis Haney Street: 13524 Queensgate Road City: Midlothian State VA Zip Code 23114 Prepared by: OSE Name Tom Hogge License N 1940- 001091 Address PO Box 418 City Ruckersville, VA 22968 State V Zip Code 22968 PE Name: License # Address City State Zip Code Date of Report May 7, 2013 Date of Revision #1 OSE/PE Job # Date of Revision #2 Contents /Index of this report (e.g.. Site [valuation Summa oil P. D 1 -Cover 5 6 :;..b 411, D ' ign 2- Client/Soil Summary 3 - Soil Profile Descriptions , 4 -Site Sketch Certification Statement f beret)} certify that the evaluations andior designs contained herein vi ere conducted in accordance with the Sewage Handling and Disposal Regulations 112 VAC5-610), the Private Well Regulations (12 VACS -6. 0) and all other applicable laws, regulations and policies implemented by the Virginia Department of Health. 1 further certify that 1 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): construction permit❑ certification letter[ subdivision approval C be (select one) issuedn denie OSE/PE Signature /' ;WI ° / %'- 5 1 Date - BLUE RIDGE - - SOIL CONSULTING, INC. Pageo2of‘-, Soil and Water Professionals Serving Central Virginia P.O. Box 418 • Ruckersville,VA 22968 • Phone: (434) 985 -2780 • Fax: (434) 990 -8367 www.blueridgesoil.com f 4 'it 'fgr� YMi Li ti �,e�. t f } ` r � Soil Evaluation Report Proposed Division of Tax Map 20 -16 Albemarle County, VA Owners: Janice Jaeger, Helen Lysy, & Phyllis Haney Phone: (804) 264 -2228 Mailing Address: F 13524 Queensgate Road Phone: — — ----- - - - - -- Midlothian VA. 23114 Fax: Agent: _ -- Phone: Mailing Address: Phone: Fax: Site Address: - - -- --- - - - -- � l Email: 1 _ Directions to Propert) : East side of Rt. 74 3, just north of Advance Mills bridge. i_ Subdivision: { Section: ' - Block: ; - Lot: 2 Tax Map: 20 -16 Other Property - Residue Dimension/Acreage 33162 j Identification: of Property: , Acres 1 Soil Information Summary 1. Position in landscape satisfactory? Yes ID No ❑ Describe: Sidesiope 2. Slope 19% 3. Depth to Rock or impervious strata: Max. 60 Min. 44" ( 17" in Reserve ONLY) 4. Depth to seasonal water table (gray mottling or gray color): No E Yes ❑ inches 5. Free water present: No ® Yes ❑ range in inches Yes ❑ Texture Group 1 ❑ 11 ❑ 111 Z IV ❑ 6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch at site designated on site sketch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Page3o Soil Profile Descriptions Tax Map # 20 -16, Lot 2 Albemarle County. VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0 -5 A 7.5 YR 4/6 strong brown loam 2 Reserve 5 -17 j CBt 7.5 YR 4/6 strong brown loam saprolite. variegated with 10 2 YR 7/6 yellow and 10 YR 4/2 dark grayish brown from parent; auger refusal at 17" 2 0 -7 Ap 7.5 YR 4/6 strong brown loam 1 2 Reserve 7 -30 Bt 5 YR 4/6 yellowish red. micaceous clay loam _ 3 30 -38 Ct 5 YR 5/8 yellowish red, sandy clay loam to loam saprolite; 2 friable, abundant