Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
261-7000-13-001 13-1
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No. 430350 0 GENERAL INFORMATION - (ATTACH I& TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: X City Village Township Parcel Tax No: Ba lien, Gary I City of New Richmond 261- 7000 -13 -001 CST BM Elev: Insp. BM Elev: BM Description: nn Section/Town /Range /Map No: /J() 1 8 yv\, 5 h 24.31.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer 'S.`J!j i T 19 Holding St/Ht Inlet 9s.s SVHt Outlet TANK SETBACK INFORMATION (p Zb q TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet \ Septic 114 :5 l 1 5 Dt Bottom �> a ,. Dosing Header /Man. \ Aeration Dist. Pipe \ i Holding Bot. System q PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand St Cover �f GPM odel Number T Friction Loss em Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DI ENSIGNS No. f Pits Inside ia. Liq 'dam Depth DIMENSIONS - 3 7 V em'131� — 4 - - 1 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer ` INFORMATION CHAMBER OR L t Type Of System: � f UNIT Model Numb o,n��} o A 5 I I t DISTRIBUTION SYSTEM Q ( " !o� Header /Manifold Distribution x o Size x Hole S acing Vent Air Intake \ Pipe(s) `� \ Length � Dia Length \pia - Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over N Depth Over xx Depth of 1 xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges To Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: 4 6 / / O Inspection #2: Location: 13 -1 W Hanger Rpad New Richmond, WI 54017 (NW 1/4 SW 1/4 24 T31 N R18W) New Ricimond Airport Lot Parcel No: 24.31.18. 1.) Alt BM Description= 2.) Bldg sewer length = /6 :-� 6oJ.— LO ii boo Je �� 7 oA - amount of cover = ZO ysc ra Plan revision Required? j Yes No -7� Use other side for additional information. � / SBD - 6710 (R.3/97) Date s Si ature Cert. No. Safety and Buildings Division County N visconsin 201 W. Washington Ave., P.O. Box 7162 � . Cr j x Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Dep artment of Commerce (608) 266 -3151 Sanitary Permit Application * State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide SJ(0 v Iri s lo may be used for secondary purposes Priv Project Address (if different than mailing address) 1. Application Information - Please Print All Inform2ti Dn P4f * a (0 l _ , 0O - r'3 ^ oo / 3 -I W. AocP Property Owner's Name AUG 2 7 2003 Parcel # Lot 4 Block d Property O er's M V g Address Property Location 3 � G t 0a L ZONING OFFICE City, State Zip Code Phone Number'�a S� %., Section . T / nu� T ' 3 - �77X (�t%O r��- �o(cQp ircle one) C.L /1 / T . R Ia- Fpw W U. Type of Building (check all that apply) El or 2 Family Dwelling - Number of Bedrooms / S J ubdivi p sion Name CSM Number lic/Commercial - Describe .Use ?I'i ✓a.-4C Qily Iatnl A a ry4' - - 'r ems^ I � Y G�� ¢ I - l ❑ State Owned - Describe Use OCSt� [[�� V illage To ship of Inet.0 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' few System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New last Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS stem: Check all that apply) ` iKon - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized ]n- Ground ❑ ding Tank El Peat Filter ❑ Aerobic Treatment Unit 11 Recirculating Sand Filter El Recirculating Synthetic Media Filter ❑ Leaching6amber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Propo t'o 'o - ; wws -t 1. ( StA EX5,¢= /a%.(,O $anq. E77 Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) lVispersal Area Proposed (at) em, lob• d o w ds.F /So?. /S t /86.60 rem -7,6D VI. Tank Info Capacity in Total Number Amarlufacturer Prefib Site Steel Fiber Plastic Gallons Gallons of Units {p IQ' - too . ` Concrete Constructed Glass New Existing J Tanks Tanks Scptic or Holding Tank s.Q SQ W% e sft - ylc.. 1.- Aerobic Treatment Unit Dosing Chamber / s VII. Responsibili Statement - 1, the undersigned, assum responsibility for insta llation of the VIVvis shown on th ched plans. Plumber's Name (Print) Plumber'g 'gnat MPIMPRS N B uAriess Phone Number Plumber's Address (Street, City, State, Code) a 7 6 ,4.1 D sseo V11L Coun /De artment Use Onl Approved Disapproved Sanitary Pernnit Fee includes Groundwater Date Issued �Jlssuing A ent Signature (N tamps) VVAAJ Surcharge Fee) El Owner Given Reason for Denial IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintaint�d as per management plan provided by plumbed 2. All setback requirements must be maintained as per applicable code /ordinances. ; VAC.2 (�_ A complete plans 1. the County only) for the system oa paper ant k. [.a 8r e in siu 3� N Y���A� b2 c J �'�' � (th( �o �ftr g 1 ,,, ' t oQ.t� �'D Sy C6Q� ,:1�., J SBD - 6398 (R. 01/03) o t�, reo - 414 pjl r 6p cAt o, ff 0 e Sca /e. Proposcd d,• sperSa /ct /( Arr -K no q,,�o,-ec;all 13 .v 'Ila tv¢►t Slop< titre T '/ o 5ys6em a��ct. r,nef a� � c � ded. p ro lt• �S.r ,: dof. 1-d El = 99. P fawn Kw/ � e - c� e4)utrr6 Safety and Buildings r A 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 r TDD #: (608) 264 -8777 erc isconsin www ww ons .