apache county septic requirements

Figure 10-7.1 in Click here to view FIGURE 10-5.1 in a PDF document. The specially designated areas are included as individual separate elements of this Chapter and are as follows: (1) Downtown Area (Vol. (ss) The basis of bearings given on the plat shall be shown with reference to appropriate record data and shall provide a legend and vicinity map. AJ-10.1. II, (8) The developer is responsible for the installation of all necessary water services for the development. All rights-of-way which expand on existing dedicated rights-of-way shall be clearly defined and dimensioned and included in the subdivision boundary. Stationing and offset shall accompany every applicable call-out number (see Standard Detail State of Arizona. 1. Regular service taps at the 12:00 o'clock position shall be used when other tap locations are not an option and only with approval from the city. The developer or engineer shall return the executed documents along with any recording fees as well as provide recorded copies of all private easements in order to receive construction document approval and/or permits. (D) It is the developer's or property owner's responsibility to execute or cause the execution of the legal documents. (1) (a) Public water main installation of pipe smaller than 6 inches is not standard and will only be allowed when directed by the City Engineer in very unusual circumstances. (2) Note that "off-site flows" does not include the stormwater runoff from adjacent public right-of-way that the project must retain in accordance with division (A) above. 10-4-4(B). In no event shall the Obligee be obligated to use Obligee's funds for any Public Improvements. (45) Add the following certification to the final plat: "Approved by the Council of the City of Apache Junction, Arizona this ______ day of ________________________, 20__. (L) As-built drawings, certified by the developer's engineer or surveyor, shall be submitted and approved prior to issuance of a building certificate of occupancy (see As-Built Requirements, Vol. II, (G) The population density for less than 5 dwelling units per acre is 3.2 persons per unit and 2 persons per unit for population densities of 5 or more dwelling units per acre. 10-2-5(D)) shall be clearly indicated for each plan view, and a graphic scale at least 2 inches long or 100 scale feet shall be placed adjacent to each north arrow; (3) All existing topography shall be shown. (B) Refuse collection stations. How do I get electric service to my property? A public drainage easement is required if the stormwater conveyance or storage occurs per the following: (a) The conveyance is through city property. (2) Exhibit "B." I, the developer shall provide Apache Junction's Development Services Department with copies of his, her or its Pinal County Air Quality Control District permit. (c) If construction is not started within 1 year of the issuance of permit, the plans must be resubmitted for review and reapproval, and the appropriate fees must be re-paid. Access from an arterial street is not allowed in the city unless approved by the City Engineer. These easements are treated the same as regular drainage easements in that they are required to be recorded and can only be extinguished through the submittal of revised easement documents for city review and approval and the subsequent recording. (b) Landscaping within a median along a public street shall be maintained by the city. Apache Junction, AZ Land Development Code, APPENDIX 10-A: DOWNTOWN AREA AND CCD (CENTRAL CITY ZONING DISTRICT), 10-1-1 Purpose of Engineering Design Guidelines and Policies, 10-1-4 Policies related to development improvements. I, multiple small retention basins are not acceptable for either public or private developments unless approved by the Development Services Engineer and are in conformance with city standards. The report shall briefly describe the basis of the design and the assumptions made; explain special solutions to problems encountered; and the like. (H) Building service lines/laterals shall be 4 inches diameter. (13) The contractor shall install the water meter vault and provide the meter for all services over 2 inches. A waiver is required. Exceptions to this are: (1) Storm drain and paving may be on the same sheet (separate fees apply for each utility); and. Water services will only be turned on after a responsible individual has completed all appropriate paper work to open an account and all applicable fees have been paid. (H) It shall be the contractor's responsibility to call for Blue Stake, locate and protect all utilities and their appurtenances. The city requires notification of the ADEQ registration numbers for storm drain drywells proposed to be installed as part of a land development project. If a situation is encountered in which the use of other methods or data in addition to or instead of these are believed