CC CONSENT
HIDALGO COUNTY
COMMISSIONERS' COURT MEETING
COMMISSIONERS' COURT MEETING
January 13, 2009
1:30 P.M.
NOTICE is hereby given in accordance with Chapter 551, Texas Government Code, that a SPECIAL MEETING of the Commissioners' Court will be held in the Commissioners' Courtroom of the Administration Building, 100 E. Cano, 1st floor, Edinburg, Hidalgo County, Texas. Discussion and possible action relating to the following business will be transacted:
NOTICE TO THE PUBLIC
CONSENT AGENDA
The following items are of a routine or administrative nature. The Commissioners' Court has been furnished with background and support on each item, and/or it has been discussed at a previous meeting. All items will be acted upon by one vote without being discussed separately unless requested by a Commissioner, in which event the item or items will immediately be withdrawn for individual consideration in its normal sequence after the items not requiring separate discussion have been acted upon. The remaining items will be adopted by one vote.
1.
Approval of check register and payment of claims and bills - County Auditor
2.
2008 Intradepartmental transfers:
A.
2008 - Public Defender's Office (1100)
B.
2008 - 92nd D.C. (1100)
C.
2008 - 275th D.C. (1100)
D.
2008 - 370th D.C. (1100)
E.
2008 - Safety Division (1100)
F.
2008 - C.C.L. #1 (1100)
G.
2008 - Probate Court (1100)
H.
2008 - C.C.L. #4 (1100)
I.
2008 - C.C.L. #5 (1100)
J.
2008 - Veterans Services (1100)
K.
2008 - Health & Human Services Department - TB Elimination (1293)
L.
2008 - Right of Way (1200)
M.
2008 - Pct. #1 Road Adm. (1201)
N.
2008 - Pct. #3 Parks (1213)
O.
2008 - Pct. #3 Road & Bridge (1203)
P.
2009 - Human Services Division (1100)
Q.
2008 - Pct. #3 Adm. (1203)
R.
2008 - Pct. #4 Landfill (1100)
S.
2008 - Sheriff Department (1100)
3.
2009 Intradepartmental transfers:
A.
2009 - County Judge's (1100)
B.
2009 - Right of Way (1200)
C.
2009 - Parking Lot Security (1100)
D.
2009 - C.C.L. #6 (1100)
E.
2009 - Tax Office (1100)
F.
2009 - 449th DC (1100)
G.
2009 - Insurance (1100)
H.
2009 - Pct. #1 R&B (1201)
I.
2009 - Pct. #1 Adm. (1201)
J.
2009 - Pct. #2 CRC San Juan (1100)
K.
2009 - Pct. #2 R&B (1202)
L.
2009 - Pct. #2 Adm. (1202)
M.
2009 - Pct. #2 CRC Alamo-South Tower (1100)
N.
2009 - Pct. #3 San. (1100)
O.
2009 - Pct. #4 Administration (1204)
P.
2009 - Pct. #4 Landfill (1100)
4.
Planning Department:
A.
Approval of the following Certificates:
1.
Certificates of Plat & Utility Status under Local Government Code Section 232.028 (b)
2.
Certificates of Residence Construction under Local Government Code Section 232.029(c)(1)
3.
Certificates of Water Service Availability under Local Government Code Section 232.029 (c)(2)
5.
Right of Way - Permits:
A.
North Alamo Water Supply:
1. 40 L.F. of proposed 12" PVC waterline crossing Mile 4 West Road (STA.5+00) 30.0ft North of the intersection of Mile 4 West Road and Mile 12 North Road with a bored 20" x 3/8" x 30.0 L.F. steel casing centered on Mile 4 West Road.
2. 186 L.F. of proposed 12" PVC waterline parallel to and 3.00ft south of the north right of way line of Mile 12 North Road (Said road having a 40.00ft right of way) beginning at 1606.00 feet west of the intersection of Mile 12 North and FM 1015 ending 1420.00ft west of the same intersection in all a distance of 186.00 feet.
