HomeMy WebLinkAboutVA200300011 Other 2003-10-27 FIELD WORKS Project AL0310 P 1 of 5
SOIL SUMMARY REPORT
Date: 10/27/2003 Submitted to Albemarle County Health Department
Applicant:Brenda Moon Telephone:(434)831-2419
Address:8781 Howardsville Turnpike
Schuyler,VA 22969
Owner: same Address:
Location:East of Route 800,0.6 miles south of Route 6
Tax Map: 126-34
Position in landscape:upland
Slope:4%
Depth to rock or impervious strata: Max.: 72"+
Depth to seasonal water table:none encountered
Estimated Soil Percolation rate:40 minutes per inch Texture Group: II
Installation Depth:54"
DESIGN BASIS
A. Estimated Percolation Rate:40 minutes per inch
B. Trench Bottom: 54"
C. square feet required per bedroom: 314
C.(350 gallons per day) 2 bedroom+store(2 employees-no public restroom)209 square
feet/100 gals.
AREA CALCULATIONS
Reserve
D. Length of trenches: 50'
E. Width of trenches: 3'
F. Number of trenches: 5
G. Center-to-center spacing: 9'
H. Width required: 39'
I. Total square footage required: 731.5
J. Square footage in design: 750
K. Is reserve area required? Yes(100%)
SOIL EVALUATION: ,n Site P 3 of 5
SOIL PROFILE DESCm.TIONS FIELD WORKS JOB#:AMO310
Hole# Horizon Depth tint Description Texture Group Comment
SP1 20"to rock exclude
30"to rock- high shrink-swell exclude
18"to rock exclude
spa A 0-5 Olive Brown (2.5Y 4/4) Loam II
Bt 5-24 Strong Brown (7.5YR 5/6) Clay, slightly sticky, IV
slightly plastic
BCt 24-40 Strong Brown (7.5YR5/6) Clay Loam, friable, III
increasing Loam
C 40-72 Strong Brown (7.5YR 5/6) Loam, very friable II
$p5 A 0-4 Yellowish Brown (10YR 4/6) Loam II exclude
Bt 4-24 Yellowish Red (5YR 5/6) Clay, slightly sticky, IV
slightly plastic
Ct 24-40+ Olive Brown (2.5Y 4/4) Loam, common Light Olive II w/ IV
Brown (2.5Y 5/3) Clay plugs, Dark Grayish Brown
(10YR 4/2) mottles and few fine Red (10YR 4/8)
iron concentrations
Sp" A 0-5 Dark Yellowish Brown (10YR 4/4) Loam I I
Bt 5-26 Strong Brown (7.5YR 5/6) Clay, slightly sticky, IV
slightly plastic
C 26-72 Strong Brown (7.5YR 5/6) Loam, very friable, 5% II
schistose rock fragments from 55"
sr/ 24"+ shrink-swell, highly plastic exclude
Spa A 0-5 Dark Yellowish Brown (10YR 4/4) Loam II
Bt 5-33 Strong Brown (7.5YR 5/6) Clay, slightly sticky, IV
slightly plastic
C 33-72 Strong Brown (7.5YR 5/6) Loam, very friable II
spa A 0-4 Dark Yellowish Brown (10YR 4/4) Loam II
Bt1 4-28 Strong Brown (7.5YR 5/6) Clay, slightly sticky, IV
slightly plastic
Bt2 28-36 Strong Brown (7.5YR 4/6) Silty Clay Loam, friable III
C 36-72 Strong Brown (7.5YR 5/6) Loam/Very Fine Sandy II
Loam, loose
FIELD WORKS Project: AL0310 P 5 of 5
CERTIFICATION STATEMENT
County: Albemarle Date: 10/27/2003
Property Identification: Moon Property- TM 126-34
Submitted by: James P. Fulcher CPSS 3401 000079
This is to certify according to 32.1-163.5 of the Code of Virginia that work
submitted for the referred property is in accordance to and complies with the
Sewage Handling and Disposal Regulations of the Virginia Department of
Health. I recommend an approval for reserve area design be issued.
Soil Consultant: Date: 10/27/2003
James Fulcher
PO Box 1502
Amherst, VA 24521
(434)277-9620
OCT— 9-03 THU 19 :4? THE RED DOOR 80 "--90213 P. 02
American Ele ewer
PO Box 2021
Roanoke,VA 24022-2121
AMA*il'eAN.
;LEC)I'1! ;fC
POWER
Ms. Brenda Moon
8781 Howardsville Turnpike
Schuyler, VA 22969
October 8,2003
RE: PROPOSED SEWAGE DISPOSAL SYSTEM
8429 Schuyler Road, Schuyler,VA
Map No. 3879-812C,Easement#12 dated 6-27-1967
Between poles 812-C-71 and 812-C-127
Dear Ms.Moon:
Appalachian Power Company hereby grants permission for your proposed installation of 8
sewage disposal system within Appalachian's right of way, but subject to the following
conditions, Your installation of the sewage disposal system within Appalachian's right of way
will constitute your acceptance of and agreement to abide by these conditions:
1. That the installation and existence of said sewage disposal system shall not interfere with the
rights of Appalachian to operate and maintain its facilities.
2. That no grading or excavation shall be done within five (5) feet of Anpalachian's poles,
structures, guy or anchors.
3. That Brenda Moon will assume liability for any and all damages done to Appalachian's
facilities while engaged in the construction, installation, operation or maintenance of the
sewage disposal system.
4. Should it become necessary for Appalachian to relocate its facilities within its right of way,
and said relocated facilities will now fall within the area of the sewage disposal system,
Brenda Moon will promptly aba>udon the sewage diepocal eyetem or remove it to another
location on receipt of written notice of Appalachian's intent to relocate its facilities.
Appalachian will not be responsible for any damage done to the sewage disposal system in
the course of relocating its facilities.
5. Brenda Moon releases Appalachian in advance from any liability of whatsoever kind or
nature for damage to the sewage disposal system arising out of or resulting from
Appalachian's use of its right of way, including without limitation Appalachian's trucks and
other equipment driving across the area where the sewage disposal system is located.
In addition to the above,extreme care should be exercised by everyone working under or adjacent
to Appalachian's facilities.
iris ely,
d191A-A--
R d H.Payne
Right-of-Way Coordinator
Charleston Region
This document(Including any attachments)contains confidential lnfo oration Intended fora specific individual end
purpose,end is protected by law. if you ane not the Intended recipient,you should destroy Chia document end are
hereby notified that any disclosure, copying or distribution of this document,or the taking of any action based on
if.is strictly prohibited.
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