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 22, 2003 CUST ID No.225036 ATTN. POWTS Inspector ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/22/2005 Identification Numbers Transaction ID No. 896982 SITE• Site ID No. 663311 Gary Baglien Airplane Hanger #13 -1 Please refer to both identification numbers, West Hanger Rd above, in all correspondence with the agency. City of New Richmond St Croix County SWIA, SWl /4, S24, T31N, R18W FOR: Description: Commercial Non - pressurized In- ground POWTS - 107 gpd Object Type: POWT System Regulated Object ID No.: 915563 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "In- ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10705 -P (N.01 /01). • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • The plumbing for this project discharges to a private sewage system. The approval covers only domestic /sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes, including those combined with domestic /sanitary wastes. • 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. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. co MICHAEL P MC DONELL Page 2 8/22/03 Conditions of Approval Continued: • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - 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. Owner Responsibilities: • Comm 83.52(1)(a) - 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. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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 per Comm 83.55, that is 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 Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us W iS" 44: 1633' cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 RECEIVED , Jut- SAFETY & BLDDS DIV. NON - RESIDENTIAL SYSTEM DESIGN Conventional system INDEX AND TITLE SHEET Project: Gary Baglien Airplane Hanger Owner: Gary Baglien Address: 319 Kiyuga Way Loudon, TN 37774 Legal Description: NW1 /4 SW1 /4, Sec. 24, T31N, R18W. Township: City of New Richmond County: St. Croix Subdivision Name: N.R. Airport Lot No.: 13 -1 Parcel ID Number: 261- 7000 -13 -001 Plan Transaction Number: Index and title sheet Page 1 System sizing calculations Page 2 System cross section Page 3 Site plan Page 4 System Management Plan Page 5 Attached soil evaluation report Page 6 Designer Mike McDonell License Number: 225036 c Signature Phone No.: (715) 386 -8692 Date July 29, 2003 k 4 L21?t:k;` }�•Yi Y r.. id u:�Llth'.75 System Design Calculations JOB DESCRIPTION: Conventional POWTS to serve restroom in private Airplane hanger. Private use by owner only — no public, retail or commercial use proposed. Two occupants, one floor drain, one lavatory, one toilet, one shower. ABSORPTION AREA SIZING: 1. Design wastewater flow: 106 5�d (2 occupants) (13 gal. /occupant) = 26.00 Gpd (2 showers/day)(10 gal. /shower) = 20.00 Gpd (1 floor drain)(25 gal. /drain) = 25 00 Gpd Estimated wastewater flow = 71.00 Gpd (71 Gpd estimated wastewater flow)(150% conversion factor) = 106.50 Gpd Design Flow 2. Existing grade elevation: 99 80' at B - 3. Depth to limiting factor: >94 (elev. = 92.80') 4. Proposed system elev.: 97 00' 5. Infiltrative capacity of soil at or within 36" of system elevation = 0 7 /-,n ft 6. Absorption area required: 159 15-s = ft 106.5 Gpd design flow / 0.7 Gpd = 152.15 sq. ft. 11" Standard Bio Diffuser leaching chamber EISA per chamber = 31.10sq.ft. 152.15 sq. ft. / 3 1. 10 = 4.89 chambers required 7. Absorption area proposed: 186 60 sq ft 6 chambers X 3 1. 10 sq. ft per chamber = 186_ 60—q ft Number of trenches J @ 6 Bin Diffuser units = 6 units tntal trench width (A) 3451" trench length (B) 37.26' SEPTIC TANK CAPACITY: 1. Design wastewater flow = 71 Gpd @ 150% = 106.50 Gpd 2. Minimum required capacity: 643.60 CTallons (106.50) + (11.61 x 2* x 4.60) + (46.77 x 2* x 4.60) *(Requires a two year maintenance cycle) 3. Proposed Capacity & Manufacturer: 750 gal Wieser Concrete I U � � ne Sca /e � J , A (1. __r t r� r A )v U � a � I U c� j I a � � n � 3�6 ■ 5oi/ a ✓a /ua•�'or, �� E ♦ /edafior� Propo sad d; s psrsa / cc // Q�- 3'X 37. Su3Th G C'a le- 8!o D; �aSer lea ✓10 IlangZr We 510Pt tA rocc�4 0 5yS „ aeea. Al( eAed:. 