3. 50.0 L.F. of proposed 12" PVC waterline crossing Mile 12 North Road (STA. 71+30) 1390.0ft west of the intersection of Mile 12 North Road and Mile 2 ½ West road with a bored 20" x 3/8" 50.0 L.F. casing centered on said Mile 12 North Road.
4. The contractor shall install a proposed 12" PVC waterline within Mile 12 North Road right of way beginning at STA.82+85 and being 135.00ft west and 18.00 ft south of the intersection of Mile 12 North Road and Mile 2 ½ West Road.
5. 60 L.F. of proposed 12" PVC waterline crossing Mile 2 ½ West Road (STA.84+20) 18.0 ft south of the intersection of Mile 2 ½ west road and Mile 12 North road with a bored 20" x 3/8" x 35.0 L.F. steel casing centered on said Mile 2 ½ West Road.
6. 37 L.F. of proposed 12" PVC waterline crossing Mile 2 West Road (STA.110-40) being 27.5ft south of mile 12 north road. Said 12" PVC waterline shall be bored with 20" x 3/8" x 30.0 L.F. of steel casing centered on said Mile 2 West Road. (STA. 110+60).
7. 80 L.F. of proposed 12" PVC waterline crossing Mile 1 West Road (STA. 162+93) 17.0 ft north of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 70.0 L.F. steel casing (STA. 163+30) centered on said Mile 1 West Road.
8. 180 L.F. of proposed 12" PVC waterline within Mile 12 North Road right of way. Said waterline shall be 17.0 ft North of said Mile 12 North Road centerline and 446.0 feet East of Tachco Drive centerline.
9. 40 L.F. of proposed 12" PVC waterline crossing Mile 12 North road Joey Drive 35.0 ft North of Mile 12 North Road centerline. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Joey Drive.
10. 30 L.F. of proposed 12" PVC waterline crossing Mile 12 ½ west road being 47.5 feet south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 20.0L.F. steel casing centered on said Mile 12 ½ west road.
11. 30 L.F. of proposed 12" PVC waterline crossing Mile 13 ½ North Road being 35.0ft south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 20.0 L.F. steel casing centered on said Mile 13 ½ North Road.
12. 100 L.F. of proposed 12" PVC waterline crossing Mile 3 East road being 37.5 ft south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 100.0 L.F. steel casing centered on said Mile 3 East Road.
13. 205 L.F. of proposed 12" PVC waterline within Mile 12 North road right of way being 20.0 Ft North of said Mile 12 North Rd centerline and Mile 1 ½ East Road centerline. The proposed waterline then will traverse in southerly direction to cross said Mile 12 North Rd right of way with 52 L.F. of proposed 12" PVC waterline and bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Mile 12 North Road.
14. 381 L.F. of proposed 12" PVC waterline within Mile 12 North Road Right of way being 27.0 ft south of said Mile 12 North Road centerline and being 105.0ft west of the Floodway Levee.
15. 100 L.F. of proposed 12" PVC waterline crossing Tachco Drive (STA. 179-40)35.0 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20"x 3/8" x 35.0 L.F. steel casing (STA. 180+90) centered on said Tachco Drive.
16. 98 L.F. of proposed 12" PVC waterline crossing Tachi Drive 47.5 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Tachi Drive.
17. 100 L.F. of proposed 12" PVC waterline crossing Joey Drive 35.0 feet North of Mile 12 North Road centerline. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing on said Joey Drive.
18. 75 L.F. of proposed 12" PVC waterline within Mile 12 North right of way. Said waterline shall be 23.0 feet North of said Mile 12 North Road centerline.
19. 50 L.F. of proposed 12" PVC waterline crossing Loma Drive (STA. 75+32) 47.5 ft south of Mile 12 North Road. The proposed waterline will be bored with a 20"x 3/8" x 30.0 L.F. steel casing on Loma Drive.
