COMMISSIONERS' COURT AGENDA REQUEST
PLEASE FURNISH ONE ORGINAL AND NINE COPIES OF THIS REQUEST AND DOCUMENTS
TO BE REVIEWED BY THE COURT.
MADE BY: Franklin Johnston P.E.
OFFICE: Road & Bridge
MEETING DATE: May 29, 2001 TIME PREFERRED:
SUBJECT: (PLEASE BE SPECIFIC) Consider Abandonment of Lots 13 14 and 19 and all ofLots IS
16, 17 and 18 of Hartshorn Country Sites Subdivision Vol 1 Pg 68-69) and set Public HeazinQ date for same
EXECUTIVE SESSION REQUESTED: (PLEASE STATE REASON)
NAME OF PERSON ADDRESSING THE COURT: Franklin Johnston/Chazlie Diggs/Keith Jones
ESTIMATED LENGTH OF PRESENTATION: 10 minutes
,.-~
IF PERSONNEL MATTER -NAME OF EMPLOYEE:
Time for submitting this request for Court to assure that the matter is posted in accordance with
Title 5, Chapter 551 and 552, government Code, is a follows:
Meeting scheduled for Mondays: 5:00 P.M. previous Tuesday
THIS REQUEST RECEIVED BY:
THIS REQUEST RECEIVED ON:
All Agenda Requests will be screened by the County Judge's Office to determine if adequate information has
been prepared for the Court's formal consideration and action at time of Court Meetings. Your cooperation
will be appreciated and contribute towazds your request being addressed at the earliest opportunity. See
Agenda Request Rule Adopted by Commissioners' Court.
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Franklin Johnston, P.E.
County Engineer
Kerr County Road & Bridge
4010 San Antonio Hwy
Kemille, Texas 78028
Telephone: 830.257-2993
Leonard Odom, Jr.
Road Administrator
Truby Hardin, Admin. Assist
Iva Gass, Secretary
MEMO
TO: Commissioners Court
FROM: Franklin Johnston, P.E.
DATE: May 22, 2001
RE: James Avery Craftman Subdivision
FAX: 830-896-8481
Email kcroads~aJdc.com
1. Consider abandonment of part of Lots 13, 14, and 19, and all of Lots 1 S, 16, 17, and
18 of Hartshorn Country Sites Subdivision (Vol. 1 Pages 68-69) and set date for
Public Hearing.
2. Consider Preliminary Plat of James Avery Craftsman Subdivision, which consists
ofabandoned Lots in Hartshorn Country Sites Subdivision (Vol. 1, Pages 68 & 69)
(Part of Lots 13,14, and 19, and all of Lots 1 S, 16, 17 and 18) plus 27.22 acres of
unplatted property.
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^ LAND SURVEYING & ONSITE WASTEWATER TREATMENT SYSTEMS
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217A WEST WATER STREET • KERRVILLE, TEXAS 78028
Phone (830) 895-1809 • Fax (830) 696-3534 1 Email gwcdiggs@ktc.can
April 22, 2001
Franklin Johnson, PE
County Engineer
Kerr County
4010 San Antonio Highway
Kerrville, TX 78028
RE: James Avery Craftsman Subdivision
Dear Franklin,
Please find attached the preliminary plat for the above reference subdivision. Also
attached is a drawing showing the relationship of the on campus structures, water wells,
on-site sewerage facilities, utilities and existing lot lines.
The plat is a combination of existing acreage tracts and existing full and partial platted
lots. Tract One combines four platted lots into one tract. Tracts Two and Three revise
Lots 13 and 14 of the Hartshorn Country Sites so that they are no longer a portion of a
platted lot. Finally Tract Four combines several acreage tracts into one platted tract.
The purpose of this plat is to eliminate wastewater lines from crossing property lines,
which is a violation of the Texas Administrative Code Chapter 285 concerning on-site
sewerage facilities. This plat does not create additional tracts or building sites. Actually
it takes ten tracts and reduces them to four tracts.
With the purpose of the plat in mind, I am hoping that certain normal requirements for
development can be waived, i.e., contours and drainage study. Currently there are no
addition buildings planned for this James Avery Craftsman campus.
Proposed Tracts One, Two and Three have OSSFs, which discharge less than 1,000
gallons of wastewater a day. Tract Four contains two OSSFs with a collective
wastewater discharge of approximately 4,600 gallons a day. Attached is a letter to Keith
Jones of James Avery Craftsman, Inc. documenting the results of a study we conducted
in February to determine this flow rate.
Please place Keith Jones and I on the next available court date to consider this
.-. preliminary plat and plat revision.
Please call with any questions you may have.
Yours truly,
Charles Di s, RPLS
Cc
Keith Jones,JAC,Inc.
UGRA
HUGWCD
TX DOT
Central Texas Elec. Coop.
Kerrville Telephone Co.
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GUADALUPE SURVEY COMPANY
GUADALUPE WASTEWATER COMPANY
L4ND SURVEYING 8c ON-SITE W :: EWATER TREATMENT SYSTEMS
217-A WEST WATER STREET ~ KERRVILLE, TEXAS 78028
Phone (830)895-1809 ~ Fax (830)8963534• Email gwcCggs~ktc.com
Febuary 19, 2001
James Avery Craftsmen
Attention: Keith Jones
P.O. Box 1248
Kemille, Texas 78029
Dear Keith,
The results of the water study taken between Febuary 1 and Febuary 15, 2001, are as follows:
662 pump cycles over a 14 day period (includes Saturday & Sunday)
93.46 gallons per pump cycle (includes water entering tank during the cycle)
662 cycles/14 days = 47.28 pump cycles per day
47.28 cycles X 93.46 gallons =4419 gallons per day (rounded)
There is another system on this same tract of land and it is designed for 180 gallons per day
(gpd). Adding this amount to the other total (4419 gpd + 1 g0 gpd =4599 gpd) and it is still
under the TNRCC guideline of 5,000 gallons per day.
Si
Charlie Di R.S. `