Routine operation and maintenance of existing public structures, facilities, or topographical features, involving negligible or no expansion of use beyond

20 Documents in Project

Summary

SCH Number
2001031043
Public Agency
Santa Barbara County Flood Control District
Document Title
Routine operation and maintenance of existing public structures, facilities, or topographical features, involving negligible or no expansion of use beyond
Document Type
NOE - Notice of Exemption
Received
Posted
7/17/2024
Document Description
[CONTINUED PROJECT TITLE]: that which presently exists. North County Facilities The North County exempt facilities include concrete channels, earthen road-side ditches, earthen channels, basins within developments, grassy swales, and facilities that are part of the Santa Maria Valley drainage network which include retention and recharge basins. General maintenance includes periodic silt management and the control of weeds. Over the past several years the District has been utilizing mowing for weed and fire control rather than the use of herbicides, although herbicides are still used, but in much lower amounts. The most common weeds that are controlled are Russian thistle, cat ear, wild radish, cape ivy, rape seed weed, myoporum, oleander, fennel, tree tobacco, and mustard. Non-native grasses are also mowed for fire control purposes. Occasionally, the District will remove cattail or bulrush seedlings if they begin to colonize wetted areas near the outlet of a basin. Also, occasional mulefat or coyote bush seedlings are sprayed. The District will conduct herbicide application in the facilities listed below beginning May 1st, and desilting and mowing of non-native vegetation beginning June 1st of the year following that Annual Plan’s approval. Santa Maria/Guadalupe Area: Ditches: 1. Blosser Ditch: This is an asphalt or concrete ditch from Fessler Road downstream to Blosser Basin, a distance of approximately 1.5 miles. The earthen portion of this channel begins downstream of the basin and continues downstream to the Santa Maria River where it enters a flap gate through the Santa Maria River Levee. Between Alvin Road and Donavan Road (a distance of approximately 2,600 feet) the channel is asphalt and sediment tends to settle out requiring desilting. Additionally, weep holes in the concrete lined section and cracks in both the concrete lined and asphalt sections are spot sprayed with herbicide on an annual basis so the cracks don’t get larger from the weeds growing in them and the weep holes remain functional. Desilting is done on a biannual basis and will not be done this year. Potential Area of impact is less than 100 square feet from spot spraying. Refer to Page 4 for the location of this facility. 2. Bradley Ditch: This ditch is approximately 3.5 miles long and is approximately 75% concrete and 25% earthen. From Main Street upstream to Battles Street, portions of the channel are desilted annually with equipment working from the top of the bank and within the concrete channel. From Main Street downstream to Donavan Street portions of the concrete channel are desilted approximately every 3 years. The earthern channel is sprayed on an annual basis to control silt trapping weeds and is not desilted. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 5 for the location of this facility. 3. California Street Ditch: This is a concrete V-ditch with earthen sides above the concrete V. This ditch flows into Foxenwood 3 Basin in the Foxenwood Subdivision. On a biannual basis portions of the ditch are desilted and the banks are mowed for fire suppression purposes. Additionally, on a biannual basis, seedlings are sprayed in the concrete V-ditch to keep the ditch from deteriorating. Potential Area of Impact from mowing is .17 acres and less than 50 square feet for spot spraying seedlings in the V-ditch. Refer to Page 7 for the location of this facility. 4. Crescent Avenue Ditch: This is a concrete V-ditch with earthern sides. It is approximately .75 miles long. On a biannual basis a Kubota is used to desilt portions of the V-ditch. There are also eucalyptus trees adjacent to the ditch that occasionally begin to grow too near the concrete ditch and have to be removed and spot spray the stumps so they don’t damage the concrete. Refer to Page 9 for the location of this facility. 5. Deerfield Channel: This is an earthen channel approximately 2,400’ long. This channel flows into Deerfield Basin in the Foxenwood Subdivision. On an annual basis, seedlings are spot sprayed with herbicide in the earthen channel to keep unwanted vegetation growing in the active channel. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 10 for the location of this facility. 6. Diaz Ditch: This is an earthen ditch approximately 500 feet long. The District spot sprays this ditch on an annual basis to reduce silt trapping vegetation (weeds) and desilts portions of the channel approximately every 3 years. This facility will not be desilted this year. Potential Area of Impact from spot spraying is less than 50 square feet. Refer to Page 11 for the location of this facility. 7. Dutra Ditch: This is an earthen ditch approximately 230’ long. The District spot sprays this ditch\basin on an annual basis to reduce silt trapping vegetation (weeds) and desilt portions of the channel approximately every 3 years. Potential Area of Impact from spot spraying is less than 50 square feet. Refer to Page 12 for the location of this facility. 8. Green Canyon Spillway: This is a concrete spillway that is part of Bradley Lake. The District spot sprays the spillway if vegetation is growing through weep holes or cracks and maintains the spillway free of woody debris. Potential area of impact is less than 50 square feet. Refer to Page 14 for the location of this facility. 9. Industrial Parkway Ditch: This is an earthen ditch that flows from Skyway Drive downstream into A Street Basin, a distance of approximately 1,400 feet. This ditch is sprayed with herbicide annually to keep sediment from accumulating or obstructive vegetation from colonizing the channel. The ditch is desilted approximately every 7-10 years. Potential Area of Impact from spot spraying is less than 100 square feet. Refer to Page 1 for the location of this facility. 10. Lake Marie Ditch: This is an earthen ditch vegetated with grasses and weeds approximately 1,000 feet long. The District mows this ditch on an annual basis to reduce silt trapping vegetation (weeds). This ditch is sprayed with herbicide annually to keep sediment from accumulating or obstructive vegetation from colonizing the channel. The District only desilts approximately 250’ of this ditch on an annual basis. Potential Area of Impact from mowing grass and weeds along the banks is .01 acres. Refer to Page 17 for the location of this facility. 11. McCoy Lane Drain: This is an approximately 200’ long earthen ditch vegetated with grasses and weeds located between Broadway and Skyway Drive. The District mows this ditch on an annual basis to reduce silt trapping vegetation. Potential Area of Impact from mowing grass and weeds along the banks is .01 acres. Refer to Page 19 for the location of this facility. 12. Patterson Road Ditch: This is a concrete bottom ditch with concrete vertical walls approximately 443’ long. This ditch flows though the Patterson Rd subdivision. Weep holes and cracks in the concrete lined section are spot sprayed with herbicide on an annual basis so the cracks don’t get larger from the weeds growing in them and the weep holes remain functional. Potential area of impact is less than 50 square feet. Refer to Page 29 for the location of this facility. 13. Santa Maria River Levee: The U.S. Army Corps of Engineers constructed this levee and the District is mandated to maintain it. Maintenance consists of annually spot spraying the river side of the levee rock area. Per ACOE regulations, the District also maintains a 15’-wide vegetation free zone along the entire toe of the levee. The backside of the levee (which does not contain rock like the front of the levee does), and the lower levee roads, are mowed annually for weed control. The backside of the levee and access roads are completely outside of the drainage. Impact from mowing this area outside of the channel is 130 acres. Potential area of impact is less than 1,000 square feet for spot spraying. The District applies pre-emergent herbicide on the front side of the levee and impacts associated with pre-emergent application are 81 acres. Refer to Page 32 for the location of this facility. 14. Sonya St. Ditch: This is an earthen ditch approximately 1,300’ long. The District spot sprays this ditch and mows the slopes on an annual basis to reduce silt trapping vegetation and for fire suppression purposes. Portions of the channel are desilted approximately every 5 years. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 34 for the location of this facility. 15. Texaco Ditch: This is an earthen channel approximately 2,300’ long. The District spot sprays this ditch on a biannual annual basis to reduce silt trapping vegetation (weeds) and desilts portions of the channel approximately every 5 years. Refer to Page 11 for the location of this facility. 