Error message

  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Notice: Trying to access array offset on value of type int in element_children() (line 6489 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).
  • Deprecated function: implode(): Passing glue string after array is deprecated. Swap the parameters in drupal_get_feeds() (line 394 of /home1/dezafrac/public_html/ninethreefox/includes/common.inc).

7

doe 2005 stormwater manual

LINK 1 ENTER SITE >>> Download PDF
LINK 2 ENTER SITE >>> Download PDF

File Name:doe 2005 stormwater manual.pdf
Size: 2953 KB
Type: PDF, ePub, eBook

Category: Book
Uploaded: 22 May 2019, 17:30 PM
Rating: 4.6/5 from 551 votes.

Status: AVAILABLE

Last checked: 6 Minutes ago!

In order to read or download doe 2005 stormwater manual ebook, you need to create a FREE account.

Download Now!

eBook includes PDF, ePub and Kindle version

✔ Register a free 1 month Trial Account.

✔ Download as many books as you like (Personal use)

✔ Cancel the membership at any time if not satisfied.

✔ Join Over 80000 Happy Readers

doe 2005 stormwater manualTrack air quality and smoke forecasts at wasmoke.blogspot.com. To determine which manual you need, contact your municipality or permit administrator. What was challenging.Your name: Phone number. The Town of Woodway has a critical area map showing portions of the Town that are in the aquifer recharge area for the Deer Creek water supply. Alternately, the proponent may provide current appraisal information and request that it be substituted for the Assessor’s records. Such surfaces may include, but are not limited to, rooftops, sidewalks, dedicated play areas and emergency fire lanes. The estimated cost must be approved by the Town Engineer prior to clearing and grading permit issuance. The only major receiving water in the Town of Woodway is the Puget Sound. Major receiving waters do not include side channels, spring- or groundwater-fed streams, or wetland habitats that provide salmonid spawning or rearing habitat that may be connected or adjacent to the Puget Sound. Direct discharges are governed by the guidelines found in Appendix I-E of 2005 DOE Manual. All elements of the conveyance system must be comprised of manmade conveyance elements (pipes, ditches, outfall protection, etc.) and shall be within public right-of-way or a public or private drainage easement. A drainage and erosion control plan includes a drainage report, a maintenance and source control plan, drawings and specifications, and an erosion and pollution control plan as described in Section 11.02.110. Lattice work paving systems which have a portion of their area open to the subgrade shall not be considered impervious as to the portion that is open. Such surfaces include those that are subject to vehicular use, industrial activities, or storage of erodible or leachable wastes or chemicals, and that receive direct rainfall or the run-on or blow-in of rainfall.http://www.lastings.com.au/userfiles/canon-dslr-t2i-manual.xml

    Tags:
  • 2005 doe stormwater manual, doe 2005 stormwater manual, doe 2005 stormwater manual pdf, doe 2005 stormwater manual download, doe 2005 stormwater manual free, doe 2005 stormwater manual instructions.

