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HomeMy WebLinkAbout040-1103-10-000 0 � �° 0 o Q) M g _ 'o o -0 m r N m yo oa h E� � L 3 N° C o o I x 0) m 3 m °' �i c (D o = y �r C N m N U C V y 0 a m 0 a L o N U ai w �3ovja30 3 F o€ y y 0 0 j >'S o Z o = z y600(D mL o C = C N LL C 7 m a a N •� I {L C E m CL o m ' > o 2 0 0) =3 2_a� 3 o 0 CL ti o°'x aay a? a m v d C7 0 Q) m m c,,= d e c o c 0 0 0 3 > N Z N E E Z j I E� I tONW am am � N I- z a o fn E Z a fn d Z c z N t- •- ! 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CROIX COUNTY, WISCO IN PhkkN VIER H O _ /w SHOW EVERYTHING WIT N 100 FEET OF SYSTEM �3 600 i Q a N 1 tU � 7o ., INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form_ Provide 2 dimensions to center of septic tank manhole cover. l BENCHMARK: �f`j� u J U C p /PI/ ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING..TANK INFORMATION Manufacturer: �p S of Liquid Capacity: 3 oo Setback from: Well House Other Pump: Manufacturer y L /2`� 5 Model # _ Size � Float seperation '�� Gallons /cycle: 4 16 Alarm Location �J SOIL ABSORPTION SYSTEM Width: 7 Length 7 7 Number of trenches Distance & Direction to nearest prop. line: �f(� Setback from: well: House Other ELEVATIONS Building Sewer ST Inlet: ST outlet PC inlet PC bottom Pump Off Header /Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: PLUMBER ON JOB: Ar e LICENSE NUMBER: INSPECTOR: 3/93:jt SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street commerce.m.gov Chippewa Falls, Wisconsin 54729 RECEIVED (715) 726 -2544 i ■ http. //www. commerce. wi. gov/sb s+c o n s' wisconsin.gov AUG 2 1 2 0 0 6 Jim Doyle, Govemor Department of Commerce Mary P. Burke, secretary ST. CROIX COUNTY August 17, 2006 Paul Steiner, MP 225451 Steiner Plumbing and Electric Inc. N8230 945th Street River Falls, WI 54022 Dear Mr. Steiner: Re: Killarney Hills Golf Course Plan ID: S9340745 NE, 26, 28, 19W Site ID: 714008 Town of Troy, St. Croix Co., WI Cust ID: 1024045 1 have reviewed your reports regarding the water usage at Kilkarney Hills Golf Course. The reason for the water usage study is to show that this facility has not exceeded the design wastewater flow to the onsite system and that the expansion of the banquet facility will not overload the existing system. It is my understanding that the facility's onsite system was originally designed for a 30 seat restaurant and 40 seat bar with food. With employees and floor drains factored in, the design flow for the system was 1,860 gpd. This is considered to be the peak flow for the system and as such the system is not really designed to handle 1,860 gpd on a daily basis. The average flow it was designed for would be more on the order of 1,240 gpd. I also have the understanding that a banquet facility has been in operation beginning in early 2006. Food preparation has not necessarily been on -site but catered in. However, dishwashing has been on -site. Your data indicates that during a large portion of the year the system is well under utilized having an average flow of 117 gpd for October through April. In addition, over 96 days this past spring and summer the average daily water usage was about 429 gpd and this amount contains some water use that is not discharged to the onsite system such as for golf cart washing. Lastly, your peak flow calculation of 1,542 gpd for both the banquet facility and golfers seems reasonable and below the peak design capacity for the system. Your recent inspection of the mound system and tanks did not reveal any operational problems but you did point out that there is need for additional fill over a part of the mound for landscaping purposes. Based on the above considerations and projections, I feel that the banquet hall expansion may proceed without modifications to the existing onsite system. However, the following stipulations apply: 1. Landscaping of the mound be completed as per your recommendations. 2. The water meter must remain installed and functional (repaired as needed). i r Page 2 Kilkarney Hills Golf Course August 17, 2006 3 Water meter readings must be recorded daily for 12 months after the new facility is completed, and monthly thereafter for the life of the system. Upon completion of the initial 12 month monitoring period the daily meter data must be submitted to the county zoning office for review. 4. A management plan for servicing of the grease interceptor and septic tank be established and followed. 5. Restaurant management should instruct employees on clean up procedures that limit or reduces greasy waste and strong chemical cleaning agent waste discharges to the onsite system. One good example is to scrape excess food and grease off plates, pots and pans and into the garbage prior to dishwashing. Lastly, the owners need to be aware that average flows exceeding the peak design flow of 1,860 gpd may result in an order to upgrade or modify the system to bring it into compliance with its original approval. Hydraulic failure of the system may result in a county or state order to replace the system. If there are any questions regarding this matter, please contact me Sincerely, Leroy G Jansk PSS Wastewater Specialist (715) 726 -2544 Office (715) 726 -2549 Fax leroy.jansky@wisconsin.gov cc: St. Croix County Zoning Dept. �t�l County Sanitary Permit Application ST. CROIX COUNTY WISCONSIN 1 0 0 ,0 In accord with Chapert 12 St. Croix County Sanitary Ordinance PLANNING & ZONING DEPARTMENT Y Personal information you provide may be used for secondary purposes ST. CROIX COUNTY GOVERNMENT CENTER [Privacy Law. S. 15.04(1)(m)] 1101 Carmichael Road Hudson, WI 54016 -7710 (715)386 -4680 Fax (715 )386 -4686 Attach complete plans for the system on paper not less than 8 -1/2 x 11 inches in size. County San' ary Permit # ❑ Check if revision to previous application 1910 7 11P lication Information - Please Print all Information Location: Owner Name 4N� Z / 1/ 114, Sec t0 Property Owner's kJailing Address [ub umber Block Number 3 �- City, State Zip Code Phone Numer vision Name or CSM Number Riv tr h J yd z� 7 �s_ �'zs- I 7D� f II Type of Building: (check one) ❑ Village Town of ❑ 1 or 2 Family Dwelling - No. of Bedrooms: ❑ Public /Commercial (describe use): T#' 6 � El State-owned ast �d 11 Type of Permit: (Check only one box on line A. Check box on line B if applicable) Tax Number(s) A) 1.