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HomeMy WebLinkAbout006-1064-80-100 1 S 1'~1'~V~1 o N ` See T~~-~ nOt S~ 1^ji;rnn in Department of Commerce se ^C Pvm~ PRIVATE SEWAGE SYSTEM CCUnty St. Croix Sa`ety and 6uddirg ON sicn JJ INSPECTION REPORT Sanitary Permit No GENERAL INFORMATION ('ATTACH TO PERMIT) State Phan ID No 582083 Personal nforrrat on yor. prowde Tray be uses for secondary purposes (Privacy Law, S.15.04 (1 i(mi1 2671520 Permd Halder's Name: Village -ownship Parcel Tax No Emerson Properties LLC TOWN OF CYLON 006-1064-80-100 "OT ©M Elev nsp BM 61 ev' BM Ces::r of or' Section/rc•nn,lap No: C\Q~ 1 29.31.16.448F ~'ltiA ) NK INFORMATION ELEVATION DATA 0-35 G0.35 00-C TYPE MAWFA TURFR CAPACITY SIAIIUN BS HI FS ELEV ~u, S 1 S F11✓ [Be Z 1011i PAM") 0.3 =3 o >peptic I L4,2 nchmark o~: ~ ;E P_ b0 C 11.12 02•I On .u 21 Dosing 1~SE 1# A ~ eta I ~600,0141,0 56° x.31 ~s. e 1 lru S UC0 Bldg. Sewer 2 fiveze y.y2 9~ . ~1 Holding S Ht Inlet x.22 9l 9 D' t Cutlet -.y2 9 y . TANK SETBACK INFORMATION TANK TO 5 V;tLL BLDG. vent to Air intake GOAD Yfl ~l'~'r. (W, y3 0I5. 2 Easy "T 1 1 J Septic L49 l `15' y2' Bottom Iy8 8-7 2M Dosin eade,r~vlan. 2 5.8 Aell C-~CA lU t r S I D st. Pipe 5.2Qj -15.~ k Of. I loldin ~L Bot. Sys:em 5 8 qy 5 PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand CoI At ver t ?j 05 q .2 VkiL 1JJ C u`l Model Number NE0~~ IL 'I X ontbUoi t 7.31 '92.99 TDH Lift-7 Faction Loss Svsiem Heard TD b~rt .7° 2.sg Forcemain Lengl Dia Dist. to Well . SOIL ABSORPTION SYSTEM BEDITRENCH 'ddidth Length V Of IuouUjee PIT DIMENSIONS No. Of Pits Inside Dia. I-iquid Gepth DIMENSIONS ~L Imo) I 5lP L. 27. 4- = LlY / SETBACK SYSTEM 10 Ptl BLDG WELL LAKG'STRCAM LEACHING Manufacturer ~ INFORMATION Ty Gf System,'l~l f ~,f\ R I CHAMBER UNIT OR l , (.Cu, I ~J "r I v~ Mode N r K in (J (V r 1-If) DISTRIBUTION SYSTEM 07,o 1 Header •tanifnld I? 1Cistrititor I ' x Hole Size x Hole Sparing Vent to A, ntake Pipets) I I r/Z J J ~ Z. r' ~ ! Length C; I ~,Z Length_ Dia Spacing i -1 SOIL COVER Pressure Systems Only xx Mound Or At-Grade Systems Only (-)p vil M Depth Jver I epth Cve xx Depth c, 7:1ded" xx Mulched Depth each 4W Bell ve- Edges > `7 Top_-o l y 12,1 J 'Yes No Yes AN. COMMENTS: (Include code discrepancies, persons )•esent etc) Inspection #1: Hi n 1 UI~ Inspection #2 5/'L L ll 1 Location: -1225 H~`.rY d6 At pV i4knq ill @ IS( '"Ell P l 6 1.) Alt BM Description =SQ~1y7C. IkIl- Cll ~n 3o, tlA;S1'ya Vill 4D ~ Cj'i' ews Lbc, S br1 2.) Bldg sewer length = a At : 5 y t 1 ?e r p1\) Il - amount of cover = v ~ tjCad "41`I w 2„ Ath y r Y.,;~y~ ;c.~shec~ Ij 044 J i i'ro br LAI" Plan revision Required? F_ J Yes L_ - - - Use other side for additional information. r 3 2L4 I 7 ~ SBD-6710 (R.319?) Date Inse es Signatu a Cert. No, t l10~t - 2 inspet by i repb,l b~ 21 ocd Z 5rMplity )~Mu~ LaL 'T NN Wsconsin Depalmentof Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safet•i and Building Civis on INSPECTION REPORT Sanitary Permit No 582083 GENERAL INFORMATION (ATTACH TO PERMI r) State ~ an ID No: Personal nforrrat on yot. provide rray be used for sexndarv purooses [Fr vacy Law, s.15.D4 0 i(mi] 2671520 Permit Holder's Name City Village Township Parcel Tax No Emerson Properties LLC TOWN OF CYLON 006-1064-80-100 CST Bra Elev: Insp. 3M Elev: Brut Descripticn A~7 Sect ionJowr/Rangelli Nc D 29.31.16.448F TANK INFORMATION ELEVATION DATA 2'5 Ob . S b0 - TYPE MANUFACTURER CAPACITY STATION DS HI FS ELE . 0. 3 00.3 60% IG ~y 162. I 100. 0 Septic 3enchmark IL V Dosirlg Alt. Br,1 Aeration t U Bldg Sewer Holding StrHt Inlet SO It Out et TANK SETBACK INFORMATION LANK TO PVVELL BLDG vent. to A,r ntake ROAD Dt nlet S Septic Dt Bottom 1 V 8-7.2S 4-i 2f )~St f t Headerllvfan. I Li Aeration Cist. Pipe - 9yC' Holding Bo.. System 2 q8. inal Grade 2 ea J l'PUMPISIPHON INFORMATION F J ` 9 (D • ManufaCh-rer V ~ Defnand St Cover r GPM Model Number 6 v F6 ~)2- J a n u n Q 1 TDH Lift ec:wn Loss ISystem Head TDH Ft I' ft U 1 J 2.s8 Forcemain Lcngth~)'5' Dia. D st. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length J, No-+er+ehes PIT DIMENSIONS f1o Ot Pas nside =ia Ligcid Det~lh DIMENSIONS Zll Z i SETBACK SYSTEM TO 11 PIIII; F . BLDG vVE L LAKEISTREAM LEACHING Manufactu,er, ~--y //;;~j INFORMATION CHAMBER OR I I I r Cl t l" r Typ f System: UNIT Model Nu ft FUND N ~LDiJ 1G' N~ DISTRIBUTION SYSTEM JlHeader,'P.l Cituton i ( I x Hole SizJgit Hole Spacing ven.toA r ntake r I 9 t I [ Length_-'- 7_ Dia '/ZP Le W. I I C' L' a 1 ~L 5paung J~ I J SOIL COVER r sure Systems Only xx Mound Or At-Grade Systems Only Dcpth Cve- (td eo h Over ` xx Jepth of x Seede&Socdc~ xx Mulched/// BedJTrench enter 3ed/Trench Edges ` I (t 1 'opr ; l ( Ye s Nc / Yes /V_o i Tq COMMENTS: (Include code discrepencies. persons present, etc.) Inspection #1: 1 `Zq/Z6 4 Inspection #2: j J I ~a~ LP Location: 1905 HWY 46 't7J~(1 I ptow ''6- ! 1.} Alt BM Description t1r, ~p ~r~ y I u~ h ~WQ e 0 SaAd : V7T-t I'}J 2.} Bldg sewer length = J ,Jill l - amount of cover = \ Z tJ~S'~, (e11 Doi +i (VU3 ab-1ti4r~t a~ ~-I lrk+ttta~5 Plan revision Required? I Yes LJ No LL Use other side for additionat tnfoinlation. Date Insepctor's Signature Ced No. SBD-6710 (R.3r87) z 6 ~ ~z) ~ N ,k. T- 4y ti v h' 7 L v 'J 7 .A y _i ~j 11 c 1 ( i I I j r I s - - 1 ~ --C---~---~ 1 :1 ~.-•~A~:~ i. _ ~J4 f L ~ 7 .-AS_ O - V i County k Safety and Buiidin ST. CROIX r, 4 MAR 201 W. Washington Av 1~0..vision x 7162 Sanitary Permit Number (to be filled in by Co.) S P !~1\ Madison, WI 5370 L $'T CROIX COUN'T'Y l e70 i._''~:OMMUNITY Q~LQP State Transaction Number Sanitary Permit Application (P-7 / p in accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for seconda 1905 ST HWY 46 purposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. NEW RICHMOND, WI 54017 1. Application Information N - Please P 'nt formation parcel # IC M Property Owner's Name 006-1,004-80-100 P T L Property Location a 9. . q y Property Owner's Mailing Address 2010 HWY 64, Govt. Lot I City, State Zip Code Phone Number q_ y4, q-'/<, Section '29_ (circle one) NEW RICHMOND, WI 54017 N/A T1_N; R 16 EorW II. Type of Building (check all that apply) Lot # Subdivision Name El 1 or 2 Family Dwelling - Number of Bedrooms N/A -11 Block # N/A JKPublic/Commercial - Describe Use 'BANQUET HALL N/A ❑ City of CSM Number Village of to Owned -Describe Use N/A ~6. ~ 77 Town of CYLON o 1X /lO o~~► C.+~~S yp of Permit: (Check only one box online A. Complete line B if applicable) AA2 A' ( New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing Sy em xplam List Previous Permit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS System/ omonent/Device: Check all that apply) i ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade N Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Require sf) Dispersal Area Propos sA , System Elevation 2,001 .6 1,320 15 3 1,320 93.4 & 92.35 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units w U cyU Cd New Tanks Existing Tanks Q , / I OJ~ j` a U v~ ai w C7 P, Septic or Holding Tank 4 , 200 0 4,20C 1 WIESER ~wC! X Dosing Chamber 5,000 0 5,000 1 WIESER X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature M 6647 Number Business Phone Number 'MPRS TIM DE YOUNG 664713 715-246-2660 Plumber's Address (Street, City, State, Zip Code) 321 WISCONSIN DRIVE, NEW RICHMOND, WI 54017 VIII. Coun epartment Use Only Permit Fee Date ssue Issuin nt Signature pproved ~tsap $ '3 -7 11; e ent 1 IX. Cond1 Reasons for Disapproval 2 r~•a t 7 p , UnK elr ,t fillle! land J erretA- w IV, dlsperxbl cell mtrat as ! LML1&n ~l l* L cje, ; n ' at Per rnsnegemerd plan provided by plumbof, 3: Aa deck reglglust:lyp°msirttatiit5ad s per aAp hl coda / ordlnallote. ! KLS fM t~ ~;u a e, as Attach to complete plans for the system and submit to the Coul ty only on paper not less than 8 In x 11 inches in size SBD-6398 (R. 11/11) RT F41 DIVISION OF INDUSTRY SERVICES fG 3824 CREEKSIDE LN r HOLMEN WI 54636-9466 ~ Contact Through Relay a http://dsps.wi.gov/programs/industry-services S /mow/ www.wisconsin.gov ~Ao---tip Scott Walker, Governor ssro* ~L Dave Ross, Secretary February 18, 2016 CUST ID No. 224059 ATTN. POWTS Inspector KEITH E STONER ZONING OFFICE KEITH STONER SOIL TESTING SANITARY DESIGN ST CROIX COUNTY SPIA 23220 WOODCREEK RD 1101 CARMICHAEL RD SIREN WI 54872-8728 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/18/2018 SITE: Identification Numbers Emerson Properties, LLC rTransaction ID No. 2671520 2010 Hwy 46 D No. 821307 Town of Cylon se refer to both identification numbers, St Croix County e, in all correspondence with the agency. SW1/4, SWIA, S29, T31N, R16W FOR: Description: Commercial EZFlow Mound System / (2) cells / 8.5% slope / Time-dose delivery Object Type: POWTS Component Manual Regulated Object ID No.: 1587321 Maintenance required; 2,001 GPD flow rate, (858 GPD metered-flow rate); 45 in Soil minimum depth to limiting factor from original grade; System(s): EZflow Mound Component Manual, (R. 7/12), Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01101, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, CON stats. AP The following conditions shall be met during construction or installation and prior to occupancy or use: DEPT OF PROFESSIO Reminders DIVISION OF IN • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. SEE CORK • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • The pumps and timer mechanism(s) shall be field calibrated for accuracy when the system is first put into operation. • A 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. KEITH E STONER Page 2 2/18/2016 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must.follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS_ 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 state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, . Fee Required $ 325.00 This Amount Will Be Invoiced. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Timothy James Deyoung, C-ountrysid~Pimbing & Heating (Plans Mailed To) Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. KEITH E STONER Page 2 2/18/2016 -Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must.follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS_ 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 state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 325.00 This Amount Will Be Invoiced. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri; 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Timothy James Deyoung, &untrysidr-PlUMB & Heating (Plans Mailed To) Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. I I I Index and Title Sheet RFCEiVED Project Name: Emerson Banquet Hall FEB 15 2016 Property Owner: Emerson Properties LLC r )t iSTRY SERVICES Address: 2010 Hwy 64 New Richmond WI 54017 Legal Description: SWl/4-SWl/4 Section 29 T31N-R16W Township: Cylon County: St. Croix County Subdivision Name: Na Lot : 1 of Csm #25-5773 Parcel ID: 006-1084-80-100 CONTENTS Page: 1 Plan Narrative and Flow Equalization Sizing Chart Page: 2 Plot Plan Page: 3 Two Cell Mound System Cross Section and Plan View (Upslope and Down slope Cells) Page: 4 Lateral Layout Diagram Typical Ire®N Page : 5 EZ-Flow Distribution Cell Media Layout 'RoVieD LY Page: 6 Time Dose Tank Cross Section NgFET YAN0 ►u SERViCEs Page: 7 Initial Timer Startup Sequence STRY S RVices Page: 8 Time Dose Panel Specs. A Page: 9 Pump Curve Data 3P NCE Page: 10 Management and Contingency Plan (10 1-3) Attachment: Soil and Site Evaluation Report, County Concurrence concerning At-Risk Wastewater production, Variance Approval and Maintenance Agreement Mound Component Manual Used = Version 2.0 SBD-10691-P (N.01/01R. 10/12) Pressure Distribution Component Manual Used = Version 2.0 SBD-10706-P (N OUOIR. 10/12) In-Ground Component Manual Used = Version 2.0 SBD-1075-P (N.01/01R. 10/12) EZ Flow Mound Component Manual Version August 20"', 2007(R.3/1/12) 11111111 i Designer: Keith E~ License # Designer 157-007 Signature: f It Phone # (715) 653-2324 Date: February 3, 2016 NER i = D-1575 Siren, F Page 1 of 3 of 10 Plan Narrative for the Emerson Banquet Hall Emerson Properties LLC is planning the construction of a banquet hall on an adjacent lot to their existing restaurant business. The intended use of the structure will be for typical larger gatherings where a meal would be served an example would be such as weddings, anniversaries or graduation parties. Due to the size and proposed use of the structure various requirements are required to protect public safety. One safety feature would be the installation of a fire sprinkler system. A variance to the rule requiring an automatic sprinkler system was submitted to the Department of Safety and Professional Services and a conditional approval was granted with conditions. (see attached document) The owner has made the following statement regarding this facility within the variance documentation: "The proposed building and its intended use is one that will be used on a limited schedule. It will be occupied with more than 100 people on Friday and Saturday nights in the months of May through October. The building will not have insulation thus not be heated for use in colder months. The owners are willing to exceed all other fire code requirements for an A-2 building including a standpipe system. In addition, there will be no food preparation permitted, as well as no open flame, and no space heaters" Based on the conditions of the variance and the owners proposed use of the structure we decided to move forward with a sanitary design proposal. Discussing the use and potential future use of the structure we discussed the significance of commercial wastewater and how its strength can affect the sizing and components of the sanitary system. After our discussions a decision was made to move forward with a design that would incorporate an additional day of use to the system for potential use in the future with the understanding that the wastewater produced wo mee a uen standards of domestic wastewater allowing sub-surface dispersal. In an effort to reduce the size of the dispersal area from that based on a single days use of 2001 gallons per day we decided to figure the design flow rate based on a weekly flow based on the table on page 3. By using an average flow rate for the week we are able to reduce the size of the dispersal area down making it more economical for the limited use allowed by the variance approval. The weekly average or flow equalization as it is known requires that we provide additional dose tank capacity to provide storage for the wastewater surges that typically accompany this type of use, meaning the bulk of the wastewater is produced in a few hours versus over the course of a day. A pair of 2500 ,gallon tanks tied _toaether at their bottoms willnro__vide~a_ound 5000 g I ns o capacity for this purpose. Note that these tanks could also be used in the future should the wastewater strength change to high strength with the addition of a kitchen or dishwasher where wastewater would need to be dosed to an aerobic treatment unit. Soil conditions onsite were suitable for either at-grade mounds or a typical mound system with a minimum of 6 inches of sand. Once again to add the greatest degree of flexibility f Page 2 of 3 of 10 down the road we decided on the mound systems as they have a greater ability to accept additional wastewater flows should an aerobic treatment system be required in the future. The mounds systems will consist of two 6 ft. x 110 ft. dispersal cells constructed using EZ-Flow Media. Each mound will be served by its own force main and a duplex time dose system will be used to meter the daily flow out over a 24 hour period. i s t* osmg wi ow a dispersal areas sufficient time between doses to accept the wastewater and give it time to percolate through the media and into the surface and sub- surface insitu soils. This allows for a greater degree of atmospheric oxygen to remain within the dispersal cells and promotes longevity of the dispersal cells. Additional thoughts and recommendations: ❖ Make sure to run a sufficient power supply and breakers to the time dose tank to support a future aerobic treatment unit. ❖ The ability to run 230 volt pumps would add longevity for the pumps and an aerobic blower pump should it be installed in the future. ❖ Septic tank sizing based on the daily design flow of 2001 gallons requires a septic tank capacity of 4200 gal ❖ For planning purpos a 1000 anon grease interceptor will be installed upstream of the septic tank attached to the ui mg sewer exi g the banquet hall. ❖ For future development of this structures use regarding an increase in design flow or wastewater strength I would recommend the installation of water meters or development of a plan to meter the water in the future during the installation of the water service. Banquet Hall sizing based off of Public Wastewater Flow Table 4 276 patrons x 3 gallons per patron (Dining Hall Bathroom Waste only) = 828 gallons Dance Floor (600 sq. ft. / 10 sq. ft. per person) 60 x 2 gallons = 120 gallons Bar w/no meals x 4 gallons per patron x 39 = 156 4 floor drains x 25 gallons = 100 gallons 10 employees x 13 gallons = 130 gallons Total estimated flow of 1334 gallons x 1.5 design factor equals a 2001 gallon per day design wastewater flow. S Page 3 of 3 of 10 Flow Equalization - Balance Table For Emerson Banquet Hall Utilizing Design (Peak) Flow Gallons per Da Gallons per Da Gallons per Da Weekday DWF IN DWF Out Residual Friday 2001 858 1143 Saturday 2001 858 2286 Sunda 2001 858 3429 Monday 0 858 2571 Tuesday 0 858 1713 Wednesday 0 858 855 Thursday 0 855 0 Totals 6003 6003 0.00 1.5 x forward flow equals design flow for the dispersal area. 858 gallons x 1.5 equals a dispersal design flow of 1287 gallons per day. Design flow rounded to 1290 gallons per day. Grease Interceptor Sizing for Dining Hall. C= M x G x H 276 x 3 x 6 = 4968 = 821 Gallons or the minimum of 1000 gallons. 2xP 6x1 6 M = Meals served H= Hours G = Gallons P = Meal Periods r Page 3A of 10 Cross Section of a Mound System Using Two Cells for the Absorption Area 1/10 Observation Pipe A B O K w O O T B I L i A 6 E 2 H 1211 K ' B 110 F 12" I 10.11' L 126.54' C G J 4.78' W [ 26.111 D ® (ft. sq.) Dispersal Cell Area Total 872.1 (ft.') Basal Area Available Based on C of 4 ft. 5 $6 (gpd/ft) Linear Loading Rate 11.0' (ft) 1/10 B Obs. Pipe Placement Note: C dimension =cell separation. Mound Cross Section View for the Upslope Cell Aggregate Dispersal. Area Finished Grade 95.50' H G G p o 0 o 0; (ft) bisppi V Cell§' 4 Lateral . • . ®Invert 8.5 % Site Slope (ft) Contour Elevation 93. = System Elev. Detail of Typical Dispersal Cell Geotextile Fabric Shading Key Cover -0-0-0-0 0 0 0 Topsoil Cap 000000°000°0000 Subsoil Cap 00°000°0°0°000° 4" Observation Pipe 000 0 0 0 0 w/waterproof cap and anchored 0 0 F securely w/3/8" re-rod or ASTM C33 Sand 0000 Typical Lateral 0 °°0 0 0 0 0 0° alternate method 6" Tilled Layer °0° 0000000 M500000( slots ( EZ Flow 000000000000000 a-- A Note: Prepare Mound Site per Component Manual Constuction Procedures. y Page 3B of 10 Cross Section of a Mound System Using Two Cells for the Absorption Area J 1/.l0 Observation Pipe A B O K w O O T B I L A 6 E 1 H 1211 K ' B ll F 12" 1 10.11' L 126.54' C G J 4.78' W .11' D ® (ft. sq.) Dispersal Cell Area Total 872.1 (ft.') Basal Area Available 5.86 (gpd/ft) Linear Loading Rate 11.01 ($)1/10 B Obs. Pipe Placement Note: C dimension =cell separation. Mound Cross Section View for the Downslope Cell Aggregate Dispersal Area Finished Grade g4. 