16. Willemsen Ranch Channel: This is an earthen ditch 720 feet long beginning just downstream of Park Circle in Santa Ynez. This ditch is spot sprayed annually to keep sediment from accumulating or obstructive vegetation from colonizing the channel. The ditch is desilted approximately every 7-10 years. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 37 for the location of this basin. Basins 1. A-Street Basin: The basin is mowed annually and the low flow channel through the basin is spot sprayed on an annual basis. The basin is desilted approximately every 7-10 years. Potential areas of impact are less than 50 square feet from spot spraying and .25 acres from mowing. Refer to Page 1 for the location of this facility. 2. Basin B: This basin is also known as Orcutt Regional Detention Basin B. This basin is mowed on an annual basis for fire suppression purposes. The outlet structure is sprayed on annual basis to eliminate vegetation from blocking the outlet structure. This basin is desilted every 5-7 years. Potential area of impact for mowing is 1.0 acres. Refer to Page 28 for the location of this facility. 3. Blosser Basin: The upper access road around this basin in mowed annually for fire control and volunteer woody vegetation and cattails are spot sprayed. Potential Area of Impact is .18 acres from mowing the access road around the top of the basin. See Page 4 for the location of this facility. 4. Bradley Basin: The outlet structure on this basin is spot sprayed annually. Willows will be brushed at the entrance to the basin. Potential area of impact is less than 50 square feet for spot spraying and 500 square feet for brushing. The basin is desilted every 3 to 5 years. Refer to Page 5 for the location of this facility. 5. C2P2 Basin: This is a retention basin located in an industrial area. This basin is mowed on an annual basis for fire suppression purposes. The outlet structure is sprayed on an annual basis to eliminate vegetation from blocking the outlet structure. Potential area of impact is 2.5 acres from mowing. Refer to Page 6 for the location of this facility. 6. Country Hills Basin: This is a retention basin located in an urban area. This basin is mowed on an annual basis for fire suppression purposes. The inlet structure is sprayed on annual basis to eliminate vegetation from blocking the inlet structure. Potential area of impact is .5 acres from mowing and less than 50 square feet for spot spraying. Refer to Page 25 for the location of this facility. 7. Deer Field Basin: This basin is located within the Deer Field Estates taking street drainage. The banks of this basin are mowed on an annual basis for weed and fire control. The V-ditches are spot sprayed on an annual basis. The basin is desilted every 3 to 5 years. Refer to Page 10 for the location of this basin. 8. Diani Basin: The banks of this basin are mowed on an annual basis for weed and fire control. The bottom of this basin is spot sprayed on an annual basis. Potential Area of Impact is less than 50 square feet from spot spraying and .25 acres from mowing. Refer to Page 13 for the location of this facility. 9. Foxenwood Basin #2: This basin a grassy Park within a subdivision that acts to retard runoff during the winter months but is otherwise a grassy play area. The District maintains the inlet and outlet pipes on a biannual basis by removing any accumulated sediment immediately blocking the pipes. Potential area of impact is 0.5 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 7 for the location of this facility. 10. Getty Basin: This is a recharge basin. The upper banks of the basin are sprayed on a biannual basis and the slopes of the basin are disced on a biannual basis to retain the recharge capacity of this facility. Potential Area of Impact is .35 acres from spraying the fence line and 11 acres for discing the basin slopes. Refer to Page 13 for the location of this facility. 11. Hummel Basin: This is a retention basin located in an urban area. This basin is mowed on an annual basis for fire suppression purposes. The inlet structure is sprayed on annual basis to eliminate vegetation from blocking the inlet structure. Potential area of impact is 1.0 acre for mowing and less than 10 square feet for spot spraying. Refer to Page 25 for the location of this facility. 