❑ Repair 2X Reconnection 3.❑Non- plumbing 4. ❑ Rejuvenation � / a 3 Sanitation B) r y Permit Number � � D Issued fate Sanit r er it w s previousl issued � Q �Q Z 3 IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In- ground Mound ? 24 in. suitable soil o Mound <_ 24 in. suitable soil ❑ Mound A +0 ❑ Sand Filter ❑ Constructed Wetland ❑ Peat Filter ❑ Drip Line ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Other At -grade ❑ Aerobic Treatment Unit 11 Recirculating V. Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application Rate 5. Percolation Rate 6. ystem Elkvation 7. Final Grade Required Proposed (Gals. /day /sq.ft.) (Min .4nch) dAtr6 Elevation -4 • Q 9,1. a , 3- V VI. Tank Information Capaicty in Gallons Total # of Ma cturer Prefab Site Con- Steel Fiber- Plastic New Existing Gallons Tanks Concrete structed glass Tanks Tanks J lualdzil ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ VII. Responsibility Stateme p y t I, the undersigned, assume responsibility for repair / reconnenction /rejuvenation/installation of non - plumbing for the POWTS shown on the attached plans. A license is not required for terralift repair or the installation of non - plumbing sanitation system. Plumber's Name (print) PI b s Sign u (no stamps): MP /MPRS No. Business Phone Number J 5 f Plumber's Address (Street, City, State, Zip Code) f 171dt r IIS W T VIII. County Use Only DisaLGiv Sanitary Permit Fee �D to Issued ssuing A Mt Signatu o stamps) Approved OwInitial Adverse OZ. , Deter�� l 6 IX. Conditions Approval /Reasons for Di�PPr v / '� AUG -17 -2006 06:35 FrOITI:DCOM SAFETY &BUILDING 715 726 2549 Ta:715 386 4686 P.1 SAFET AND BUILDINGS DIVISION 1 Inlegralod services Bureau commerc eml.gov 13 East Spruce slrset I� (�o�• ChlppeW4 Falls, Wisconsin 54729 �t Pt (715) 728.2544 iscansin h 2> �� ' hlrp. /nvww.co,rirrVM0 W100v/ab ' fgailMw�Nwl,pov Department of Commerce 3� � �`�` �� JIM Doyle, Gove [ ` Mary P. SU*O, 8ea1911110iry August 17, 2006 'T ) Paul Steiner, MP 225451 Steiner Plumbing and Electric Inc, N8230 945th Street River Falls, WI $4022 Dear Mr, Steiner.: Re: Killarney Hills Golf Course Plan ID' S9340745 NE, 26, 28, 19W Site iD' 714008 Town of Troy, St. Croix Co., W Cust JD: 1024045 1 have reviewed your reports regarding the water usage at Kilkarney Hills Golf Course. The reason for the water usage study is to show that this facility has not exceeded the design wastewater flow to the onsite system and that the expansion of the banquet facility will not overload the existing system, It is my understanding that the facility's onsite system was originally designed for a 30 seat restaurant and 40 seat bar with food. With employees and floor drains factored in, the design flow for the system was 1,660 gpd. This is considered to be the peak flow for the system and as such the system is not really designed to handle 1,860 gpd on a daily basis, The average flow it was designed for would be more on the order of 1,240 gpd, I also have the understanding that a banquet facility has been in operation beginning in early 2008. Food preparation has not necessarily been on -site but catered in. However, dishwashing has boon on -site. Your data indicates that during a large portion of the year the system is well under utilized having an average flow of 117 gpd for October through April, In addition, over 96 days this past spring and summer the average daily water usage was about 429 gpd and this amount contains some water use that is not discharged to the onsite system such as for golf cart washing. Lastly, your peak flow calculation of 1,542 gpd for both the banquet facility and golfers seems reasonable and below the peak design capacity for the system. Your recent inspection of the mound system and tanks did not reveal any operational problems but you did point out that there is need for additional fill over a part of the mound for landscaping purposes. Based on the above considerations and projections, I feel that the banquet hall expansion may proceed without modifications to the existing onsite system. However apply , the following stipulations 1. Landscaping of the mound be completed as per your recommiMndations.. 2. The water meter must remain installed and functional (repairec as needed), AUG -17 -2006 06:35 From:DOOM SAFETY&BUILDING 715 726 2549 Tu:715 386 4686 P.2/2 Page 2 Kilkarney Hills Golf Course August 17, 2006 3 Water meter reading$ must be recorded daily for 12 months after the new facility is completed, and monthly thereafter for the life of the system. Upon completion of the initial 12 month monitoring period the daily motor data must be submitted to the county zoning office for review. 4. A management plan for servicing of the grease interceptor and septic tank be established and followed,. 