These requirements must meet the minimum requirements of the 2005 DOE Stormwater Management Manual for Western Washington or the provisions established by this municipal code.In the Puget Sound lowlands, the predeveloped hydrologic condition is near zero overland flow runoff and this objective, in concert with other objectives, is meant to closely achieve that condition. (Note: To provide a quantifiable and measurable standard for flow control, the Minimum Requirement No. 7: Flow Control, from the 2005 DOE Stormwater Management Manual for Western Washington will be adhered to in addition to meeting the other objectives listed below. The stormwater discharge shall match developed discharge durations to predeveloped durations for the range of predeveloped discharge rates from fifty percent of the two-year peak flow up to the full fifty-year peak flow.) This definition establishes the hydrologic conditions, which the developed site must attempt to achieve as demonstrated by modeling and by adherence to the other objectives. Where sixty-five percent is not achieved, the applicant will demonstrate that the maximum possible use of other LID techniques, as outlined in the standards contained in the 2005 DOE Stormwater Management Manual for Western Washington and in the 2005 Low Impact Development Technical Guidance Manual for Puget Sound prepared by the Puget Sound Action Team, have been met. For subdivisions, the imperviousness of lots to be developed in the future shall be included in the computation of impervious surface. In addition to the requirements of this code, the plans shall be designed in accordance with the Town’s published developer guidelines. For projects that fall below the threshold for redevelopment projects, the new work only shall be subject to this chapter, except that a source control plan shall be submitted for the entire site in accordance with Section 11.02.140.http://landia-print.com/pdir/file/canon-ds126-151-manual.xml There is no minimum size threshold for projects on bluffs, and all bluff plans must be prepared by a licensed civil engineer. In addition, a geotechnical report shall be required if: Each lot within the plat has a maximum allowable impervious area.Phased projects shall be completed in accordance with approved plans and in accordance with standard phased development requirements of the Town. Thresholds used for determining drainage requirements will be applied to all phases of a project. If the combined phases of any project exceed the threshold allowance, then the pending application and previously approved phases shall be designed to meet minimum thresholds. The following items shall also be included: The drainage report shall include the following certificate: I understand that the Town does not and will not assume liability for the sufficiency, suitability or performance of drainage facilities designed by me. The page numbers for appendices shall also be included in the table of contents. If there is a natural water body such as a stream or lake on or adjacent to the project, this section of the drainage report shall show existing one-hundred-year flood limits. If none exist, the Administrator may request that the project engineer prepare a backwater analysis to determine flooding limits for the one-hundred-year flood. If the project is located within the aquifer recharge area shown on the Town of Woodway critical area overlay, the applicant shall request all available information from the Town regarding development guidelines and precautions within that area. Applicant shall comply with all Federal, State, and local agency requirements with regard to the aquifer recharge area. All plans within the aquifer recharge area shall be reviewed by the local water district. The drainage report shall include as Appendix B a worksheet with quantities and unit costs for the purpose of calculating the required bond amount.https://skazkina.com/ru/bosch-hgs7152uc-manual The drainage report shall include as Appendix C the property owners’ association articles showing inclusion therein of the maintenance and source control plan and authorizing the association to raise money through dues and to maintain drainage facilities. The drainage report shall include as Appendix D any special studies associated with the project (i.e., soils report, wetland report, basin studies, groundwater studies, flooding studies). The drainage report shall include as Appendix E a schedule of project inspections to be made by the project engineer. The Administrator shall require as a minimum that erosion control facilities, infiltration facilities, and treatment facilities be inspected at key points during construction to ensure that they are built according to plans and specifications and that they are being protected.To this end, the project engineer shall prepare a maintenance and source control plan to be used by the property owners or the property owners’ association. This plan shall be bound separately from the drainage report referred to in Section 11.02.130. If the Proponent or its successors or the property owners’ association fails to correct the problem or maintain the facilities as necessary to restore the full design capacity of the drainage system, then the Town may correct the problem itself and bill the Proponent or its successors or the property owners’ association for all costs associated with the engineering and construction of the remedial