12. Hobbs Fee Retention Basin: Weeds in this basin are mowed every year for weed and fire control, and the area immediately adjacent to the inlet structure is sprayed to keep it from becoming blocked by cattails. Potential Area of Impact is .28 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 13 for the location of this facility. 13. K-Mart Basin: Weeds in this basin are mowed on an annual basis for fire and weed control. The bottom of the basin is also spot sprayed on an annual basis to eliminate the woody vegetation that may begin to colonize in the basin, and the basin is desilted approximately every 7 years. Potential Area of Impact is .2 acres for mowing and less than 50 square feet for spot spraying. Refer to Page 15 for the location of this facility. 14. Kovar Basin: The area immediately surrounding the inlet of this basin is spot sprayed on a biannual basis. Potential area of Impact for spot spraying is less than 100 square feet. Refer to Page 13 for the location of this facility. 15. Lakeview Basin: This is a retention basin located in an urban area. This basin is mowed on an annual basis for fire suppression purposes. The outlet structure is sprayed on an annual basis to eliminate vegetation from blocking the outlet structure. Potential area of impact is .5 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 16 for the location of this facility. 16. Mud Lake Basin 1,2,3: All three basins are connected together and work as retention basins. On an annual basis, these basins are mowed for weed and fire control. The bottom of Mud Lake Basin 1 is spot sprayed on an annual basis to eliminate the woody vegetation that may begin to colonize the basin. Potential area of impact is 2.5 acres for mowing and less than 100 square feet for spot spray. Refer to Page 24 for the location of this basin. 17. Oak Knoll Basin: On an annual basis, this basin is mowed for weed and fire control. The bottom of the basin is also spot sprayed on an annual basis to eliminate the woody vegetation that may begin to colonize the basin. Potential Area of Impact is .28 acres for mowing and less than 50 square feet for spot spraying. Refer to Page 24 for the location of this facility. 18. Orcutt-Solomon Basin (also known as California Street Basin): This is a sediment basin that is desilted approximately every two years. The banks of the basin are mowed on an annual basis for fire and weed control. Potential Area of Impact is 1.8 acres for mowing. See Page 27 for the location of this facility. 19. Prell Street Basin: The banks of this basin are mowed on an annual basis for weed and fire control. The bottom of the basin is maintained vegetation free with annual spot spray. The basin is desilted approximately every 7 years. Potential Area of Impact is .23 acres for mowing and less than 50 square feet for spot spraying. Refer to Page 30 for the location of this facility. 20. Quail Meadows Basin: This Basin is a retention basin located in an urban area and is mowed on an annual basis for fire suppression purposes. The inlet structure is sprayed on an annual basis to eliminate vegetation from blocking the inlet. Potential area of impact is 0.2 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 16 for the location of this facility. 21. Simas Park Basin: This is a retention basin located in an urban area. The bottom of the basin is maintained vegetation free with annual spot spray. The basin is desilted annually, removing debris trapping sediment from the outlet structure. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 33 for the location of this facility. 22. Tanglewood Basin: The ditch running through the middle of the basin is spot sprayed on a 1-2 year basis and the basin is desilted approximately every 3-5 years. Potential Area of Impact is less than 50 square feet for spot spraying. See Page 35 for the location of this facility. 23. Union Valley Parkway Basin: This is a retention basin located in an urban area. This basin is mowed on an annual basis for fire suppression purposes. The inlet structure is sprayed on an annual basis to eliminate vegetation from blocking the inlet. Potential area of impact is .1 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 25 for the location of this facility. 