0' G % _ G H F o O : ft tspeF. a s• L~ ( ) Lateral Invert 8.5 /o 0 1. 5 (ft) Contour Elevation Site Slope 92.35' = System Elev. Detail of Typical Dispersal Cell Geotextile Fabric Shading Key Cover Topsoil Cap 00000000°000000 000°00000000°00 4" Observation Pipe Subsoil Cap 00 q~ 0 0 0 0 0 00- 0 0 0 o w/waterproof cap and anchored ASTM C33 Sand 0000 Typical Lateral 00 F securely w/3/8" re-rod or 0 00000600;0-0;-0o 0 0° alternate method 6" Tilled Layer 0000 0 0 0 0M0 0 o slots ® EZ Flow 000000000 00000 C3 A Note: Prepare Mound Site per Component Manual Constuction Procedures. t Page 4 of 10 Typical Lateral Layout for both Cells End Connection Lateral Layout Diagram Note: Locate holes in laterals in the 12 O'clock position with 1 out of 5 holes in the 6 O'clock position for drainage. 3 P 1.375 S Laterals and Force Main of PVC Sch. 40 per SPS Table 384.30-5 Turn- p w/ball valve or clean X out pt g EZ Flow Media Laterals centered over the A&B dimension Number of Laterals 2 Orftce Diameter .125/1/8° in. Lateral Diameter 1.5 in. Orifice Spacing (X) 2.75 ft. Lateral Length (P) 107.25' ft. Orifices per Lateral 40 Lateral Spacing (S) 3 0 ft. Orifice Density 8'25 orifice Lateral Flow Rate 16.40 gpm Manifold Length 3.0' ft Cell Flow Rate 32.80 gpm Manifold Diameter 1.5 in. System Flow Rate 65.60 Total Dynamic Head C 1 18.62 C2 17.65 ft. Lateral Turn-up Detail Finished Grade Threaded Cleanout Plug or Ball 6" to 8" diameter Lawn Sprinkler Box Valve EZ Flow 000000 Long Sweep 90 or Two 450 Bends Same 00 O 00 O 00 O Diameter as Lateral 0 0 0 0 0 O )-0,0_0 Distribution Lateral Note : Lateral ends at last orifice where variable length to cleanout begins. r Uflowe Distribution Cell Media Layout 6.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 6 ft Wide Component Legend SR1-7A Bundle - 5 ft or 10 ft lengths SRI-12A or EZ 1201A in 5 ft or 10 It lengths SR3-12H or EZ 1201 P or Gan SR3-12H in 5 ft or 10 ft lengths 0 4" Perforated Distribution Pipe With Pressure Lateral Inside • Turnup Enclosure - - - - - Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 6.00 Cell Width - A (ft) 110.00 Cell Length - B (ft) Center Connection Lateral Layout Diagram Force Main 6 ft Wide End Manifold Project: Emerson Banquet Hall Page 5 of 10 r Page 6 of 10 Duplex Pump DoseTank Component Cross Section Approved Manhole Covers With Warning Labels and Locking Device / 4" Min. Above Final. Grade Weather Proof Junction Box Electric per NEC 300 & SPS 4" Sch. 40 Vent 16.28 WAC >or=to 12" Above Final Grade Disconnect Note: SJE Rhombus E-Z Series Single Phase Alternate Outlet Location Duplex Time Dose W/Approved 4" Sleeve inlet invert = 87.67 Force Main Diam. = 2 " Sirntech STF 100 Note: Pump switch and alarm to be A Weep Hole or Anti Siphon Device wired to separate circuits. B Note: Dose tank consists of 2 Wieser Concrete 2500 gallon tanks tied at their C Pump Off Elev. 83.67' bottoms. 5044.92 Gal. D Duplex Pumps Tank Mfr. Wieser Concrete E Dose Tank Elev. 83.17' Upslope Down Slope Vertical Difference Between Pump Off and Distribution Pipe = 10.23' 9.18' Note: Upslope cell Minimum Required Supply Pressure = 6.50 6.50 will recieve .49 gals. 2" F.M. 54757 FT. of Force Main x 2.58 Friction Factor/100FT.... = 1.39' 1.47' more per dose due to Pressure Loss Through Filter _ .50' .50' shorter 2" F.M. Total Dynamic Head = 18.62' 17.65' (Duplex Pumps ( Per Pump) + F.M. Number of Doses = 4 Per Day Gal. Per Day/ #of Doses =107.25 Gal. Alternating Volume of Backflow = 9.29 Gal. between cells) Total Dose Volume = 116.54Ga1. Float Descriptions E = Redundant Off Pump Tank Capacity 5044.92 dons Dimensions Inches Gallons D = Timer Enable C = Surge Storage Pump Tank Volune 98.92 Gal/Inch A 3 296.76 B = Peak Enable A Alarm B 4 395.68 Goulds C 35 3462.20 Duplex .Demand/Time Dose Panel Pump Mfr. W E-0-1 I 115 or D 3 296.76 will consist of the SJE Rhombus Pump Model WE0312M 230 volt E 6 593.52 Installer Friendly Series. Minimum Discharge Rate = 32.80 GPM per cell Alarm Mfr. S.J. E. Rhombus Total= 51 5044.92 Alarm Model Tank Alert Per Cell Max Dose = 129 gals. Min. Dose = 98.67 gals. Bed Tank per SPS 383.45(5) Anchor Tank as necessary to negate buoyant forces per SPS 383.43(8)(g). KEN 12 2106 Page 7 of 10 Initial Start Up Timer Sequence Schedule Design flow of 858 gallons per day 24 hours x 60 minutes = 1440 minutes. 858 gal. _ 8 doses = 107.25 gallons plus 9.29 gallon drain back equals a total dose volume of 116.54 gallons. 1440 minutes _ 8 doses = 1 dose every 180.00 minutes. Goulds WE0311 M Pump discharges approx. 40 gal/min. @ 19 ft. of Head. 116.54 gallons ' 40 gal/min. = 2.91 minutes or a 2 minute and 55 second pump run time. INSTALLER FRIENDLY Phase DUplex (Demand/TD) Single phase, duplex demand dose or timed dose, float controlled system for @_ pump control and system monitoring. i The IFS duplex control panel is designed to control two (alternating) 120, 208, 240 ' VAC single phase pumps in water and sewage installations. The IFS control panel features a simple, easy-to-use touch pad on the inner door for ~~••programming and monitoring pump and float operation. The panel configuration can be easily converted in the field to either a timed dose or ® demand dose by a simple jumper change, and by adding a display board (timed dose only) for programming pump ON/OFF times. TOUCH 1 FEATURES A. Control Power Indicator/Fuse. Indicator light will illuminate if control power is o 0 present in panel. 00 B. Control Fuse Replace Indicator will illuminate if control fuse is blown. Alarm will activate if control fuse is blown. ;-Model Shown IFSV W904X8AC C. Alarm Power Indicator/Fuse. Indicator light will illuminate if alarm power is (Inner door view) present in panel. D. Alarm Fuse Replace Indicator will illuminate if alarm fuse is blown. E Float Indicators will illuminate when floats are activated. Alarm will activate if a float operates out of sequence and the appropriate float indicator will flash. F. HOA (Hand-Off-Automatic) Buttons controls pump mode with indication. Hand mode defaults to Automatic when stop level is reached. G. Pump Run Indicators will illuminate when pump(s) is called to run. H. Lead/Lag Selector (with display board only) toggles pump operation, alternate, 1-2 and 2-1 operation. 1. Seven-Segment LED Display shows mode, pumps elapsed time (hh:mm:ss), events (cycles), alarm counter, timed dose override counter, and ON/OFF times. (Display is standard on timed dose and optional on demand dose.) J. Next Push Button when pressed toggles display through: mode, elapsed time meters, lead/lad selector, cycle counters, and alarm counter. Timed dose Model Shown IFS31 W904X8AC mode also provides override counter and pump ON/OFF times. (Inside view) K. Repeat Cycle Timer Display Push Buttons when pressed sets pump R .CdnPat.&TMOff ON/OFF times (timed dose only). FEATURES Note: LED display will turn off after one minute of not being used. PANEL COMPONENTS / Entire control system (panel and switches) is UL Listed to meet and/or 1. Enclosure base measures 12 X 10 X 6 inches (30.48 X 25.4 X 15.24 cm). NEMA exceed industry safety standards 4X (ultraviolet stabilized thermoplastic with removable mounting feet for outdoor or indoor use). Note: Options, voltage, and amp range selected may change / Dual safety certification for the United enclosure size and component layout. States and Canada 2. Red Alarm Beacon provides 360° visual check of alarm condition. Aff Standard package includes: 3. Exterior Alarm Test/Normal/Silence Switch allows horn and light to be tested Demand Dose - three 20' Sensor and horn to be silenced in an alarm condition. Alarm automatically resets once Float® control switches alarm condition is cleared. Timed Dose - two 20' Sensor Float" 4. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). control switches 5. Circuit Breakers (optional) provide pump disconnect and branch circuit AF Complete with step-by-step protection. installation instructions C ~L 6. Power Relays control pump by switching electrical line(s). Definite purpose contactors used when full load amps are above 15. / Three-year limited warranty I,lsTo 7. Float Connection Terminal Block 8. Large Incoming Power/Pump Connection Terminal Block 9. Terminal Block Installation Labels us® 10. Ground Lugs O N T R O L S 11. Alarm Activation Relay PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 NOTE: Schematic/Wiring Diagram and Pump Specification Label are located inside 1-218-847-4617 Fax IFS ~ W ' MODEL IFS MODELTYPE 3 =DPLX71MEDDOSE (includesoption8ACstandard) 4 =DPLXDEMANDDOSE I r1 ALARM PACKAGE 1 =alarm package (includes tesUnormaUsilence switch, fuse, red light & horn) ENCLOSURERATING I W =NEMA4X STARTING DEVICE e 1 =120/208/240 VAC 9 =120 VAC PUMP FULL LOAD AMPS 0 = 0-7 FLA 1 = 7-15 FLA 2 =15-20 FLA PUMP DISCONNECTS B 0 =no pump disconnect 4 =circuit breaker(s) 120 VAC (must select starting device option 9) 120/208/240 VAC (must select starting device option 1) SWITCH APPLICATIONS H =floats (Timed imed dose= = low level and alarm/ Demand dose= stop, start, and lag/alarm) X = no float timed dose demand Dose Note: Pump down applications only. IRA OPTIONS Listed below if additional features are required, call the factory for a quote on an Engineered' Custom control panel. CODE DESCRIPTION CODE DESCRIPTION 3A Alarm flasher Q 10K Anti-condensation heater r7 3B Manual reset alarm 11C NEMA 1 remote alarm panel Q 4A Redundant off (must select option 6A) (select option 4D if floats are required) Q 11D NEMA 4X remote alarm panel 4D Redundant off float - 20 ft. Sensor Float* (must select option 6A) 6A Auxiliary alarm contacts, form C 15A Control / Alarm circuit breaker 8AC Display board includes: ETM counters, events (cycles) 16A 10' cord in lieu of 20' (per float) counter, alarm counter, override counter (timed dose only), 16B 15' cord in lieu of 20' (per float) ry~p and lead/lag selector switch. Display board also required 16C 30;cord in lieu of 20' (perfloat) for changing a demand dose panel to timed dose panel. 16D 40' cord in lieu of 20' (per float) Demand Dose 17C Sensor Float* / internally weighted A (per float) Timed Dose (included as standard) 17D Sensor Float* / externally weighted A (per float) ® 10E Lockable latch - NEMA 4X 0 17G MilliAmpMaster-/ pipe clamp • (per float) 10F Lightning arrestor (pump breakers required, control and [__J 17H MilliAmpMaster°/ externally weighted • (per float) alarm power combined) 18A Timer override option with float (timed dose only) 19F Fourth float to separate alarm function from lag (demand dose only) • Mechanically-activated A Mercury-activated SAMPLE MODEL IFS 3 1 W 9 1 4 H 8AC l0E Model Type Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnects Switch Application Options: Display, Lockable Latch IFS 1 ,W MODEL IFS MODELTYPE 3 = DPLX TIMED DOSE (includes option 8AC standard) 4 =DPLXDEMANDDOSE I ALARM PACKAGE 1 =alarm package (includes test/normal/silence switch, fuse, red light & horn) CL ENCLOSURE RATING l W =NEMA4X STARTINGDEVICE 1 =120/2081240 VAC B 9 =120 VAC PUMP FULL LOAD AMPS - 71 0 = 0-7 FLA 1 = 7-15 FLA 2 =15-20 FLA PUMP DISCONNECTS e 0 =no pump disconnect 4 =circuit breaker(s) 120 VAC (must select starting device option 9) 120/2081240 VAC (must select starting device option 1) SWITCH APPLICATIONS H =floats (Timed dose= low level and alarm/ Demand dose= stop, start, and lag/alarm) X = no float timed dose demand Dose Note: Pump down applications only. OPTIONS Listed below IRA if additional features are required, call the factory fora quote on an Engineered Custom control panel CODE DESCRIPTION CODE DESCRIPTION Q 3A Alarm flasher Q 10K Anti-condensation heater 3B Manual reset alarm Q 11C NEMA 1 remote alarm panel Q 4A Redundant off (must select option 6A) (select option 4D if floats are required) Q 11D NEMA 4X remote alarm panel Q 4D Redundant off float - 20 ft. Sensor Fooat® (must select option 6A) 6A Auxiliary alarm contacts, form C Q 15A Control / Alarm circuit breaker 8AC Display board includes: ETM counters, events (cycles) Q 16A 10' cord in lieu of 20' (per float) 1 4a counter, alarm counter, override counter (timed dose only), Q 16B 15' cord in lieu of 20' (per float) and lead/lag selector switch. Display board also required Q 16C 30;cord in lieu of 20' (per-float) V'j C/ for changing a demand dose panel to timed dose panel. 16D 40' cord in lieu of 20' (per float) Demand Dose Q 17C Sensor Float- / internally weighted A (per float) Timed Dose (included as standard) Q 17D Sensor Float* / externally weighted ♦ (per float) ® 10E Lockable latch - NEMA 4X Q 17G MilliAmpMaster-/ pipe clamp • (per float) 10F Lightning arrestor (pump breakers required, control and Q 17H MilliAmpMaster-/ externally weighted • (per float) alarm power combined) 18A Timer override option with float (timed dose only) P9 19F Fourth float to separate alarm function from lag (demand dose only) • Mechanically-activated A Mercury-activated SAMPLE MODEL IFS 3 1 W 9 1 4 H 8AC 10E Model Type Alarm Package Enclosure Rating Starting Device Pump Full Load Amps Pump Disconnects Switch Application Options: Display, Lockable Latch Page 9 of 10 PERFORMANCE RATINGS (gallons per minute) COMPONENTS Order WE- WE- WE- WE- WE- WE- WE. WE- WE. Item No. Desriiption No. 03L 03M 05H 07H 10H 15H 05HH 15HH 20H 1 Impeller HP 1/5 '5 'h % 1 1'h 'fe 1!6 2 2 Casing RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 3 Mechanical Seal 5 86 - - - 4 Motor Shaft 5 Motor 10 70 63 78 94 - - 58 95 - 6 Ball Bearings 15 52 52 70 90 103 128 53 ,93 138 7 Power Cable 20 27 35 60 83 98 123 49 90 136 8 Casing O-Ring 25 5 15 48 76 94 117 45 87 133 *---1 v 3 30 - - 35 67 88 110 40 83 130 c 35 - - 22 57 82 103 35 80 126 7 40 - - - 45 74 95 30 77 121 45 - - - 35 64 86 25 74 116 A ' s m 50 - - - 25 53 77 - 70 110 2 55 - - - - 40 67 - 66 103 5 i , 6 1102 60 - - - - 30 56 - 63 96 x 4 65 - - - - 20 45 - 58 89 8 3 70 - - - - - 35 - 55 81 75 - - 25 - 51 74 1 ~ 80 - - - - - - - 47 66 2 90 - - - - - - - 37 49 100 - - - - - - - 28 30 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) 11h" ROT T ON 16" 2" N P T 8'k" a 3A„ KICK-BACK xylem Xylem, Inc. Let's Solve Water 2881 East Bayard Street Ext., Suite A Seneca Falls, NY 13148 Phone: (866) 325-4210 Fax: (888) 322-5877 www.xyleminc.com/brands/gouldswatertechnology Goulds is a registered trademark of Goulds Pumps, Inc. and is used under license. 0 2012 Xylem Inc. 83885 R1 April 2012 Wastewater MODELS Order Impeller Maximum Locked Rotor KVA Full Load Resistance Power Weight Number HP Phase Volts RPM Diameter (in.) Amps Amps Code Efficiency % Start Line-Line Cable Size Ibs. WE0311 L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L 0.33 230 1750 5.38 4.9 14.1 L 53 14.5 8.0 16/3 56 WE0311 M 115 10.7 30.0 M 54 11.9 1.7 WE0318M 1 208 6.8 19.5 K 51 9.1 4.2 WE0312M 230 4.9 14.1 L 53 14.5 8.0 WE0511 H 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518H 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512H 230 7.3 34.5 M 53 9.6 4.0 WE0538H 200 3.56 4.9 22.6 R 68 NA 3.8 WE0532H 3 230 3.3 18.8 R 70 NA 5.8 14/4 60 WE0534H 460 1.7 9.4 R 70 NA 23.2 WE0537H 0.5 575 1.4 7.5 R 62 NA 35.3 WE0511 HH 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518HH 1 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 WE0538HH 200 3.88 4.9 22.6 R 68 NA 3.8 WE0532HH 230 3.6 18.8 R 70 NA 5.8 WE0534HH 3 460 1.8 9.4 R 70 NA 23.2 14/4 60 WE0537HH 575 1.5 7.5 R 62 NA 35.3 WE0718H 1 208 11.0 31.0 K 68 9.7 2.4 14/3 70 WE0712H 230 10.0 27.5 J 65 12.2 2.7 WE0738H 0.75 200 4.06 6.2 20.6 L 64 NA 5.7 WE0732H 230 5.4 15.7 K 68 NA 8.6 WE0734H 3 460 2.7 7.9 K 68 NA 34.2 14/4 70 WE0737H 575 2.2 9.9 L 78 NA 26.5 WE1018H 1 208 14.0 59.0 K 68 9.3 1.1 14/3 70 WE1012H 230 3450 12.5 36.2 J 69 10.3 2.1 WE1038H 1 200 4.44 8.1 37.6 M 77 NA 2.7 WE1032H 3 230 7.0 24.1 L 79 NA 4.1 14/4 70 WE1034H 460 3.5 12.1 L 79 NA 16.2 WE1037H 575 2.8 9.9 L 78 NA 26.5 WE1518H 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512H 230 15.7 50.0 H 68 11.3 1.6 WE1538H 200 4.56 10.6 40.6 K 79 NA 1.9 WE1532H 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534H. 460 4.6 15.9 K 78 NA- 11.4 WE1537H 575 3.7 13.1 K 75 NA 16.9 WE1518HH 1'S 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512HH 230 15.7 50.0 H 68 11.3 1.6 WE1538HH 200 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534HH 460 4.6 15.9 K 78 NA 11.4 WE1537HH 575 3.7 13.1 K 75 NA 16.9 WE2012H 1 230 18.0 49.6 F 78 3.2 1.2 14/3 83 WE2038H 200 12.0 42.4 K 78 NA 1.7 WE2032H 2 3 230 5.38 11.6 42.4 K 78 NA 1.7 14/4 83 WE2034H 460 5.8 21.2 K 78 NA 6.6 WE2037H 575 4.7 16.3 L 78 NA 10.5 I PAGE 3 ogy Wastewater MODELS Order Impeller Maximum Locked Rotor KVA Full Load Resistance Power Weight Number HP Phase Volts RPM Diameter (in.) A. p. Amps Code Efficiency % Start Line-Line Cable Size lbs. WE031 1 L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L 0.33 230 1750 5.38 4'9 14.1 L 53 14.5 8.0 16/3 56 WE0311 M 115 10.7 30.0 M 54 11.9 1.7 WE0318M 1 208 6.8 19.5 K 51 9.1 4.2 WE0312M 230 4.9 14.1 L 53 14.5 8.0 WE0511 H 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518H 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512H 230 7.3 34.5 M 53 9.6 4.0 WE0538H 200 3.56 4.9 22.6 R 68 NA 3.8 WE0532H 3 230 3.3 18.8 R 70 NA 5.8 14/4 60 WE0534H 460 1.7 9.4 R 70 NA 23.2 WE0537H 575 1.4 7.5 R 62 NA 35.3 WE051 1 HH 0'S 115 14.5 46.0 M 54 7.5 1.0 14/3 60 WE0518HH 1 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 WE0538HH 200 3.88 4.9 22.6 R 68 NA 3.8 WE0532HH 230 3.6 18.8 R 70 NA 5.8 14/4 60 WE0534HH 3 460 1.8 9.4 R 70 NA 23.2 WE0537HH 575 1.5 7.5 R 62 NA 35.3 WE0718H 1 208 11.0 31.0 K 68 9.7 2.4 14/3 70 WE0712H 230 10.0 27.5 J 65 12.2 2.7 WE0738H 200 6.2 20.6 L 64 NA 5.7 WE0732H 0'75 230 4.06 5.4 15.7 K 68 NA 8.6 14/4 70 WE0734H 3 460 2.7 7.9 K 68 NA 34.2 WE0737H 575 2.2 9.9 L 78 NA 26.5 WE1018H 1 208 14.0 59.0 K 68 9.3 1.1 14/3 70 WE1012H 230 3450 12.5 36.2 J 69 10.3 2.1 WE1038H 200 8.1 37.6 M 77 NA 2.7 WE1032H 1 3 230 4.44 7.0 24.1 L 79 NA 4.1 14/4 70 WE1034H 460 3.5 121 L 79 NA 16.2 WE1037H 575 2.8 9.9 L 78 NA 26.5 WE1518H 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512H 230 15.7 50.0 H 68 11.3 1.6 WE1538H 200 4.56 10.6 40.6 K 79 NA 1.9 WE1532H 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534H 460 4.6 15.9 K 78 NA 11.4 WE1537H 575 3.7 13.1 K 75 NA 16.9 WE1518HH 15 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512HH 230 15.7 50.0 H 68 11.3 1.6 WE1538HH 200 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534HH 460 4.6 15.9 K 78 NA 11.4 WE1537HH 575 3.7 13.1 K 75 NA 16.9 WE2012H 1 230 18.0 49.6 F 78 3.2 1.2 14/3 83 WE2038H 200 12.0 42.4 K 78 NA 1.7 WE2032H 2 3 230 5.38 11.6 42.4 K 78 NA 1.7 14/4 83 WE2034H 460 5.8 21.2 K 78 NA 6.6 WE2037H 575 4.7 16.3 L 78 NA 10.5 PAGE 3 I Page 10- 1 of 3 Private Onsite Wastewater Treatment System Mound Management Plan Pursuant to SPS 383.