work. The Town may charge interest as allowed by law from the date of completion of construction until the costs are paid in full. Should the Town consult with an attorney or file suit to collect the costs due from the Proponent, its successors or the property owners’ association, then the proponent or its successors or the property owners’ association shall pay to the Town a reasonable attorney’s fee and costs.http://finrusinvest-global.com/images/bt-vision-plus-manual.pdf The covenant shall include the following or substantially similar language: No encroachment which may damage or interfere with the installation, inspection and maintenance of utilities will be placed within the easements shown on the plat. The maintenance and expense of maintaining the utilities and drainage facilities shall be the responsibility of the property owners or the property owners’ association as established by covenant recorded under Snohomish County Auditor’s file number. Incorporate the relevant procedures found in Volume IV of the 2005 DOE Stormwater Management Manual for Western Washington and attach copies as necessary. The plans shall comply with the following: The number of sheets shall be adequate to clearly display the following: Using the most recent topographical information available, the base map shall show the project’s boundaries, subbasin boundaries, off-site areas tributary to the project, contours, major drainage features such as channels, detention facilities and floodways, and flow path to receiving waters. This map shall explain the project engineer’s conveyance system analysis and shall be keyed to computer input. Conveyance links and contributing areas should be named or numbered consistent with that computer input. Using the same scale as the topographic site map, the contour topographical work map shall: Before the project is finalized, the project engineer shall file a construction inspection report, if such inspection was required, with the Administrator, on a form to be provided by the Administrator.An incomplete drainage and erosion control plan shall be returned to the proponent without being reviewed.https://aquaticlandscape.com/wp-content/plugins/formcraft/file-upload/server/content/files/162922a47a66d5---93-toyota-4runner-manual.pdf An acceptance of the plan by the Administrator does not relieve the proponent or the project engineer from responsibility for ensuring that all facilities are safe and that calculations, plans, specifications, construction and drawings of record comply with normal engineering standards, this chapter and applicable Federal, State, and local laws and codes. The easements shall allow the Town access for purposes of inspection, maintenance, flood control, water quality monitoring and other activities permitted by law. Access easements shall be surfaced with a minimum twelve-foot width of lattice block pavement, crushed rock or other approved surface sufficient to allow year-round access by equipment to the facility. The Administrator may adjust setbacks to buildings, up or down, based on these calculations. The evaluation report shall provide the classification of slope per the definitions given in Section 16.10.600 (B). This runoff does not require treatment prior to infiltration or discharge to surface water; provided, that it is not allowed to mix with other runoff that does require treatment.If off site, pass-through flows shall be routed across the development site; they shall be separate from runoff generated on the project site.Swales and ditches with design velocities over five feet per second must be bioengineered or otherwise armored. The Administrator has the authority to increase requirements to protect the public interest on the basis of reports pertaining to threatened water quality, erosion, habitat destruction, protection of uninterruptible services and endangerment to property. Compliance with 2005 DOE Stormwater Management Manual for Western Washington requirements shall occur within the project area, but may be performed as off-site mitigation in certain situations.www.argo-naut.com/userfiles/files/carrier-debonair-220-instruction-manual.pdf Examples of cases in which alternative methods may be approved include, but are not limited to, the following: All costs associated with said removal, correction or replacement shall be billed to the property owner, the property owners’ association, or project proponent. The Town may record a lien on the property owned by such jointly and severally liable entities for payment of costs plus reasonable attorney’s fees. Interest shall accrue on costs and fees at the same rate as for real estate tax delinquencies and shall commence on the date of completion of remedial action. Said appeal must be in writing and shall briefly describe the basis of the appeal.All relevant evidence shall be received during the hearing. The Examiner’s decision shall be made based on the testimony and materials submitted during the hearing. The Examiner may make a site visit. The procedural determination by the Town’s responsible official shall carry substantial weight in the hearing. The Examiner shall issue written findings and conclusions within fifteen working days of concluding the hearing. Emergency conditions may consist of flow blockage that, in the discretion of the Administrator, threatens life or property; Each day during any portion of which any such person is in violation