20. 85 L.F. of proposed 12" PVC waterline crossing Victor Avenue (STA.92+41) being 47.5 ft south of Mile 12 North Road. Said 12" PVC waterline shall be bored with 20" x 3/8" x 40.0 L.F. of steel casing centered on said Victor Avenue. (STA. 92+84)
21. 151 L.F. of proposed 12" PVC waterline crossing Mile 12 North Road (STA.110+77) being 17.0 ft East of Mile 2 West Road. Said 12" PVC waterline shall be bored with 20"x 3/8"x 30.0 L.F. of steel casing centered on said Mile 12 North Road. (STA. 110+77).
22. 40 L.F. of proposed 12" PVC waterline crossing Iturbide Street (STA. 35+70) 27.5 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 30.0 L.F. steel casing centered on Iturbide Street.
23. The contractor shall install 300 L.F. of 12" PVC waterline on a 6.0' offset parallel to the north right of way line of Mile 12 North Rd, beginning at a 12" 90 elbow sta. 58+50, located 70.00 LF east of FM 1015 centerline, thence, in an easterly direction along the same alignment a distance of 300 L.F. to a 12" 45 elbow sta. 61+50. The said 12" PVC waterline will traverse in a northeasterly direction into a 15.0' NAWSC easement.
1. 40 L.F. of proposed 12" PVC waterline crossing Mile 4 West Road (STA.5+00) 30.0ft North of the intersection of Mile 4 West Road and Mile 12 North Road with a bored 20" x 3/8" x 30.0 L.F. steel casing centered on Mile 4 West Road.
2. 186 L.F. of proposed 12" PVC waterline parallel to and 3.00ft south of the north right of way line of Mile 12 North Road (Said road having a 40.00ft right of way) beginning at 1606.00 feet west of the intersection of Mile 12 North and FM 1015 ending 1420.00ft west of the same intersection in all a distance of 186.00 feet.
3. 50.0 L.F. of proposed 12" PVC waterline crossing Mile 12 North Road (STA. 71+30) 1390.0ft west of the intersection of Mile 12 North Road and Mile 2 ½ West road with a bored 20" x 3/8" 50.0 L.F. casing centered on said Mile 12 North Road.
4. The contractor shall install a proposed 12" PVC waterline within Mile 12 North Road right of way beginning at STA.82+85 and being 135.00ft west and 18.00 ft south of the intersection of Mile 12 North Road and Mile 2 ½ West Road.
5. 60 L.F. of proposed 12" PVC waterline crossing Mile 2 ½ West Road (STA.84+20) 18.0 ft south of the intersection of Mile 2 ½ west road and Mile 12 North road with a bored 20" x 3/8" x 35.0 L.F. steel casing centered on said Mile 2 ½ West Road.
6. 37 L.F. of proposed 12" PVC waterline crossing Mile 2 West Road (STA.110-40) being 27.5ft south of mile 12 north road. Said 12" PVC waterline shall be bored with 20" x 3/8" x 30.0 L.F. of steel casing centered on said Mile 2 West Road. (STA. 110+60).
7. 80 L.F. of proposed 12" PVC waterline crossing Mile 1 West Road (STA. 162+93) 17.0 ft north of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 70.0 L.F. steel casing (STA. 163+30) centered on said Mile 1 West Road.
8. 180 L.F. of proposed 12" PVC waterline within Mile 12 North Road right of way. Said waterline shall be 17.0 ft North of said Mile 12 North Road centerline and 446.0 feet East of Tachco Drive centerline.
9. 40 L.F. of proposed 12" PVC waterline crossing Mile 12 North road Joey Drive 35.0 ft North of Mile 12 North Road centerline. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Joey Drive.
10. 30 L.F. of proposed 12" PVC waterline crossing Mile 12 ½ west road being 47.5 feet south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 20.0L.F. steel casing centered on said Mile 12 ½ west road.
11. 30 L.F. of proposed 12" PVC waterline crossing Mile 13 ½ North Road being 35.0ft south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 20.0 L.F. steel casing centered on said Mile 13 ½ North Road.