to be more appropriate, then the City Engineer should be consulted and advance approval must be received before using them. (1) Typical street cross-slope. Figure 10-7.2 in (C) A 100% performance bond or equivalent, acceptable to the city, is required for all work within the city right-of-way. The riser pipe shall also be of 4-inch PVC SDR 35 pipe. (B) The following information is required: (1) Construction notes (Vol. The system must drain within 36 hours; (f) Provide a backfill detail. (a) From development site plan, engineer locates streetlights along adjacent public streets. No curb and gutter shall be constructed normally, but special circumstances may require some. 10-4-2 of these Guidelines). Council acts on resolution of intention; 5. (2) All developments shall provide for public arterial and collector streets at their normal alignments except in the special area: Portalis, or as approved by the City Engineer. (3) All traffic control plans shall be approved by the City Engineer. Station numbers with sheet reference at all match lines in plan or profile, c. Station numbers at all changes in street alignment, intersections, curb returns and grade breaks in profile, d. Gutter and centerline spot elevations at all grade breaks, e. Gutter spot elevations at all intersections, f. Centerline spot elevations at all intersections. Aluminized CMP is usually good for more than 50 years depending on the soil chemistry; (d) Traffic/load bearing capacity of the installation. The area of each tract and lot will be denoted on the final plant. Adequate protection and cover is maintained for any existing public utilities. In areas that have been Master Planned and are partially developed using a different elevation datum, the City Engineer may approve a project datum. (A) Generally. What are the minimum requirements for the owner-builder option? Apache County - Environmental Services | instructions for submittal of A drainage report shall be submitted with new street construction plans and/or the grading plans. Signs shall be visible from both directions and mounted between 5 feet and 7 feet above final grade. Please take a moment to review the Apache County Stage I Fire Restrictions Resolution. All fire hydrants and fittings (e.g., valves); 2. If there are any questions, please call (480) 474-5077. 2. Polyvinyl chloride (PVC) SDR 35 or greater conforming to Section 745 of the MAG Uniform Standard Specifications. All valves must meet or exceed AWWA C-509 or C-515 standards. (H) All sheets shall have the State of Arizona engineer's signed registration seal prior to submittal to the city for approval. Each incident requiring work by Arizona Water Company or WUFCD forces shall be covered by a separate billing at the current applicable rates. Areas of unsuitable soil and areas that have large sink and swell potential, as well as areas of subsidence or fissures, will require special treatment during project construction. This includes public streets, private streets and easements. Where they abut, a determination will be made of who will provide the service. (4) The connection of the lateral pipe to the main pipe(s) of the storm drain shall be per MAG Standard Detail 524 or via a prefabricated tee component. (a) The design of public streets to create a dip section in which to channelize the stormwater flows of the design storm across public streets is prohibited except where specifically approved by the City Engineer and in the specially designated Rural Area (see Vol. Upon receipt of notice from Salt River Project that the developer has paid the cost of the streetlights and construction to SRP, the city will authorize construction and accept future energy and maintenance costs. (c) Installation shall be per MAG Standard Detail 220, Type "A" or MAG Standard Detail 222, Type "A.". The drainage flows for each off-project drainage area tributary to the project shall be computed and submitted in summary form. If the flow is in a defined channel, the channel can be improved. (a) Commercial and industrial. 4. (2) Confirm or determine the base flood (Q100) elevation. (P) Only Water Company employees are authorized to operate the water valves and fire hydrants on their water system. a. (U) Meter service connection locations in other than a residential subdivision must be out of traveled roadway/sidewalk. A discussion concerning the minimum finished floor elevation within the development. Detailed drawings or manufacturer's literature with lid and door dimensions shall be presented to the City Engineer for approval before installation. The following sections outline the city's policies related to various improvements associated with the development process. No occupancy of any structure built within the development will be authorized by the city until the infrastructure shown on the improvement plans have been completed and approved. Developers are responsible for submitting a "Traffic Impact Analysis for Proposed Development," as outlined in ADOT Publication 35-209, and a traffic circulation study. 