of this chapter is a separate offense and shall be punishable as provided in this section. If the proponent fails to comply with such an order, the proponent shall be guilty of a misdemeanor punishable by a fine of one thousand dollars per offense. Each day during any portion of which any such person is in violation of this chapter is a separate offense and shall be punishable as provided in this section. If the person does not comply with any such order within thirty working days of its issuance, the Administrator may revoke the relevant permit or approval listed in Section 11.02.180 (B).https://buddingheights.org/wp-content/plugins/formcraft/file-upload/server/content/files/162922a504c647---93-toyota-4runner-repair-manual.pdf Any proponent claiming a restraint of land use relating to the plan review procedures established herein shall notify the Town prior to proponent’s acceptance of the underlying permit.If such fees are not paid when due, the Administrator may revoke or refuse to grant the underlying permit or approval. The county is updating its stormwater management regulations to comply with federal and state law. View more details and draft updates to the county's Drainage Manual. To find information on current regulations, please visit our Land Disturbing Activity page. If developing in a floodplain, please contact the flood hazard specialist at 425-388-3311. If your development will occur within 300 feet of a FWHCA fish bearing stream, demonstrate compliance with SCC 30.62A.320(1)(c) and Rule 6225: Chapter 30.62A SCC Infiltration Standards (PDF). Engineering Design and Development Standards (EDDS) (PDF) Drainage Regulations 30.63A (PDF) Grading Regulations 30.63B (PDF) Critical Area Regulations: 30.62A, 30.62B, and 30.62C Channel Migration Zones Full Drainage Plan Major development proposals (more than 5,000 square feet of new impervious surface area, or more than 5,000 cubic yards of gross cut or fill) generally require storm water detention and water quality treatment facilities designed by a professional engineer licensed in Washington. A Targeted Drainage Plan can either be for construction, or can be a conceptual plan usually associated with a land use action going to hearing. View the Targeted Drainage Plan Checklist (PDF). Grading Plan A grading permit is required for all grading that does not meet the exemption requirements of 30.63B. When no impervious surfaces are proposed but a grading permit is still required, use the Grading Plan Submittal Checklist (PDF). Grading Application Grading Application (PDF) Low Impact Development Low Impact Development (LID) is now available for projects meeting LID Ordinance 30.63C (PDF), and is offered as an alternative.http://www.qookspot.kitchen/wp-content/plugins/formcraft/file-upload/server/content/files/162922a55a018c---93-suzuki-katana-750-manual.pdf Use the 2005 DOE Manual if claiming credits in your detention pond sizing for using LID techniques. Development and land disturbing activities are required to manage their stormwater as part of the land use permitting process. Public Works provides review, approval and technical assistance to the stormwater permit process. Stormwater Management Plan Application Impervious Surface Worksheet This form should be filled out to determine what size stormwater plan is required by your project. Stormwater Minimum Requirement Certification This form is required for all project sizes, it is an agreement that stormwater erosion and sediment controls will be managed and maintained during all phases of construction. Additional forms: Stormwater Management Certification for Utilities San Juan County used the 2005 Stormwater Manual. The division provides services such as street sweeping, mowing, sign repair, pavement markings, storm drain cleaning, and snowplowing along with pavement overlays, storm drainage construction, and street reconstruction. The City of Snoqualmie is covered under the NPDES Phase II Western Washington Municipal Stormwater Permit issued by the Washington State Department of Ecology on August 1, 2012 and modified January 16, 2015. The permit outlines actions Snoqualmie must take to minimize stormwater pollutants. The NPDES permit requires the City of Snoqualmie to document a Stormwater Management Program (SWMP) outlining the stormwater program activities the City intends to implement during the upcoming year. The SWMP specifically addresses the permit requirements of: The annual report and the Stormwater Management Plan are updated annually and posted on the City's website. This update includes terminology, code, and drainage review guidance, as well as revised water quality, flow control, temporary erosion and sediment control (TESC), and other requirements.argentinapools.com/contents//files/carrier-debonair-220-installation-manual.pdfThe addendum: For instance: Exempt activities that do not require a clearing and grading permit still require the use of best management practices to control erosion and sedimentation that may result from such activities. Amended soil is recommended for all landscaped areas on project sites smaller than 1 acre; the default BioRetention Soil Mix linked in the reference documents is recommended, though not required. In addition to HSPF and KCRTS the Western Washington Hydrology Model is also an acceptable tool for continuous hydrology modeling. Accurate drainage review pricing is not possible prior to seeing an applicant’s submittal; the provided estimates are only to help provide some budgeting benchmark, and are not guarantees against additional resources needed for drainage review completion and plan approval. The Full Drainage Review Project category has been split into the sub?categories “Not Snoqualmie Ridge Infill Development” and “Snoqualmie Ridge Infill Development.”