5. Restaurant management should instruct employees on clean up procedures that limit or reduces greasy waste and strong chemical cleaning agent waste discharges to the onsite system. One good example is to scrape excess food and grease off plates, pots and pans and into the garbage prior to dishwashing. Lastly, the owners need to be aware that average flows exceeding the peak design flow of 1,860 gpd may result in an order to upgrade or modify the system to bring it into compliance with Its original approval. Hydraulic failure of the system may result in a county or state order to replace the system„ If there are any questions regarding this matter, please contact me Sincerely, 4 Leroy 70Jansk PSS Wastewater Specialist (715) 726 -2544 Office (715) 726 -2549 Fax leroy.jansky @wisconsin..gov CC" St. Croix County Zoning Dept, i r ° o (an C z m z t''r' z a) m y ;o v o mm X r � O m �' O Q � m n 0 < o co m D ` m � Q 'v g C%.J m o O;u n Q k N W0 r C 0 f'A c C � U) c 0 t!) z < --1 �z m o W n n oz z m z n 0 `. 0 I z �s m L C� —+ m X m -ii� m a m c m� d m D o a� � m m = y °m =r s ° 1 d r m `i �' o m '. % : - to 0 to 0 m co c o mo m, m * (g . X fns r. ir �'y I� m m o - = X? X N H 7 �' Gl 7 A c m c U. d a = ""� �m �m o C m�a Z o Q N O O - Cr d b o ; N N jai coD �- vim 3� cr w d m m o N 2 k � , m vv y0 S. o ��3 n � m 0 m m c3i S o c i ' y d m ZO tTt 1 o cow y d o; H� rfl Z r Z CL o m =ice m to CL to z Zn Z O 0 ❑ D ❑ 3 5 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the r; 11�.�,��N �/ l l �o (� Coars Fes ide located at: °— 1 /4, 1 /4, Section ,� , Town Range /_ W, Town of 7 r &v , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of service Al C Did flow back occur from absorption system? Yes No X (if no, skip next line.) Approximate volume or length of time: gallons minutes Capacity: Construction: Prefab Concrete K Steel Other Manufacturer (if known): Age of Tank (if known): ,Q c ) D 0( ( c J 5 (Licensed Pluffiber Signature) (Print Name) 'f" 1 (Title) (License Number MP PRS $ /i6 IoG (Date) Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) L7�LR SANITARY PERMIT APPLICATION In accord with ILHR 83.05, Wis. Adm. Code coin STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than d , r 8% x 11 inches in size. 1:1 h Ki Cf reviiiior(to reviousapplication `-See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER C' 1. APPLICANT INFORMATION — PLEASE PRINT ALL INFORMATION. PROPERTY OWNER PROPERTY LOCATION , -- , j , -, V LL '/4 T ' /a, S r. T 1 , N, R E-( W PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER II. TYPE OF BUILDING Check one s` NEAREST ROAD ( ) ❑ State Owned - - VILL-"E- f ® Public ❑ 1 or 2 Fam. Dwelling -# of bedrooms — PARCH TAX NUMBER(S) III. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility /Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales /Repairs 11 ❑ Restaurant/Bar /Dining 4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station /Car Wash 5 ❑ Hotel /Motel 9 ❑ Office /Factory 13 CR Other: Specify G, L (, r IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. ® New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit ## — Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals /day /sq. ft.) (Min. /inch) ELEVATION � r ' Feet Feet VII. TANK CAPACITY Site in ga ons Total # of Prefab. Fiber- Exper. INFORMATION . New xistin Gallons Tanks Manufacturer's Name Concrete Con- Steel glass App Tanks I Tanks structed Septic Tank o 0 tl / Lift Pump Tan VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's)Signature: (No Ptamps) MP /MRRSW No.: Business Phone Number: I ^-4.. - r i • Plumber's Address (Street, City, State, Zip Code : IX. COUNTY /DEPARTMENT USE ONLY Disapproved Sanitary Permit Fee (Includes Groundwater a e Issued Issuing Agent Signature (No Stamps) ❑Approved ❑Owner Given Initial Surcharge Fee) _ Adverse Determination X. CONDITIONS OF APPROVAL /REASONS FOR DISAPPROVAL: - SBD -6398 (formerly Plb -67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber I INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at the t irne ,)4 renewal any new criteria in the Wiscor;sir, Administrative Code VfM be applicable. 3, All revis o ,s tc: .r f f, rrit must be approved `',y !rte permit issuing authc rity. 4, Chanee;s in myr r, or plumber requires a S aritary Permit Transfer /Renew (SBD 639(9j to be vuty wf`"_ , l ''m tike, coo ii 4 Nrit?r to instaiiation. 5. On i je :systems rriu,z' be properiy rn,: ,; i• The s' ptic tark(:3) must Oe )_L ol,.ed by a !icersed purnper vr, 5henever necessar ;i, usually every 2 to years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608- 266 -3815. To be complete and accurate this sanitary permit application must include: I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. il. Type of building being served. Check only one and complete ## of bedrooms if 1 or 2 family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line B if permit is for tank replacarrient, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Abs�r)ti „r system informailpr, Provide all inform,rition requested in 4 -' rill ir' the cap< every , ovv E?xt3, r a t_, 1 .'ii` _ ,! :y , number of tanks any -,i; adorer's name 4 ndicaie prcfui: co ni! constructed ter, ,_; .t. rrrtr.t3l i;.I :;)rnplete t aN septic, and holding tanks "or this Check expE :q c, Fii if tanks received .xpe imE -,6 od -t apprc.val from CIt.HR. VIII Responsibility statement. Installing plumber is to fill !n name iicend:e n ; + ” f r with apprr>priate ;prefix (e.g. MP. etc.), address and phone number. Plumber must sign application'�:rrn. IX. County /Department Use Only. X. County /Department Use Oniy. Complete plans and spoor catlons nci :;rE,aller than f,'' " 11 incttc _ rnu the county. The .aril mils" incl!,de ,liowr:rg A p i gin, _irao t., scale or with co ip!