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Home My WebLink AboutUWO Sherman Hall Admissions - DIS-112450851 Wisconsin Department of Safety and Professional Services Phone: 608-266-2112 Division of Industry Services Web: http://dsps.wi.gov 4822 Madison Yards Way Email: dsps@wisconsin.gov PO Box 7302 Madison, WI 53707 Tony Evers, Governor Dan Hereth, Secretary Designee January 6, 2025 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/06/2027 MUNICIPALITY: CITY OF OSHKOSH WINNEBAGO COUNTY SITE: SHERMAN HALL ADMISSIONS RENOVATIONS 4030 TREFFERT DR. OSHKOSH, WI 54901 SITE REQUIREMENTS • A full size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets were submitted in lieu of additional full plan sets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. If these plans were submitted in an electronic form, the designer is responsible to download, print, and bind the full-size set of plans along with our approval letter. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: KEY ITEMS: 1. SPS 382.20(8). The plumbing system shall be installed in accordance with the approved plans. Identification Numbers Plan Review No.: PL-012500005-PRSO Application No.: DIS-112450851 Site ID No.: SIT-138613 Please refer to all identification numbers in each correspondence with the Department. RYAN TOY K SINGH ASSOC INC 3636 N 124TH STREET WAUWATOSA, WI 53222 SUBMITTAL INCLUDES: Building sewer sanitary Diameter (in inches): 6, DFU Load: DFU 21-160:4 Building sewer sanitary Diameter (in inches): 6, DFU Load: DFU 21-160:4 Building sewer sanitary Diameter (in inches): 8, DFU Load: DFU 161-360:5 Building sewer storm Diameter (in inches): 24, GPM Load: 3018.52, Number of Inlets: 4 Drainage system storm Total Acreage Served: 1-5 Private interceptor main sewer sanitary Diameter (in inches): 6, DFU Load: Private interceptor main sewer sanitary Diameter (in inches): 6, DFU Load: Private interceptor main sewer sanitary Diameter (in inches): 8, DFU Load: Private interceptor main sewer storm Diameter (in inches): 24, GPM Load: 3018.52, Inlets: 4 2. SPS 382.20(8). REVISIONS. All changes or modifications, which involve the provisions of chs. SPS 382 to 384, made to plumbing plans and specifications, which have been granted approval under sub. (1), shall be submitted to the department or agent municipality for examination. All changes and modifications shall be approved in writing by the department or agent municipality prior to installation of the plumbing. 3. Electronic plans were submitted for this review. The plans included 84 pages, including an index. REMINDER(S) • SPS 382.20-1 Line 6. This exterior storm sewer system has not been reviewed for subsurface infiltration as defined in SPS 381.01(133s) for compliance to specific plumbing provisions as detailed in SPS 382.365. RE: Per plan, WDNR type A Approved liner appendix D have been added. See details. • SPS 382.36(6)(g)3. By design, ground surface ponding shall drain down within 24 hours after a storm event. • SPS 382.20. This Storm water system approval does not include review for NR 151 requirements or for any local Storm water management requirements. Be advised a DNR WPDES permit may be required for this Storm water discharge. NR 151 is under the Department of Natural Resource's jurisdiction. • SPS 382.21(2)(e) Private water mains and water services. Private water mains and water services shall be inspected before being covered. The private water mains and water services shall be tested and proven watertight under water pressure not less than the working pressure under which it is to be used. The water used for testing shall be obtained from a potable source of supply. Note: Standard NFPA 24 for combination water services and combination private water mains may include more stringent requirements for testing. • SPS 382.40(8)(i). Flushing and disinfection of potable water supply systems. 1. a. Before a newly constructed water supply system is to be put into use, the piping of the system shall be filled with water and allowed to stand for at least 24 hours per this section. After 24 hours each water outlet shall be flushed beginning with the outlet closest to the building control valve and then each successive outlet in the system. The flushing at each water outlet shall continue for at least one minute and until the water appears clear at the outlet. • SPS 382.40(8)(i)4. New or repaired combination water services or combination private water mains shall be flushed and disinfected prior to use in accordance with NFPA 24. • SPS 382.40(7). The size of the combination domestic/fire main has been approved for the domestic demand only. It is the responsibility of the designer to ensure that the combination domestic/fire main size is adequate for the overall system demand in accordance with the applicable NFPA guidelines. Review of NFPA 24 was not included with this approval. Standard NFPA 24 for combination water services and combination private water mains may include more stringent requirements for testing. • SPS 382.20-2. This plumbing approval does not include the dedicated water main that serves only fire hydrants or a dedicated private fire service. The local municipality or fire department may have jurisdiction regarding such water mains. New or renovated fire service mains, if part of an automatic fire protection system requires plan review per SPS 361.30. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Code §§ SPS 381, 382, and 384 only. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. You are responsible for complying with state and federal laws concerning construction near or on wetlands, lakes, and streams. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per Wis. Stat. § 145.06. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. Pursuant to Wis. Stat. § 145.05(1), a city of the first, second, or third class shall supervise the installation, alteration, and repair of plumbing within its jurisdiction. Should the project fall under jurisdiction of the Department, please contact the DSPS inspector copied at the bottom of this letter. In granting this approval, the Division of Industry Services reserves the right to require changes or additions, should conditions arise making them necessary for code compliance. As per Wis. Stat. § 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this letterhead. Sincerely, Mike Dubois Plan Reviewer Division of Industry Services Phone: 920-492-5613 Email: mike.dubois@wisconsin.gov cc: DARRIN BENZ, PLUMBING PLAN REVIEWER, EMAIL: DARRIN.BENZ@WISCONSIN.GOV, OFFICE: (920) 492-7726, MOBILE: (608) 225-6790 DIANE BARTLETT, , EMAIL: DBARTLETT@CI.OSHKOSH.WI.US, OFFICE: 9202365094, MOBILE: RYAN TOY, DESIGNER