. MRSC Services Related Services Staff Directory Employment Contact Us. Do you have a comment or suggestion. Media request? Want to report a broken link. Contact Us See also MRSC's Low Impact Development page. IV - Source Control (Best Management Practices Manual), 2008 Stormwater Resources, Puget Sound Partnership V - Runoff Treatment, Flow Control, and LID BMP Library BMPs, Washington State Department of Ecology (2019) II - Construction Stormwater Pollution Prevention, Washington State Department of Ecology (2019) II - Construction Stormwater Pollution Prevention (amended 2012) II: Construction Stormwater Pollution Prevention (2016) Three types of shoulder materials were tested: conventional asphalt, gravel, and porous asphalt. The ILA was formed based upon previous studies indicating that there would be reduced costs and less confusion if a regional approach to stormwater management was adopted. As part of that process a regional manual was identified as providing benefits to reflect local conditions in a semi-arid environment. This Manual has been developed to reduce cost for stakeholder and community compliance with the MS4 discharge permit requirements. The guidance outlined in this manual is fashioned to have direct applicability to these urban areas. The WA Department of Ecology approved the Yakima County Regional Stormwater Manual in 2010. Stor mwater runs off of land and hard surfaces such as streets, parking lots, and rooftops, and picks up pollutants, such as fertilizers, dirt, pesticides, and oil and grease. Eventually, stormwater soaks into the ground or discharges to surface water (usually through storm drains), bringing the pollutants with it. It is not cleaned at a wastewater treatment plant. This means all of the pollutants carried by stormwater are also channeled to these water bodies. If you pour something down a storm drain or in a gutter, it is just as though you poured it directly into your favorite swimming hole or fishing spot, or even into the source of your drinking water. DEQ's Catalog of Stormwater Best Management Practices for Cities and Counties includes site-design techniques for controlling stormwater runoff associated with land development activities. DEQ also provides plan and specification review for facilities that control, treat, or dispose of stormwater if requested by the developer or design engineer. The Idaho Transportation Department also periodically conducts erosion and sedimentation control workshops. Injection wells can be used for stormwater runoff disposal; stream channel alteration permits are required when construction activities impact a stream below the mean high water mark. This includes constructing a stormwater outfall along a river, stream, or lake. Stormwater ordinances are designed to minimize the environmental threat to Idaho's rivers, lakes, and streams by prohibiting certain activities that would directly discharge into stormwater sewer systems. For more information about local ordinances in your community, contact your local public works department, highway district, or county. Compliance with a stormwater permit may require the use of stormwater best management practices (BMPs); their use is recommended although not required. TMDLs are calculated for surface water bodies that do not meet water quality standards; their purpose is to improve poor water quality. Since stormwater can discharge pollutants to streams, lakes, and rivers, stormwater discharges must be consistent with the requirements of a TMDL that has been developed for a particular water body. Following BMPs from the Catalog of Stormwater Best Management Practices for Idaho Cities and Counties described below is generally sufficient to meet TMDL requirements, but it is best to discuss BMPs with DEQ before implementing if a TMDL is in place. Stormwater BMPs are used in Idaho to help prevent stormwater runoff from polluting Idaho's streams and rivers. DEQ has developed a Catalog of Stormwater Best Management Practices for Idaho Cities and Counties to provide technical guidance for the selection and site design of stormwater BMPs. An example of a source control is maintaining existing vegetation in specific areas of a construction site to help control erosion. They tend to be more expensive than source control measures.Extra product (and your money!) goes down storm drains. Extra water goes down storm drains and takes pollutants with it. Commercial car washes recycle their wastewater and some also treat it before it is sent into the sewer system. If you do wash your car at home, use a bucket or a nozzle that you can turn off so the hose is not running constantly, and wash your car on the lawn so the extra water soaks into the ground. Use cleaners sparingly. Pet waste on the ground adds bacteria and nutrients to the stormwater and eventually to local water bodies. Do not pour them onto the ground or into gutters or storm drains. Contact your local city public works department or DEQ regional office for more information on marking programs. Provide as many details as