HomeMy WebLinkAboutACSA199700004 Executive Summary 1997-10-01 COUNTY OF ALBEMARL.� Rt.:,e
EXECUTIVE SUMMARY SIP2
6 1997
Pl
AGENDA TITLE: AGENDA DATE: ITEM NUMBER:
W.J. Kirtley Sr. - Request to amend the Albemarle Octoberl, 1997
County Service Authority (ACSA) Jurisdictional Area
ACTION: X INFORMATION:
SUBJECT/PROPOSAL/REQUEST:
Public hearing to amend the ACSA Jurisdictional CONSENT AGENDA:
Area to provide Water and Sewer to Tax Map 59, ACTION: INFORMATION:
Parcel 23B(1).
ATTACHMENTS: Yes
STAFF CONTACT(S): /
Messrs. Tucker, Cilimberg, Benish REVIEWED BY: /
BACKGROUND:
The applicant,W.J. Kirtley, Sr., has requested Jurisdictional Area designation to provide sewer service to property located
on Tax Map 59, Parcel 23B(1)(See Attachment A). The applicant's property consists of 3.25 acres and is located outside
of the designated Development Area on Route 250 West in the Ivy area. The applicant's property is located in the
Albemarle County Service Authority service area for water only and a portion of the property near Route 250 West is
designated for water and sewer (the Kirtley Realty Office site). In 1984, the Board established a policy regarding
properties in this area with pre-existing zoning that sewer service should be provided only to portions of the properties
which could be served by gravity flow and which drained away from the South Fork Rivanna River watershed. This action
added that portion of this parcel that drained away from the South Rivanna River Watershed to the service area for sewer.
There are four buildings located on the total property. A realty office is located near Route 250 West and is within the
designated water and sewer area. Three attached warehouses (one structure) are located near the railroad tracks and
are located in the water only designated area. The applicant has stated that the drainfield serving the three warehouses
in the rear of the property has failed to the extent that the septic field needs to be pumped weekly. The applicant hired
a soil scientist to explore the possibility of locating a new drainfield to serve these building (See Attachment B). The
Health Department,in a memo dated July 9, indicated that the system may be in the early stages of failure, although at
the time of the inspector's site visit the system was functioning satisfactorily. One alternative location for a new drainfield
would require the abandonment of an existing well. A second alternative site is an "uphill" location which would require
pumping and would also take up some of the reserve septic site for another building on the property (See Attachment
C). Connection to the public sewer would require connection to the ACSA collector line on the north side of Route 250.
This would also require pumping.
DISCUSSION
The subject property for this request is not within a Development Area. The Comprehensive Plan provides the following
concerning water service in the Rural Area:
General Principle: Utilization of central water and/or sewer systems or the extension of public water or sewer into the
Rural Area is strongly discouraged except in cases where public health and safety are at issue.
Recommendation: Only allow changes in jurisdictional areas outside of designated Development Area boundaries in
cases where the property is:(1) adjacent to existing lines;and(2)public health or safety is endangered.
An ACSA collector line is located adjacent to property on the north side of Route 250, so the application meets the
adjacent line requirement. With the applicant's septic system backing up,the request meets the health and safety criteria.
However,the warehouse site drains toward the water supply watershed and,therefore, does not meet the Board's policy
for providing sewer service to this area.
AGENDA TITLE:
W.J. Kirtley Sr. - Request to amend the Albemarle County Service Authority (ACSA) Jurisdictional Area
August 6, 1997
Page 2
The applicant provided additional information at the previous Board meeting regarding the level of maintenance required
of the existing system (Attachment D). This information was given to the Health Department along with a clarification of
the status of the reserve septic field for the Kirtley Realty office building -that the reserve field is not necessary for the
office building since that part of the property is in the jurisdictional area for sewer service and can be served with public
sewer. Based on this additional information,the Health Department has provided revised comments (Attachment E)
which indicate that there is a"high probability"that the existing system is failing, and that the Kirtley Realty office reserve
field would be adequate to serve the warehouse.
RECOMMENDATION:
This request is consistent with the strategies of the Comprehensive Plan for the provision of service outside designated
Development Areas in that there is high probability that the existing system is failing and the site is adjacent to an existing
sewer line. However, there appears to be a viable on-site alternative to the provision of public sewer service through
utilization of the existing reserve drain field for the office building. This will require pumping from the failing system to this
drain field, but pumping would also be necessary to connect to the public sewer line. Furthermore,this request is not
consistent with the policy of prohibiting service to properties in this area which drain to the South fork Rivanna Reservoir
watershed. Therefore, based upon the Health Department's review of the adequacy of the reserve drain field area, staff
believes this request may be premature for sewer service at this time. However, should the Board decide to amend the
jurisdictional area, this area should be designated for limited sewer service to the three attached warehouses only (one
structure).
cc: Richard Carter
W.J. Kirtley, Sr.
Art Petrini
Bill Brent
David Hirschman
Bill Craun
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■ WATER ONLY TO EXISTING STRUCTURES '\r ! e 85£ °,°,aaaa�� `
Tdope are te,•existing structuresor of the l ' y•
adopted dale,either 10-1-82 9-1O-63 v
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OR Development RIghU' for specific N
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75
"`` IN
_14.• SAMUEL MILLER DISTRICT SECTION 59
t•t•MOOt1MAN 5 RIVER AGMCULTt/IAL SfoncsrlI INSTRICT'
I
TAYI , ZUNKA, MILNOR & CARTE] ,TD.
ATTOBNBYS AT LAW
414 PARK STBBBT
P. O. Box 1507
JOHN W.ZUNKA OHABI.OTTBBVILLB, VIRGINIA. 22002 MAGRUDER DENT,JR.