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) Shall Include information and procedures for maintaining the system within the parameters of SPS 383 and 384, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for the system will be filed with the county zoning or health department. This management plan complies with SPS 383.54, Wis Adm. Code, the Mound Component Manual for Private Onsite Wastewater Treatment Systems (Version 2.0) SBD-10691-P (N.01/01R. 10/12), Pressure Distribution Component Manual (Version 2.0) SBD-10706-P (N 01-01R. 10/12) and the EZ Flow Mound Component Manual Version August 20k", 2007 Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms Design Flow GPD 858 Average weekly w/flow equalization Soil Abso Lion Com onent Sizes . fl. 1320 Septic Tank Capacity Gal. 4200 Pump Chamber Capacity Gal. 5044.92 Type of Wastewater Commercial Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow-Peak (GPD) 2001 1290 Max. Influent Particle size NA 1/8 Inch Maximum BOD 5 (m g/1) NA < 220 Maximum TSS (mg/1) NA 150 Maximum FOG NA < 30 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once eve three ears Outlet Filter Should inspect at the time of tank servicing. Pump Chamber Inspect at eve septic tank servicing. If equipped w/ pressure filter inspect same as septic filter Soil absorption Component Flush laterals eve 18 months. i Page 10- 3 of 3 Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a commercial facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every 3 years. Lateral turn ups are provided at the ends of the laterals for the purpose of flushing the lines of any solids. Flushing these lines should be done every 18 months. The inspection shall include recording levels of ponding, if any, in the observation pipes, and visual inspection for any evidence of surface discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, clogging of the soil. Planting of deep rooted trees and shrubs directly over or within 10 feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency PI In the case of septic or dose tank component damage, measures shall be taken to repair or replace the tanks to there original operating condition. Upon failure of the distribution cell component, the system shall be inspected to determine the cause of failure. Steps taken to repair or replace the mound may involve the removal of a bio-mat, which would require cleaning or replacement of the distribution network as well as replacing the EZ-flow Media and clogged portions of the sand fill. Note: It is important to monitor the dispersal cells regularly to prevent complete failure. Component Owners Contact List Countryside Plumbing & Plumber MP# 664713 (715) 246-2660 Heating St. Croix County Zoning 715 386-4680 Wieser Concrete Products Maiden Rock WI 800 336-3416 Septic Pumper Powers Sanitation 715-246-5738 Page 10- 2 of 3 Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under sec. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage-Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed by inspection per Table 3 of the maintenance schedule. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Pump Chamber The pump chamber also requires monitoring and should be inspected when the septic tank receives inspection or the time of problem, complaint or failure. Inspection should include checking the dose rate, volume and frequency. Note this sanitary design utilizes time dosing to the dispersal cells and should be monitored to insure proper dose rates along with ETM, event, alarm, and timer override counters. Warning: The dose chamber may fill due to flow continuing during pump malfunction or power outages. One large dose when the power comes on or when the pump is repaired may cause the dispersal system to have problems. In this situation, the pump chamber should be pumped by a licensed pumper before pump cycling begins or other measures shall be used to dose the component with only the proper amount of influent. This may include manual operation of the pump controls until such time the pump chamber has reached its normal level. Septic tank and pump chamber risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry to the tank Warning: No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment or holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be accordance with SPS 383.33, Wis Adm. Code when the tank is no longer used as a POWTS component. Page 10- 3 of 3 Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a commercial facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every 3 years. Lateral turn ups are provided at the ends of the laterals for the purpose of flushing the lines of any solids. Flushing these lines should be done every 18 months. The inspection shall include recording levels of ponding, if any, in the observation pipes, and visual inspection for any evidence of surface discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, clogging of the soil. Planting of deep rooted trees and shrubs directly over or within 10 feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency Plan In the case of septic or dose tank component damage, measures shall be taken to repair or replace the tanks to there original operating condition. Upon failure of the distribution cell component, the system shall be inspected to determine the cause of failure. Steps taken to repair or replace the mound may involve the removal of a bio-mat, which would require cleaning or replacement of the distribution network as well as replacing the EZ-flow Media and clogged portions of the sand fill. Note: It is important to monitor the dispersal cells regularly to prevent complete failure. Component Owners Contact List Countryside Plumbing & Plumber MP# 664713 (715) 246-2660 Heating St. Croix County Zoning (715) 386-4680 Wieser Concrete Products Maiden Rock WI (800) 336-3416 Septic Pumper Powers Sanitation 715-246-5738 f Oil Q Wisconsin Depa nal Services 1-7 Divisiqn of Indust SOIL EVALUATION REPO 0 # Page 1 of 4 in accordance with SPS 385, Wis. Adm. Code Keith E. Stoner UN"1Y County Attach cad par ess, than 8%x 11 inches in size. Plan must St. Croix inch~fj~ an orizontal reference point (BM), direction and per&MlMe, scale or dimensions, north arrow, and location and distance to nearest road. Parcel 1 006-1 00 Please print all information. R By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Emerson Properties LLC Govt. Lot SW1/4, 1J , S29, T31N, R16W Property Owner's Mailing Address Lot # Block # Subd. Name fir CSM# 2010 Highway 64 1 Csm# 25-6773 City State Zip Code Phone Number ❑ City 11 Village ® Town Nearest Road .New Richmond WI 54017 715-220-1187 Cylon State Hwy 46 ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate 2001 GPD ❑ Replacement ® Public or commercial - Describe: Banquet Hall w/Bar no Kitchen Parent material Loamy drift over sandy gravelly oulwash Flood plain elevation, if applicable Na ft. General comments Propose two 95x125' at-grade mound cells using the surface contours/system elevations of 92.90' and 91.60'. System options and recommendations.: available. Soils reviewed and recommendations made by Ed Taylor DSPS Wastewater Specialist F1-1 Boring # ❑ Boring ❑ Pit Ground surface elev. 93.00 ft. Depth to limiting factor >96 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10YR3/3 I 2msbk mvfr Cs 3f-m 0.6 0.8 2 9-14 10YR4/3 I 2msbk mvfr gs 3f-m 0.6 0.8 3 14-24 10YR4/4 Cl 2msbk mvfr gs 2f-m 0.4 0.6 4 24-36 7.5YR3/4 s Osg mt gs if-m 0.7 1.6 5 36-96 7.5YR5/4+4/4 sr s-ft Osg ml if-m 0.5 1.0 #5 w/frequent bands of Ifs 7.5YR3/41 1/2" thick ❑ Boring 2 ]Boring# ❑ Pit Ground surface elev. 90.70 ft. Depth to limiting factor >88 in. - Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10YR3/3 sl 2msbk mvfr Cs 3f-m 0.6 1.0 2 9-19 10YR4/3 sl 2msbk mvfr 9s 3f-m 0.6 1.0 3 19-30 7.5YR4/4 Ifs Osg ml gs 2f-m 0.5 1.0 4 30-62 7.5YR5/4 sr s-fs Osg ml gs if-m 0.5 1.0 5 62-88 5YR5/4 si m mvfr if-m 0.0 0.0 #5 w/frequent bands of Ifs 7.5YR3/4 2 inches to 5 inches thick Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L cent #2 = BODS <.30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Keith E. Stoner 224059 Address Keith E. Stoner Date Evaluation Conducted Telephone Number 23220 Wood Creek rd. Siren, W154872 11/11/2015 715-653-2324 SM-8330 (8.07/13) I Property Owner Emerson Properties LLC Parcel ID # 006-1084-80-100 Page 2 of 4 Boring ❑ Boring # ❑ Pit Ground surface elev. 93.85 ft. Depth to limiting factor >89 in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 1 0-10 10YR3/3 I 2msbk mvfr Cs 3f-m 0.6 0.8 2 10-16 10YR4/3 sil 2msbk mvfr