(Je . r r ,s, location of )r other M r i __ diFC'Irg ts; v �, - /water service; ' and lakes y )'uw, "r Siphon Tas 4 ; dtstrltw! .; ` ` ;nii abs k , ( , t(,, 7 gyct,?yrys f✓'Iiacemeni system ara, `,_, 'r-cation vui?ding served, �nta' and vertic,_,! , I- ice poiat,�; complete specification-, for pumps and controls; dose volume; elevation d,tterences, friction loss; pump performance curve; pump rriodei and pump manufacturer, D) cross section A the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983'y'Visconsin Act 410 included the creation of surcharges (fees) fora lumr_ oi` regulated practices <v. ".ict car tf'act groundwater. The rnionies co;iiected flh( quo i t, (s s surchai'jes a e ,,cif d f r iriowtoring groi,r, (hate r, t.jtcwr cs- waler ;;Gnternination investigat_io')S and establishment A s :±ndards. SBD -6398 (R.11/88) Z nd Human r"­ r)ns Division of safety d Bui lding. , in accord with ILHR 83.05, Wis. Adm. Code 1 , COUNTY St Croi Attach complete site plan on paper nom. sv �ncties m size. Plan must include, but PARCEL I. S # not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned, north arrow, and location and distance to nearest road. REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION OWNER: PROPERTY LOCATION PROPERTY OW Patrick NE O'Malle Ki VT. LOT - -- 1/4 NE 1/4,S 26 T 28 N,R 19 ADJW PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR GSM # - - - - -- 163 Radio Drive CITY, STATE ZIP CODE PHONE NUMBER ) 6LqBb fiKk MgXkjOWN I NEAREST ROAD River Falls GIZ 54022 ( 1 o Radio Road jxj New Construction Use (] Residential / Number of bedrooms (] Addition to existing building ( j Replacement ]c]: Public or commercial describe Code derived daily Pow gpd Recommended design loading rate bed, gpolft? Uench, gpd/ft Absorption area required bed, 1`1 tl PrIch, I1 Maximum design loading rate bed, gpd /ft trench, gpo1ft Recommended infiltration surface elevation(s) It (as referred to site plan benchmark) Additional design / site considerations Fl Parent material Flood plain elevation, it applicable ft S = Suitable for System CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem D S ®u ®S D U D S M U ❑ S I�7 U D S 9] U D S ® U SOIL DESCRIPTION REPORT l Depth Dominant Color Mottles Structure s GPD /ft Boring # Horizon P Texture Consistence BouncJary Root in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Try I. 1 0 -10 10YR 3 2 None sil 2 m sbk mfr as 2f .5 .6 1 s if .4 .5 2 10 -32 10YR 4/4 None cl 1 m sbk mfi g East -- NP NP Ground 3 32 -48 10YR 6/6 f1f 10YR 6/2 scl 1 m sbk mfi gs elev. 9 4 48 -65 10YP. 7/4 f1f 10YR 6/2 scl 0 m sbk mfi cs -- NP iDTP sand Depth to 5 65 -7 10'0 3/3 None to ne- of m _ d--h -- -- -- limiting factor Remarks: Boring # 1 0 -10 101'R 3/2 None sil 2 m sbk mfr as 2f .5 .6 2 2 10 -26 10YR 4 None cl 1 m sbk mfr cs 1 f • 4 •5 North 3 26 -46 10YR 4/4 f1f 1OYR 6/2 cl 1 m sbk mfi cs N ' Ground _ NP NP elev. 4 46 -66 10YR 6/6 f1f 10YR 6/2 scl 0 m sbk mfr -- - 8 Depth to limiting factor Remarks: �. CST Name _ Please Print Phone: 715) 425 -5544 Steiner Plumbing &Electric znc. Address: N823 Hi hwa 65• River Falls WI 54022 Date: CST Number: Sgnature: Jul y 1993 3074 PROPERTY OWNER Patrick O'Malley SOIL UtSCRif -tIG. ;PORT Page _ of PARCEL I.D. it Depth Dominant Color Mottles Texture Structure Consistence Bounctly Roots GPD/ft Boring # Horizon in Munsell au. Sz. Cont. Color Gr. Sz. Sh. Bed Tm rch 1 0 -20 10Yr 3/2 None sil 2 m sbk mf 2 20 -29 10YR 4/4 None cl 1 m sbk mfr cs 1 f .4 .5 south Q G CUT ' round 3 29 -43 1OYR 5/6 f1f cl 1 m sbk mfr c -- NP NP 8 4 43 -75 1OYR 7/4 f1f scl 1 m sbk mfr -- -- NP NP Depth to limiting factor Remarks: Boring # Ground elev. It. Depth to limiting factor Remarks: Boring # Ground elev. It. Depth to limiting factor Remarks: Boring # :> y Ground elev. IL Depth to limiting factor Remarks: 59D �'�30(R.OSl�21 r w >+ nl a� ,z � r .cs v _3 p V � ° L � v 1u ♦ J M J 0 y;r u I v a s. y Q h � p 0 ° `t ' Q. t V C r r / r • � y'� / / V ('V r r r / cl Oa _. _ S9340740 MOUND SYSTEM FOR Kilkarney Hills Golf Cours 163 Radio Drive RECEIVED River Falls, WI 54022 J UL 15 1993 MAM & SLOGS. DIV. INDEX Page 1 of 7 . ..........................Index Page 2 of 7 ........ ...................Calculations Page 3 of 7 ...........................Plot Plan Page 4 of 7 ... ........................Lateral Layout Page 5 of 7 . ..........................Cross Section Page of 7 ...........................Plan View Page 6 of 7 . ..........................Pump Chamber Page7 of 7 ...........................Pump Curve Located in the - -- a of the NF y, Sec. 26 , T 28 N, R 19 W, Town of Troy St Croix Co., Wisconsin. Prepared by Paul C.J. Steiner Steiner Plumbing and Electric, Inc. N 8230 Highway 65 South River Falls, Wisconsin 54022 Master Plumber: 6 1f6780 3111V 15 1993 CALCUt NTIWS ,S 9 3 STIR' 1: Absorption area: no Golfers x 2 gal. p day = 200 qpd; 2 Floor Drains x 50 gal. p day = 100 9 [A; 15 employees x 20 g',:1. p day-= 300 %xI. 30 P.�staurant Seats x 30 gal. p day = 900 _cpd; 40 Dar Spats x 9 g al. P day = 360 c,['•:1. Total gal. p clay 1 ,860 Use 8.2 ft x 190 ft LLa 8 IaLerals, each 45 ft long, 5' manifold, 5' spacing Wta,e,:m laterals. ai'EP 2• T.tble 5: 1 1 diauoz:ter " dizzater holes at 72 " spacing 1,- roles. SPEP 3: Table 6: 8 roles / lateral, 9.36 gpin discharge rate per lateral. 9 gran x 8 = _X7,2 g�a total discharge. 