One of the 3 following methods shall be used to amend a recorded plat. Updates will be published and made available periodically. For additional information see the link: http://www.adeq.state.az.us/environ/water/permits/ or call 602-771-4632. 5. II, No PVC pipe or other "field designed" boxes will be allowed. (D) An electronic copy of the as-built drawings shall be submitted in either PDF or TIF format on a properly labeled CD. The tributary areas to each basin shall be noted on the master drainage map. A collector street serving predominantly residential land uses. (5) Height transitions. (1) (a) Existing washes are not to be filled or altered without a city-approved engineering study. (B) SMCFD will not participate in the cost of construction or utility relocation. (3) All fire hydrants installed in the system shall have a minimum 5-inch main valve. Runoff to be conveyed by culvert or bridge and by flow over the road with a maximum 6-inch flow depth over the road. Service may be stationed from street intersection monuments or from individual lot property lines, except on curved streets and in cul-de-sacs, where the connection must be stationed both on the main and from applicable property lines. The use of soil cement requires special approval by the city, and where approved, this type of channel shall utilize native soils to achieve an integral character with the surrounding area. If there are any questions, please call (480) 474-5077. A drainage covenant shall be recorded for private property when it conveys or retains stormwater runoff from public streets or property. No attempt has been made in these Guidelines to establish a complete set of design criteria; however, certain guidelines must be followed to provide consistency for the sake of maintenance, repair or replacement. AJ-20.5. See Subdivision Regulations, Vol. February 2023 - Permits. C = a coefficient relating the runoff to rainfall (per FCDMC Drainage Design Manual, Volume 1, Table 3.2). (x) Show all proposed water, sewer and streetlight improvements. All plan review and city redline comments must be corrected or clarified. A 30-day protest period is provided; 7. See (c) See division (L) below for underground storage guidelines. II, II, Water mains larger than 12 inches shall have vertical realignment detailed by the engineer. 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. 2. (a) RGRCP. 5. (4) Storm Water Pollution Prevention Plan (SWPPP). (A) General comments. II, 5. (J) Installation depth. As-built plans are attached correctly showing the final construction and installation of components. Developers are responsible for submitting a "Traffic Impact Analysis for Proposed Development," as outlined in ADOT Publication 35-209, and a traffic circulation study. To that end, all development shall provide sufficient on-site retention/detention to contain, at the least, the runoff generated by storm event falling on that property (see Vol. d. Principal arterial and parkway - 50,000 Lumen. (7) Fire hydrants approved for installation on Arizona Water Company or WUFCD water mains are: (H) Valve standards, spacing and location. 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). The following layout items must be shown on each sheet: The following utility reference items must be shown on each sheet: a. All fire hydrants and fittings (e.g., valves); 2. (2) Cross-slopes in street dip sections. (3) Inlets within public right-of-way shall not be placed or connected in series unless approved by the City Engineer. The as-built Mylars shall be copies from the original Mylars that contain all the original signatures. AJ-20.5. From trees. (3) Right-of-way. (b) Asphalt valley gutters are not allowed on public streets. Public notice is given (i.e., advertised and posted); 6. In commercial and industrial areas retention may be accomplished upon paved areas (e.g., impervious surfaces such as asphalt, concrete and the like). (M) Incomplete submittal may result in rejection (e.g., nonconformance with this Chapter). (9) Pipe compaction methods. It is the 404 permit holder's responsibility to monitor and manage the 404 Areas in accordance with the permit granted by the Corps. i. See Vol. Such facilities shall be of such width and structural strength as to provide safe and unrestricted access. Minimum Length of Turn Lanes. (5) A minimum 3 feet of cover (from the bottom of the basin to the top of the pipe) shall be maintained over water and sewer service lines. (rr) Name changes to the development will only be allowed: 1. (B) The responsible professional shall utilize the Drainage and Retention Certification Letter, Access to and circulation among parking areas within an integral apartment or townhouse complex. The velocity of stormwater flowing within public storm drains shall be in the range of 2 feet per second (2 fps) to 10 feet per second (10 fps). Report to Congress on the Prevalence Throughout the U.S. of Low- and Moderate-Income Households Without