mica; auger refusal at 38" 3 0 -12 Ap 5 YR 4/6 yellowish red sandy clay loam 2 p Y Y Y Primary 12 -23 Bt 5 YR 5/8 yellowish red, micaceous clay loam 3 2 3 -38 Ct 5 YR 5/8 yellowish red, friable. micaceous loam saprolite, 2 with 7.5 YR 5/8 strong brown 38 -60 Ct, 7.5 YR 6/8 reddish yellow, micaceous, friable loam 2 saprolite 4 0 -8 Ap 7.5 YR 4/6 strong brown loam _ 2 Primary 8 -24 Bt 5 YR 4/6 yellowish red, micaceous clay loam 3 _ 24 -36 Ct, 7.5 YR 4/6 strong brown loam saprolite, variegated with 10 2 YR 7/6 yellow and 10 YR 4/2 dark grayish brown from parent 36 -44 Ct2 7.5 YR 5/8 strong brown sandy loam saprolite. variegated 2 with 7.5 YR 6/8 reddish yellow and 10 YR 7/4 very pale brown; auger refusal at 44" 5 0 -7 Ap ! 7.5 YR 4/6 strong brown loam Primary 7 -18 Bt ± 5 YR 4/6 yellowish red, micaceous clay loam 3 18 -30 CBt 5 YR 5/8 yellowish red, friable. micaceous sandy clay loam 2 saprolite. with 7.5 YR 5/8 strong brown 30 -60 C 10 YR 5/4 yellowish brown, friable. micaceous loam 2 Laprolite. with 10 YR 7/4 very pale brown nt � �/ \ ('\2\ \ 1 ..�dt Page 1 of SITE SKETCH SHOWING PROPOSED PRIMARY AND RESERVE SEPTIC TAX MAP # 2046 LOT 2 ALBEMARLE CO 41 V A c h, . srni1en OC " 1... y, ER SEPTI w J6 . I' . �t P OSE '� ��, N �3 °4 � ° �01} EIDENTIFIE irpIIMIN2� FE, \ E{, a_� __ -_:�- • o [}SA 'c C ° \ 4 ee \ - .. cn � \\ p� Q • t 50.0' D o ti SO,' e s \ 9 C. IF J °� 2 d 2 if o PROP. 2 6 Ot o < r ) , S i ° o BLDG � „ C) � '''' n , �, • ,3C "' SITE i ; ' n it ' j ` / 0) 0 ©4 N \ \-- �1 13 E 9 c L . �. r; � f« � � . ° _ ' F,. 7 D3. 3. A \• t g � N82'02' ��� 531 ` 26 _ \ R`�Q c\e\d oo 0 1E � \ a t \ n J e e P MARY a �\ ��o \t`e o • s 4 e5 RESERVE Nk. ,.. r 2 \ V"‹ 0 -eCC‘C) b ki ' S o e 2 P ee �. --i \ ° �2 .5P te Q S\ f \-- .. 0e Se 0 00 ro fi IA . � � 0 � 79:1 ' 676.29 Qt Q � in / ! X � \e \ ,, ,� + 1e�ses, ,,� P o-t • f a \� .•'� ��ALT � ° tie � e� s ' pt F \ , , ".r s ." ` - C- 4 ' . r ' ;> oQ MARS !. '.' i','� . 7 , or MARSH R J e � Q 0 0\ 9 • . # J 94Wfl 1�� %% .5 )k. • /7/ ..... -, t ■ SCALE: 1" = 200' E . LEGEND BLUE RIDG _ z Qt ■ 00 r a Auger Boring SOIL CONSULTING, INC. `° I N V • D rainfield/Reserve Corner Stake 3C AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) l� Proposed 3C Well P0. Box 41$ Ruckersville, VA 2296$ (434)985 �� L _� ;�`i \ N..4' -. ;` Pageiof Abbreviated Design Form Tax Map # 20 -16, Lot 2 Albemarle County. VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate 55 ('& 24 (minutes per inch) B. Trench bottom square feet 412 Required per bedroom (from "fable 5.4) based on (X) Gravity LPD other C. Number of bedrooms 4 Area Calculations D. Length of trench (ft.) 100 E. Length of available area (ft.) 103 F. Width of trench (ft.) 3 G. Number of trenches 6 1 I. Center -to- center spacing (ft.) 10 I. Width required (ft.) 87 (Including reserve) J. Width of available area (ft.) 129 -130 K. Total square footage required 1648 L. Square Footage in design 1800 M. Is a reserve area required? Yes (see next page) Pagei f Abbreviated Design Form Tax Map # 20 -16, Lot 2 Albemarle County, VA RESERVE DRAINFIELD TL -3 EFFLUENT TO DRIP DISPERSAL Design Basis A. Estimated Percolation Rate 55. 