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Home My WebLink AboutSUB202100037 Study 2020-09-18Page 1 of 6 OSEME Report For: Property Identification: 9l 1 Address: 2087 Saddle Hollow Rd. City: Crozet Lot: A Section: Subdivision: GPIN or Tax Map #: 39-17A Health Department lD#: Latitude: _ Longitude: or Client Maiiin2 Address: Name: Greg Baldwin, Core Real Estate Street: 600 E. Water St., Ste. H City: Charlottesville State: VA Zip Code: 22902 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: 9/ 1 S/20 Date of Revision 1: OSE/PE Job Number: Date of Revision 2: 5. 1 " = 100' Draintield detail with Sanitary Survey _ 6. Subdivision 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 (I2V.105-613) 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.I I I recommend that a (select one): ❑ Construction Permit, ❑ Certification Letter, ® Subdivision Approval, ❑ Repair Permit, ❑ Voluntary Upgrade be (select one): 0 Issued ❑ Denied PE/OSE Signature:: Date: 9/18/20 Page 2 of 6 Commonwealth of Virginia VDH Use Only Health Department ID# Application for: ® Sewage Systam ElWater Supply (Due Date: Owner: Bucks Elbow Mountain LLC Phone: �434) 422-5050 ! i Mailing Address: 1 2112 Saddle Hollow Rd. _ 1...— , j Crozet, VA22932 ;Fax: __--_� Agent: _ i. kejR 4win, Core -Real Estate , Phone: (434) 422-5050 _ _ Mailing Address: 1600 E. Water St., Ste. H _ Phone: Charlottesville, VA 22902 _....-- Fax: Site Address: --------- _-- Email_:I sregAcoreeville.cont _ Directions to Property: east ofRt. 684, 20' north of Sealville Rd. Subdivision: Section: Block: Lot: A Tax Map: 39-17A Other Property Dimension/Acreage of Property: 2.00 Identification: Newage 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 constructionpennit (valid for 18 months) only when ready to build For New Construction: ❑ Certification Letter ❑ Construction Permit '® Subdivision Review For Existing Construction: ❑ Repair ❑ Modification ❑ 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 If yes, will there be fixtures in the Basement? ❑ Yes ❑ No Are any conditions proposed on this construction permit? ❑ Yes N No If yes, please check or describe all proposed Conditions that apply: ❑ Reduced Water Flow ❑ Limited Occupancy ❑ Intermittent or seasonal use ❑ 'temporary use. not to exceed I year ❑ Other (describe) Will the water supply be ❑ Public or ® Private Is the Water supply ® Existing or ❑ Proposed If proposed, is this a replacement Ns ell? ❑ Yes ® No Will the old well be abandoned ❑ Yes ❑ No Will any proposed or existing buildings within 50' of the proposed or existing water supply have termite treatment? ❑ Yes ® No Borate termiticide required All Applicants Is this an &OSEIPE application? iE Yes ❑ No If yes, is the AOSEIPE 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. VC kS !I Page 3 of 6 Soil Summary Report General Information Date: 5/15/19 & 7/10/19 Submitted to Albemarle County Health Department Applicant: Greg Baldwin, Core Real Estate Telephone: (434) 422-5050 Address: 600 E. Water St., Ste. H, Charlottesville, VA 22902 Owner: Bucks Elbow Mountain LLC Address: 2112 Saddle Hollow Rd., Crozet, VA 22932 Location: east of Rt. 684, 20' north of Sealville Rd. Tax Map: 39-17A Subdivision: Property Size: 2.00 ac. Section: Lot: A Soil Information Summary 1. Position in landscape satisfactory-? Yes ® No ❑ Describe: sideslope 2. Slope 17% 3. Depth to Rock or impervious strata: Max. Min. 60+ 4. Depth to seasonal water table (gray mottling or gray color): No ® Yes ❑ Inches 5. Free water present: No ® Yes ❑ range in inches Yes ® Texture Group I [III ❑ III ® IV [I6. Soil percolation rate estimated? No ❑ Estimated rate 55 min/inch 7. Permeability test performed Yes ❑ No If yes, note type of test performed and attach Drainfield to be placed at 36" depth