12. 100 L.F. of proposed 12" PVC waterline crossing Mile 3 East road being 37.5 ft south of FM 1425 centerline. The proposed waterline will be bored with a 20" x 3/8" x 100.0 L.F. steel casing centered on said Mile 3 East Road.
13. 205 L.F. of proposed 12" PVC waterline within Mile 12 North road right of way being 20.0 Ft North of said Mile 12 North Rd centerline and Mile 1 ½ East Road centerline. The proposed waterline then will traverse in southerly direction to cross said Mile 12 North Rd right of way with 52 L.F. of proposed 12" PVC waterline and bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Mile 12 North Road.
14. 381 L.F. of proposed 12" PVC waterline within Mile 12 North Road Right of way being 27.0 ft south of said Mile 12 North Road centerline and being 105.0ft west of the Floodway Levee.
15. 100 L.F. of proposed 12" PVC waterline crossing Tachco Drive (STA. 179-40)35.0 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20"x 3/8" x 35.0 L.F. steel casing (STA. 180+90) centered on said Tachco Drive.
16. 98 L.F. of proposed 12" PVC waterline crossing Tachi Drive 47.5 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing centered on said Tachi Drive.
17. 100 L.F. of proposed 12" PVC waterline crossing Joey Drive 35.0 feet North of Mile 12 North Road centerline. The proposed waterline will be bored with a 20" x 3/8" x 35.0 L.F. steel casing on said Joey Drive.
18. 75 L.F. of proposed 12" PVC waterline within Mile 12 North right of way. Said waterline shall be 23.0 feet North of said Mile 12 North Road centerline.
19. 50 L.F. of proposed 12" PVC waterline crossing Loma Drive (STA. 75+32) 47.5 ft south of Mile 12 North Road. The proposed waterline will be bored with a 20"x 3/8" x 30.0 L.F. steel casing on Loma Drive.
20. 85 L.F. of proposed 12" PVC waterline crossing Victor Avenue (STA.92+41) being 47.5 ft south of Mile 12 North Road. Said 12" PVC waterline shall be bored with 20" x 3/8" x 40.0 L.F. of steel casing centered on said Victor Avenue. (STA. 92+84)
21. 151 L.F. of proposed 12" PVC waterline crossing Mile 12 North Road (STA.110+77) being 17.0 ft East of Mile 2 West Road. Said 12" PVC waterline shall be bored with 20"x 3/8"x 30.0 L.F. of steel casing centered on said Mile 12 North Road. (STA. 110+77).
22. 40 L.F. of proposed 12" PVC waterline crossing Iturbide Street (STA. 35+70) 27.5 ft North of Mile 12 North Road. The proposed waterline will be bored with a 20" x 3/8" x 30.0 L.F. steel casing centered on Iturbide Street.
23. The contractor shall install 300 L.F. of 12" PVC waterline on a 6.0' offset parallel to the north right of way line of Mile 12 North Rd, beginning at a 12" 90 elbow sta. 58+50, located 70.00 LF east of FM 1015 centerline, thence, in an easterly direction along the same alignment a distance of 300 L.F. to a 12" 45 elbow sta. 61+50. The said 12" PVC waterline will traverse in a northeasterly direction into a 15.0' NAWSC easement.
6.
Tax Refunds:
A.
| Acct # | Propery Owner | Payer | Amt |
| 10038.99.000.0278.03 | Duda Farm | Duda Farm | $51180.13 |
| C1400.00.065.0016.02 | H&H Meat | H&H Meat | $13613.23 |
| C1400.00.065.0016.03 | H&H Meat | H&H Meat | $15032.53 |
| L5800.01.000.00A1.00 | L&F Dist | L&F Dist | $2796.69 |
| L5800.01.000.00A1.00 | L&F Dist | L&F Dist | $2632.35 |
| M1120.99.000.0002.61 | General Electric | General Electric | $3581.29 |
| M1400.00.000.0014.05 | Flores, Aurelio & Yolanda | Flores, Aurelio & Yolanda | $7495.43 |
| O8300.99.000.0001.11 | Sunshade America | Sunshade America | $4395.72 |
| V2900.00.001.0002.00 | North Rio Valley Invest | North Rio Valley Invest | $7949.20 |
| V2900.00.001.0002.00 | North Rio Valley Invest | North Rio Valley Invest | $4479.37 |
B.