5 "* B. Square footage 556 (150GPD/0.81 GPD PER SQ. FT. X 3) Required per bedroom Based on __Gravity _ LPD x Other: TL -3 EFFLUENT TO DRIP DISPERSAL, PER 12 VAC 5- 613 -10, REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS AND GMP 147. 107. C. Number of bedrooms 4 Area Calculations D. Length of lines (ft.) 85 E. Length of available area (ft.) 85 -90 F. Width of trench (ft.) n/a G. Number of lines 16 H. Center -to- center spacing (ft.) 2 1. Width required (ft.) 87 (Including primary) .1. Width of available area (ft.) 129 -130 K. Slope Increase Factor ( %) 17 L. Total square footage required 2602 (556 ft'(BR x 4BR + 17 %) M. Square footage in design 2890 NOTE: DESIGN IS BASED PRIMARILY UPON GMP 147 & 107, AND IS WELL WITHIN GUIDE LINES OF 12 VAC 5 - 613 - 10. REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS. THERE. IS ROOM ELSEWIIERE ON THE LOT TO GET A CONVENTIONAL RESERVE. IF SOILS ARE SUITABLE. *MINIMUM OF 8 INCHES OF CLEAN FILL TO BE PLACED OVER FINISHED DRIP FIELD. 1mi Or "IOW BLUE RIDGE 4 .. Pa Ire / o SOIL CONSULTING, INC. OSE/PE Report for: Construction Permit fl Certification Letter 1 1 Subdivision Approval • Property Location: 911 Address: City; Lot 3 - Section Subdivision — - GPIN or Tax Map # 206 Health Dept ID Latitude Longitude Applicant or Client Mailing Address: Name Janice Jaeger, Helen Lysy, & Phyllis Haney Street: 13524 Queensgate Road --- city: Midlothian State VA Zip Code _ 23114 r — Prepared by: Tom Hogge OSE Name 44, Address PO Box 418 ' 11 11 111111 1 Ilr ti ?TT . i7p.* P. 'VW. ty , Ruckersyille, VA 22968 Stat Zip Code 22968 PE Naine: License # Address ,- CI ty State _ Zip Code _ Date of Report May 7, 2013 Date of Revision #1 - OSEPE Job # Date of Revision 42 Contents/Index of this report (e.g.. Site fvaluation Summar), Profile Descriptions. Site Sketch. Abbreviated Design. etc.) 1-Cover 5-Abbreviated Design — _ 2-Client/Soil Summary 3-Soil Profile Descriptions 4-Site Sketch Certification Statement I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage I fondling and Disposal Regulations (12 VAL5-610). the Prix ate Well Regulations 112 VAC5-630) and all other applicable laws. regulations and policies implemented by the Virginia Department of Health. 1 further certift that 1 currently possess any professional license required by the laws and regulations attic Commonwealth that have been duly issued b) thc applicable agency charged with licensure to perform the work contained herein. 1 Thc work attached to this cover nage has been conducted under an exemption to the practice of enginecriim, specifically the exemption in Code of Virginia Section 54.1-40211 recommend that a (select one): construction permit[ certification letterE subdivision approval V be (select one) issued IN denies C OSEPE Signature _ Date ?sr am.41111■"'"■1■111111111 11111111" BLUE RIDGE -111111111111 SOIL CONSULTING, INC. Pag4.