Access to a Treatment Works and the Use by States of Assistance under Section 603 (c) (12) of the Federal Water Pollution Control Act (pdf) (7.89 MB) This report responds to Section 4107 (b) of the America's Water . (2) For all streets, pavement tapers shall be constructed to provide transitions between newly constructed and existing roadway sections as deemed necessary by the Development Services Engineer. b. No open channels are allowed in the city's right-of-way. Retaining walls (e.g., vertical slopes) may be used in areas adjacent to permanent walls, fences and the like. If drywells are necessary to meet the 36-hour drain time requirement, the number of drywells must be determine, h. Street hydraulic calculations showing that the 10-year storm runoff is retained within the curbs and the 100-year runoff is contained at least 6 inches below the finished floor elevations, i. Median widths (raised and not raised) are as shown on Apache Junction Standard Details Approved fire hydrant list is available at the WUFCD and/or Arizona Water Company. 10-4-3) or from consultant's computations where the Master Plan does not cover. (F) Stormwater collection and retention plan. (e) The city will transmit a letter to SRP authorizing work to begin and stating the city will accept future energy and maintenance costs. (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.". (10) Meter boxes for services 2 inches and smaller in traffic areas shall be concrete. (2) The normal location of fire hydrants, is the northeast corner of street intersections. (5) Vertical curves. AJ-10.1. (subdivision, re-zoning, site plan and the like) quarter section and associated plans tracking numbers; (J) The key map is a small map of the project site that provides a system overview and is used to index the plan sheets. Right-of-way areas shall not be excavated, depressed or encroached upon without prior approval of the City of Engineer. Side slopes adjacent to public rights-of-way, or when there is pedestrian type access to that portion of the basin, shall have a side slope of 6:1 or flatter. AJ-10.1, set forth in Vol. (e) The permittee shall file a Notice of Termination (NOT) after completion of construction and placement of final landscape materials. (f) A continuous fire access lane shall be provided throughout the development, and it shall be free of ponded water from the retention areas. All rights-of-way which expand on existing dedicated rights-of-way shall be clearly defined and dimensioned and included in the subdivision boundary. 3. A copy of the NOT is to be submitted to the Engineering Department to final the SWPPP permit. (B) Final plats. Hydrology and hydraulics design methods shall be consistent with the Maricopa County Drainage Design Manual, Volumes I, II and III; (e) Inlets shall be analyzed separately and catch basin computations shall be submitted; (f) The off-site storm runoff flows shall be described in detail. County of ________ this _____ day of __________________________, 20____. (a) The minimum street and gutter slope for public streets is 0.0032 feet/feet (0.32%). The city does not have the authority to authorize any modifications, encroachments or deletions to "404" designated areas. Requirements for Building Permits Requirements for Deck and Porch Requirements for Garage and Carport Requirements for Manufactured Housing Requirements for Solar Permit Manufactured Home Subcontractor Supplement Form Minimum Electrical Requirements Requirements for Unconventional and Green Building Construction (c) Grade breaks and grade changes shall be clearly noted and stationed on the grading and drainage plan and the profile views. Cuts or fills greater than 4 feet vertically shall be approved by the City Engineer. 3. II, 4. An approved site plan shall be included in or submitted with a drainage report and/or grading and drainage plan. (6) Water services larger than 2 inches on a pressurized water main shall be installed per MAG Standard Detail 340. (B) Completion of improvements. (2) The minimum allowable pipe size for primary outlet structures is 12 inches. AJ-20.8 for the street section and right-of-way requirements for the Rural Area. (5) Services using corporation stops at the main shall be tapped at approximately the 10:00 o'clock or 2:00 o'clock position on the main. (e) Slotted drains are not allowed within the city right-of-way unless prior approval is given by the City Engineer. Vehicular non-access easements shall be shown on the subdivision plat. Select your loading method. (20) Show the gross area on the cover sheet. There shall be a minimum of 15 inches of clearance from the lowest nozzle to finish grade. What is the zoning of my property? (d) Construction in an "AE" designated flood zone where the floodway and base flood elevation is determined, the lowest floor of a structure to be constructed outside the floodway shall be a minimum of 1 foot (RFE) above the base flood elevation shown on the FIRM. The