gs 3f-m 0.6 0.8 3 16-36 10YR4/4 d 2msbk mvfr gs 2f-m 0.4 0.6 4 36-50 7.5YR3/4 s OS9 ml gs if-m 0.7 1.6 5 50-70 7.5YR5/4 sr s-fs Osg ml gs if-m 0.5 1.0 6 70-75 5YR4/4 vfs Osg ml gs 0.4 0.6 7 75-89 7.5YR5/4 sr fs Osg ml 0.5 1.0 ❑ Boring F4 Boring # ❑ Pit Ground surface elev. 90.00 ft. Depth to limiting factor 45 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-11 10YR3/3 S! 2msbk mvfr Cs 3f-m 0.6 1.0 2 11-21 10YR4/3 Sf 2msbk mvfr gs 3f-m 0.6 1.0 3 21-34 10YR4/4 sd 2msbk mvfr gs 2f-m 0.4 0.6 4 34-45 7.5YR4/4+ 5/4 sr s-fs OSg ml gs if-m 0.5 1.0 5 45-73 7.5YR4/4 f2d 5YR5/8 sr s-fs Osg ml gs if-m 0.5 1.0 6 73-83 5YR5/4 sil m mvfr gs 0.4 0.6 7 83-90 7.5YR5/4 Sr S Osg ml 0.7 1.6 FI❑ Boring Boring # pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EM 15 -7 6 'Effluent #1 = BOD5> 30 < 220 mg/- and TSS >30 <150 mgA. ; Effluent #2 = BO 5 < 30 mg/L and TSS ,i_30 mg/L Page 3 of 4 Banquet Hall sizing based off of Public Wastewater Flow Table 4 i 276 patrons x 3 gallons per patron (Dining Hall Bathroom Waste only) = 828 gallons Dance Floor (600 sq. ft. / 10 sq. ft. per person) 60 x 2 gallons =120 gallons Bar w/no meals x 4 gallons per patron x 39 = 156 4 floor drains x 25 gallons = 100 gallons 10 employees x 13 gallons = 130 gallons Total estimated flow of 1334 gallons x 1.5 design factor equals a 2001 gallon per day design wastewater flow. Flow Equalization - Balance Table For Emerson Banquet Hall Utilizing Design (Peak) Flow Gallons per Da Gallons per Da Gallons per Da Weekday DWF IN DWF Out Residual Friday 2001 858 1143 Saturday 2001 858 2286 Sunda 2001 858 3429 Monday 0 858 2571 Tuesday 0 858 1713 Wednesday 0 858 855 Thursday 0 855 0 Totals 6003 6003 0.00 1.5 x forward flow equals design flow for the dispersal area. 858 gallons x 1.5 equals a dispersal design flow of 1287 gallons per day. Design flow rounded to 1290 gallons per day. Grease Interceptor Sizing for Dining Hall. C= M x G x H 276 x 3 x 6 = 4968 = 821 Gallons or the minimum of 1000 gallons. 2xP 6x1 6 M = Meals served H= Hours G = Gallons P = Meal Periods 0 vs " ~ r m = U e c 0 7y O h _ 10 `o o a ?n¢V o a ~ C o ~b 'rL' o 5 A 5 41 M II m a a ~ °p o I V o a'bb I L I I = i r% a ' a 0 C ~ ~ ti • e - 90 ~ N lA IV O a ti x~'~ t b7 b9bdbe'Jl=1 ° - 0 Aa.°5'bo~a ~ W N r•.. ~ a,~ a ~ a ~ a ~ ~ i y (D ~ N ~ MIM C 00 -l pp co' `y $ y = ti 0f1100d ~b° "a3Nmm ~ \ 170 ~ bn ~Fj p.O a. 02~~ ?Sq ~ `1 ` J bn ~CAn.e bSO``~ry' ~ ~ ~ ~N a~ ~ ~ ~ coo r A DO O h Keith Stoner From: Ryan Yarrington [Ryan.Yarrington@co.saint-croix.wi.us] Sent: Friday, January 29, 2016 2:45 PM To: 'Keith Stoner Cc: 'Swim, Jerry M - DSPS' (Jerry.Swim@Wisconsin.gov) Subject: RE: Emerson Barn Banquet Hall Hi Keith, I agree that this could fall out of the "At-Risk" category if there is no kitchen/dishwasher/food prep. I will require a copy of the building plans and State Commercial Plumbing Approval Letter prior to approval of the sanitary permit. The original plans we approved this under (Zoning Permit) indicated no water/plumbing inside the building only satellite toilets. Thanks Ryan Yarrington St. Croix County Land Use Specialist 715-386-4680 From: Keith Stoner fmailto:adventurers@centurytel.net] Sent: Thursday, January 28, 2016 12:37 PM To: Ryan Yarrington <Rvan.Yarring_ton@co.saint-croix.wi.us> Subject: Emerson Barn Banquet Hall Good afternoon Ryan, I spoke with Jerry Swim this morning regarding the banquet hall sizing and limited use requirements. We both agreed that it would not fall under the At-Risk Wastewater Strength category as there will be no kitchen, food preparation or dishwasher within the structure. Jerry and I thought that we should have input from St. Croix County as well. If you could just respond to this e:mail with a short statement of concurrence I will print and attach this to my plan approval. Thank you for your time, Keith Keith E. Stoner Soil Testing & Sanitary Design 715-566-0900 adventurers@centurytel.net DIVISION OF INDUSTRY SERVICES ~LrAriryFN 2331 SAN LUIS PL STE 150 r 0~5~ j os GREEN BAY Wl 54304 9M Contact Through Relay s P K http://dsps.vA.gov/programs/industry-services www.wisconsin.gov ~o~ssu~ Scott Walker, Governor Dave Ross, Secretary June 02, 2015 CUST ID No. 46077 A7TN.• Buildings & Structures Inspector TIMOTHY J AUTH MUNICIPAL CLERK AUTH CONSULTING & ASSOCIATES INC TOWN OF CYLON 406 TECHNOLOGY DR E 2401 COUNTY ROAD H MENOMONIE WI 54751 DEER PARK WI 54007 APPROVAL OF PETITION FOR VARIANCE Identification Numbers Transaction ID No. 2531056 SITE: Site ID No. 805218 Janine Emerson Barn Please refer to both identification numbers, 1905 Hwy 46 above, in all correspondence with the agency. Town of Cylon St Croix County FOR: Petition for Variance IEBC 912.2.1 IBC 903.2.1.2 The submittal described above has been reviewed for equivalency to applicable Wisconsin Administrative Codes and compliance with Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in section 101.01(l0), Wisconsin Statutes, is responsible for compliance with all conditions of this petition approval and other applicable code requirements. Plan submittal to and approval by the department or its agent may be necessary prior to construction undertaken per this petition. This petition approval may be affected if applicable codes are revised prior to plan submittal for any necessary construction work. The code section petitioned requires the following: IEBC 912.2.1 Fire sprinkler system - Where a change in occupancy classification occurs that requires an automatic fire sprinkler system to be provided based on the new occupancy in accordance with Chapter 9 of the International Building Code, such system shall be provided throughout the area where the change of occupancy occurs. IBC 903.2.1.2 - Group A-2, Assembly uses intended for food and/or drink consumption including, but not limited to: Banquet halls, Restaurants, Taverns and bars shall be provided with an automatic sprinkler system where one of the following conditions exists: 1. The fire area exceeds 5,000 square feet. 2. The fire area has an occupant load of 100 or more; 3. The fire area is located on a floor other than a level of exit discharge serving such occupancies. The variance requested is to allow the existing A-3 occupancy building exceeding 100 occupants to be changed to an A-2 occupancy without requiring an automatic fire sprinkler system to be provided. The intent of the code section petitioned is Group A occupancies are characterized by a significant number of people who are not familiar with their surroundings. The requirement for a suppression system reflects the additional time needed for egress. Occupancies in Group A-2 involve life safety factors such as a high occupant density, flexible fuel loading, movable furnishings and limited lighting; therefore, they must be protected with an automatic sprinkler system under any of the listed conditions. In the case of an assembly use, the purpose of the automatic sprinkler system is to provide life safety from fire as well as preserving property. By requiring fire suppression in areas through which the occupants may egress, including the level of exit discharge serving such occupancies, the possibility of unobserved fire development affecting occupant egress is minimized. The 5,000-square-foot threshold TIMOTHY J AUTH Page 2 6/1/2015 for the automatic sprinkler system reflects the higher degree of life safety hazard associated with Group A-2 occupancies. As indicated earlier, Group A-2 occupancies could have low lighting levels. They could also have loud music, late hours of operation, dense seating with ill-defined aisles and alcoholic beverage service. These factors in combination could delay fire recognition, confuse occupant response and increase egress time. Although the calculated occupant load for a 5,000 square-foot space at 15 square feet per occupant would be over 100, the occupant load threshold in condition 2 is meant to reflect the concern for safety in these higher density occupancies. Although the major reason for establishing the occupant threshold at 100 was due to several recent nightclub incidents, the requirement is not limited to nightclubs or banquet facilities but to all Group A-2 occupancies. Any restaurant with an occupant load greater.than 100 would require sprinkler protection as well. This includes fast food facilities with no low lighting or alcohol sales. The petitioner submitted the SB-9890 application form including fifteen additional page(s) of supporting documents and/or plans. Reviewer's Comments: 1. Fire Chief Jeffrey G. Croes of the Deer Park Area Fire Department recommends approval based on the following conditions: The Deer Park Area Fire Department's Position Statement for the Janine Emerson Barn 1905 Hwy 46 New Richmond WI in the town of Cylon in St. Croix County. Facility #743748 Understanding the request for this Variance for a public gathering venue without a suppression system, The Deer Park Area Fire Department (DPFD) has certain conditions that will need to be fulfilled As stated in the State of Wisconsin's requirements we also require that the sliding doors be open during normal operation and be locked into the open position during anytime that the building is being used Smoke detectors/alarm system will need to be in place based on NFPA standards for this type of building structure and its intended use. Since no suppression system will be in