| Acct# | Property Owner | Payer | Amt |
| E4826.02.000.0026.00 | Welch, William | First American | $5049.03 |
| M4750.00.005.0015.00 | Maria Veliz | Green Tree Mortgage | $2643.75 |
| W0100.00.045.0006.04 | Jose D & Maribel Vallejo | Jose D & Maribel Vallejo | $14593.99 |
7.
Urban County:
A.
Request for approval of one (1) applicant in the City of Mercedes and one (1) in the Countywide area under the HOME Homeowner Occupied Housing Rehabilitation Program.
8.
Purchasing Department:
A.
1. Requesting authority to enter into a 12-months copier renewal service agreement with Copy Graphics for the WIC Department for (25) CS-130 copiers at $20.00/mo. Requisition #146112, effective: 01/01/09-12/31/09;
2. Requesting authority to enter into a 39-month new copier lease for a WC5645 printer through our membership/participation with (TCPN) The Cooperative Purchasing Network with Xerox Corporation contract # 072391200 for the Health and Human Services requisition #146156 for the amount of $467.68/month, effective: Upon approval (91100444002400010780) Capital Lease;
3. Requesting authority to enter into a 12-month renewal maintenance agreements with Quality Data Imaging, requisition #145839 for the total amount of $1,096.00/year for the Tax Office:
a. Paper Flow Lite-software that inputs images to the image server (Tax Office) $336.00/yr., Maintenance Contract ID: 25446-Serial No.112511-Dongle key: 13759, effective: 1/29/2009-1/28/2010;
b. PaperVision Enterprise (single seat)-software allows to view images (4) users $190.00 ea. total of $760.00/year-Serial No.112510-effective: 1/29/2009-1/28/2010.
2. Requesting authority to enter into a 39-month new copier lease for a WC5645 printer through our membership/participation with (TCPN) The Cooperative Purchasing Network with Xerox Corporation contract # 072391200 for the Health and Human Services requisition #146156 for the amount of $467.68/month, effective: Upon approval (91100444002400010780) Capital Lease;
3. Requesting authority to enter into a 12-month renewal maintenance agreements with Quality Data Imaging, requisition #145839 for the total amount of $1,096.00/year for the Tax Office:
a. Paper Flow Lite-software that inputs images to the image server (Tax Office) $336.00/yr., Maintenance Contract ID: 25446-Serial No.112511-Dongle key: 13759, effective: 1/29/2009-1/28/2010;
b. PaperVision Enterprise (single seat)-software allows to view images (4) users $190.00 ea. total of $760.00/year-Serial No.112510-effective: 1/29/2009-1/28/2010.
B.
1. Presentation for discussion, consideration and approval of Comdata Corporation/Transmontaigne Product Services, Inc. request form(s) submitted by Elected Officials/Department Heads/Agency and/or Program Directors:
a. Adult Probation Department/Substance Abuse Treatment Facility
2. If applicable, requesting authority to cancel all existing/current Fleet Fueling System cards (i.e. Arguindegui Oil Co., Comdata, and commercial fuel credit cards- Conoco, Exxon, Shell & Valero, etc.) upon receipt, activation and distribution of new cards with confirmation of applicable/required training;
a. Adult Probation Department/Substance Abuse Treatment Facility
2. If applicable, requesting authority to cancel all existing/current Fleet Fueling System cards (i.e. Arguindegui Oil Co., Comdata, and commercial fuel credit cards- Conoco, Exxon, Shell & Valero, etc.) upon receipt, activation and distribution of new cards with confirmation of applicable/required training;