developer shall arrange an initial contact meeting to determine the method of amendment. Apache County - Building Safety Permits Existing spot elevations must be shown for all existing curb and gutter adjacent to the development. (F) Stormwater drainage. (d) Inlets that provide an "access" opening into the box are prohibited. PLEASE RETURN THIS CHECKLIST AND THE CHECKPRINTS WITH THE NEXT PLAN REVIEW SUBMITTAL. Street design will be in accordance with the following criteria, subject to the approval of the City Engineer. (b) Tee intersections. Council acts on resolution of intention; 5. Do I need a permit? Every effort shall be made to avoid them. (J) Dust generated by construction activities shall be controlled by watering per Pinal County Air Quality Control District. 1282, Appendix A 3, passed 11-7-2006). Local streets normally will be connected to collector streets. The city may use 50% reduced microfilming of improvement plans; this should be taken into account when selecting drawing scales, line weights and lettering sizes. If a curve is unavoidable, it should be as flat as site conditions permit. (m) The overhead utility lines on or adjacent to this site shall be undergrounded. (R) The Development Services Engineer shall approve final plans after all other reviewing agencies have signed the originals. 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. (1) The Arizona Water Company or WUFCD is responsible for protecting the quality of the public water supply. In some cases smaller services not in 1 of the preceding categories may require backflow protection as determined by the Arizona Water Company or WUFCD. (G) Definitions and abbreviations. (2) Locations. (E) All work within the city right-of-way shall be inspected and approved by the city. (e) Construction in Flood Zones "A" and "AE" will allow fill dirt to be imported to the site with a city-approved engineered grading plan. Any replatting or amendment to plats may be subject to changes of ordinance, city codes or state statutes which may have occurred since the original plat, as determined by city staff. AJ-50.1. A collector street serving commercial, industrial or other land uses expected to generate high traffic volumes or substantial heavy truck traffic. Water meters and other equipment shall be installed using clearances and other details found in MAG Standard Details 345-1 and 345-2. See Vol. b. Therefore, unless specifically excepted in writing by the City Engineer, all developments within the city shall be serviced by the Apache Junction Water Company or Arizona Water Company. 10-4-2 of these Guidelines. (C) The security shall provide for its forfeiture to the city in the event that the improvements were started but not completed or not accepted by the city. Channels shall have side slopes that are approved by the city. 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. The base flood elevations may extend outside the "A" Zone and the limits of the base flood elevations shall be shown on the grading and drainage plan of the subdivision. Each number shall relate to the same topic for the entire set of plans and narrative call-outs shall be grouped and clearly shown on every page that the call-out is used. (I) The contractor is responsible for locating and confirming depth of all the existing utility lines within proposed retention basin areas. (4) Curb returns. The developer shall install these signs and posts at public street intersections per Apache Junction Standard Detail All master metered residential services shall require backflow prevention. From lot lines, roads, driveways, or buildings. AJ-12.1), see Vol. Septic Regulations in Arizona. Failure to identify additional changes shall result in return of plans and an additional review shall be required. Skipping up Main Content. Local floodplains associated with washes and/or sheet flow having a 100-year peak discharge of 50 cfs or more; 4. (A) Plans shall be on 24-inch by 36-inch sheets. Overview Environmental Health Programs ensures a safe and healthy environment for the residents of Cochise County, the Environmental Health Division provides many services to the general public and the regulated community. (3) A number of washes in the Portalis have been designated Waters of the U.S. and may require an Army Corps of Engineers 404 Permit to develop within or adjacent to these designated washes. (a) A developer may prepare and submit a conceptual site/improvement plan for purposes of discussion with Development Services and Public Works. (D) Conduits, sleeves or carrier pipes. (53) Add the following statement to final plat: "Maintenance of the drainage areas within the tracts and easements shall be the responsibility of the _________ Homeowners' Association. c. Where wastewater manholes exist or are planned within the high water limits, the manholes shall have a watertight frame and cover per MAG Standard Detail 423, and the rim shall be higher than the high water elevation