{"id":665863,"date":"2024-11-06T03:11:04","date_gmt":"2024-11-06T03:11:04","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/nsf-350-2017\/"},"modified":"2024-11-06T03:11:04","modified_gmt":"2024-11-06T03:11:04","slug":"nsf-350-2017","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/nsf\/nsf-350-2017\/","title":{"rendered":"NSF 350-2017"},"content":{"rendered":"
Full Description<\/b><\/p>\n This Standard contains minimum requirements for onsite residential and commercial water treatment Management methods and end uses appropriate for the treated efflent discharged from onsite residential This Standard is intended to address public health and environmental issues. Actual performance for any System components covered under other NSF or NSF\/ANSI standards or criteria shall also comply with the Onsite residential and commercial water reuse treatment systems<\/b><\/p>\n
\nsystems. Systems may include the following.<\/p>\n\n
\nThis applies to onsite residential and commercial treatment systems that treat graywater, those that
\ntreat laundry water from residential laundry facilities, and those that treat bathing water. See 8.1 for
\nperformance testing and evaluation.<\/li>\n
\ncombined commercial facility wastewater and commercial facility laundry water of any capacity, and
\nthose treatment systems that treat graywater from commercial facilities with capacities exceeding 5,678
\nL\/day (1,500 gal\/day). These systems shall be performance tested and evaluated at the location of the
\nreuse system installation, using the wastewater generated onsite from the facility serving the treatment
\nsystem. See 8.3 for performance testing and evaluation. The key elements of a field evaluatin of a
\ncommercial treatment system are described in Annex A.<\/li>\n<\/ul>\n
\nand commercial treatment systems meeting Class R (single family residential) or Class C (multi-family and
\ncommercial facilitiesds) requirements of this Standard include indoor restricted urban water use, such as
\ntoilet and urinal flushing, and outdoor unrestricted urban water use, such as surface irrigation. Effluent
\nquality criteria consistent with these uses are described in 8.6, Criteria.<\/p>\n
\nsite or system may vary, depending on variations in raw water supply (such as alkalinity and hardness),
\nwastewater constituents, and patterns of use. The end use of the effluent is the responsibility of the owner,
\ndesign professionals, and regulatory officials.<\/p>\n
\nrequirements therein. This Standard shall in no way restrict new system designs, provided such designs
\nmeet the minimum specifications described herein.\n <\/p><\/div>\n","protected":false},"excerpt":{"rendered":"\n\n
\n Published By<\/td>\n Publication Date<\/td>\n Number of Pages<\/td>\n<\/tr>\n \n NSF<\/b><\/a><\/td>\n 2016-08-26<\/td>\n 56<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":0,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2676],"product_tag":[],"class_list":{"0":"post-665863","1":"product","2":"type-product","3":"status-publish","5":"product_cat-nsf","7":"first","8":"instock","9":"sold-individually","10":"shipping-taxable","11":"purchasable","12":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/665863","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=665863"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=665863"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=665863"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}