-6f5 Soil and Water Professionals Serving Central Virginia P.O. Box 4 I 8 • Ruckersville,VA 22968 • Phone: (434) 985-2780 • Fax: (434) 990-8367 www.blueridgesoil.com ri L ics, ; , :. . ,4,,. '''''..:,., f ''''',: , '-. : ,fP?N 3 ,,,,.,,,, v ‘,.4„,:;,, ..L.„,.i A .., : i.: q .' L . 4 ,,, f-A , ri , ..: !, i. VO 6 , ;,. -.- .,-„ , N Soil Evaluation Report Proposed Division of Tax Map 20-16 Albemarle County, VA Owners: Janice Jaeger. Helen Lys■, & Phyllis Haney i Phone: (804)264-2228 Mailing Address: 13524 Queensgate Road i Phone: 1 Midlothian VA. 23114 I Fax: Agent: I Phone: Mailiiv Address: Phone: I ________ Fax: Site Address: 1 __ ------n-Th7 _L___ , ! , Directions to Property: I East side of Rt. 743. just north of Advance Mills bridge. 1 Subdivision: 1 i Section: 1 - i Block: - TLot: 1 3 Tax Map: 20-16 I Other Property 1 1 Dimension/Acreage 1 31.000 Acres 1 1 1 Identification: 1 of Property: 1 i L Soil Information Summary 1. Position in landscape satisfactory? Yes Z No 0 Describe: Sideslopc 2. Slope 7q6 3. Depth to Rock or impervious strata: Max. 74 Min. 50" 4. Depth to seasonal water table (gray mottling or gray color): No El Yes ri Inches 5. Free water present: No E Yes D range in inches Yes Ei Texture Group 1 El TI L] Ill Tv D 6. Soil percolation rate estimated? No 1 ,1 1 , 1 Estimated rate 60 min/inch at site designated on site sketch 7, Permeability test performed Yes E.1 No Z if \ es. note type of lest performed and attach Page,of - Soil Profile Descriptions Tax Map 4 20 -16, Lot 3 Albemarle County. \JA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 0 -5 A 10 YR 4/3 brown loam 2 5 -42 Bt 2.5 YR 4/8 red. micaceous clay loam 3 42 -53 CBt 5 YR 5/8 yellowish red, friable sandy clay loam 2 53 -74 Ct 7.5 YR 5/8 strong brown, friable, micaceous loam 2 0 -5 A 7.5 YR 4/6 strong brown loam 2 5 -32 Bt 5 YR 4/6 yellowish red clay loam 3 { 32 -60 Ct 5 YR 5/8 yellowish red, micaceous sandy clay loam to loam 1 2 saprolite — { 3 0 -6 Ap 7_5 YR 4/4 brown loam 2 6 -22 Bt 7.5 YR 4/6 strong brown clay loam with 5 YR 5/8 yellowish 3 { _ red mottles 22 -50 Ct 7.5 YR 5/8 strong brown, friable loam to sandy loam 2 saprolite, variegated with 7.5 YR 6/8 reddish yellow, 10 YR 8/1 white, and 10 YR 5/1 gray (all lithichromic); auger I refusal at 50" _ , L3 3 ' 0/1101 Page V of 5 7 " -.. , SITE SKETCH SHOWING PROPOSED PRIMARY „0 AND RESERVE SEPTIC TAX MAP # 20-16 LOT 3 ALBEMARLE COUNTY VA vs---- e‘‘ - F,c' J-' r) '' ' . C; C .,."•• II:\ ' . 1 ) S • ,' 0 " ; ' 0.74 \ `itl • . , 0 , •-;.., ' . ' '' : • ' - 6, Se CY" 5 )4C' S89'11'18"E 676 29 ... ..4.j . .7 V pec' s e • e\ - f .::". • / .. -.t-- \( \o\> 0' , r ,a )24 4 il, i ',. , , ....i. 4-0* „.. ,c. c"I-• dr i n •e• N O/1 c"- L ''''' 1 ‘-- ? ".... '-•••., ' °•,,„, NN4\(:)--- . \.:2:1\-:::, ' '.."