of the design storm. (G) Each sheet shall be identified by sheet number and project name. Runoff to be conveyed by culvert or bridge under road with no flow overtopping the road. 2. (6) A soil test and a street structural section recommendation by a qualified geotechnical firm shall be required unless the City Engineer gives written permission not to. (2) Angle of intersection. (2) City name: Below the title include the words "Apache Junction, Arizona;". (E) Conditions for developing property in flood areas. Forms, applications, and fee schedules are available on this page. 10, and American Water Works Association Standards. No metal tops are allowed. Intersections occurring on horizontal or crest vertical curves are undesirable. (Ord. (d) Other pipe. All of these systems incorporate the use of a septic tank.) AJ-20.6 through Public Warnings | Please We | COVID-19 News. 2-5-2, AJ-20.3, (2) Confirm or determine the base flood (Q100) elevation. Once submitted, they will be distributed to the appropriate city departments and Fire District for their review and comment. In Arizona, Apache County is ranked 5th of 15 counties in Building Departments per capita, and 11th of 15 counties in Building Departments per square mile. Frequent Questions on Regulations and Compliance, A Plain English Guide to the EPA Part 503 Biosolids Rule, Guidance Specifying Management Measures for Sources of Nonpoint Pollution in Coastal Waters, National Onsite Demonstration Project (NODP), National Environmental Services Center at West Virginia University, Decentralized Water Resources Collaborative, Water Environment Research Foundation (WERF), Rural Community Assistance Program (RCAP) Help for Small Community Wastewater Projects, National Rural Water Association (NRWA) Wastewater Program, Local Government Environmental Assistance Network (LGEAN), Certified Installer of Onsite Wastewater Treatment Systems Credential Program, The Wastewater Information System Tool (TWIST), Model Program to Assist State Septic Programs in Managing Water Quality Impacts in the Chesapeake Bay Watershed, Guide to a Model Program for Onsite in the Chesapeake Bay Watershed (pdf), large capacity septic systems requirements, EPAs Clean Water Act National Pollutant Discharge Elimination System program, A Guide to the Biosolids Risk Assessment for the EPA Part 503 Rule, EPAs Office of Enforcement and Compliance, Reports, Regulations, Guidance, and Manuals. (E) Vertical profile of street. All such comments shall be incorporated into the plans and reports by the developer for resubmittal. (1) Drainage Design Manual. AJ-24.1 is to be utilized as driveway entrance location where vertical curb provided. Any proposed drywells must be registered with the Arizona Department of Environmental Quality (ADEQ). Chapter 6, Landscaping. For partial or half-street designs, a 24-foot minimum width from lip of gutter to the edge of the asphaltic pavement and a striping plan is required. The balance shall be provided in landscaped areas. II, This information normally required to define the property legal description. Clear lines of sight will be maintained along all streets, alleys and driveways to assure the safety of motorists and pedestrians. (I) Pavement replacements shall be made to Apache Junction Standard Detail Attest: ___________________________________. With appropriate use of landscaping, side slopes can even be reduced to 4:1. Proposed elevations at front lot corners, typically top of curb elevations, b. (51) The final plat shall provide private cross access easements for: (52) Provide an improvement assurance bond in the amount that is determined by Development Services Department. (A) Flexible pavement. The following traffic engineering items must be shown in plan view: 1) Stop sign MUTCD R1-1, 30 inches by 30 inches, 2) Speed limit sign MUTCD 22-1, 24 inches by 30 inches, c. Temporary turnaround at dead-end streets and phase lines, d. Barricade with 9 red prismatic reflectors on red sheeting MUTCD M1-9R for each 10 to 12 feet of barricade is required, e. Signing and striping plans for section line streets and/or special conditions. INDUSTRIAL DRIVEWAY. Reference should be made to the appropriate sections within the balance of these Guidelines for specific details. Water cannot be discharged into a city street, gutter or alley. (3) New construction notes shall be heavier (darker) than the general information notes so that they contrast; and. The type of monumentation shall be defined. Where ribbon curb is needed and approved by the City Engineer for public streets, the installation of the ribbon curb is to be per MAG Standard Detail 220, Type "B." May 2023 - Permits. The flexible pavement street structural section for public streets shall be the minimum depths shown below. At a minimum, the preliminary report must address the following subjects: (4) Auxiliary and additional lane requirements; (6) Pedestrian, bicycle and equestrian requirements; and. (h) The