24. Village Hills Basin: This is a retention basin located in an urban area. The basin is mowed on an annual basis for fire suppression purposes. The inlet structure is sprayed on an annual basis to eliminate vegetation from blocking the inlet. Potential area of impact is 0.1 acres for mowing and less than 10 square feet for spot spraying. Refer to Page 25 for the location of this facility. Los Alamos: Ditches: 1. Los Alamos Eastside Ditch: This is a 200’ long grassy swale and is mowed annually. Potential Area of Impact is 1.5 acres from mowing the ditch. Refer to Page 18 for the location of this facility. Santa Ynez/Lompoc: Ditches 1. Airey-Skytt Channel: This is a half concrete/half earthen channel. The earthen channel is spot sprayed annually to reduce silt trapping vegetation. Potential Area of Impact is less than 50 square feet for spot spraying. Refer to Page 2 for the location of this facility. 2. Amby Ditch: This is an earthen ditch approximately 900 feet long and the District spot sprays the channel bottom on an annual basis. Portions of the channel are desilted approximately every 3-5 years. Potential Area of Impact is less than 50 square feet for spot spraying. Refer to Page 3 for the location of this facility. 3. Calvert Ditch: This earthern ditch runs parallel to Lompoc-Casmalia Road for approximately 1000 feet and then turns to the south and flows through cultivated fields to the Santa Ynez River, a total distance of 2,240 feet. The District spot sprays the invert and mows the banks on an annual basis for weed and fire control. Potential Area of Impact is less than 100 square feet for spot spraying and .7 acres for mowing. Refer to Page 20 for the location of this facility. 4. Cebada Canyon Channel: This is a concrete channel approximately 1 mile long that has portions of the length desilted on an annual basis. The portions of the channel that are not desilted are spot sprayed on an annual basis Potential Area of Impact is less than 100 square feet for spot spraying. Refer to Page 8 for the location of this facility. 5. Hoag-Santa Rita Ditch: This is an earthen ditch, approximately .75 miles long, containing 4 concrete check structures. The District only maintains the check structures which is needed on a very infrequent basis. Maintenance, when needed, is usually fixing erosion along the edges of the structure. Refer to Page 8 for the location of this facility. 6. Lilley-Hayes Ditch: This is an earthen road-side ditch approximately 4,400 feet long that is a tributary to Cebada Channel. The District spot sprays the channel and mows the banks on an annual basis for weed and fire control. Potential Area of Impact is less than 50 square feet for spot spraying and 1.0 acre for mowing. Refer to Page 8 for the location of this facility. 7. Mesa Oaks Basin: This basin is located within the Mesa Oaks Subdivision receiving urban runoff. On an annual basis, this basin is mowed for weed and fire control. The bottom of the basin is also spot sprayed on an annual basis to eliminate the woody vegetation that may begin to colonize the basin. Potential area of impact is 0.4 acres for mowing and less than 100 square feet for spot spraying. Refer to Page 20 for the location of this basin. 8. Miguelito Channel: This is a concrete channel that runs through the City of Lompoc and is a tributary to the Santa Ynez River. The lower 500 feet of the channel is earthen and is spot sprayed on an annual basis to remove obstructive vegetation clumps so they don’t block the channel. Garbage and other debris are periodically removed from the concrete channel with a loader on an as needed basis, sometimes several times a year. Potential Area of Impact is less than 100 square feet for spot spraying. Refer to Page 21 for the location of this facility. 9. Mission Hills Channel: This is an earthen channel that runs through the Mission Hills Subdivision and is approximately 1.6 miles. The District maintains 4 check structure on a very occasional basis. Maintenance of the check structure would be erosion repair around the structure. The District also mows the access road for weed and fire control on an annual basis and occasionally spot sprays the invert if it begins to become colonized with vegetation. Potential Area of Impact is 1.5 acres for mowing the access road along the top of the channel and less than 100 square feet for spot spraying. Refer to Page 22 for the location of this facility. 10. Rodeo Channel: This is a concrete channel, approximately 2,100 feet long, that runs into Rodeo-San Pasqual Basin. On a biannual basis, small deposits of sediment are removed from the channel with a loader so sediment does not accumulate. Weep holes and cracks in the concrete lined section are spot sprayed with herbicide on an annual basis so the cracks don’t get larger from the weeds growing in them and the weep holes remain functional. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 31 for the location of this facility. 