RICHARD H. MILNOR 16I e•19e4
TELEPHONE 1504-e77-0181
RICHARD g.CARTER
H. ROBERT YATES,III REAL ESTATE 004•1077.6O00 ROBERT E.TAYLOR 111ET111EP)
ALVARO A. INIGO FACSIMILE 804477.0100
May 6 , 1997
Department of Planning and
Community Development
County of Albemarle 4 •
401 McIntire Road
Charlottesville, Virginia 22902-4596
RE : W, J. Kirtley, Jr.
Dear Madam or Sir:
Enclosed is an application from W. J. Kirtley, Jr. , to amend
the service authority area to allow him to hook up to the public
sewer line at the front of this property on Route 250 West . There
is an office building in the front of the property which is within
the service area although it is not connected to the sewer. The
building on the rear of the property is not within the service area
because the sewage would have to be pumped to the sewer line.
The drainfield at the rear area has failed to the extent that
the septic tank needs to be pumped weekly. As you can see from
Steve Gooch' s report, there is not enough space in the rear of the
lot and because of the extreme rock formation there is probably not
enough space behind the office building in the front of the
property.
Enclosed are some pictures taken recently when the water line
was put in showing the rock content of the soil .
If you need any other information or have any questions,
please feel free to call me at the above number, or call Mr.
Kirtley at 295-5090 .
Very truly yours,
4Z./
Ri hard E. Carter
REC: smw
Enclosure
cc : client
hand delivered
!ATTACHMENT BJ
i ( ig g,h Scrttc, SW, Chrtleittealrilla, Virginia aa;,ua-6465
•
April 28, 1997
Mr, W.J. Kirtley
108 Reynard Drive
Charlottesville, Virginia 22901
Re: Soils Study
Proposed Drainfield Sites for Kirtley Distributing Building
Kirtley Property - Route 250 West
Albemarle County
Dear Mr. Kirtley:
Telephone
As requested we have completed a soils study at the referenced site. The purpose of the
study was to determine the suitability of the soils for the disposal of sewage by means 804.977.149d
of a septic tank drainlield system. The investigation has consisted of drilling a series of
hand auger test holes to determine soil profiles at two(2) potential sites that you wanted Facsimile
investigated. The first site is located directly behind the existing two-story brick office
building in the front portion of the property. The second site is located in the gravel B 0 4.9 7 7.6 7,e
parking lot in front of the existing warehouse in the rear portion of the property. A log
of each test hole is shown on the enclosed individual soil profile sheets along with a
sketch showing the approximate hole locations. The holes at the first site have been
flagged with red ribbon. The holes at the second site have not been flagged. Also
enclosed is a soil information summary sheet for each site containing information
pertinent to the design of the proposed drainfield.
Based on our investigation, we offer the following comments regarding the areas
investigated:
Site #1. (Behind the existing two story office building): This area was
investigated with seven (7) soil profile holes. Two of the profile holes (4 and 7)
encountered bedrock at 44 and 42 inches, respectively. The depth to bedrock, coupled
with the fact that there is anywhere from 18 to 26 inches of existing fill in the area, will
limit tfle potential drainfield site to a small area in the vicinity of holes. 1,2,3,5 and 6.
Provided that no bedrock is encountered at a depth above 54 inches this area will only
support six (6) 67 foot lines. Using an estimated percolation rate of 40:minutes/inch
and an installation depth of 54 inches below the existing ground surface, this site can
dispose of approximately 600 gallons of water per day. If this site is approved by the
Health Department, a pump system will be required.
Site #2 (In parking lot in front of the existing warehouse building): There is a
very small area in the vicinity of holes 1,2,5 and 6 that should support four (4) 50 toot
lines. Using an estimated percolation rate of 40 minutes/inch and an installation depth of
42 inches below the existing patting lot, this site can dispose of approximately 300
gallons of water per day. If this site is approved by the Health Department, the parking
E A R T II 4 T c: C Da
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Soils Study
Proposed Drainficld Sites for Kirtley Distributing Building
Kirtley Property - Route 250 West
Albemarle County
Page 2
lot will have to be paved and the existing well will have to be abandoned in accordance
with Health Department regulations.
We suggest that you discuss your situation with the Health Department to determine
how much drainfield will be required in order to accommodate the changes that you are
proposi n.g.
The contents of this report reflect our opinion as to the suitability of the soils in the
areas investigated to support a septic tank/drainfield system under the current Health
Department regulations. Final approval and design of the drainfield rests with the
Charlottesville-Albemarle Health Department. •
We hope this is the information you need. If you have any questions, please let us
know.
Sincerely,
EARTH TECH, Inc.
5f -Q- AZ-4 •
-
Steve Gooch
Encl.
EAR T Ii T E C H
,L.. _, 1 t IL. i1: Li ,Ii,, i: . ,„ _ , „i ill i, , i
Soil Profile
Proposed Drainfield Site for Kirtley Dist. 13Idg.
Location Behind Existing Two Story Brick Office.Bldg.
Kirtley Property -Route 250 West
Albemarle County
Hole Depth Material Description Soil Texture
(in.) Group
l 0-24 Fill
24-72 Yellowish brown(10YR 5/4) fine sandy loam
2 0-20 Fill
20-24 Brown (10YR 5/3) sandy loam(original topsoil layer) 2
24-41 Red (2.5YR.5/8) clay loam,friable 3
41-72 Yellowish red(5YR 5/8) fine sandy loam 2
3 0-26 Fill
26-30 Brown (10YR 5/3) sandy loam (original topsoil layer) 2
30-43 Yellowish red (5YR 5/3) clay loam,friable 3
43-72 Yellowish brown (10YR 5/4) sandy loam 2 .
