Grading and drainage in a city this level is a matter of tenths of a percent. In the West Landing plan area the land falls only from 83 feet to 77 across the whole of it, a slope of 0.15 percent, and surface water still runs off into agricultural and roadside ditches. Where a site has that little to work with, a swale and a defined outlet do the work that a slope does elsewhere, and a single settled bay will hold water against a wall all winter.
Downtown the pipes, not the pumps, are the constraint. Storm water from the older blocks runs to two pump stations, one at El Camino and Whitmore and one southwest of Highway 99 through the Pine Street overcrossing, and the City's downtown plan records that the two have capacity for existing downtown uses while some connecting pipes are undersized, some dry wells are not working efficiently and the existing pipes are rusting. On a private lot behind that system, holding water on site is worth more than sending it sooner.
Localized flooding here comes from storage and pipe capacity, not from the river. Don Pedro makes major flooding of Ceres from the Tuolumne remote, and what does happen is small and local, when the storage or the pipe capacity in one part of the city is exceeded, plus the limited low ground below the bluffs in severe events. That pattern puts the fix on the parcel: restore the basin, clear and reset the inlets, and give the building line a fall that runs.
The design storms the city works to are written down, and they are not the same figure. Under the 1995 Storm Drain Master Plan new residential development is designed for a 10-year storm, the 100-year storm has to be held within the basin and the local streets, basin pumps empty a 10-year storm in about 24 hours, and detention and retention facilities are sized for a 50-year, 24-hour storm. An owner's drainage design is drawn to whatever the City requires of that project.
Anything that moves earth here is regulated before the first bucket. Government Code 4216.2 has the excavation marked in white and the notification center told at least two working days ahead, with nothing opened until every operator has responded and the ticket renewed by its 28th day. Grading counts as excavation under that article, and the Turlock Irrigation District canal and laterals crossing the city make the wait for a positive response worth having.
In the West Landing plan area the land falls from 83 feet to 77 across 960 acres, a gradient of 0.15 percent, and surface water leaves it through agricultural and roadside ditches. A building on ground that flat gets its fall built for it.
Ceres is four road miles from the Modesto base, most of it on Highway 99 or Mitchell Road. Every job leaves the same record: levels before and after, photographs of each drain before backfill, and the water test.
The contractor assigned to the request walks the property, and a wet day tells more than a dry one. Site visit scheduled at a time that suits you. Start date set in the written estimate. Where the water lies, how much fall there is at each wall, the state of the inlets and dry wells and the point the site discharges to are all recorded.
Nothing is dug until the area has been marked in white and the notification center has had at least two working days, and no more than fourteen calendar days, of notice. Every operator on the ticket has to answer first, a high priority installation within ten feet brings an onsite meeting, and a ticket that runs past 28 days is renewed.
The grading permit comes from the City of Ceres Building Division on Magnolia Street, with the owner's approved plans and any soil report the building official asks for in hand before work starts.
A protective system goes into any trench of five feet or more, spoil is kept two feet clear of the edge, and nothing undermines a walk or a slab without support.
Unsuitable ground is stripped, fill is placed in lifts and compacted with no organics and no oversize rock in it, and the backfill at a foundation is set high enough for the settlement that follows. The finished grade is then cut so that each run reaches its outlet instead of stopping short.
Clean stone, filter fabric and bedded pipe make up the French drains, and the whole system discharges by gravity or pump to a point the City approves.
Finished falls are surveyed, the new drains are run with water to prove they take it, bare ground is stabilised, and the City of Ceres building official signs the work off for the owner's file.
Ceres runs from a railroad-era grid to 960 acres of annexed farmland, and the drainage question changes completely across that distance.
Single-storey and occasional two-storey buildings set to the sidewalk on the southern blocks of Fourth Street. Storm water leaves through two pump stations, past connecting pipes the City records as undersized and dry wells that are not working efficiently, so a shop threshold here is protected by its own fall and its own inlet.
Turn-of-the-century houses, the 1870 Whitmore home among them, under the mature street trees that are most prominent on Fifth and Ninth. Roots lift the ground across side yards and driveways, breaking the fall a house was built with, and the correction resets the levels rather than shaving the high edge.
About 450 acres along a 2.5-mile stretch between Highway 99 and the Tuolumne, planned for housing from 5 to 25 units an acre with mobile homes and condominium groups. The district's Ceres Main Canal runs just east of the road and parallel to it, which sets where a site's water may and may not be taken.