11. Rodeo-San Pasqual Channel: This is a concrete channel, approximately 2.73 miles long, that runs across the Lower Lompoc Valley and is a tributary to the Santa Ynez River. On an annual basis, small deposits of sediment are removed from the channel with a loader so sediment does not accumulate. Potential Area of impact is 6 acres from driving the loader down the concrete channel. Refer to Page 31 for the location of this facility. 12. San Pasqual Channel: This is a concrete channel, approximately 3,500 feet long that runs into Rodeo-San Pasqual Basin. On an annual basis, small deposits of sediment are removed from the channel with a loader so sediment does not accumulate. Weep holes and cracks in the concrete lined section are spot sprayed with herbicide on an annual basin so the cracks don’t get large from weeks growing in them, and weep holes remain functional. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 31 for the location of this facility. 13. Thumbelina Ditch: This is a concrete channel approximately 650 feet long with a short (120 feet) earthen channel portion. The concrete lined channel requires desilting approximately every 5-7 years and the earthen channel is occasionally spot sprayed, and access roads mowed on an annual basis. Potential Area of Impact is less than 50 square feet for spot spraying. Refer to Page 36 for the location of this facility. Basins: 1. Buellton Basins 1 & 2: The banks of these basins are mowed on an annual basis for weed and fire control and the basins are desilted approximately every 3-5 years. The basins are spot sprayed annually to remove unwanted vegetation from the invert of the basin. Potential Area of Impact is 2 acres for mowing and less than 100 square feet for spot spraying. Refer to Page 3 for the location of these basins. 2. Cemetery Debris Basin: This basin is mowed on an annual basis and spot sprayed occasionally to remove woody vegetation if it becomes established. Potential Area of Impact is .04 acres for mowing and less than 50 square feet for spot spraying. Refer to Page 23 for the location of this facility. 3. Fault Canyon Basin: Weeds and grasses are mowed on an annual basis in the basin and the basin is desilted every 7-10 years and spot sprayed annually to remove woody vegetation if it becomes established. Potential Area of Impact is .04 acres for mowing and less than 50 square feet for spot spraying. Refer to Page 23 for the location of this facility. 4. Miguelito Basin: The edge of the basin is spot sprayed on a biannual basis so it doesn’t become colonized with bulrush. The basin is desilted approximately every 5-10 years. Potential area of impact is less than 100 square feet for spot spraying. Refer to Page 21 for the location of this facility. 5. Mission Hills Basin: Mustard and poison hemlock are mowed annually within the basin for weed and fire control. Potential Area of Impact is 1.5 acres for mowing. Refer to Page 22 for the location of this facility. 6. Mormon Canyon Basin: Weeds and grasses are mowed on an annual basis in the basin and the basin is desilted every 7-10 years. Potential Area of Impact is .04 acres for mowing. Refer to Page 23 for the location of this facility. 7. R Street Basin: Mustard and poison hemlock are mowed annually within the basin for weed and fire control. The basin is also spot sprayed every other year if woody vegetation begins to colonize the basin. Potential Area of Impact is .04 acres for mowing. Refer to Page 21 for the location of this facility. 8. Rudolph Basin: This basin is very occasionally mowed to control weeds. Potential Area of Impact is .04 acres for mowing. Refer to Page 23 for the location of this basin. 9. Cherry Ave. Basin: The inlet structure is desilted every 3-5 years removing unwanted sediment and vegetation. 10. Hubble Basin: This basin is annually mowed to control weeds. Potential Area of Impact is 0.5 acres for mowing. Refer to Page 23 for the location of this basin. South Coast Facilities: Most of the South Coast facilities are concrete channels that require minor maintenance. Maintenance mainly consists of periodic inspection of the weep holes along the concrete channel and trimming of vegetation that overhangs the channel from adjacent back yards and along access roads and vegetation such as ivy that grows down the concrete itself. The District occasionally paints over graffiti. The District will conduct herbicide application in the facilities listed below beginning May 1st, and desilting and mowing of non-native vegetation beginning June 1st of the year following that Annual Plan’s approval. If the project does not specifically state that desilting will occur, then that facility will not be desilted under this year’s Annual Plan. All South Coast Facilities have a potential area of impact of less than 100 square feet from spot spraying. Concrete Channels: 1. Arroyo Burro Channel: From the confluence with San Roque Creek downstream to Calle Real Street, approximately 1,000 feet. On an annual basis the concrete channel is spot sprayed and sediment is removed approximately every 5 years. Refer to Page 1. 