4 0-1.8 Fill
1.8-44 Yellowish red(5YR 5/8) sandy loam
44- Hand auger refusal - bedrock
5 0-l8 Fill
18-21 Brown(10YR 5/3) sandy loam (original topsoil layer) 2
21-72 Reddish brown (5YR 5/4) sandy loam 2
6 0-26 Fill
26-29 Brown(10YR 5/3) sandy loam (original topsoil layer) 2 .
29-72 Reddish brown (5YR 5/4) sandy loam 2
7 0-19 Fill
19-22 Grayish brown(10YR 5/2) sandy loam (original topsoil layer) 2
22-42 Yellowish brown(10YR 5/8) fine sandy loam
42- Hand auger refusal - bedrock
Soil Information Summary
Proposed Drainfield Site for Kirtley Distributing Bldg.
Location Behind Existing Two Story Office Bldg.
Kirtley Property- Route 250 West
Albemarle County
1) Position on slope information - Position satisfactory, gently sloping graded area
2) Slope -3%
3) Depth to rock/impervious strata-72 inches+in vicinity of holes 1,2,3,5 and 6
4) Depth to seasonal water table-72 inches+
5) Free water present- No
6) Soil percolation rate estimated-40 @ 54 inches in vicinity of holes 1,2,3,5 and 6
7) Percolation tests performed- No
Comments: Recommend drainfield lines be placed 54 inches below existing ground
surface. This will place lines well below the 24 inches (+ or-) of existing fill on the
site and will permit a paved parking lot to be placed over the drainfield in the future.
It should be possible to install six (6) 67 foot lines in the vicinity of holes 1,2,3 5 and
6. Using an estimated percolation rate of 40 minutes/inch the drainfield should be
capable of disposing of approximately 600 gallons of water per day. A pump system
will be required.
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Soil Profile
Proposed Drain.field Site for Kirtley Dist. Bldg.
Existing Parking Lot in Front of Kirtley Dist. Bldg.
Kirtley Property- Route 250 West
Albemarle County
Hole Depth Material Description Soil TextureGroup
(in.)
1 0-12 Crushed stone
12-60 Dark.yellowish brown (1.0YR 4/4) loam
•
2 0-12 Crushed stone 2
12-34 Yellowish brown(10YR 5/8) sandy loam 2
34-60 Dark yellowish brown (10YR 4/4) sandy loam
3 0-10 Crushed stone
10-36 Grayish brown(10YR 5/2) sandy loam, heavy manganese stains 2
below 36"
36-60 Reddish brown (2.5YR 5/4) sandy loam (moist)
4 0-7 Crushed stone
7_28 Grayish brown(10YR 5/2) sandy loam with heavy manganese 2
stains
V$-60 Olive brown (2.5Y 4/3) sandy loam
5 0-12 Crushed stone
12-42 Yellowish brown (10YR 5/80 sandy loam 2
42-60 Dark yellowish brown (10YR 4/4) sandy loam
6 0-10 Crushed stone
10-16 Reddish brown(5YR 5/4) clay loam 3
' 16-60 Yellowish brown(10YR 5/8) sandy loam
U i.. 2_;i 1'j'_Ib 11:ii5 =:U.l I??E.r'7„ Li*III I L_H I' r.i_ 1.1._,
Soil Information Summary
Proposed Drainfield Site for Kirtley Dist. Bldg.
Existing Parking Lot in Front of Kirtley Dist. Bldg.
Kirtley Property- Route 250 West
Albemarle County
1) Position on slope information - Position satisfactory, existing parking lot.
2) Slope - 3%
3) Depth to rock/impervious strata- 60 inches+ in vicinity of holes 1,2,5 and 6
4) Depth to seasonal water table- 60 inches+ •
5) Free water present- No
6) Soil percolation rate estimated -40 @ 42" in vicinity of holes 1,2,5 and 6
7) Percolation tests performed -No
Comments: Area available for drainfield is limited by possible restrictive layer in
soil profile(manganese stains in vicinity of holes 3 and 4). It may he possible to
install four(4) 50 foot lines in the vicinity of holes 1,2,5 and 6. This will allow
for the disposal of approximately 300 gallons of water per day. In order to use
this area it will be necessary to abandon the existing well in accordance
with the current Health Department regulations and the parking lot will
have to be paved.
04/28/1996 11:05 8U4977677 ' EARTH TECH PACE 0'3 -
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1� Ilia to �v,(�ivlia
cX 7� , rpm x� J. '�
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Soils Study
Proposed Drainficld Sites for Kirtley Distributing Building
Kirtley Property - Route 250 West
Albemarle County
Page 2
lot will have to he paved and the existing well will have to be abandoned in accordance
with Health Department regulations. .
We suggest that you discuss your situation with the Health Department to determine
how much drainfield will be required in order to accommodate the change§ that you are
proposing. i
The contents of this report reflect our opinion as to the suitability of the soils in the
areas investigated to support a septic tank/drainfield system under the current Health
Department regulations. Final approval and design of the drainfield rests with the
Charlottesville-Albemarle Health Department.
We hope this is the information you need. If you have any questions, please let us
know.
Sincerely,
EARTH TECH, Inc.
5f-IP& `201-MC-4 .
Steve Gooch
Encl.
•
•
E AR T II 4140•0 7 E C H
' '"*"''L'• (ATTACHMENT Cl
COMMONWEALTH of VIRGINIA
ALDlAIARIE — C�LOTTE9Ya.LL
Thomas Jefferson Health District FLUV►,NNA COUNTY (PALMYRA)
In Cooperation with the OREENF couN1Y (aTANAR�aVILLEI
State Department of Health 1138 Rose Hill Drive tOUNl COUNTY nflVI LAI
Office of Environmental Health
P. O. Box 7546 NElB(�N UISA C (NTY (p uiSA)
Phone (804) 972-6259
FAX (804) 972-4310 Charlottesville, Virginia 22906
July 9, 1997
Mr. W.1. Kinky
108 Iteynard Drive I
Charlottesville, Virginia 22901
Dear Mr.Kirtley:
I hope this will help to summarize our meeting last month concerning a building on your property.
located behind the Kirtley Real Estate office on Rt.250 West.