at site designated on plat. ® Site Approved Reserve Drainfield requires a pretreatment unit capable of providing TL-3, and pressurized dispersal. ❑ 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 Page 4 of 6 TM 39-17A Saddle Hollow Road, Lot A Albemarle County, Virginia Soil Profile Hole Horizon Depth (in)(in)Grp Material Description Txtt + 1 Ap 0-3 �I 10yr3/3 dark brown Sandy Loam _ 2 I BtC 3-12 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, and common soft 10yr8/1 white, 17.5 r6/8 reddish yellow Sandy Loam saprolite 2 C/B 12-60 Soft Oyr8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite with thin 5yr5/6 I 2 Yellowish red Sandy.0 a Loam tongues 1 r3/3 dark brown San Loam ,- _ _ 2 1 BtC — .... C/B 3-12 1 5yr5/6 yellowish red Sandy Clay Loam and common soft l Oyr8/1 white, 7.5yr6/8 reddish I yellow Sandy Loam saprolite__-,-__ - - ---- - - ----- ----- --- ( 12-60 60 I Soft10}�r8/1 white, 7.5yr6/8 reddish yellow Sandy Loam saprolite with thin 5yr5(6 yellowish red Sandy__Clay Loam tongues 2 2 3 A i 0-6 1 10yr3/3 dark brown Sandy Loam Pit !_ E 'i 6-13 I Oyr6/3 light yellowish brown Sandy Loam 2 BtC 13-60 _ _ _ 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK with common soft 10yr8/1 white, l 7 Ovr2l1 black Sandy Loam saprolite and granitic fragments 2 _ _ ( Ap 0-8 �_ ( (Pit) ; E i 8-20 I .1_0yr3/3 dark brown Sandy Loatn ... Oyr6/3 li t ellowi_sh brown Sandy Loam 2 F BtCl BtC2 , _1 —_ 20-31 1 7.5yr6/6 reddish yellow Clay Loam, weak fine SBK, with common soft 10yr8/1 white, IOyr2/1 black Sandy Loam saprolite and granitic fragments 31-60 1 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, with common soft 10yr8/1 white, I pyr2/1 black Sandy Loam saprolite and granitic fragments 3 2 j I 5 Ap 0-4 1 10 3/3 dark brown Sandy Loam 2 1 (Pit) B 4-17 _ 7.5 r5/4 brown Sandy Clay Loam weak granular 2 1 BtC 117-60 5yr5/6 yellowish red Sandy Clay Loam, weak fine SBK, and common soft 10yr8/1 white, 7.5yr6/8 reddish yellow. Sandy Loam saprolite _ 2_ Design Basis for Primary Drainfield A. Estimated Percolation Rate B. 'french bottom square feet required per bedroom C. Number of bedrooms Area Calculations for Primary Drainfield A. Length of trench (R) B Length of available area (fL) C. Width of trench (ft.) D. Number of trenches E. Center -to -center spacing (fL) F. Width required (ft.) G. Width of available area (ft.) H. Total square footage required L Square footage in design J. Is a reserve area required? 55 @ 36' 412 - 25%= 309 using EZflow 1203FI 3 60 60+ 3 6 9 48 1236 - 25%= 927 using EZflow 1203H 1080 Yes, 100% Reserve Area provided, see below Design Basis for Reserve Area A. Estimated Percolation Rate B. Effluent loading rate from Table 1 of 12 VAC 5-613 C. Gallons per day (Number of bedrooms X 150 gpd/bedroom), Area Calculations for Drip Dispersal Reserve Area A. Length of run (ft.) B Length of available area (ft.) C. Width of available area (ft.) D. Total footprint required for drip dispersal (450gpd / 0.30gpd/sf), as per 12 VAC 5-613) E. Square footage provided 55 @ 0-36 in. 0.30 gpd/sf 450 70 70 28 1500 1960 Page 5 of 6 l/ v cxl W o O � Fvv z oot / -Wall � w O q — M z z zT 5 ll^i� 'yQ O9 ti G 6of6 IRON SET + \oPROPOSE'D 1 ; '�\nLL \ (DIB tic �ae YbHn � IRON IRON N4 2649i "N' ) 6.49' I 128.71' LOT B 433 ACRES N69^O(rQVE 120.W i (ROV S22 �2733"F, TOTAL `c IRON 51,T KEIi' ` AI 20.00' LP, ` `v LOT (0.33 ACRE,V S�Qpv f=i9`50'2393- 1. - 21.90' T-:L67 C c53- sra6"w TIELINE `� NI I°4P28"E 219.5: TRON. SET AT25M EHIST6�:P 1i, 1' �c �DRALWIII UNKNOV, N I 'POLE / 7\ POLE (1b% ACRES) i n8+aiuo � 'zo POLE �. MILES TO / i i SFALS'71.{.P STRT.799 �: ` (RA1I.ROAD AVE) / "�.-- PIPEFOIINI) AT 25.OT i i L Sil43.77'"W 3.77' 22-06'00' i-317.48' 1. -122A6' T-6?AO' C-121.7V CR-S52"a4'4VW LOT A 2.00 ACRES TOTAL A 40.54'