A 26.4-acre retail site on Hanford sandy loam at about 92 feet, with groundwater 24 to 26 feet down and outside the 100-year flood plain. Runoff here went by an 18-inch pipe east to Mitchell Road and a 30-inch pipe north to Don Pedro Road, which also takes the street drainage.
960 annexed acres bounded by Whitmore Avenue, Service Road, Ustick Road and the Union Pacific line, most of it farmland. The land falls 0.15 percent, surface water goes into farm and roadside ditches, and the existing industrial and County Facility areas east of Crows Landing Road drain to on-site retention basins.
A 370-acre master-planned community filed in the late 1990s and adopted in 2004, at densities from 4.5 to 12 units an acre. Common areas and shared basins on a plan of that size silt in over two decades, and restoring a basin's depth is a different job from clearing its inlet.
About 94 acres south of Whitmore Avenue between Moore Road and La Rosa Elementary, annexed and mostly designated residential. Ground converted from farmland to housing was graded once, for a plan; where a lot has settled since, the fall away from the wall is measured before anything is added to the yard.
A neighbourhood north of Whitmore Avenue and west of Mitchell Road where the City is putting community development funds into accessible sidewalk work. Where a walk is rebuilt, the ground beside it has to be reset to match, or the new panel simply becomes the edge that traps the water.
Small residential areas on River Road sit in the FEMA 500-year zone, and the land below the bluffs can flood in severe events; the lower terrace of River Bluff Regional Park is in the 100-year plain. Grading and fill in a flood hazard area follow rules of their own, and a floodway takes none at all.
Older neighbourhoods directly beside the freeway and the blocks the City lists as most in need of repair, from Hackett Road and Don Pedro Court out to Farris and Central. Yards here were often never graded to a plan, so the scope starts by deciding where the water is meant to leave.
The area from Nadine Avenue to River Road that the City groups with its most-in-need blocks, alongside unincorporated islands inside the sphere of influence. Which office permits a particular parcel there is confirmed on the site visit rather than assumed from the street name.
Lazy Wheels, Ceres Mobile Estates and Ceres West Mobile Home Park. Coach rows drain across long, almost level aisles to very few inlets, so an inlet lost under silt or a single settled aisle puts standing water under several homes at once.
Because it very nearly is. Across the West Landing plan area the fall is 0.15 percent, and much of the rest of the city sits on the same alluvial flat between 80 and 100 feet. On a gradient like that a settlement of an inch, a planter bed raised against a wall or an inlet half full of silt is enough to stop the water moving. The correction is a measured fall, a swale where the fall cannot be had, and an outlet it can actually reach.
Inside the city limits the permit comes from the City of Ceres Building Division at 2220 Magnolia Street, which also decides whether a grading plan or a geotechnical report is needed for the work. Those documents are the owner's, and the job is built to them and to what the building official requires. For a parcel in one of the unincorporated islands inside the sphere of influence, the permitting office is confirmed for that parcel before the scope is written.
It sets what is possible. The canal is a Turlock Irrigation District facility running just east of Mitchell Road and parallel to it, and a private site has no right to send its water into a district canal or lateral. Discharge from a new or repaired drain goes to an approved point, and the district or the City decides where that point is. Work near the canal right of way is arranged with the district on its own terms.
It depends on what is being built, and the City sets it. Under the 1995 Storm Drain Master Plan, new residential development uses a 10-year design storm, a 100-year storm has to be held within the basin and the local streets, basin pumps clear a 10-year storm in roughly 24 hours, and detention and retention facilities are sized for a 50-year, 24-hour storm. The owner's engineer designs to the criteria the City applies to that project.
It depends where the water is coming from. A French drain is a trench of clean gravel around a perforated pipe, wrapped so soil does not clog the stone, and the building code describes that detail as the foundation drain used at basements and below-grade floors. On a slab-on-grade building on flat ground, cutting the ground back and running a shallow swale to a surface inlet often moves far more water for far less digging, and any walk or apron the new work cuts through is restored as concrete and ADA work.
Not more of it than went there before the work. The grading appendix of the building code, where a city has adopted it, holds drainage across a property line to what existed before grading, requires excess or concentrated flow to be kept on site or taken to an approved drainage facility, and asks for the area of discharge to be protected against erosion. A new drain is routed to an approved point, not aimed at a fence line.