- • 0.... yt MARSH RUN — , ..° ,...,-- , ts iii '/ 1 " -)--:---- Ai '< ° - • . -5 cP , ' .:': t e'l o\e C7K etc` • ,-----------____ 1 NO OTHER SEPTICS OR WEL4S, EXISTING OR PROPOSED, WERE IDENTIFIED WITHIN 240 FEET. OD‘' sek' \ ■ l 0 61 Ca ,s• .. 0,..•••■„, c DK ,4 1 v ... : . _ • Lt ° , 4 sl - S %. 77 c„.3,.. ,... ›, .......„ ,...,..., ,,, • • ...: \, c-P K es - . -,,, s of eet.140- -,..„ , ... SCALE: 1" = 200' LEGEND .r3L,-*°.1711[;64 ............., (3 Auger Boring SOIL CONSULTING, INC, air I N ir • Drainfield/Reserve Corner Stake AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) 6 C Proposed 3C Well pa Box 418 Ruckersville, VA 22968 ( 98 5 - 2780 ' 1 .' r - _ --- Page5of 5 Abbreviated Design Form Tax Map # 20 -16. Lot 3 Albemarle County, VA RESERVE DRAINFIELD FOR EXISTING DWELLING Design Basis A. Estimated Percolation Rate 60 (i 3T' (minutes per inch) B. Trench bottom square feet 452 Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms 5 Area Calculations D. Length of trench (ft.) 80 E. Length of available area (ft.) 83 -85 F. Width of trench (ft.) 3 G. Number of trenches 10 H. Center -to- center spacing (ft.) 9 I. Width required (ft.) 84 .1. Width of available area (ft.) 91 -93 K. Total square footage required 2260 L. Square Footage in design 2400 NOTE: 5BR DESIGN IS BASED ON AREA AVAILABLE IN FOOTPRINT- NOT ACTUAL BEDROOMS IN THE DWELLING: 5BR DESIGN MAY NOT BE NECESSARY WHEN RESERVE IS NEEDED. "OW ■Roso Page / of O SOIL CONSULTING, INC. A _ H:ALI ■Ai■ OSE/PE Report for: 2/;:, Construction Permit Certification Letter Subdivision Approval 1 Property Location: 911 Address: City: Lot 4 Section Subdivision GPIN or Fax Map 4 20-16 Health Dept ID 4 Latitude Longitude Applicant or Client Mailing Address: Name: Janice Jaeger, Helen Lysy, & Phyllis Haney Street: 13524 Queensgate Road Ci Midlothian Irak, 23114 -;A■ 4.1smar if ; fr p viT 1 4 Prepared hy: - 4,4 Tom Hogge 1940-001091 OSE Name License 4 Address PO Box 418 city Ruckersville, VA 22968 State VA Zip Code 22968 PE Name: License 4 Address City State Zip Code Date of Report May 7, 2013 Date of Revision 41 OSE'PE Job 4 Date of Revision 42 Contents/Index of this report (e.g . Site 1:valuation Summary, Soil Profile Descriptions, Site Sketch, Abbreviated Design, etc.) 1-Cover 5,6-Abbreviated Design 2-Client/Soil Summary 3-Soil Profile Descriptions 4-Site Sketch 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 VAC5-630) and all other applicable laws. regulations and policies implemented by the Virginia Department of Itealth. 1 further certify that 1 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 pertbrin the work contained herein. 1 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 1 recommend that a (select one): construction permit" certification letter0 subdivision approval 1N be (select one) issued si denies IS '7,X3 ..