14•.61b S E2 4 • Table 7: 2 " dian�--ter manifold, ir►l-t at center of 5 fe,..t lor►g manifold. STEP S: Tx:sign close volume is 465 gal /dose at a rate of 4 times par day. Minimum dose volunti must Ue at least 10 x distriL•utioa pip,: volutra. Table 10: 12 dial:,:ter piF,e = .092 gal /ft x 360 10 = 331.2 gal. � ♦. as STEP 6: 'PWAa 8: Dosing rate = �_ �Jt =►n. STE 7: Table 9: Friction loss in 3 dizau:+ter force i c in, 190' long; 72 CjPn = 1 .12 in 100 feet. IIJ VI,TI Oi ] DI FPEP.MM- 5.0 FRIOrlC4 ] LOSS 2.13 HI_t1ll 2.50 9.63 TuI Page 2 of 7 a w v L� V ' O .c� t t Cl i ..i l -y l� fi ;1 i S V � � U CT r z S934 07 - 4 - 5 Al err woo v M Call� v "CI w 'IV d a q Cs Q 0 1 o vi z a x O �+ ti i i CQ n � / b ' a / o / � y LATERAL LAYOUT ® ly �t 1 P*rforolod Plp• D# 1411 ? 4 4 f1'� r IP41 r +rr�r�I�a 4 Pvc Cnd Cop • y' PVC PIp4 Monllctd Pip* a v �S Ci #Irlbutlw► Plp9 4 PVC Fwct W".1n From Pump � 3 4 P t C J .• Id,Y+lf d d NO �+ DklrWultnr► P lot Lost Not* 6rorld 13* Notil To End Cup Disfrlbullon PIPR loyoQr 10 P ti +�"t S G A S��� X 72" C Y 8 , +y P v llol e Q f ameter• inch lateral 12 Inch(es) ��tisecl: o vv-5uS V ' P -W h:1ni foI d " 22 , Inches r,Iv►sto Force Main " 3 Inches t 4 u E l RO E S L AT . CROSS SECTOI�tw Pa 5 D =: ... 4 - - _ Straw, Marsh Hay, Or - �- - "• S Y ntha.tic Covering S 9 3 Q 7 Distribution Pipe Madlum -Sand �-- - - Topsoil =- - F System Elev. - 91..0' g 9' Slope Bad 0f 2 Force Main Plowed Aggregate. From Pump . Layer , A C„ 6 14 v " 60 Cross Saction OVA Mound Systein Using F R - pR;��l any Titer ►ch -Cs For Tne Absorption Area . a 200 - Ext. 5` „} jl -P - a ��ows �' c Ft. ll�l# iY goa a �:s I .f y1;,4 Ft. - 1 E SA _ Ft _ J - of .�t off• - � � - -� -- K 2..3° Ft,. _ Force Main W 44.f Ft:� Observation Pipe J - � K A- - - - - -- - - - -- - - -� ----- - - - - -- ------- --�.�� W --- - ------ Distribution B _e d 0 f 2�_ 2 Pipe Aggregate !o BETO TizewwES . I EfN - Observation Pipe Permanent Markers Plan Viers Of }:Sound Using Tmmles For Tho Absorption Aroa I'UMP CIIAHI►F:R CROSS SFCTION AND SPFCIFICATIONS Vent Cap Weather Proof Approved locking T .)unction vox rlunholu Cover Vatic Pipe , Final — k" Min Crude 1D" Min Conduit' lt3" Min -- -` - -- - -_ .� Approv,:d InIcr - ' Joittcu u/ NRGIr Approved r - Ma lly ` 3' Unto J01t1C W/� ' ' J ,' ~ c O 1 i a C ro C.I. Pipe 1 0 n c o is �' & `s�; l HS So ?It51tS�l C r o u n d %A- OF SAftcIY �:+ 1 pt St on � . - -' t C U m p l r .Y ----(` e Off f 1 02 _ 4 Concrete Block p ,,} I:CTF ICATI TANK T' 1t1}' , Manufacrurer: W rtnnufaccurer: Mye rs Tank Material: Concrete NOLleI Nu mu; I:: DM-50 1';knk Size: + 3, 00 — Culionl SNicch Tyra Float Total Dyaamtc Head: 9.63 CAPACITIFS Pump Diachari.c Race: 72 CI TaLzI Daily F:ff luenc: 1,860 Caller A – 31,6 " or 1,860 Cit110n:) Vuinhcr of U O:1C:1 : 4 1'ur U U - 2 41 Oi' –, 117.7 Callon:► hose Valumi::' 465 Ct;llut - 7 or _ 465 Callano N01CS: 1. Sec hump curvy for U 9.5 " or 559 CaI10n:j tiddicionftl pt:rforut:►ncc Total Tnnk inforinac'_on. Cuhnt:it:y Kcquirca • 3 ,001.7 CaIIonu 2. 1'utnp and alarm are co Le inuct►ll,:d on ucharac•: circuit ALARM au Is r 11I1K 1 G . 1'J NAC . I I n n" f n c c u r e r: Level Alarm Ito itcl Nis mber: D OW i t ch T Page 6 of 7 Page 7 of 7 ME Series M Effluent Pups Performance Cue CAPACITY LITERS PER MINUTE O 50 100 150 200 250 300 350 400 450 100 90 2t3 ©o - -MF� 24 U) w 70 w 'U �t LU LL EO _ z z o Q 50 M��S f 6 w w = z - < 40 � - 12 ~O O 30 20 3 4 O O 0 1 0 20 30 40 50 60 7cJ 80 90 too 110 120 130 CAPACITY GALLONS PER MINUTE F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 4191289 -6658 Telex 98-7443 K3327 7/91 Printeci in U.S.A WUNIY ,Attach complete site plan on paper rot It than u i; :- x i i i1.�, ! in size. Plan must nclu '�, but St Croi': not limited to vertical and horizontal reference point IBM), direction and % of slope, scale or P�C D �- dimensioned, north arrow, and location and distance to nearest road. lJ o + 4 APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION Patrick D. O' MalleY GOVT. LOT - -- 114 NE 1f4,S 26 T 28 ,N,R 19 �}r NJ PROPERTY OWNER':S MAILING ADDRESS LOT a BLOCK 4 SUED. NAME OR CSM t -- -- --------------- CITY, STATE ZIP CODE PHONE NUMBER OWN NEAREST ROAD River Falls WI 54022 1 ) Troy Radio Road / N umb e r ! be dro o ms Addition to existi buildin (x( New Construction Use [ j Res identi al N be o be oo s () g [ I Replacement Public or commercial describe Code derived daily Pow gpd Recommended design loading rate bed, gpd1tt trench, gpd'ft Absorption area required bed, ft trench, 42 Maximum design loading rate _ bed, gpd /ft trench, gpd 1 ft 2 Recommended infiltration surface etevalion(s) ft (as referred to site plan benchmark) Additional design! site considerations Parent material Flood plain elevation, if applicable It S = Suitable for system CONV VIAL �!0UND !N- GROUND PPESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for s stem O S U t] S D U 0S C3 U CIS D U O S ©U D S ) U SOIL DESCRIPTION REPORT Depth Dominant Color Nfottl Structure GPDlft Boring ;f Horizon in. Munseil Ou. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Y Roots Bed T mnch 1 1 0 -10 10YR 3/2 None sil 2 m sbk mfr as 2f .5 .6 2 10 -32 10YR 4/4 None cl 1 m sbk mfi gs 1f �A .5 East Ground 3 32 -48 10YR 6/6 f1 f 10YR 6/2 scl 1 m sbk mfi cJs -- NP NP elev. 9 4 48 -65 10YP, 7/4 f1f 10YR 6/2 scl 0 m sbk mfi cs -- NP €NP Depth to 5 65 -7 1 01 , 3/3 Prone sand — -- -- -- n of m deh limiting factor Remarks: Boring a 1 0 -10 10YR 3/2 None sil 2 m sbk mfr as 2f .5 ' .6 2 2 10 -26 10YR 4 None cl 1 m sbk mfr cs 1f .4 .5 North 3 26 -46 10YR 4/4 f1f 10YR 6/2 cl 1 m sbk mfi cs -- NP NP Ground elev. 4 46 -66 10YR 6/6 f1f 10YR 6/2 scl 0 m sbk mfr -- -- NP I PTP 8 Depth to IimiiJC� factor Remarks: CST Name— Please Print Phone 715) 425 -5544 _ Steiner Plumbing & Electric, Inc ( rujdress: P78230 Ylighway Highway 65- River_ Falls, VTI 54022 Sgnature; j Date: CST Number: july 7 1993 3074 SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations July 19, 1992 2226 Rose Street LaCrosse, Wisconsin 54603 STEINER PLUMBING & ELECTRI, 1NC. N8230 HWY 65 RIVER FALLS WI 54022 RE: Plan Number S93• -40745 Project: KILK RNEY HILL GOLF COURSE Co ST CROIX Location: NE,26,28,1.9W Fee Received: .00 TROY Date Received: 7/15/63 This letter is to acknowledge receipt of the Plumbing Plans which you submitted to the Office of Division Codes and Application, Section of Private Sewage. We cannot however, process your submittal until we receive: � - A revised system design using a trench design vs. the submitted bed design. The soil report shows a weak clay load within the top 12 inches of the surface. This warrants a .3 gal /sf /day loading rate and classifies the soil as slowly permeable. Slowly permeable soil require a trench type system with trenches that are from 2 to 4 ft wide as per ILHF 83.23(2)(c)l.b. Please revise all other parts of the plan that would be affected. Please retain o copy of this letter for reference and return the other with the materials .requested. This priority plan wili be processed as soon as the requested information is received. .Petitions or plans submitted to this office which require additional information will be ;geld 90 working clays for receipt of the information. If, after 90 days, respotise to this letter has not been received, your plar.8 rill be returned. If you find it necessary to contact as regarding your submittal, please call us at (608) 1N5- -9348 and t.0 the Man tiumber �,s shown above. Sincerely, ` 'RD 5ti �i . i �f f / Section of Priv: , Division of Safety a;ad Builldjngs 4PP039; 0001n/ " "O. L �l )I : ? 1 ELE I: 12 cc. Private Sewn-,,- Ccnsu= talit. SHE 6423 ( H. 01/91) QWW5�l�0U�IVLSU�IQ�U�II�Q °QU�IVVIf�N STATE OF WISCONSIN Date: p t �r— 7 � t l File Ref.- 7 4 � � J To: l L� From: GAA& Subject: W f w C. A l> P-4TC-- 1 (/ � f � S,� a � S p C ,L X48 b� s t I _ S T. CROIX COU N lwy Planni & zoning FAX MEMO DATE: 5/0) TO: l, f o J v.� s k•� CodeAdministrati ■ C FAX UMBER: 715-386-4680 715 -+ 77 - 4, - 2 - 5 4 Landlnfontnation FROM: K a•+�- �i a.lt'.` �o.� Planning �q J 715-386 -467 FAX NUMBER: 715 -386 -4686 Beat P eny PHONE NUMBER: 715- 386 -4680 7 -4677 R NUMBER OF PAGES, INCLUDING COVER SHEET -386-4675 R E: Are, i % n , �� f ��a� 1".,.> ���-� ,n e�' SJ : �rek '\"� " � k pet L) r e-'T 6 u d e-J CA)e-k J S ST. CRO /X COUNTY GOVERNMENT CENTER PZ @CO.SAINTCROIX WI US 110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715386 FAX WWW.CO.SAINTCROIX,WI.US AUG -15 -2006 09 :19 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.2/2 Ma 10, 2006 Steiner Plumbing and Electric Inc. N8230 945 Street ;River Falls, WI.. 54022 St. Croix County Zoning Of-rice/State onsite waste specialist, '17his report: is written to address sizing concerns for Kilkamey Hills Golf Course existing mound septic system., with added load from proposed banquet hall. .Listed below are .five factors that affect why the system can 'function properly with this new load and the existing load. #1 Existing sizing of mound system is 'for 1860 gpd (attached is Page 2 of 7 from 1993 state approved mound plan) #2 Water meter reading from Oct 3 of 2005 to March 6 ol'2006. (attached four pages of readings.) Dividing number of people into number of gallons of water used per day, it is easy to see a pattern. The mare people, the less gallons per person per day, bUt the EIVeraKe is four gallons per person her day. Also on .Nov, .1.3 found ice maker was malfunctioning, water was less rifler that. 10 Septic system inspection • Tanks and .Risers in good condition • No evidence of leakage on the ground anywhere • Mound itself need some grading, Tssi. side north end needs till in between hill and mound. West or toe slope needs to be sloped 3 to 1, presently is about 1. to 1, (note; with no evidence of leaking out.) 'Needs binck dirt on entire mound. #4 Now banquet hall loads are based on data taken from October 2005 to April 2006. Maximum 3.16 gallons pbr person for banquet.. :Number of people in Banquet hall is 320 Total gallons per day for hall would be 1,011.20 Note After ice maker was fixed #5 Number of golfers. Al:tached is a list of golfers in ,lure, .lily and August of2n05. June 11" had the highest nui»her of gol.f'ers at 261 x 2 gallons /golfer ° 522 total gallons In conclusion, using data above, Total gallons per day for hall 1020 Total gallons per day per golfer Total load 1542 Existing systern design 1860 Extra capacity gallons per day 318 or 17% Safety margin 'l.'his is maximum load, there will be many dnys that will not have maximum use of this banquet hall rued golfers, RUG -15 -2006 09:19 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.1'2 August 15, 2006 Steiner Plumbing and 'Electric :I:ne. N8230 945' Street River Valls, W.1 54022 Leroy Jansky onsite waste specialist 1.'or state of Wisconsin, This second report is written to give you additional inl.onnution regarding Kilkarney Hills Golf Course's existing mound septic system, with added land from proposed banquet hull. Listed below are numbers ofgalfers. number 01'people using; banquet hall and amount of water used, These figures are tom April 24, 2006 to July 28, 2006. • 12, 500 Boilers • 1,285 people using banquet hall • 41,188 gallons water used We realize that water'used to wash g olf carts is metered but doesn't, go into septic system. In summary, In the 96 days 41.,18$ gallons of water was used, averaging; 4251.04 gallons per day into a system designed far 'I 860 gallons per day, if we take out cart washing; that