developer's name, address and phone number shall be shown on the cover sheet. High density polyethylene (HDPE) conforming to Section 738 of the MAG Uniform Standard Specifications. A property owner may be required to properly remove the abandoned septic tank or drainfield, depending on your state or county rules and regulations. (24) Curvilinear back lot lines are discouraged. LCRA septic system permit. (U) The acceptance of the completed rights-of-way improvements within a new subdivision will not be given until all deficiencies are corrected, test reports meeting MAG Specifications for compaction and materials are submitted, the warranty bond is posted, and other data including as-built drawings are provided to the City Engineer. For regulatory purposes this involves either a FEMA Special Flood Hazard Area, areas platted on accepted city plans as being flood-prone or areas near washes which in the opinion of the Floodplain Administrator may be impacted by water during a base flood. (A) Preliminary design report for development. The sidewalk ramp will be constructed per MAG Standard Detail 231, Type "A.". Structural design calculations are required for storm drains subject to wheel loading. All easements proposed for dedication to a private utility company shall be identified on both the preliminary and final subdivision plats. (d) Variances will result in increased premium rates for flood insurance. (b) There are 2 types of median cuts used in Apache Junction. Indicate location on all watershed and topographic maps; (9) Indicate the drainage pattern of all streets within and adjacent to the proposed development on the drainage map; (10) Present a preliminary retention basin plan including size, depth and possible methods of draining the retention basin; (11) Indicate areas within any 100-year floodplain including any FEMA designated floodplain; and. Underground storage utilizes storage tanks, vaults, pipes and the like to place the required stormwater retention volume underground on the development site. Perimeter traverse data is required for the project boundaries. See http://www.spl.usace.army.mil (see Regulatory link) or call the Phoenix Project Office of the Corps at 602-640-5385. If the existing pavement does meet requirements, it may be matched by trimming a minimum of 2 feet for a longitudinal match, or a perpendicular match. (a) Streetlights are required on all streets adjacent to the development. Street lighting, landscaping, irrigation and burial of overhead utilities will be required, at the sole or substantial expense of the developer. Vertical realignment by means of bends and offsets shall be per MAG Standard Detail 370 for water mains 6 inches to 12 inches in diameter. Alternatively, a single zone of parcels can be loaded. (c) Soil cement lining. (c) A filing fee and appraisal fee shall be paid. Street lights are required every 180-200 feet on all streets within and adjacent to the development. 1. (9) Additional information: Include the following additional information on the cover sheet. (3) Also the plan sheets shall show the existing cross-slope from the existing centerline of the street to the sawcut line and from the sawcut line to the lip of proposed gutter at the same 50-foot intervals. The developer shall provide a soils investigation report for each project. Roadways with a longitudinal grade break or grade change of greater than 1.5% shall be required to design and construct a vertical curve along that section of roadway. This plan will also be updated with the as-built drawings. All tracts and parcels shall be lettered consecutively beginning with Tract or Parcel "A." Please include the following: We will review the application based on the Food Code and require you to correct any deficiencies before commencing construction. AJ-12.1. (A) Plan view only is allowed for construction plans for: (1) Grading and drainage plans with supplemental cross-sections as needed to explain drainage; (2) Water line plans for new subdivisions with pipe size under 12 inches in diameter; (1) Plan view shall be oriented such that north is either to the top or the right side of the sheet. manufactured housing unit permit requirements for apache county - Yumpu Vaults shall be installed per MAG Standard Detail 321 and include the service inlet and outlet piping. AJ-20.8. Streets must be constructed to carry the stormwater runoff from a 10-year storm event as follows: (a) For local streets, there shall be no curb overtopping with no requirements for dry lane conditions. If rigid pavements are used, each design must be approved by the City Engineer on an individual basis. From a swimming pool. (1) Return to the preliminary plat/final plat procedure (major changes). Arizona Off Grid Laws: An In-Depth Guide | Living in Apache County No preliminary plat is required with this procedure.
apache county septic requirements
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apache county septic requirements