You informed me that the building had about 20 emoloyces and that while there was no leakage of
sewage,the flow of water at the building is slow. This could be an early sign of failure.
•
In order to repair this septic system, it will be necessary to install between 1000- 1200 square feet
of drainlicld. There is only enough space around this building to install approx.half this amount of
drainfleld. It also would involve abandoning un existing well, Another option would be to install
druintield to an area uphill,behind the Kirtley office building. This would require pumping and would
take up some reserve area required for the Kirtley building,
Since a water line has already been dug to connect to public water, I would recommend that you
look into also connecting to public sewer,us this would offer a more permanent solution to the repair and
any Future problems that may occur.
I shall be happy to discuss this or any related matter as required.
Sincerely,
//6' , -- -- • -.-
William A. Craws
Environmental liculth Specialist Senior
•
•
••
IATTACHMENTDI
R
Elizabeth A. Rohn
241 Cordelia Drive
Charlottesville, VA 22968
August 4, 1997
W. J. Kirtley, Jr.
Charlottesville, VA 22901
Dear Mr. Kirtley :
According to the records of Kirtley Distributing Co. , Inc. , formerly
located at Rt. 10 Box 2, Charlottesville, Virginia, the following is a
summary of the number of times the septic system was pumped in the
period from January 1 , 1995 to February 2B, 1997.
January 1, 1995 to December 31, 1995 9 times
January 1 , 1996 to December 31 , 1996 14 times
January 1, 1997 to February 2B, 1997 1 time
I hereby certify, as the accountant for Kirtley Distributing Co. , Inc.
that these facts are true and accurate to the best of my knowledge and
belief based on the records available to me.
Sincerely,
4000. 40
?1,64)
Eliz. • : th A. Kohn
Rocca . ant
Transaction History—►=tP2O7O Jul' 16, 1997
u 1 16, 1997 10: 13 Pt+I Page
Kirtl.ey Distributing Co. , Inc.
ACCOUNTS PAYABLE TRANSACTION HISTORY REPORT
* Voided Voucher
•
Vendor Number Vendor Name
Voucher -- ---- --- -- - ---Document----------------------------•---------- Applied
Number Number Type Date Source - Amount Amount
ONETIME Crozet Sanitary Service
'7160 6�:41 Invoice i'I7/IL6/94 r=PCC:t`r0057 1bb. i/ib'-i
29082 Comp. Chk. 02/09/96 155. 00
ONETIME Crozet Sanitary Service
7225 6409 Invoice 08/22/94 APCCR00E17 150. 00
29083 Comp. Chk. 02/09/96 150. 00
ONETIME S.L. Williamson Company Inc
lJse Up and Down Arrows, PgUp and PgDn, Home and End to view report.
Press CS) to search. Press RETURN to continue.
1 i ii
.___
. .
___ -- -
Jul 16, 1997 10:17 API Iurtley Distributing Co., Inc. Page 1
GENERAL LEDGER DETAIL ACCOUNT BALANCE
For the Period Jan 01, 1595 to Dec 31, 1995
For the Account 5380-000 - In Location Sequence •- k = Inactive Account
ACCOUNT - - BEGINNING BALANCE REFERENCE
NUMBER DESCRIPTION POST GATE TRX SOURCE SOURCE DOC JRN1_ NO DEBIT NET CANOE
CREDIT ENDING BALANCE
001-5380-0000 Building & Grounds - Beer .00
01/31/55 GLTRX0773 26116 218. 100 B F I
01/31/95 GLTRX0773 26120 500.000 00in
01/31/95 GLTRX0781 APTRX 45.00 0/P - TIGER 7552 Invoice
01/31/95 GLTRX0781 APTRX 254.25 A/P - NR00093 7571 Invoice
02/28/55 GLTRX0789 26330 213.10 B F I
02/28/95 GLTRX0789 26336 50.000 Orkin
002/28/95 GLTRX0797 APTRX 4.10 A/P - TIGER 7622 Credit
02/28/95 GLTRX0797 APTRX 4.0/: A/P - TIGER 7620 Invoice
03/20/95 GLTRX0805 26484 114.46 Blue Ridge Doors .
03/31/95 GLTRX0805 26556 50.00 Orkin Pest Control
03/31/95 GLTRXOB05 26598 21R. 1'0 BFI
03/31/55 GLTRX0813 APTRX 17,.4110 ,,,F. • W rutUNH 7653 Invoice -)
03/31/95 GLTRX0813 APTRX 301.59 A/P -- TIGER 7692 Invoice
03/31/55 GLTRX0813 APTRX 154.32 A/P - BFI 7626 Invoice
04/28/95 6LTRX0815 26853 218.10 BFI
01/28/95 GLTRX0815 26854 50.00 Orkin
04/30/55 GLTRX0816 APTRX (,`..N is' - BRDOOF6 7755 Invoice
04/30/95 GLTRX0816 APTRX 140.0 AP - MOWS 7760 Invoice
04/30/55 GLTRX0816 RPTRX 156.22 AP - COMMPRO 7725 Invoice
04/30/95 GLTRX0816 APTRX <241.8c_• r i / ,u nvoi ..