1 (SMCFD) and the Sewer Notes that follow. Special consideration of the use of open channels is to be given on each individual project by the city. (J) Installation depth. 10-2-12) (may be put on a separate note or detail sheet); (c) A key-map shall be provided on multi-sheet plans to relate plan sheets to project locations and type of improvements. (6) The name, address and registration number of the Arizona registered land surveyor preparing the plat shall be shown on the final plat. (F) All underground utilities located in the roadway shall be completed before paving. 1. (2) On-site area stormwater management will need to meet the requirements of this Engineering Design Guidelines and Policies, Vol. (6) Curb removal and replacement. (a) Land development projects are required to convey the 100-year, time of concentration (Tc) peak flows around or through the project site. AJ-20.10). Although all intersections share certain common elements, they are not subject to generalized treatment. The portion of the conveyance that connects the inlet structure to the storm drain mains or to an outlet structure is considered a lateral pipe. (I) Plans shall be drawn with the drafting symbols presented in Maricopa Association of Governments Uniform Standard Details for Public Works Construction. (C) Any deviation from this Chapter requires prior approval by the City Engineer. II, Figure 10-7.2 following this Article for a sample Exhibit "B.". PDF WANT TO BUILD A HOUSE? FOLLOW THESE STEPS - Apache County RCP shall conform to Section 618 of the MAG Uniform Standard Specifications. (T) City's plan approval is for 1 year only. AJ-533-1M. Inspection of these facilities includes the grounds, bedding, food service, drinking water and ice, water supply, refuse storage and disposal, bathroom, sewage disposal, insect and vermin control, ventilation, safety equipment, and venting of gas appliances. 2. The design speed is 5 mph over the posted speed limit. A Guide to Living Off-Grid: Apache County, AZ | LandGen - Rural Land Three-inch diameter pipe is not allowed. (d) Other details. Any proposed drywells must be registered with the Arizona Department of Environmental Quality (ADEQ). Streetlights shall be positioned a minimum of 1 foot back of the sidewalk or a minimum of 2.5 feet from the back of curb to the face of pole. (7) The subdivision location as defined by its section, township, range and county shall be shown on the final plat. (c) The tops and bottoms of side slopes shall be rounded off, generally over a distance of 5 feet each way of the "PI.". Side slopes adjacent to walls, fences, hedges and the like (e.g., no or limited pedestrian type access in that area) may have side slopes up to 4:1. (18) All street centerline and property (lot) line survey data shall be shown consisting of bearings, distances, total block length, radii, delta angles and curve lengths. 1. Contractor shall obtain necessary permits from the Pinal County Air Quality Control District. Only typed reports are allowed. (I) Deceleration lanes. 10-9-3 Minimum technical requirements. Where desired or applicable, landscaped channels can be constructed subject to the following: 1. 2. Every effort shall be made to avoid them. A = drainage area, including 1/2 of all abutting streets (square feet), 0.25 = 100-year, 2-hour depth of rainfall (3.0 inches/12). AJ-200M. 5. Once submitted, they will be distributed to the appropriate city departments and Fire District for their review and comment. (7) One joint of pipe (10 feet minimum) shall be installed on all stubs after valve installation. This Article along with the city's Standard Details, the Maricopa Association of Governments (MAG) Standard Specifications and Details, and the publications Drainage Design Manual for Maricopa County, Arizona, Volume I, Hydrology and Volume II, Hydraulics by the Flood Control District of Maricopa County (FCDMC) should provide all of the information needed for plan preparation. Runoff to be conveyed by culvert and by flow over the road with maximum 6-inch flow depth over the road. Facilities shall be maintained as necessary to ensure their continued functioning. (h) The developer's name, address and phone number shall be shown on the cover sheet. Share sensitive information only on official, secure websites. A property owner may be required to properly remove the abandoned septic tank or drainfield, depending on your state or county rules and regulations. (1) New residential alleys are not allowed in Apache Junction. (d) Vertical curbs shall be 6 inches at all medians and edge of roads with landscaping, equipment or vertical structures. Each action listed is handled by the city after receipt of a properly executed request or petition. (2) The Corps of Engineers' HEC-1 or HEC-HMS computer modeling is required for small watersheds that are non-uniform, irregular in shape, when routing of flows are necessary, or for areas larger than 160 acres. 