- OSE/PE Signature AT.fainkshs Date 1 •110M1111■ 1 " -- ■111■ 1 "" BLUE RIDGE7. SOIL CONSULTING, INC. Page4)f soil and Water Professionals Serving Central Virginia P.O. Box 418 • Ruckersville,VA 22968 • Phone: (434) 985-2780 • Fax: (434) 990-8367 www.blueridgesoil.com e:' to , p. , c i't,„ ,-..",.,: ,C ' - , Th )..., ,: i l k r , ..,, '' ,. .., - . .S.;-'''A '. ).$ 1, :',. q 0. p. --- 4 1 \ .,. : ,. ; !.i , , 4 , g 1.., .: ,.-..,.. -. .4 ':.. , ,I4' ,., ' Soil Evaluation Report Proposed Division of Tax Map 20-16 Albemarle County, VA Owners: Janice Jaeger, Helen Lys). & Phyllis llaney Phone: (804) 264-2228 I Mailing Address: 13524 Queensgate Road Phone: Midlothian VA, 23114 Fax: Aaent Phone: ' Mailing Address: Phone: : Fax: Site Address: --I Email: : — , Directions to Property: I East side of Rt. 743, just north of Advance Mills bridge. i 1 I _Subdivision: 1 Section: 1 - 1 Block: - Lot: 1 4 i Tax Map: 1 20-16 f Other Property 1 - Dimension/Acreage 1 27.000 Acres , 1 ; Identification: 1 t of Property: r Soil Information Summary 1. Position in landscape satisfactory? Yes Z No El ' Describe: Sideslope 2. Slope 9. 3. Depth to Rock or impervious strata: Max. 72 Min. 54" (25" in Reserve ONLY) ■ 4. Depth to seasonal water table (gray mottling or gray color): No El Yes 0 inches 5. Free water present: No El Yes 1:1 range in inches Yes Z Texture Group 1 Ill 11 0 111 Z iv 0 ' 6. Soil percolation rate estimated? No E Estimated rate 55 min/inch at site designated on site sketch 7. Permeability test performed Yes El No 12] If yes, note type of test performed and attach Page of k:' Soil Profile Descriptions Tax Map # 20 -16, Lot 4 Albemarle County, VA Auger Depth Horizon Material Description Soil Boring (in) Texture Group 1 j 0 -7 _ Ap 10 YR 4/3 brown loam Primary 7 -26 Bt 5 YR 4/6 yellowish red clay loam 3 26 -46 Bt, 2.5 YR 4/8 red, light clay loam; common fine mica 3 46 -60 Ct 5 YR 5/8 yellowish red, sandy clay loam to loam saprolite: 2 friable, micaceous, 1 f 0 -5 A 7.5 YR 4/6 strong brown, light clay loam 3 Primary j 5 -22 _ Bt 5 YR 4/6 yellowish red, micaceous clay loam; heavy 3 22 -39 CBt 5 YR 4/6 yellowish red sandy clay loam, variegated with 5 7 YR 7/8 reddish yellow and 7.5 YR 4/3 brown 39 -72 Ct 5 YR 5/8 yellowish red, friable sandy loam saprolite, with 2 10 YR 4/3 brown and 7.5 YR 7/4 pink 3 0 -6 Ap 7.5 YR 4/6 strong brown, light clay loam 2 Primary L 6 -24 Bt 2.5 YR 4/8 red, heavy clay loam I 3 24 -42 CBt 2.5 YR 4/8 red. light clay loam to sandy clay loam with 3/2 mottles of 10 YR 7/4 very pale brown 42-54 Ct 2.5 YR 4/8 red, loam saprolite, variegated with 7.5 YR 5/8 2 strong brown and 10 YR 7/4 very pale brown; auger refusal at 54 4 0 -8 Ap 10 YR 4/3 brown loam i 2 Reserve 8 -25 CBt 5 YR 4/6 yellowish red sandy clay loam, variegated with 5 2 YR 7/8 reddish yellow and 7.5 YR 4/3 brown; auger refusal at ?J1 ' 5 0 -5 A 7.5 YR 4/6 strong brown. light clay loam 3 Reserve 5 -26 Bt 5 YR 4/6 yellowish red clay loam 3 26 -40 CBt 5 YR 4/6 yellowish red, micaceous sandy clay loam 2 40 -60 Ct 5 YR 4/6 yellowish red, friable loam to sandy loam 2 1 saprolite; micaceous. variegated with 2.5 YR 4/8 red and 5 I YR 7/8 reddish yellow • (( v �• e '. \d '; �: 1'� 1.D.