place the DPFD requires some special requirements as follows: -A non pressurized, open sprinkler head system with a Fire Department Connection (FDC) will need to be put in place, with the FDC point on the south west corner of the building. Emergency/Fire lanes will need to be in place 35 feet in both directions of the building from the FDC and 25 feet from the connection into the parking lot at minimum. -The use of open flames will not be permitted Items such as Candles, torches, space heaters, Chafer fuels for catering chafers, or any other open flame heating source will not be allowed `Catering chafers will need to be heated electrically. -Since no use offlame heat will be allowed the use of Electronic heat will be prominent. That being said the use of extension cords, outlet extenders/multipliers, power strips will not be allowed. Permanent outlets for direct connection will need to be in place for catering, DJ equipment, video display and any other intended use. -Since no Automatic suppression system will be in place and with the FDC open sprinkler system inactive until the fire department arrives on scene to hook up to it an excess of extinguishers will need to be in place. It is required that a minimum of 4 extinguishers on the outside walls, with one on each wall by each sliding door. Also with the two rows of support posts in the center of the building and with 5 posts in each row it is required that 4 extinguishers be places on the posts, two on each row. One on the second and one on the forth post of each row, as to be evenly placed throughout the building. For a grand total of 8 extinguishers places in emergency boxes with glass needed to be broken for use to keep from tampering with the extinguishers during events. -Lastly it is required that two mamvay doors, clearly marked with lighted exit lights, be placed with one on each end of the building, east and west. They do not need to be on the east and west walls but on the east and west ends of the buildings. i 1 TIMOTHY J AUTH Page 3 6/2/2015 If the state would like anymore requirements to be added the DPFD will gladly follow and amend our statement if necessary. It is our understanding that this is a temporary situation to get the building operational as improvements will be made in years to come in which fire codes will need to be met to obtain a certain classification of budding. At that time this statement will become void and NFPA standards will need to be met in full.." 2. The owner has made the following statement regarding use of this facility: "The proposed building and its intended use is one that will be used on a limited schedule. It will be occupied with more than 100 people only on Friday and Saturday nights in, the months of May through . .s October. The building will not have insulation thus not be heated for use in coder months. The owners are willing to exceed all other fire code requirements for an A-2 building including a standpipe system. In addition, there will be no food preparation permitted, as well as no open flame, and no space heaters. 3. This is an existing VB type construction building being converted from A-3 to A-2 occupancy with an occupant load of 276. The square footage of the building is 4,128. There is additional loft space of 1,728 square feet with no access or floor, therefore it does not add to floor space or fire area. The means of egress from the building is approximately 60 feet from two sliding doors at the east and west ends of the building. These doors are required to be locked in the open position during occupancy. Departmental Action: CONDITIONAL APPROVAL Reviewer's Conditions of Approval: • All of the petitioner's statements of fact or intent included on the variance application form, any other documents submitted to the Department, as well as any other conditions of approval listed below, shall be carried out. Any recommended conditions of approval by the fire department and/or municipal building inspection department listed above shall also be carved out unless otherwise stated below. This variance is specific to the subject code section(s) petitioned and the. building or object as it will exist following completion of the current construction project and shall not be used for any additional or future modifications, additions, or alterations to the subject building or object. • All the conditions set forth by the fire chief and owner shall be adhered to in their entirety. • The manual dry fire sprinkler system proposed by the fire chief shall adhere to the following installation and testing requirements: o A building protected with a manual-dry sprinkler system shall be considered unsprinklered under all other code provisions. o Each manual-dry sprinkler system shall be provided with a dire department connection. The fire department connection shall be installed in an accessible location acceptable to the fire chief. o All above ground piping of the manual-dry sprinkler system shall be labeled as a "manual-dry sprinkler system." Labels shall be placed at the fire department connection; at all valves and hose outlets; and on the piping at intervals of not more than 25 feet and at each side where the piping passes through a wall, floor or roof. o The manual-dry sprinkler system design and installation shall comply with the automatic fire sprinkler system requirements of NFPA 13 except that the system comprised of the fire department connection and fire department apparatus is considered as the approved water supply for the system. o A manual-dry sprinkler system shall be supplied with water through the fire department connection using fire department apparatus. The fire department connection shall be remotely located a minimum of 30 feet from the building. If provided in an area of with a potential for damage, bollards shall be provided to protect the fire department connection. Location of the fire department connection shall be approved by the fire chief. TIMOTHY J AUTH Page 3 6/2/2015 If the state would like any more requirements to be added the DPFD will gladly follow and amend our statement if necessary. It is our understanding that this is a temporary situation to get the building operational as improvements will be made in years to come in which fire codes will need to be met to obtain a certain classification of building. At that time this statement will become void and NFPA standards will need to be met in full. " 2. The owner has made the following statement regarding use of this facility: "The proposed building and its intended use is one that will be used on a limited schedule. It will be occupied with more than 100 people.only on Friday and Saturday nights in, the months of May through { October. The building will not have insulation thus not be heated for use in colder months. The owners are willing to exceed all other fire code requirements for an A-2 building including a standpipe system. In y addition, there will be no food preparation permitted, as well as no open flame, and no space heaters. " 3. This is an existing VB type construction building being converted from A-3 to A-2 occupancy with an occupant load of 276. The square footage of the building is 4,128. There is additional loft space of 1,728 square feet with no access or floor, therefore it does not add to floor space or fire area. The means of egress from the building is approximately 60 feet from two sliding doors at the east and west ends of the building. These doors are required to be locked in the open position during occupancy. Departmental Action: CONDITIONAL APPROVAL Reviewer's Conditions of Approval: • All of the petitioner's statements of fact or intent included on the variance application form, any other documents submitted to the Department, as well as any other conditions of approval listed below, shall be carried out. Any recommended conditions of approval by the fire department and/or municipal building inspection department listed above shall also be carried out unless otherwise stated below. This variance is specific to the subject code section(s) petitioned and the building or object as it will exist following completion of the current construction project and shall not be used for any additional or future modifications, additions, or alterations to the subject building or object. • All the conditions set forth by the fire chief and owner shall be adhered to in their.entirety. • The manual dry fire sprinkler system proposed by the fire chief shall adhere to the following installation and testing requirements: o A building protected with a manual-dry sprinkler system shall be considered unsprinklered under all other code provisions. o Each manual-dry sprinkler system shall be provided with a fire department connection. The fire department connection shall be installed in an accessible location acceptable to the fire chief. .0 All above ground piping of the manual-dry sprinkler system shall be labeled as a "manual-dry sprinkler system" Labels shall be placed at the fire department connection; at all valves and hose outlets; and on the piping at intervals of not more than 25 feet and at each side where the piping passes through a wall, floor or roof. o The manual-dry sprinkler system design and installation shall comply with the automatic fire sprinkler system requirements of NFPA 13 except that the system comprised of the fire department connection and fire department apparatus is considered as the approved water supply for the system o A manual-dry sprinkler system shall be supplied with water through the fire department connection using fire department apparatus. The fire department connection shall be remotely'located a minimum of 30 feet from the building. If provided in an area of with a potential for damage, bollards shall be provided to protect the fire department connection. Location of the fire department connection shall be approved by the fire chief. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Emerson Properties LLC Mailing Address 2010 Highway 64 New Richmond WI 54017 Property Address 1905 State Hwy 46 (Verification required from Planning & Zoning Department for new construction.) City/State New Richmond WI Parcel Identification Number 006-1084-80-100 LEGAL DESCRIPTION Property Location SW 1/4, SW '/4 , Sec. 29 , T 31 N R 16 W, Town of Cylon Subdivision Plat: ,Lot # 1 Certified Survey Map # 936901 , Volume 25 , Page # 5773 Warranty Deed # 921832 (before 2007)Volume , Page # Spec house Dyes Ono Lot lines identifiable [3yes❑no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Safety And Professional Services and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Na Commercial Number of bedrooms J 2/10/2016 Jonathan M. Emerson IAJI~ / SIGNATURE OF AP C T(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 04/12) n U i~- J l F ) k C~l a E4 FFF a i i i R T= t j I I III 1. I I ' E3 ~a I t 6 4 a.~ } RAIN FLOOR LAW s YALE: 1/4' - V E2 SAND CREEK MOM YM aim smE, mo~v W.M M" ft tlM me sRNnc~cr~rgsEUt PoStBLBeam "am BEH 1 Wm i mwuost wa e o SH r p: 5 RAW 9M. V EAt w15W " WR NEbW yam'. CD o d N _~ti gUq~1Q~ ~ dti a C o 3 O ~Q" ~L r h ? ~ ~ 'mil CO ~ ~ V `7 ~ $yo ~ ~ ~ ad:~ oa``o U ul ~ b ~d~o~ 4 ~tJ.Ud.. o~ m.a 1 ~ 'Q 61 h C p N b O y Cr N t~ {O~) N O xy \ to -I U 3 Y a h +o D il_I C\~nJ ' v 'Qi b lr 1. O b ~3 bD 0. ;Irl ~ "w q' o N ~ C 9' a o d o ~ ~ a o ~ "i Q nl o eti$yo o5n om~ 0.v ppoo u a ~i •L" v., N tom, CC.v,^~ o°, P ~ u ~ obi u Q• V ~ Q C q II V V ~ N h O a, :t o` ~ ~ b ~a 3 d o ro N - fi ~ ~ ~ q ~ ttj 'tl y D 0.' fi ~ W v 'C C3 v U a x A n, A 1OV o C o ~i pa 0 N O O C ~s d _ a II a a w w Ott z `o~ A ca O / 3 ~ Q A k jq i 1 ~ `yr f c a o a i i ".e`~m+:'"`.a'..eve..-ti....,,,...,,......~...,..... 1 F FINDINGS, CONCLUSIONS, AND DECISION OF THE ZONING BOARD OF ADJUSTMENT ST. CROIX COUNTY, WISCONSIN File: SE88291 Applicant: Cricket Enterprises Agent: Crystal Willaimson Location: Section 29, T29N, R16W, Town of Cylon Hearing Notice Publication: August 10 and 17, 2015 Hearing Date: August 27, 2015 FINDINGS OF FACT AND CONCLUSIONS OF LAW Having heard all the testimony, considered the entire record herein, and reviewed the site the Board of Adjustment makes the following Findings of Fact and Conclusions of Law for the special exception; 1. The property owned by Cricket Enterprises LLC. The agent is Crystal Williamson. 2. The site is located at 1901 Highway 46, New Richmond WI 54017. Also described as the SW 1/a of the SW 1/4, section 29, T3 1N, RI 6W, in the Town of Cylon. 3. The agent submitted a Conditional Use request for an indoor recreation facility, banquet and event center, pursuant to section 17.18 (9) n of the St. Croix County Land Use Ordinance. 4. There will 78 regular parking spaces plus 4 handicapped for a total of 82. This is in compliance with the off-street parking requirements Section 17.57 (9) of the St. Croix County Zoning Ordinance. 5. The State of Wisconsin Division of Industry Services plan approval requires access and parking for emergency vehicles, a compliant standpipe for the fire department to connect onto, "No Parking" signs and a designated smoking area at least 15 feet from the building. 6. The Town of Cylon has recommended approval of the Conditional Use Permit. (Exhibit 3) 7. The DNR will require stormwater permits if there is more than one acre of site disturbance. 8. The Wisconsin DOT is currently reviewing the proposed access; requirements will be forthcoming. 9. The required stormwater and erosion control plan will be implemented. 10. Satellite toilets will be provided for all events. 11. Landscaping will consist of 25 trees around the building, 10 trees along the east side of the parking lot and a grass area on the east side of the building and parking area. 12. Utilities shall be underground. 13. Lighting shall face downward. 14. The required paving will be completed by August 2017; to comply with a conditional use permit maximum timeframe of two years with extensions. DECISION On the basis of the above Findings of Fact, Conclusions of Law, and the record herein, the Board of Adjustment approves the special exception request, with the following conditions: 1. This Conditional Use Permit allows the agent to construct an indoor recreation facility, banquet and event center. 2. There shall be 78 regular parking spaces and 4 handicapped spaces for a total of 82 parking spaces. 3. A 24 foot wide driveway from State Highway 46 up to the Fire Department standpipe shall be paved for Fire Department access. This paved driveway area shall be painted traffic yellow and shall have "No Parking" signs posted. 4. The fire department stand pipe shall be installed at least 30 feet from the building. 5. A designated smoking area shall be provided that is a minimum of 15 feet from the building. 6. The applicant shall obtain all required DNR permits if the site disturbance exceeds one acre. 2 7. The applicant shall comply with the Wisconsin DOT required access improvements. 8. All stormwater and erosion control plans shall be installed as submitted. 9. An adequate number of satellite toilets shall be provided and serviced for the events. 10. The proposed landscaping with 25 trees around the building and 10 trees along the east side of the parking area shall be planted. The grassed area shall be sufficient in size to meet the requirement that 15% of the lot area contain landscaping. The trees and grassed area shall be planted by June 1St, 2016. A buffer of six foot high trees at time of planting that will reach 80% opacity at maturity shall be planted by the applicant if a neighboring landowner to the north or east makes the request. 11. Utilities shall be underground. 12. Lighting shall be directed downward. 13. The applicant shall complete the paving of all walks, driveways, parking lots and loading areas by August 2017. 14. The agent shall be responsible for securing any necessary local, State, or Federal permit requirements, licenses and approvals. 15. These conditions may be amended or additional conditions may be added if unanticipated circumstances arise that would affect the health and/or safety of citizens or degrade the natural resources of St. Croix County. Conditions will not be amended or added without notice to the applicant and an opportunity for a public hearing. 16. Any new owners of the property must adhere to the standards and conditions of the approved Conditional Use Permit. Any change or addition to use of the property, buildings; or modification of or addition to the property, building, or facilities; or changes to the current project details shall require review by the Zoning Administrator to determine if the use may be allowed. The permit applies to the property rather than to the individual, is valid for the specific premises, and is not transferrable to other properties. 17. The applicants shall have one (1) year from the date of approval of this Conditional Use Permit to commence the use on this site. Failure to do so will result in expiration of this permit. If the permit expires within this timeframe, the 3 applicant will be required to secure a new Conditional Use Permit. Prior to expiration, the applicant may request two (2) extensions of up to six (6) months each from the Zoning Administrator, for a total time not to exceed one (1) year. 18. Accepting this decision means that the applicant has read, understands, and agrees to all conditions of this decision and has no objections if County staff conducts unannounced onsite inspections to check for compliance with the conditions of this permit. The following vote was taken to approve: Chairperson Malick, yes; Peterson, yes; Nelson, yes; Sontag, yes; Niccum, yes; All votes in favor, motion carries. APPEAL RIGHTS Any person aggrieved by this decision may file an appeal in St. Croix County circuit court within 30 days after the filing date shown below, pursuant to Sec. 59.694(l 0), Wisconsin Statutes. St. Croix County assumes no responsibility for action taken in reliance on this decision prior to the expiration of the appeal period. St. Croix County does not certify that the identity of all persons legally entitled to notice of the Board of Adjustment proceedings, which resulted in this decision, was provided to the County. If an appeal is taken of this decision, it is the responsibility of the appellant to submit at his/her expense a transcript of the Board of Adjustment proceedings to the circuit court. The Planning and Zoning Department can be contacted for information on how to obtain a transcript. It is the responsibility of the Board of Adjustment to submit its record (file) of this matter to the circuit court. ZONING BOARD OF ADJUSTMENT Signed: Clarence W. Malick, Chairperson Date Filed: 8/26/2015 4