2. Atascadero Channel: From Arroyo Road downstream to the confluence with Hospital Channel, a distance of 2,170 feet. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. Refer to Page 2. 3. Cieneguitas Channel: From the Union Pacific railroad tracks downstream to Modoc Road, a distance of 500 feet. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. Refer to Page 3. 4. Derbiano Drain: From the confluence with Hospital Creek upstream 1000’. This concrete channel consists of overhanging shrubs that protrude into the active channel. The shrubs will be cut and removed from the active channel on an annual basis. The channel is desilted every 3 to 5 years. Refer to Page 2. 5. El Encanto Channel: From Hollister Avenue to Phelps Road, a distance of 1,700 feet. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. Refer to Page 5. 6. Encina Drain: From Cathedral Oaks Road to Berkeley Road, a distance of 371 feet. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3 to 5 years. Refer to Page 6. 7. Franklin Channel: From upstream of Casitas Pass Road downstream to the Carpinteria Salt Marsh, a distance of 2.2 miles. This concrete channel consists of overhanging shrubs that protrude into the active channel. The shrubs will be cut and removed from the active channel on an annual basis. Every 3 to 5 years sediment is removed from the channel and will be removed this year. Refer to Page 7. 8. Fremont Channel: From Queen Anne Road downstream 125 feet. Every 3-5 years, sediment is removed from the channel. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis. Refer to Page 9. 9. High School Drain: On the east side of Carpinteria High School from Foothill Road upstream 500’. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. Refer to Page 7. 10. Hog Canyon Channel: From the confluence with Carpinteria Creek upstream 500’. Every 5 to 7 years, sediment is removed from the channel. Refer to Page 10. 11. Hospital Channel: From Hollister Avenue downstream to the confluence with Atascadero Creek, a distance of 2,060’. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3-5 years and will be desilted this year. Refer to Page 2. 12. Las Positas Channel: From Veronica Springs Road upstream 1000’. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3 to 5 years. Refer to Page 12. 13. Los Carneros Channel: From Los Carneros Road downstream to Hollister Avenue, a distance of 1,900-feet. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3-5 years and will be desilted this year. Refer to Page 13. 14. Mission Channel: From Los Olives to Pedregosa St and from Valerio to Canon Perdido, a total distance of 5,641’. Garbage or debris, along with graffiti removal is conducted on a yearly basis. The channel is desilted every 3 to 5 years. Refer to Page 14. 15. Montecito Channel (Casa Dorinda Channel): From Hot Springs Road downstream to the Montecito Debris Basin, a distance of 1000’. Every 3 to 5 years, sediment is removed from the channel. Refer to Page 15. 16. Pace Park Drain: Between Highway 101 and Pace Park Subdivision, a distance of 1,000’. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3 to 5 years. Refer to Page 7. 17. Patterson Drain: This concrete swale runs parallel to Patterson Road for a distance of 150’. This channel is desilted every 3 to 5 years. Refer to page 17. 18. Patterson Estates Drain: Is the inlet to Patterson drain located at the upper end of Patterson Estates. The inlet is weeded and spot sprayed on an annual basis. Refer to page 17. 19. Placencia Drain: This is a drain pipe that drains water from the low lying Placencia St. neighborhood into San Pedro Creek. The District maintains the inlet free of sediment and debris on an annual basis. Refer to page 18. 20. Robin Hill Drain: On the west side of Robin Hill Road from Hollister Avenue upstream 500’. The bottom of the channel is spot sprayed along with graffiti removal on an annual basis to eliminate the vegetation that may begin to colonize within the channel. The channel is desilted every 3 to 5 years. Refer to Page 13. 