would Lie even less per day. If you need any more information, feel free to contact Inc Thank -you, G� II I Paul Steiner i II I I I I AUG -14 -2006 09:09 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.2/2 May 10, 2006 Steiner Plumbing and Electric Inc. N'9230 945` Street River Falls, Wl 54022 St. Croix County Zoning Of onsitc waste specialist, This report is written to address sizing concerns for .Kilkarney .Hills Qolf Course existing; mound septic system, with added load from proposed banquet hall. Listed below are five factory that affoct why the system can - ('unction properly with this new lane( and the existing load. #1 existing sizing of mound system is for 1860 gpd (attached is Page 2 of 7 from 1993 state approved moLind plan) #2 Wetter meter reading; from Oct 3` of 2005 to March 6 of 2006, (attached four pages of readings.) .Dividing number of people into number of gallons of water used per day, it is easy to see a pattern, The more people, the less gallons per person. pu't- day, but the average is four gallons per Person per day. Also on Nov, 1.3' found ice maker was malfunctioning, water was less after that. 403 Septic system inspection • Tanks and Risers in good condition • No evidence oaf leakage on the g, ound anywhere • 'Mound itself need some grading, Fast side north end needs till in between hill and mound. West or toe slope needs to be sloped 3 to 1, presently is about l to 1. (note; with no evidence o - f leaking out.) Needs black dirt on entire mound. t#4 New banquet hall loads are based on data taken from October 2005 to April 2006. Maximurn 3.16 gallons per person Tor banquet.. Number of people in Banquet hall is 320 Total gallons per day for hall would be 1,0'11.20 Note; Auer ice maker was fixed #5 Number of golfers. Attached is a list of golfers in June, July and August of 2005, June 19 had the highest number of golfers at 261 x 2 gallons /golfer - 522 toteI gallons AUG -14 -2006 09:09 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.1/2 STE:(NER PLUMBING & ELECTRIC N8230 945TH, STREET RIVER FALLS, 'WX 54022 (77,5) 425 -5544 (77,5) 425 -887.8 'FAX FACSTI GLE COVER. SHEET NUMBER OF PAGES INCLUDING COVER SHEE IF PAGES ARE NOT UGIBLE PLEASE CALL (715) 425 -5514 AND ASK FOR: (NANIE� T.MS MASSAGE IS FOR.: OTT-MR Ilvl.FORMATION: i I I I I I APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.1/7 STE: NER, PLUMBING & ELE,CTRIC N8230 945TH STREET MYER FALLS, WI $4022 (77.5) 425 -5544 (71.5) 425-881 8 FAX FACSIMILE COVER SHEET NUMBER OF PA0.1 S INCLUDNO COVE SHEET TF PAGES ARE NOT LEGIBLE PLEASE CALL (7 ] 5) 425 -5544 AND ASK FOR: 2 5 (NAME) THIS ME SSAGE [S FOR: OTBER 1MFO:RMAT.ION: J -p Af Xa*� i l w� Qk 91 ()6 APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.2/7 i S9340745 MOUND SYSTEM FOR Kilka=OY Hills calf 9PIUSAP RECEIVED 163 Radio DrIXG JUL 15 1993 River Falls, W.1: 54022 Wk-n►a etoM crv. INDEX P 1 of 7 ............... ............ Tndox Page 2 of 7. ...................Calculat r age 3 of 7 ..........................Plot Plan of 7. .Lateral LSyout Page .. page 5 of 7 ... ....... ...............Cross Section p age 'S or 7........... ........Plan View page 6 of 7... .. .. ... pump Chamber !gage 7 of 7.... ...........Pump Curve LOCatCd in Lhe ^ - -- ., of the NX T 28 N, R 19 11, 'ro N n of TccY, , St CrQiY C o . tiJi6eonSin. Prepared by Paul. C.J. Steiner Steiner Plumbing and el,eetric, Inc. N 8230 Highway 65 South River Calls, Wisconsin 5,022 Muter Pluinbor: J111v 15 1C1113 APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.3/7 �T� S g 3 4 0'� g .5 Floor Drains :TLS' 1 : Absorption arcs; 50 nr, _ Wltors x 2 r�a1. p �Y ° �4.� .. tl�y -� 30 91x x gui. p &y = _100 _9o% 1 Ploy s r 30 g'..1. P M 30 TL: tw ura nt Seta x 30 gal. p &, y = 900 c clay == 360 cjr Tc.tal gul. P &,,Y –1 , 860 – 2 fCx 190 ,fkL�� 8 11►c�czals, earl, e ft long use_ s _ q> 5;� s�,:acing lx:tw an laCOraLs. u EnW 2 : Z 5: 1 ?� " 13lar lcrt�Z 1,�.1:r1s1 +, �" d.],.'. 'Otar h:010D �p:�cing k:::k��QSn tivlct� . 8 hola5 /lataral, 9.2j4„9pn dip..harge c4tc pr 1akt:rii1. s7jqW 3.- Table 6: 9 gr - `Sl_ gp'n trital. disc va9a . sTnp 4: '1'uLla 7• r 2 diamatc Mriizold, inle. AC enter t' o� 5 fG..0 ior,g u=i £Old . 465 gal /�sz at a, rate of u0s Ps CL Y. D:; JjCjrj &- volume is _ voluaQ. Minimum LiOSG volt.�r►: atu3t La at 1�3c 10 x �' y � 1 360 � 10 = 131.2 gal.. T: i�la 10• l u �ll�;kt r�irz = .092 clal /fC x Dosing rata = h-1,_. 9rA'- 3 diwT4tar forco ttt:�.n, _ __ 1 _ 9 _ 0 - 1 -.- 101419 �T ►� 7: T «ble 9: T>"i.4.. tian loss in 72 gpm _ X 1.12 i,n 100 fact. ELINPiTICH Dxrr =IC-C wa rlav Lo , 2.1 i j 9� 63 `ITAI I ' Page ,_ ,. of __7 ,^_ APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.4/7 FROM : K i l ka.r w Hills Golf Club FAX NO. :715 425 95933 Apr. 26 2WS 01: 2OPM P2 Date Gal .usod Kiikemey Hills. Golf Ciub Septic Usage 3-Gct -05 225 4- 00-005 219 5 -dot -05 220 8- Oat-06 266 7 -act -05 327 6- Oct -05 429 150 b8nquot 242 gdf 8-0ct -oa 220 10-Oct-05 296 11- Oat -06 298 12-W46 278 13- Oat.05 286 14-Ott-06 290 1644t -06 256 1840t.05 285 17.0c"S 286 1&Oct -p5 2A1 19- Oct -06 286 20-Oct -06 248 21.Oct -06 213 22- 00-05 3Q5 104 banquet 23, 40.06 30161 WAquat 2 -00.05 188 26- Oat -05 72Q 26•Qnt -05 166 27-Oct-08 271 60 banquet 28 -Oct -05 216 28- Oct-Q4 222 30- 00-05 282 31.0Ct -05 246 1 -Nov -05 316 2 -NOV -05 235 „ 3-Nov-06 246 "OV-06 184 5- Nov -05 201 S -NOv -08 215 7•- Nov -06 206 8- NoV -05 176 9- NOV -05 99 10- Nov -05 196 11- Nov -05 223 40 W quot 12- Nov -05 as 13-Nov-06 115 14-Now-05 30 16- NOV-05 76 1$- NOV-06 22 17- Nov -O'5 89 18 -NOV -06 45 19 -Nov -05 52 20 =NOv05 25 21- Nov-05 12 22- Nov -06 29 APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.5/7 FROM h k i 1 karmw H i 1 1 s G o l f Club FAX NQ. '715 425 8503 Apr. 26 2006 01: 20PM P3 r w 23- NOV-06 33 24- Nov-05 52 25- Nov -06 1g 29- Nor -06 71 , 27- Nov-D6 65 28-Nov-06 40 29- Nov - -05 36 30-Nov -06 88 1- Doo-o6 26 2 -Daa08 88 3-D6006 06 4 -Dwo5 89 6- 0ec -06 196 a- Dea -06 84 7- 400.06 78 8 - Dee-08 86 9- Decr05 65 1 "90.05 ©8 1 i- Der-06 77 12- Deri08 86 13- DecrOa 09 14- Deo►06 76 16-DW5 86 16-Doc,06 46 17- Deo -06 83 16 -090-05 78 14 -Da"b 98 20 65 21- Dotr06 60 2Z06"6 89 23 -Dao-06 70 24 -000-05 a® 26-Doc -06 Be 26- Doo-06 106 27 -09946 46 28- Dec-05 sa 28 -Onc-0$ 49 30 -D A0-05 62 31- 000.08 72 t -Jan-013 56 2- Jan -06 66 3-Jon 08 71 4- Jon -D9 28 66Jan -OB 45 6Jvn -G8 36 7,lon -48 28 8- Jon -013 26 6 -Jan -" 88 Warv-oe 4; hQ- JAn-06 38 12- Jon -06 62 13�Jwn 80 APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.6/7 FROM,:Kilkarney M1116 Golf Club FAX NO. .715 425 8503 Apr. 26 2Re6 01:21PM P4 M i 14- Jan.-08 42 16- Jan -08 2b 6-Jan-06 38, 17•Jan.w 68 'I8,lan -08 29 1941n -0e 120 20-i e8 21- Jan-p6 36 22•Jan -08 24 23- J0n-00 66 24 Ja n -00 43 26,1an -06 as 20- Jon -06 25 27- Jan -06 48 ze,Jan -06 29 20 -Jan -08 21 30400 -06 49 31- Jan -Oe 62 1- Feb.08 131 2 -Feb46 50 3 -Feb -M 41 4- F*-06 22 6- F©b�06 20 8-Feb -a6 82 7- Feb -M 51 8 -F 42 9-Peb -06 43 10-Feb-CIS 6o 11 -Feb 221 70 banquet 1ZrFeb-06 29 15 -Feb -08 45 14 -Feb-0B 52 16 -Feb -M 63 18- Feb-08 41 17..Feb -M 36 16- Feb-a9 306 100 banquet 19- Feb -08 33 2O - Feb-Da 46 21- Fob-06 35 22- Feb-06 62 23 -F`e"S 41 24- Feb•OA 40 25 -Feb-08 28 20 -Feb-.06 Be 27- Feb 42 28- Foo -013 26 1- Maras 71 2- Mar -Oe 65 3- Mer -06 42 4- Mer606 38 6 «Mar-Qe 45 8- Mer 76 APR -28 -2006 15:47 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.7/7 FROM N01kame M i 1 1 5 Go 1 r G 1 6b FAX NO, :715 425 8503 Apr. 26 2006 01: 21PM PS 7-Ma�r pe 26 9•Mer�06 98 9- Meer -06 8+i 10 -Mer4B 126 56 Gav 11- M8r-06 1$2 72 golfers 12- Mar-06 42 12 golfers 13- Mar «08 79 14- Mor-08 Be 16 -Me► -08 66 19- Mar•06 62 17- Mar-06 46 18- Mpr-08 26 19•t►+lar -ae 98 20- Mar -08 38 21- Mar~08 67 2;- Mer -08 84 23- 141er -08 65 2a► Mar -00 66 25- Morr-08 51 28- Mor-06 48 2T -Mar-0B 71 26- Mar -06 44 29 -Mor-06 49 30- Mar 46 38 31- Mor-06 80 1- Apr-05 306 100 banquet 140 goffars 2 -Apr -w 1 B6 5 3-Apr -06 80 35 4- Apr -OA 366 113 6- Ap►' -08 188 BO 6- Apr•06 49 13 7 -Apr -O6 5a 12 8- Apr -06 380 112 9- Apr -06 304 138 10- Apr-06 117 60 11 •Apr-OB 245 BO 12- Apr-06 201 88 13.Apr -06 l 16 4.6 14-Apr-08 326 206 18- Apr-G6 398 208 10-Apr 18a -12 17:Apr -00 ISO 84 18- Apr -W 128 66 19 -Apr4o 222 91 20 -Apr-06 151 37 '21.Apr -08 189 81 22-Apr 286 180 23 - Apr•06 312 224 24- Apr -W m 40 Total 23576 77 SANITARY PERMIT APPLICATION D1LHR In accord with ILHR 83.05, Wis. Adm. Code COUN _:a i C. cl7 «. STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than 8% x 11 inches in size. ❑ Check if revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. _4 PROPERTY OWNER _ PROPERTY LOCATION t , „_, . t .; a ._.. %4 S 6 T 13 , N, R 1_9 1 �bq >W PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # �_] _� 1 ) CITY, STATE ZIP CODE J PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER II. TYPE OF BUILDING (Check one) NEAREST ROAD ❑ State Owned E . Q Public ❑ 1 or 2 Fam. Dwelling -# of bedrooms— PARCEL TAX NUMBER(S) 111. BUILDING USE: (If building type is public, check all that apply) 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales /Repairs 11 ❑ Restaurant/Bar /Dining 4 ❑ Church /School 8 ❑ Mobile Home Park 12 ❑ Service Station /Car Wash 5 ❑ Hotel /Motel 9 ❑ Office /Factory 13 ❑ Other: Specify = al T- IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. Q New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanita Permit was previously issued- Permit## _ Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Ea Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground 42 ❑ Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2, ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PROPOSED (sq. ft.) (Gals /day /sq. ft.) (Min. /inch) ELEVATION Feet YtJ Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New istin Gallons Tanks Manufacturer's Name C oncrete Con- Steel glass Plastic App Tanks 1 Tanks structed Septic Tank 2tftgjW I Lift Pump Tank/S' fo , , ;,,.,.w El I El n Vlll. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber' Signatur : (No Stamps) MP! Business Phone Number: �. ;F" Plumber's Address (StreetCity, State, Zip Code). J.°a • a °::tom ", 1 f � .T w } 14 IX. COUN IDEPAR-TMENT USE ONLY sapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No Ste SucchargeEee)_ - » - �. Approvedw Owner Given Initial o-�,,,_ ,,._.,....- .•- ••--- ---- - -____. �--°•- -..- - „ a Adverse Determination,-- •-�--- X. CONDITIONS OF APPROVAL /REASONS FOR DISAPPROVAL: � .. -�.,.� �v _ �[_ � �- .. - -', ,;._.,- ^'�'�..1' `t __ s .� -' �— _. ..... ("ti`� �. r _ i...�t . � .. L• _ r k. !,L.. a._f..r r'f - } ` ' - r . SBD -6398 (formerly Pib -67) (R. 11/88) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber i e ` °= uc3 \0 d Im �S :3 �. w � Q J b J Y WW d Z a S� +°' o a a 0 0' o 0rc i v f F� FLL l�lp T r Np WF WF-p ~ N W1 y U < u 1F F- 2� • °' %•• � J �r L. i a O z yy,J� pp q p V_ Na ¢ 8 H • a S g N (9W z p W O . 1 W (7 �a5 • 4'a Nth w �.a3 pp ~��� y •'E d ry S Zp�O y���F N FN `') 3 w a z 0 > W Q Q z N W W F o�c ° O J m K ti A W Q <c9� d a Q•B" d W ^ ~ j31•Bp V x K x W N W Z O W W N nm � a N z N Z {{ V /�/ a. N N � ,,, a m � •• . CN& N 1� d ` 1 ri W ;L NMI; I; Q §jAgw o o Wo zz a V o a- N N ��a�a a .. W .. d ♦i v ui , u (u J 1 a N 1-1 U r