- .—\.e Noe L , , • e Page of SITE SKETCH SHOWING PROPOSED PRIMARY - AND RESERVE SEPTIC, TAX MAP # 20 -16, LOT 4 ALBEMARLE COUNTY, VA Cs /~� � �� ' y ` t . ms 4,,,..„40: . � � se d ci' N-, t 1 '1:. - .--. 9 J . �_ e' G rA � 75 L , ', ,, f k , , c� f Y> ! '`'" - , �Q ee n e. • 6p P� . '.q -ill , p"j pp r4 \l`ke ...c. . 2. .., �+ 5ed -5°'' tk //q '- _ - .J \ Ps -Ci ., tS `-, . li t, a r ,.•, f N 1 "_5\ 0 co ,_, : _ksjto , - .. ,-,..).- O h Q �f, e d � \ TO P° '' �� .. Gam ,, e 2 t os ,in Z` R , y ,,, , . - � 44 � aL .. co � p0 -e 60 2, .1 r` . , 4 • ••• ...sir.' '. > ' j er 5, V, \ '0 ° 51 \ °32 4 k-° .1 au ja 6� </ 4 °0 4 „W - - - N& NO O THE • S r g s OR . - . ! - STIN I , t PROPOSED, - , "7 WERE It... ► 1 HIN 200 FEET. (i , ■'' • i 1 4 SCALE: 1” = 200' LEGEND 1.1.°..."1:3LUE*R1116-14)4"G 0 Auger Boring SOIL CONSULTING, INC. l Ni . Drainfield/Reserve Corner Stake AUTHORIZED ONSITE SOIL EVALUATORS (AOSEs) s Proposed 3C Well P0. Box 418 Ruckersae VA 22968 (431) 485 - 2780 vvv. k 1 oo" Page of 6 Abbreviated Design Form Tax Map # 20 -16, Lot 4 Albemarle County, VA PRIMARY DRAINFIELD Design Basis A. Estimated Percolation Rate 55 (ii) (minutes per inch) B. Trench bottom square feet 412 Required per bedroom (from Table 5.4) based on (X) Gravity LPD other C. Number of bedrooms 4 Area Calculations D. Length of trench (IL) 100 E. Length of available area (ft.) 104 -109 F. Width of trench (ft.) 3 G. Number of trenches 6 II. Center -to- center spacing (ft.) 9 I. Width required (ft.) 88 (Including reserve) J. Width of available area (ft.) 105 -124 K. Total square footage required 1648 L. Square Footage in design 1800 M. Is a reserve arca required? Yes (see next page) Pagetiof d Abbreviated Design Form Tax Map # 20 -16, Lot 4 Albemarle County. VA RESERVE DRAINFIELD TL -I EFFLUENT TO DRIP DISPERSAL Design Basis A. Estimated Percolation Rate 5.5 41. T'* 13. Square footage 927 (309 SQ. FT X 3) Required per bedroom from Table 5.4 Based on Gravity LPD x Other: *TL -1 EFFLUENT TO DRIP DISPERSAL. PER GMP 107. C. Number of bedrooms 4 Area Calculations D. Length of lines (ft.) 100 E. Length of available area (ft.) 104 -109 F. Width of trench (ft.) n/a G. Number of lines 19 H. Center -to- center spacing (ft.) 2 I. Width required (ft.) 88 (Including primary) J. Width of available area (ft.) 105 -124 K. Slope hicrease Factor ( %) N/A L. Total square footage required 3708 (927 ft /BR X 4BR) M. Square footage in design 4,000 NOTE: DESIGN IS BASED PRIMARILY UPON GMP 107, AND IS WELL WITHIN GUIDELINES OF 12 VAC 5 - 613 - 10. REGULATIONS FOR ALTERNATIVE ONSITE SEWAGE SYSTEMS THERE IS ROOM ELSEWHERE ON THE LOT TO GET A CONVENTIONAL RESERVE. IF SOILS ARE SUITABLE. *MINIMUM OF 6 INCHES OF CLEAN FILL T() BE PLACED OVER FINISHED DRIP FIELD.