•
04/30/55 GLTRX0825 APTRX 1a4.. Al- / . Credit
04/30/95 GLTRX0O2S AP1RX 63.78 AP - DFI 7780 Credit
05/31/95 GLTRX0829 27087 50.00 Orlin
05/31/95 GLTRX0829 27090 213.10 B F I
05/31/55 GLTRX0839 RPTRX 163.58 AP - COIIMPRO 7796 Invoice
06/30/55 GLTRX0844 27333 218,04 B F 1
06/30/95 GLTRX0844 27334 551.00 Orkin
06/30/95 GLTRX0848 APTRX 9/.89 AP • COMMPRO 7825 Invoice
f 87131/95/ .8LT 1<0 3 27574 651. 17 6 F I
/✓r•'f�,t .1,7"/. LA7;; l/`4! (6 X 3 27575 51.00 Orkin
1 07/31/95 GLTRX0861 APTRX 185.75 AP - COMMPRO 7392 Invoice
07/31/55 GLTRX0861 APTRX 15,06 AP - CU.MPOO 7925 Invoice
07/31/55 GLTRX0877 CORR 6 443.75 Turnkey Signs - Sign Repair
007/31/55 GLTRX0877 CORR 7 214.38 Ind Cool - PA Repair
08/31/55 GLTRX0861 RPTRX 154.32 AP - WI 7895 Invoice
08,31/95 GLTRX0861 APTRX 63.79 AP - 1FI 7896 Invoice
08/31/95 GLTRX0861 APTRX 51,00 AP - ORKIN 7907 Invoice
08/31/95 GLTRX0881 APTRX 154.32 AP - BFI 8042 Invoice
0+/31/55 GLTRX0881 RPTRX. 63.78 AP - BFI 8043 invoice
08/31/95 GLTRX0881 APTRX 50.00 AP - CHVLTRK 8086 Invoice
08/31/55 GLTRX0881 APTRX I l "•' AP - COMMPRO 3011 Invoice
08/31/95 GLTRX0881 APTRX r.11.9O AP - r1ivF IMF 0035 nvoice
08/31/95 GLTNX0881 APTRX 120.00 0 AP - ONETIME 80059 Invoice
08/3165 GLTRX0881 APTRX 51.00 AP - ORKIN 8044 Invoice
08/31/95 GLTRX0881 APTRX :0OO,75 AP - TIGER 8063 Invoice
08/31/95 GLTRX0891 GJ6 4 154.32 Corrects
08/31/95 GLTRX0B91 GJ6 4 63.78 Corrects
Jul 16, 1957 GENERAL LEDGER DETAIL ACCOUNT BALANCE Page 2
For the Period Jan 01, 1995 to Dec 31, 1995
For the Account 5380-000 - In Location Sequence - * = Inactive Account
ACCOUNT BEGINNING BALANCE REFERENCE
7 NUMBER DESCRIPTION POST DATE TRX SOURCE SOURCE DOC JRNL NO DEBIT NET CHANGE
CREDIT ENDING BALANCE
001-5380-000 Building Grounds - Beer (Continued)
08/31/95 GLTRX0891 GJ6 4 51.00 Corrects
09/30/95 GLTRX0897 APTRX 159.96 AP -- COMMPRO 8137 Invoice
09/30/95 GLTRX0908 CORR 1 30.00 DOOR TO BEER ROOM
09/30/95 GLTRX0904 CORR 4 154.32 B F I - Sept `;
055/30/95 GLTRX0304 CORR 4 63.78 B F I - Sept
09/30/95 GLTRX0904 CORR 4 51.00 Orkin - Sept
10/26/95 GLTRX0910 APTRX 63.78 AP - BFI 8219 Invoice
10/26/95 GLTRX0910 APTRX 154.32 AP - [WI 3220 Invoice
10/26/95 GLTRX0910 APTRX 149.40 AP - COMMPRO 8190 Invoice
10/26/95 GLTRX0910 APTRX 8.90 AP - COMMPRO 6209 Invoice
10/26/95 GLTRX0910 APTRX A.46 AP - COMMPRO 8210 Invoice
10/26/95 GLTRX0910 APTRX (: !41.646 AP - ONETIME 82.113 lnvoia
10/26/95 GLTRX0910 APTRX 51.00 AP - ORKIN 8115 Invoice
10/31/95 GLTRX0925 APTRX 31.67 - AP - ALBLOCK 8333 Invoice
11/30/95 GLTRX0922 APTRX 14.32 AP - BFI 831G Invoice
11/30/95 GLTRX0922. APTRX 63. 18 AP . BF1 3311 Invoice
11/30/95 GLTRX0922 APTRX 122.68 AP - COMMPRO 8248 Invoice
11/30/95 GLTRX0922 APTRX 41.14. ._.___ . _ AP -- FREI;M;II_ 8314 Invoice
11/30/95 GLTRX0922 APTRX t50.00• AP - ONETIME - 8297 Invoice
11/30/55 GLTRX0922 APTRX 3`,.@01, AP - ONETIME. 8330 Invoice
11/30/95 GLTRX0922 APTRX 51.00 RP - ORKIN 8252 Invoice
11/30/95 GLTRXO936 APTRX �,1F AP - AI AIOr!' PT71a In oice
11/30/95 GLTRX0936 APTRX 001, nn .. iw:T!MF A390 Tnvoir.0
12i07/55 GLTRX093/ APTRX 63.7 AP - BFI 3432 Invoice
1 :/07/95 GLTRX0937 APTRX 154.32 AP - AFT 8433 invoice
12/00/95 GLTRX0968 MANCK 1247 51.00 L28467 Orkin DEC.