1 619.Co, 9 ex c ee.d ed. �t. P�oPoSed 8.r ao , c � ccP Aso -MR .54P -6-c 99. P"?' fci» Kw/ bo-&e IA -/ U e4Frluer,-6 Conventional Septic System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General Fhe conventional septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD- 10567 -P (R.6/99). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Septic Tank The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 28 1.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. 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 irom its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes 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, detective. 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 into the tank. No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis, Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surtace �0hin the system and will promote frost penetration during cold weather months. Cold weather installations (October - February) dictate that the system be heavily mulched for frost protection. Intluent quality into the system may not exceed 220mg/L BOD5, 150 MG /L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the o Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contingeney Plan It the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary or by installing a new soil absorption cell to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to installing plumber Mike:.MoD.onell at,(715) 248 -7767, or the St. Croix County Zoning Department. I��. To�� 1702 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 2 - Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/ County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and -- percent slope, scale or dimemsions, north now, and location and distance ' earest road. Parcel I.D. J 261- 700013 -001 Please pr" atio l Reviewed By Date Personal information you provide may me used l Law, Property Owner ro L � Gary Baglien 5 Govt. o W 1/4 SW 1/4 S 24 T 31 N R 18 W Property Owner's Mailing Address Lot B k # Subd. Name or CSM# 319 Kiyuga Way ST. C OIx COUNT 13 -1 New Richmond Airport City State[ zip Cc4Q4NR�ri b€r City jjj Village i J Town Nearest Road Loudon I TN 1 37774 1 865 - 458 -6606 New Richmond West Hanger Road ✓—I New Construction Use: Residential / Number of bedrooms Code derived design flow rate 106 GPD I Replacement N Public or commercial - Describe: Private airplane hanger Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Install one trench using 6 Bio- Diffuser leach chambers at sytem elevation = 97.00'. Boring # J Boring 1/ Pit Ground Surface elev. 99.80 ft. Depth to limiting factor >84" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -5 1 Oyr4/3 none Is fill Osg mvfr as - na na ' 2 5 -13 1 Oyr3/2 none sil 1 medpl mfr as - 0.2 0.3 3 13 -20 1Oyr5/4 none sil 2fsbk mfr as - 0.5 0.8 4 20 -31 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 31-84 10yr5/6 none strata Osg ml - - 0.7 1.2 F2 ] Bi # Boring 16 Pit Ground Surface eiev. 99.71 ft. Depth to limiting factor _ >86" in• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-4 1 Oyr4/3 none Is fill Osg mvfr as - na na 2 4 -15 1 Oyr32 none sil 1 medpl mfr as - 0.2 0.3 3 15 -21 10yr5/4 none sil 2fsbk mfr as - 0.5 0.8 4 21 -28 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 28-86 1Oyr5/6 none strat.s Osg ml - - 0.7 1.2 I ' Effluent #1 = BOD ? 30 < 220 mg/L nd TSS >30 150 mg/L *Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 7282003 715- 248 -7767 AUG -22 -2003 01:40 PM A.C.E. Soil & Site Eval. 715 248 7764 P.04 property owner gn Bet�Ner1 Parow l0 a 261- 700013 -001 Peps 2 of , 2 IE M P� Ground Surfsos ekv. 99.74 R. Depth to MrOV feeler >84" In. $oil Application Rob Horiaon Domilmnt Color Redox Doeod *m Texture Sfruckn Canaisknoe B=KWY Raub apnff In. Munfid flu. 8z. CoM. Odor Gr. Sz. Sh. •Eff$1 •EfN2 1 0-5 I Oyr4l3 none Is f!o ON mvtr as - na no 2 5`11 10yrw none so lmedpl mfr as - 0.2 0.3 3 11 -19 10yr5/4 none d 2fsbk mtr w - 0 -5 0.8 4 19-28 7.5yr4A3 � none Is 099 ml ca - 0.7 1.2 5 29-84 10yr5M none t=t mt.s 089 ml - - 01 1.2 Soil pit #6 evaluated 9/22M to confnm soil conetat wcy tlnaOW sytem area. F - I g Pit Ground Surface a lev. _.. _ R Depth to IM&V f*C .... ... in. Soil Applation Rate }bim Deplh Don*wIt Color Redw ' ion Texture Stnlelure Consistence Boundary — Roots amfir in. Murweil Om. Sz. Cont. Color Or. Sz Sh. •EM 'Efw El / A � _ f Depth to WW" factor In. Pit Ground Surface elev..