HomeMy WebLinkAboutSUB200000056 Assessment - Environmental 2002-05-26 THOMAS JEFFERSON HEALTH DISTRICT
ENVIRONMENTAL HEALTH SERVICES
P 0 BOX 7546
CHARLOTTESVILLE, VA 22906
(804) 972-6259 RECEIVED
JUN O b 2000
MEMORANDUM PLANNING AND
TO: Ms. Yadira Q. Amarante COMMUNITY DEVELOPMENT
Albemarle County Planning Department
401 McIntire Road
Charlottesville, VA 22902
FROM: � i Gel
William A&faun, nvir ealth Specialist Senior
DATE: May 26, 2000
PLAT APPROVAL
Owner: MAYNARD WOOD
Address: 1004 DANIEL MORRIS LANE
CHARLOTTESVILLE, VA 22902
Location: WEST OF ROUTE 20, 2.7 MILES SOUTH OF ROUTE 742
Tax Map 102-1A
Subdivision:
The soil at the above location appears to be suitable for subsurface drainfields. These
findings are based on soil studies made by me and made by a soil consultant.
The lot sizes are such that there appears to be enough area to install the required amount
of draihfield for an average size building, plus an alternate drainfield within the building
site. If this property is in the "Run-Off Control Area", then it will comply with all
standards of the Run-Off Control Ordinance.
However, each lot will be evaluated on its own merit and further tests may be required at
the time the septic permit is applied for. Issuance or denial of the permit can be based on
the results of these tests.
Other Comments:
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COUNTY OF ALBEMARLE
Department of Planning&Community Development
401 McIntire Road, Room 218
Charlottesville, Virginia 22902-4596
(804)296 -5823
Fax(804)972—4035
Date: 5• /0. 00
Michelle Mapper
Virginia Department of Health
1138 Rose Hill Drive
Charlottesville, VA 22906
RE: Project Name Maef/levd(zM oci Last Revised on 6' 1 o. 0 0
Dear Ms. Mapper,
The County of Albemarle has received application to develop/subdivide [Tax Map JO 2. Parcel IA j.
This project requires Health Department approval prior to 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,
Section 14-518 of the Albemarle County Code.
Should you have any comments please feel free to contact me
Sincerely,
l 7
Yadira Q. Amarante, Planner
Department of Planning & Community Development
Voice: (804) 296-5823 ext. 3297
Fax: (804) 972-4012
Email: yamaranta.albemarle.orq
Cc: File
•
Page% of 7
Soil Summary Report
General Information
Date. March 21, 2000 Submitted to Albemarle County Health Department
Applicant. Jeff Wood Telephone No 804-979-7293
Address: 1004 Daniel Moms Lane Charlottesville, Virginia 22902
Owner: Same as applicant Address. Same as applicant
Location. West side of Rt 20, 2.7 miles South of Rt. 742
Tax Map 102-1A(2) Subdivision-Wood Block/Section-N/A Lot-1A(2)
Soil Information Summary
I Position in landscape satisfactory Yes-X No-
2. Slope- 18%
3 Depth to rock or impervious strata Max-60"+Min.-54" None-
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-75 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 36 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_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 ,;2 of 7
SOIL PROFILE DESCRIPTION REPORT
Date-March 21,2000 Lot-1A(2) Primary Drainfield Site
Hole# Horizon Depth(inches) Description of color, texture, etc. Texture Group
1 A 0-3 brown 1OYR 3/3 silt loam III
B 3-23 red IOR 4/6 silty clay IV
C 23-60 red IOR 4/6 to 2.5YR 4/6 to yellowish red
5YR 4/6 silty clay loam with weathered III
greenstone rock
2 A 0-2 reddish brown 5YR 4/4 silt loam III
B 2-22 red 1 OR 4/6 silty clay IV
C 23-60 red 2.5YR 4/6 to yellowish red 5YR 5/6
silty clay loam with weathered greenstone III
3 A 0-2 dark brown 7.5YR 3/2 silt loam III
B 2-24 yellowish red 5YR 5/6 to red 2 5YR 4/6
silty clay IV
C 24-54 red 2 5YR 4/6 silty clay loam-AR greenstone III
rock at 54"
•
Shrink-Swell Potential
Moderate
Page 3 of r/
Abbreviated Design Form
Subdivision-Wood Lot-1A(2) Primary Drainfield Site
Design Basis
A. Estimated percolation rate 75
B Trench bottom square feet
required per bedroom(from
Table 4.6 based on gravity) 596
C. Number of bedrooms 3
Area calculations
D Length of trench 100 ft. Length of available area 100 ft.
E Width of trench 3 ft.
F. Number of trenches 6
G Center-to-center spacing 10 ft
H. Width required 53 ft. Width of available area 70 ft
G(F-1)+E
I Total square footage required 1788
(line B times line C)
J. Square footage in design 1800
(D*E*F)
K Is a reserve area required" Yes-X No- *Shown in different area
Page 171 of 7
SOIL PROFILE DESCRIPTION REPORT
Date-March 21, 2000 Lot-1A(2) Reserve Area Drainfield Site
Hole# Horizon Depth(inches) Description of color,texture, etc Texture Group
1 A 0-1 dark yellowish brown 10YR 4/4 silt loam III
B 1-20 red 2 5YR 4/6 silty clay IV
C 20-60 red 2 5YR 4/6 to yellowish brown 10YR
5/6 silty clay loam with weathered III
greenstone rock
2 A 0-2 dark reddish brown 5YR 3/4 silt loam III
B 2-19 red 10R 4/6 silty clay IV
C 19-50 red 2 5YR 4/6 to yellowish brown 10YR 5/6
to brownish 10YR 6/6 silty clay loam-AR III
greenstone rock
3 A 0-3 brown 7 5YR 4/3 silt loam III
B 3-13 strong brown 7 5YR 5/6 to red 2 5YR 4/6
silty clay IV
C 13-42 red 2 5YR 4/6 to yellowish brown 10YR 5/6
silty clay loam-AR greenstone rock at 42" III
Shrink-Swell Potential
Moderate
Page ,sof 7
Abbreviated Design Form
Subdivision-Wood Lot-1A(2) Reserve Area Drainfield Site
Design Basis
A Estimated percolation rate 75
B. Trench bottom square feet
required per bedroom(from
Table 4 6 based on gravity) 596
C Number of bedrooms 3
Area calculations
D Length of trench 100 ft Length of available area 100 ft.
E. Width of trench 3 ft
F. Number of trenches 6
G. Center-to-center spacing 10 ft
H Width required 53 ft. Width of available area 63 ft.
G(F-1)+E
I. Total square footage required 1788
(line B times line C)
J Square footage in design 1800
(D*E*F)
K. Is a reserve area required? Yes-X No- This is reserve area site
Page c 'of 7
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, 6.129 Acres (Field Run) '
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IN FEET Pipe ,., required by Section 14-514 of the
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Page 7 of 7
Certification Statement
County. Albemarle Date. April 10, 2000
Property Identification. Family Division from Tax Map 102 Parcel 1 A and Parcel 1 A(2)located
on the West side of Rt 20, 2.7 miles South of Rt 742
Submitted by - John F Hutcherson
Hutcherson Soil Consultants
Rt. 2 Box 1035
Troy, Virginia 22974
(804)589-3611
This is to certify according to 32.1-163.5 of the code of Virginia that work submitted for the
reffered property is in accordance to and complies with the Sewage Handling and Disposal
Regulations of the Virginia Department of Health. I recommend a subdivision approval be approved
Soil Consultant
i� / 2�G��^� ��"`� Date April 10, 2000