21. Romero Channel: From Fernald Point Road to the ocean, a distance of 600’. Every 3 to 5 years, sediment is removed from the channel. Refer to Page 19. 22. San Jose Channel: From Hollister Avenue downstream 4,000’ to Goleta Slough. The District maintains the access road within the channel on the right side. The road is weeded and spot sprayed on an annual basis. The channel will be desilted as needed. Potential area if impact is less than 500 square feet for spot spraying. Refer to Page 22. 23. San Pedro Channel: Runs from Calle Real upstream 1600’. Vegetation that is overhanging or has fallen in the channel is removed and weep holes are spot sprayed. Refer to Page 20. 24. Sandpiper Drain: This channel is located on the west side of the Sandpiper trailer park for a distance of 200’. Debris and unwanted vegetation is removed on an annual basis. Refer to Page 7. 25. Santa Monica Channel: This channel runs from the Santa Monica Debris basin downstream approximately 1.2 miles to Carpinteria Salt Marsh. Debris and unwanted vegetation is removed on an annual basis. The channel is desilted every 3 to 5 years. Refer to Page 7. 26. Serenidad Drain: From the confluence with Las Vegas Creek upstream 350’. Every 5 to 7 years, sediment is removed from the channel. Refer to Page 20. 27. Shirrell Drain: This is a concrete v-ditch that drains a portion of the housing track just west of Las Vegas Creek. Vegetation that is overhanging or has fallen in the channel is removed as needed. Refer to Page 21. 28. Via Regina Ditch: On the east side of the homes located on Via Regina, for a distance of 700’. Every 5 to 7 years, sediment is removed from the channel. Refer to Page 23. 29. Westside Storm Drain: The District maintains the outlet structure at the Boys and Girls club. This outlet requires removal of garbage and debris from outlet grate on an as needed basis. Refer to Page 24. Basins: 1. El Encanto Basin: Located on Mitcheltorena Street in Santa Barbara. This basin requires rock and debris (small woody debris) removal (approximately 5 cubic yards) approximately every 10 years. Refer to Page 4. 2. Franciscan Basin: This sediment basin is at the upstream end of Franciscan Culvert 1360 Cravens Lane in Carpinteria. This basin requires desilting approximately every 5 years to remove approximately 500 cubic yards of sediment and occasional spot spraying for weeds or cattails (approximately 5 square feet of cattails). Refer to Page 7. 3. Hog Canyon Basin: This basin requires desilting approximately every 5 years to remove between 100-200 cubic yards of sediment. Mustard and weedy vegetation are mowed annually within the basin for weed and fire control. The basin is also spot sprayed every other year if woody vegetation begins to colonize the basin. Refer to Page 11. 4. Hospital Basin: Immediately north of Goleta Valley Little League fields on Hollister Avenue. This basin requires desilting approximately every 5 years to remove between 100-200 cubic yards of sediment. Mustard and weedy vegetation are mowed annually within the basin for weed and fire control. The basin is also spot sprayed every other year if woody vegetation begins to colonize the basin. Refer to Page 2. 5. Kim’s Basin: Next to Kim’s Market on Via Real in Carpinteria: This basin requires desilting approximately every 10 years to remove approximately 1000 cubic yards of sediment and occasional spot spray of cattails (approximately 5 square feet of cattail removal). Refer to Page 7. 6. Parma Basin: Weedy vegetation is mowed annually within the basin it is also spot sprayed every other year if woody vegetation begins to colonize the basin. Refer to Page 16.

Contact Information

Name
Seth Shank
Agency Name
Santa Barbara County Flood Control District
Job Title
Regulatory Compliance Manager III
Contact Types
Lead/Public Agency / Project Applicant / Parties Undertaking Project

Location

Counties
Santa Barbara
Regions
Countywide, Southern California
Other Location Info
Flood control facilities throughout Santa Barbara County. See project location maps in attachments.

Notice of Exemption

Exempt Status
Categorical Exemption
Type, Section or Code
Section 15301 Existing Facilities
Reasons for Exemption
Routine operation and maintenance of existing public structures, facilities, or topographical features, involving negligible or no expansion of use beyond that which presently exists.
County Clerk
Santa Barbara

Attachments

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