1. Other materials for public stormwater conveyance may be considered on a case-by-case basis subject to the following: 1. (2) Inlet capacities on public streets shall be calculated in accordance with: (a) The Drainage Design Manual for Maricopa County, Volume II, Hydraulics; or, (b) The Federal Highway Administration's (FHWA) Hydraulic Engineering Circular Number Twelve (HEC 12), "Drainage of Highway Pavements.". A city excavation and grading permit shall be required. (h) Proposed retention basin location(s), size(s) and means of stormwater conveyance and disposal shall be shown on the drainage map(s). The city will provide the deed forms. Cross-sections must be shown across the development's property lines. Protest hearing and ruling by Council (if applicable); 8. The developer's engineer shall note these areas and special treatment requirements from the soils report on the plans. (5) When necessary, restrained joints shall be in accordance with MAG Standard Details 302-1 and 302-2. A discussion concerning off-site flows and overland contributions including FEMA flow zones, c. Calculations determining the volume of retention required for each drainage area, d. Calculations showing the amount of retention provided for each drainage area, e. Calculations determining the depth of ponding within the retention basins, f. A discussion concerning the low outfall elevation for each drainage area including the effects of an overflow situation. (2) If such an outfall does not exist, the project must provide an outfall. (K) All temporary utilities shall be obtained and handled by the contractor at his or her own expense. An approved site plan shall be included in or submitted with a drainage report and/or grading and drainage plan. (1) Developers are responsible for submitting a design study report to validate the design shown on the construction plans. Where unusual circumstances are encountered, retention basins may encroach in city right-of-way with prior written approval from the City Engineer. Arizona Greywater Regulations Arizona uses tiered permitting. The City Engineer must approve the use and design of superelevated roadways. 10-4-2(A)(1) and (2)). Flood mitigation may have to be addressed. If after the developer's engineer's investigation, the city determines the existing pavement section is below current standards, the developer's engineer shall call out a sawcut at the construction centerline and replacement of the existing pavement with new pavement per city guidelines. A pavement evaluation report shall be submitted with new street construction plans when it is proposed to match existing pavement. 10-4-6 for the street drainage design guide. Exhibit 10-7.1 following this Article); (2) Establishing a cash trust; said funds to be deposited in a financial institution to the credit of the city; (3) Posting with the city a certificate of deposit for 100% of the estimated cost issued by a banking institution authorized to issue same; or. (3) Underground storage. City limit lines shall be shown if applicable. Utility schedules work and coordinates installation of underground conduit; 12. (2) Top and invert elevations for all structures. (1) Off-site flows are flows that originate upstream of the proposed land development site and have historically traversed either through the site or have been channelized in some form adjacent to the project. The city has 4 basic types of streets. 3. I; the DEVELOPER need not be the owner of record of the land. AJ-10.2 through Can I live in my RV? - Plot and Parcels Following is a listing of each street classification followed by the number of the detail that depicts the standard street cross-section for that classification. SEAL AND SIGNATURE OF THE ARIZONA REGISTERED LAND SURVEYOR". If a project datum is approved, an equation to city datum shall be provided on each sheet of the plans; and. (f) PRIVATE STREET. Minimum Electrical Requirements Minimum Foundation Requirements Requirements for One- and Two-Family Dwellings Requirements for Commercial and Multi Family Requirements for Unconventional and Green Building Construction Sample House Plans Sample Plot Plan Schedule of Inspections Underground Propane Tank Want to Build a House? (d) Inlets that provide an "access" opening into the box are prohibited. SEPTIC INSPECTION. (H) WUFCD/Arizona Water Company will install all meters 2 inches and smaller after all appropriate fees have been paid and paperwork completed. Article 10-9). AJ-12.1. Applications/Information | Pinal County, AZ Include pavement centerline elevation, station, pavement join elevation and top of curb elevation. The redline set of plans shall be returned with the next plan submittal.
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