12/31/95 GLTRX0940 APTRX 144.35 AP -• COMMPRO 8445 Invoice
12/31/55 GLTRX0963 APTRX 122.84 AP - FIIIGLEAS 3530 Invoice
12/31/95 GLTRX0963 APTRX 51.0o ^� �I 8536 Invoice
/ 12/31/5 , GLT$X09c3 APTRX C06.34• AP - WEBROWN 8555 Tn nii^
/. /.. , , ( i /ir , 12!31/55' G17TRX0 72 APTRX 88.50 AP - RAI 8618 Invoice
12/31/35 GLTRX1002 CPA 1321 500.00A To Reclass Per Detail
79 ENTRIES ACCOUNT TOTALS: .00 10,175.94 491.30 10,288.64 $10,288.64
1 ACCOUNT
79 TOTAL DETAIL ENTRIES GRAND TOTALS: .00 10,775.54 491.30 10,288.64 $10,288.64
*** PARTIAL TRIAL BALANCE *** i** TOTALS ARE OUT OF BALA E BY: $10,23+3.64 *+►
Jul 16, 1997 10:15 AM Kirtley Distributing Co., Inc. Page 1
GENERAL LEDGER DETAIL ACCOUNT BALANCE
For the Period Jan 01, 1996 to Dec 31, 1596
For the Account 5380-0033 - In Location Sequence - * = Inactive Account
ACCOUNT--- GEGINNING BALANCE REFERENCE
NUMBER DESCRIPTION POST DATE TRX SOURCE SOURCE DOC JRNL NO DEBIT NET CHANGE
CREDIT ENDING i;ALANCE
• 001-5380-000 Building t Grounds - Seer .00
01/04/96 GLTRX1001 26770 101 32.76 R!3WA-To Duop
01/04/56 GLTRX1001 28771 101 36.74 RTSWA'To Uunp
01/04/96 GLTRX1001 28773 101 113.5' RSWA-Refuse To Dap
01/04/96 GLTRX1001 28775 101 00.000 8. Dickenson-Pluabing
01/26/96 GLTRX1001 28897 101 40.000 Butch Dickenson .
01/31/96 GLTRX0974 APTRX 154.32 AP - BFI 8561 Invoice
01/31/96 GLTRX0974 APTRX 63.78 AP - BFI 8562 Invoice
01/31/96 GLTRX0974 APTRX 139.36 AP - COMMPRO 8572 Invoice
01/31/96 GLTRX0974 APTRX (150.00• AP - CSSI 6576 Invoice
01/31/96 GLTRX0974 APTRX �i'7•`�n ,:i: - Eili=LFAS A579 Invoice
C
01/31/96 GLTRX0974 APTRX 70.0d• AP - ONETIME_ 8590 Invoico
01/31/96 GLTRX0974 APTRX 51.000 Ali - ORKIN 8589 Invoice
01/31/96 GLTRX0992 APTRX 150.00e AP - CSS1 8642 Invoi
01/31/96 GLTRX0992 APTRX 80.004' AP - ERPS 8671 Invoice
01/31/96 GLTRX0992 APTRX 324.000 AP - FCCI 86., nvoi
01/31/96 GLTRX0992 APTRX 135.33 AP - HMGLEAS 8661 Invoice
01/3i/56 GLTRX0992 APTRX • 135.33 AP - HMGLEAS 8662 Invoice
01/31/96 GLTRX0992 APTRX 31.25 AP - HMGLEAS 8663 Invoice
01/31/96 GLTRX0992 APTRX 1..::6 AP - HMGLEAS 8664 invoice
01/31/96 GLTRX0992 APTRX 3_.0k AP - JEFFERS 8684 invoice
01/31/96 GLTRX0992 APTRX 148.56 AP - VWEC 8724 Invoice
02/09/96 GLTRX0993 APTRX 156.63 AP - BFI 8654 Invoice
02/09/96 GLTRX0993 APTRX 64.73 AP - OFT 8655 Invoice
02/09/96 GLTRX0993 APTRX Aao• AP - CMSI 8645 Invoic
02/09/96 GLTRX0993 APTRX 51.00 AP - ORKIN Kg-invoice
02/09/96 6LTRXO'ri3 AP1kX .;:. 1 D - TRIPLED 8713 Invoice
02/29/96 GLTRX1016 APTRX 85.70+1.________-alP - CSSI 8760 Invoice
02/29/96 GLTRX1016 AM% 68.76 AP - HMGLEAS 8765 Invoice
02/29/96 GLTRX1016 APTRX 34.50 AP - AEEC 8669 Invoice
03/26/96 GLTRX1033 ArISX t3.76 AP - OFI 86E5 Invoice
03/26/96 uLTlX1033 APFRX 154.32 AP - SFI 8826 Invoice
03/28/96 GLTRX1033 APTRX 6.ae AP - ERPS 8847 Invoice
03/28/96 GLTRX1033 APTRX .056 AP - ERPS 8848 nvoice
03/28/96 GLTRX1033 APTRX 36.04 AP - JEFFERS 8874 Invoice
• 03/28/96 GLTRXIO33 APTRX 25.05 AP - JEFFERS 8875 Invoice
03/28/96 GLTRX1033 APTRA 51.64 AP - JEFFERS 8876 invoice
03/28/96 GLTRX1033 APTRX 51.00 AP - ORKIN 8877 Invoice
03/28/96 GLTRX1033 APTRX 265.50 AP - RAI 8885 Invoice
04/25/96 GLTRX1OSS APTRX 251.44 AP - AMPYS 5942 Invoice
04/25/96 6LIkX1055 APTRX 256.00 AP - 6F1 6946 invoice
04/25/96 GLTRX1055 APTRX 63.78 AP - BFI 8947 Invoice
04/25/96 GLTRX1055 APTRX 154.32 AP - BFI 8948 Invoice
04/25/96 GLTRX1055 APTRX 80.00 AP - ERPS 8975 Credit
04/25/96 GLTRX1055 APTRX 4.64v AP - ERPS 8976 Invoice
04/25/96 GLTRX1055 APTRX 51.00 - F 9001 Invoice
04/30/96 GLTRXIOO58 APTRX 150.01s AP - CSSI 9035 Invoice
04/30/96 GLTRX1063 APTRX 368, 18 AP - VWEC 9084 Invoice
Jui 16, 1997 . GENERAL LEDGER DETAIL ACCOUNT BALANCE . Page 2.'
