HomeMy WebLinkAboutSUB200000152 Assessment - Environmental 2000-08-10 Aug 10 00 03: 09p a scott ward realty (8041286-3554 p. 1
A. SCOYF WARD REALTY, INC
460 VALLEY STREET
PO BOX 460
SCOTTSVILLE, VA 24 590
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REAL ESTATE PHONE # (804) 286-2022
FAX PHONE # (804) 286-3554
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Soil Summary Report
General Information
Date: April 6, 2000 Submitted to Albemarle County Health Department
Applicant. Philip R. Krauth Telephone No. 336-855-8211
Address. 5811 Billet Road Oak Ridge,North Carolina 27310
Owner: Same as applicant Address: Same as applicant
Location. West side of Rt. 845, .3 mile South of Rt. 726
Tax Map 136-50-17 Subdivision-Totier Creek Block/Section-N/A Lot-#17
Soil lmfonmatiuu Sunmmary
1. Position in landscape satisfactory Yes-X No-
2. Slope: 6%
3. Depth to rock or impervious strata: Max.- Min.- None-X
4. Depth to seasonal water table(gray mottling or gray color) No-X Yes-inches
5. Free water present No-X Yes- range in inches
6. Soil percolation estimated Yes-X Texture Group I II III IV
No- Estimated Rate-60 min/inch
7. Permeability test performed Yes- If yes, note type of test performed and attach
,No-X
Site Approved-X Drainfield to be placed at 42 inch depth at site designated on permit, plat or drawing
Site Disapproved-
Reasons for rejection
1. Position in landscape subject to flooding or periodic saturation.
2.TInsufficient depth of suitable soil over hard rock.
3._Insufficient depth of suitable soil to seasonal water table.
4._Rates_ of absorption too slow.
5 _Insulficient area of acceptable soil for required drainfield,and/or Reserve Area.
6._Proposed system too close to well.
7._Other Specify
.Aug; 10 00 03: 09p a Sc' ward reealt;j (804 8-3554 p, 3
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SOIL PROFILE DESCRIPTION REPORT
Date-April 6,2000 Lot-#17
Hole# Horizon Depth(inches) Description of color,texture, etc. Texture Group
1 A 0-3 strong brown 7.5YR 5/6 loam II
B 3-30 red 2.5YR 4/8 silty clay IV
C 30-60 red 2.5YR 4/6 to yellowish red SYR 5/8 silty
clay loam to silt loam with red,yellow,& III
gray weathered schist
2 A 0-4 yellowish brown 10YR 5/6 loam II
B 3-26 yellowish red 5YR 5/6 to red 2.5YR 4/6
silty clay IV
C 26-60 red 2.5YR 4/6 to 5/6 silty clay loam to
silt loam with red,yellow,&gray III
weathered schist
3 A 0-2 very dark brown 10YR 2/2 loam II
B 2-23 red 2.5YR 4/6 to 4/8 silty clay IV
C 23-60 red 2.5YR 4/8 to yellowish red 5YR 5/6 to
5/8 silty clay loam to silt loam with red, III
yellow,&gray weathered schist
Shrink-Swell Potential
Moderate
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Page 3 of 6
Sewage Disposal System Construction Specifications
General Information
New-X Repair- Expanded-
Owner: — -—
Philip R. Krauth Telephone No. 336-855-8211
Address: 5811 Billet Road Oak Ridge, North Carolina 27310
For a Type I Sewage Disposal System to be constructed on/at
West side of Rt. 845, .3 mile South of Rt. 726
Subdivision: Totier Creek Section: N/A Block: N/A Lot: #I7
Actual or estimated water use 600 gals/day 4 bedrooms
____----_.----____--
Design —
Water supply, existing: (describe)
To be installed: Class IIIC Cased 2011 Grouted 20 ft.
Building sewer. 4 inch I. D. PVC 40, or equivalent
Slope 1.25" per 10' (minimum)
Septic Tank: Capacity 1200 gals (minimum)
Inlet-outlet structure: PVC 40, 4"tees or equivalent
Pump and pump station: No-X Yes-
Gravity Mains: 3"or larger I. D., minimum 6"fall per 100', 1500 crush or equivalent
Distribution box• Precast concrete with 7 ports
Header lines: Material 4"I. D., 1500 lb. crush strength plastic or equivalent from distribution box
to 2'into absorption trench.
Percolation lines: Gravity 4" plastic 1000 lb. per foot bearing load or equivalent, slope 2" 4"
(min. max.) per 100"
Absorption trenches:
Square feet required: 1800
Depth from ground surface to bottom of trench: 42 inches
Trench width. 3 ft.
Center-to-center spacing: 9 ft.
Depth of aggregate: 12 inches
Trench length: 100 ft.
Number of trenches: 6
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