possible such as the location and time of the incident. Increased impervious area results in greater volumes of runoff, higher flow velocities, and increased pollutant fluxes to local waterways. As we learn more about the negative impacts of these outcomes, it becomes more important to develop and manage land in a smart manner that reduces these impacts. This text provides the reader with background information on hydrology and water quality issues that are necessary to understand many of the environmental problems associated with land development and growth. Chapters on statistics and modeling are included to provide the proper background and tools. The latter chapters of the text cover many of the different technologies that can be employed to address runoff flows and improve water quality. These chapters take a design approach with specific examples provided for many of the management practices. A number of methods are currently available for addressing the problems associated with stormwater runoff quality from urban areas; more continue to be developed as research is advanced and interest in this subject continues to surge. Traditionally, techniques for the improvement of runoff quality were borrowed applications from water and wastewater treatment, such as large sedimentation ponds Recently, increased interest has been placed on using natural systems to improve water quality. Only valid for books with an ebook version. Springer Reference Works and instructor copies are not included. Stormwater can soak into the soil (infiltrate), be stored on the land surface in ponds and puddles, evaporate, or runoff. Most runoff is conveyed directly to nearby streams, rivers, or other water bodies ( surface water ) without treatment.Plants also reduce stormwater by improving infiltration, intercepting precipitation as it falls, and by taking up water through their roots. In developed environments, unmanaged stormwater can create two major issues: one related to the volume and timing of runoff ( flooding ) and the other related to potential contaminants the water is carrying ( water pollution ).Stormwater harvesting techniques and purification could potentially make some urban environments self-sustaining in terms of water.Additionally, conveyances such as ditches and storm sewers quickly transport runoff away from commercial and residential areas into nearby water bodies. This greatly increases the volume of water in waterways and the discharge of those waterways, leading to erosion and flooding.During this phase, polluted water entering storm drains in areas with high proportions of impervious surfaces is typically more concentrated compared to the remainder of the storm.Please help improve the article by presenting facts as a neutrally worded summary with appropriate citations. Consider transferring direct quotations to Wikiquote. ( August 2019 ) In natural catchments ( watersheds ) surface runoff entering waterways is a relatively rare event, occurring only a few times each year and generally after larger storm events. Before development occurred most rainfall soaked into the ground and contributed to groundwater recharge or was recycled into the atmosphere by vegetation through evapotranspiration.Native species often rely on such flow regimes for spawning, juvenile development, and migration.Urban flooding is the inundation of land or property in a built-up environment caused by stormwater overwhelming the capacity of drainage systems, such as storm sewers. Although triggered by single events such as flash flooding or snow melt, urban flooding is a condition, characterized by its repetitive, costly and systemic impacts on communities. In areas susceptible to urban flooding, backwater valves and other infrastructure may be installed to mitigate losses.This is the equivalent of one in six properties in the County making a claim.Brays Bayou and its tributaries drain a watershed of approximately 88,000 acres south of downtown Houston.Instead, the stormwater enters the subsurface drainage system by moving down through the ground.IWM is often associated with green infrastructure when considered in the design process. Professionals in their respective fields, such as urban planners, architects, landscape architects, interior designers, and engineers, often consider integrated water management as a foundation of the design process.The most popular is to incorporate land-based solutions to reduce stormwater runoff through the use of retention ponds, bioswales, infiltration trenches, sustainable pavements (such as permeable paving ), and others noted above. LID can also be achieved by utilizing engineered, manufactured products to achieve similar, or potentially better, results as land-based systems (underground storage tanks, stormwater treatment systems, biofilters, etc.). The proper LID solution is one that balances the desired results (controlling runoff and pollution) with the associated costs (loss of usable land for land-based systems versus capital cost of manufactured solution). Green (vegetated) roofs are also another low cost solution.Point source discharges, which originate mostly from municipal wastewater ( sewage ) and industrial wastewater discharges, have been regulated since enactment of the CWA in 1972. Pollutant loadings from these sources are tightly controlled through the issuance of National Pollution Discharge Elimination System ( NPDES ) permits.