For the Period Jan 01, 1996 to Dec 31, 1996
For the Account 5380-000 - In Location Sequence - * = Inactive Account .
ACCOUNT BEGINNING BALANCE REFERENCE
NUMBER DESCRIPTION POST DATE TRX SOURCE SOURCE DOC JRNL NO DEBIT NET CHANGE
CREDIT ENDING BALANCE
001-5380-000 Building a Grounds - Beer (Continued)
05/31/96 GLTRX1079 APTRX 64.73 AP - BFI 9087 Invoice
05/31/96 GLIRX1079 APTRX 168.86 AP - BFI 9088 Invoice
05/3i/96 GLTRxl073 APTRX 156.63 AP - BFI 5089 Invoice
05/31/96 GLTRX1079 APTRX 51.00 AP - ORKIN 9151 Invoice
06/30/96 GLTRX109B APTRX 129.60 AP - AFE 9227 Invoice
06/30/96 GLTRX1098 APTRX 64.73 AP - BFI 9230 Invoice
06/30/96 GLTRX1098 APTRX 156.63 AP - BFI 9231 Invoice
06/30/96 GLTRX1098 APTRX 51.00 AP - ORKIN 9281 Invoice
06/30/96 GLTRX1098 APTRX 73.00 AP - RAI 9289 Invoice
07/17/96 GLTRX1117 30288 332 221.41 BFI C,R.rI'1qOQ{,?
07/31/96 GLTRX1118 APTRX 572.00 P - RM 9357 Invoice
07/31/96 GLTRX1118 APTRX 51.00 AP - ORKIN 9386 Invoice
07/31/96 6LTRX1118 APTRX 3 71. AP - vWEC 9406 Invoice
07/31/96 GLTRX1118 APTRX 146.1.f. AP - WEBROWN 9410 lnvoic
08/28/96 GLTRX1134 30600 367 224.27 BFI
08/31/96 GLTRX1133 APTRX 8.58 AP - CRM 9426 Invoice
08/31/96 GLTRX1133 APTRX 59.57 AP - ECK 9450 Invoice
0u/31/96 GLTRX1133 APTRX 55.80 AP - ECK 9451 Invoice
• 08/31/96 GLTRX1133 APTRX 37.20 AP - ECK 9452 Invoice
08/31/96 GLTRX1133 APTRX 47.46 AP - MEADOWS 9469 Invoice
08/31/96 GLTRX1133 APTRX . 51.00 AP - ORKIN 9473 Invoice
08/31/96 GLTRX1133 APTHx . 61.54o HP - wt8RowN---7.%9-115.767T)
09/30/96 GLTRX1164 AMPYS 416 257.44 Sept. AApy's
09/30/96 GLTRX1165 AMPYS 419 257.44 Sept. itecoaea
09/30/96 GLTRX1159 APTRX 160.49 AP - BFI 9519 Invoice
09/30/96 GLTRX1159 APTRX 63.78 AP - BFI 9520 Invoice
09/30/96 GLTRX1159 APTRX 51.00 AP - ORKIN 9568 Invoice
09/30/96 GLTRX1159 APTRX 37.50 AP - VWEC 9585 Invoice
10/15/96 GLTkX1182 30879 936 kW Extera�inatin
10/30/96 GLTRX1178 APTRX 'i H • AP - WEBROWN 9734 Invoice
10/31/96 GLTRX1178 APTRX 63.78 AP - BFI 9599 Invoice
10/31/96 GLTRX1118 APTRx 161.49 AP - 6F1 9600 Invoice
11/01/96 GLTRX1178 APTRX 63.76 AP - BF! 9646 Invoice
11/01/96 GLTRX1178 APTRX 160.49 AP - BFI 9647 Invoice
11/12/96 GLTRX1178 APTRX 51.00 AP - ORKIN 9673 Invoice
11/12/96 GLTRX1178 APTRX 53.00 AP - TIGER 9718 Invoice
11/13/96 GLTRX1178 APTRX 84.50 AP - RAI 9701 Invoice
11/25/96 GLTRX1183 31161 935 50.00 Repair Max-Dishwasher
12/01/96 GLTRX1214 APTRX 68.40 AP - BFI 9763 Invoice
12/01/96 GLTR'(1214 APTRX 162.89 AP - BFI 9764 Invoice
12/01/96 GLTRX1214 APTRX 80.00 AP - RAi 9865 invoice
12/01/96 GLTRX1214 AP1Rx 900.0u AP - SLW 9878 Invoice
12/06/96 GLTRX1220 31304 1514 125.00 Buzz Faulconer
12/18/96 GLTRX1216 APTRX 195.99 AP - VWEC 9948 Invoice
12/23/96 GLTRX1220 31410 1514 257.44 A._py_'s Cleaning
12/25/96 GLTRX1214 APTRX (- .42' AP - WEBROWN 9934 Invoice
12/26/96 GLTRX1214 APTRX 50.00 AP - TIGER 9891 Invoice
12/31/96 GLTRX1214 APTRX 51.00 AP - ORKIN 9848 Invoice
1MI IAC.111'1LN 1 I.
•Ntl)i 1 ,)
'47
.{'yRR 4
-- 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)
Office of Environmental Health LOUISA COUNTY (LOUISA)
Phone (804) 972-6259 P. O. BOX 7546 NELSON COUNTY (LOVINGSTON)
FAX (804) 972-4310 Charlottesville, Virginia 22906
September 22, 1997
Mr. David Benish
Chief of Community Development •
Community Development Division
County of Albemarle
401 McIntire Road
Charlottesville, VA 22902-4596
Dear Mr. Benish:
This letter is to summarize our discussion on September 19, 1997 regarding the Kirtley
property located on Route 250 West, approximately .25 miles west of the Boars Head
Inn.
According to the water usage report that was given to me and as I stated in an earlier
letter, there is a high probability that the septic system serving the warehouse is
beginning to fail. The only way to know for sure would be to undercover the distribution
box so that a visual inspection can be done.
Behind the Kirtley office building, there is adequate area to install a reserve drain field
for the warehouse if needed. I understand that this building does have county permission
to hook to county sewer should a problem arise with the septic system.
Please let me know if I can provide any additional information on this matter. I can be
reached most mornings, Monday through Friday, 8:30— 9:30.
Sincerely
William A. Craun
Environmental Health Specialist Senior
GENERAL LEDGER DETAIL ACCOUNT BALANCE 4 1fr c
For the Period Jan 01, 15'97 to Jul 31, 1597 r/I Y�[.-�
For the Account 5380-000 - In Location Sequence - * = Inactive Account
ACCOUNT BEGINNING BALANCE REFERENCE
NUMBER DESCRIPTION POST DATE TRX SOURCE SOURCE DOC JRNL NO DEBIT NET CHANGE
CREDIT ENDING BALANCE
001-5380-000 Building 6 Grounds - Beer .00
01/14/97 GLTRX1214 APTRX 51.00 AP - ORKIN 9849 Invoice
01/17/97 GLTRX1216 APTRX 201.38 AP - TIGER 9943 Invoice
01/23/97 GLTRX1216 APTRX 146.94 AP - WEBROWN- 9976 Invoice
01/23/97 GLTRX1238 APTRX (45.00 AP - CSSe:=1:010060 Invoice
01/29/97 GLTRX1225 APTRX 64.00 AP - WEBROWN/I0033 Invoice
01/25i'37 GLTRX1225 APTRX 71.80 AP - WEBROWN` 10034 Invoice
01/30/97 GLTRX1217 APTRX 46.45 AP - 8FI 9982 Invoice
• 01/30/97 GLTRX1217 APTRX 160.49 AP - EFI 5983 Invoice
02/01/97 GLTRX1217 APTRX 51.00 AP - ORKIN 9995 Invoice
02/01/57 GLTRX1225 APTRX 46.45 AP - BFI 10013 Invoice
02/01/97 GLTRX1225 APTRX 160.49 AP - BFI 10014 Invoice
02/07/97 GLTRX1264 31701 2200 50.16 Rivanna Solid Waste Auth.
02/10/97 GLTRX1225 APTRX 51.00 AP - ORKIN 10023 Invoice
02/13/97 GLTRX12:O APTRX 123.88 AP - HI4GLEAS 16063 Invoice
03/01/97 GLTRX1238 APTRX 51.00 AP - ORKIN 100j7 Invoice
03/0i/57 GLTRX1246 APTRX 160.45 AP - BFI 10112 Invoice
03/01/97 6LTRX1246 APTRX 46.45 AP - BF' 10113 Invoice
03/07/97 GLTRX1267 APTRx 8S.0o AP - RAI 10163 Invoice
03/10/57 GLTRX1267 APTRX 153.39 AP - BFI 10142 Invoice
03/10/97 GLTRX1267 APTRX 153.39 AP - BFI 10152 Invoice
03/10/97 GLTRX1268 APTRX 153.39 AP - BFI 10175 Credit
03/17/97 GLTRX1267 APTRX 30.00 AP - BFI 10143 Invoice
03/17/97 GLTRX1267 APTRX 80.00 AP - BFI 10144 Invoice
03/17/97 GLTRX1267 APTRX 1,640.17 AP - BFI 10145 Invoice
03/24/97 GLTRX1276 APTRX 394.85 AP - BFI 10176 Invoice
03/26/97 GLTRX1275 32067 2214 46.97 J. Parham
03/31/97 GLTRx1276 APTRX 5.84 AP - MEADOWB ' 10177 Invoice
03/31/97 GLTRX1281 APTRX .5•. AP - MEADOWS 10195 Credit
04/01/97 GLTRX1279 APTRX 566.72 AP - BFI 10184 Invoice
04/22/97 GLTRX1297 32132 2286 50.54 Rivanna Solid Waste Auth.
04/24/97 GLTRX1295 APTRX 3,000.00 AP - WEBROWN• 10215 Invoice
04/28/97 GLTRX1314 APTRX 145.29 AP - BFI 10226 Invoice
04/29/97 GLTRX1296 OFFDE 2270 1,0003.03 Monticello-Frog. Put.
04/30/97 GLTRX1309 32167 2300 3,000.00 W.E. Brown
05/01/97 GLTRX1314 APTRX 130.00 AP - BFI 10225 Invoice
06/01/97 bLTRX1325 APTRX 40.00 AP - BFI 10239 Invoice
36 ENTRIES ACCOUNT TOTALS: .00 8,150.14 4,157.00 3,993.14 $3,993.14
1 ACCOUNT
36 TOTAL DETAIL ENTRIES GRAND TOTALS: .00 8,150. 14 4,157.00 3,993.14 $3,993.14
*** PARTIAL TRIAL BALANCE *** *** TOTALS ARE OUT OF BALANCE BY: $3,993.14 ***