- .. Sai Application Rate f= Deplh Dominant Redox Description Texture Struclure Consistence Flowdiuy Roofs GPON in. MUMOB Qu. Sz. Cwt, Color Gr. Sz, Sh "EfM 'EfW EMxnt /1 = SOD t 30 c 220 mglL and TSS y30 c 150 rot • Ef luant 82 ■ BOD nlylL dnd TSS < mg/L The Dcpartmont of Commerce is an cquel opportunity service provider and employer. If you need asaistatoe to wows servic= or ncod material in an alternate format, gloaee contact the devartrncnt at 605- 266 -3151 or TTY 608 - 264 -8777. AUG -22 -2003 01:42 PM A.C.E. Soil & Site Eval. 715 248 7764 P.01 r R 6 S N I Ca Ae I �d ,(�, Ar�p /ant EXi:s�.t►, 14 4 Well 5y 4 ca , �I X� ° ed, ►E. $, : 13 ottv►r, o S;al;nj. Clew = R f7' t ►' 1702 J Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St Crob( include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 261- 700013 -001 Please print all information. R By Personal information you pwKle moY be used for secondary tt (PWWV Law, s. 15.04 (1) (m)). j 3 Property Owner Property Location Gary Baglien Govt. Lot SW 19 SW 1/4 S 24 T 31 N R 18 W Property Owner's Mailing Addres� , Lot # Block # I Subd. Name or CSM# 319 Kiyuga Way 13 New Richmond Airport City Sate Zip Code Phone Number City . j Village A Town Nearest Road Loudon I tN 37774 865-45$ -M, 6 New Richmond I West Hanger Road jO New Construction Use: Residential / Number of bedrooms Code derived design flow rate 106 GPD Replacement jo Public or commercial - Describe: Private airplane hanger Parent material Glacial outvvmh Flood plain elevation, if applicable na General comments and recommendations: Install one trench using 6 Bio- Diffuser leach chambers at sytem elevation = 97.00'. goring # Boring Pit Ground Surface elev. 99.80 ff. Sod Application Rate Depth to limiting factor � in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cod. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-5 10yr4/3 none Is fill Osg mvfr as - na na 2 5-13 10yr3/2 none sil 1 met mfr as - 0.2 0.3 3 13 -20 1Oyr5 /4 none sit 2fsbk mfr as - 0.5 0.8 4 20-31 7.5yr4/6 none Is Osg ml Cs - 0.7 1.2 5 31-84 10yr5/6 none strata Osg ml - - 0.7 1.2 .a 69. a Borin # Boring 0,1 Pit Ground Surface elev. 99.71 ft. Depth to limiting factor X86 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Mi ndary Roots GPD/fl in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Effff1 I 'E 1 0-4 1 Oyr4/3 none Is fill Osg mvfr as - na na 2 4-15 1 Oyr3/2 none sit 1 medpi mfr as - 0.2 0.3 3 15-21 1Oyr5/4 none sit 2fsbk mfr as - 0.5 0.8 4 21 -28 7.5yr4/6 none Is Osg ml Cs - 0.7 1.2 5 28-86 1Oyr5/6 none strat.s Osg ml - - 0.7 1.2 Effluent #1 = BOD ? 30 < 220 mg/L TSS >30 150 mg/L " Effluent #2 = BOD - 30 mg/l. and TSS < rng/L CST Name (Please Print) CST Number James K. Thompson Sig re: �. Number 3602 Address A.C.E. Sod & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson take Lane, Osceola, Wl 54020 728/2003 715- 248 -7767 ♦ 061 S C.a 8� ■ Airplane ho Q�Prec ; alp /e Ilang2r W e � f Slops ,r4 4 ■ / -/ 0 *A 3 S2�6ac�'s nq , ssuwtcd wie v— excarded. 99. J 7" Property owner Gary Baglien parcel ID # 261- 700013 -001 Page 2 of 2 F Bori ] ng On g # 99.74 ft. Depth to limiting facor >84" in. Pit Ground Surface elev. t Sal Application Rate Horizon Depth Dominant Color Redox Descroon Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 1 Oyr4/3 none Is fill Osg mvfr as - na na 2 5-11 1 Oyr32 none sil 1 medpl mfr as - 0.2 0.3 3 11 -19 1Oyr5 /4 none sil 2fsbk mfr as - 0.5 0.8 4 19 -28 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 28-84 1Oyr5/6 none s ml - - 0.7 1.2 t Soil pit #3 evaluated 8/22/03 to confirm soil consistency thro bout sytem area. 3�• F-I Boring # Pit round Surface elev. ft. Depth to ' iti in. Soil Application Rate Horizon Depth Dominant Color Redox Description exture t r lc:hrubluw Con tence Boundary Roots QPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 S V CROI ONING OFFICE F Boring # .� Bourg Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Applicator Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. ♦ �leda fIo n 'T ran a e- 61 kr,olane well S lopL rein 1.3 -1 o 13e.nch q : Qo ,��41( Go.r,�,.83 S�tbac -�'s ^.leV_�s �c�.00.su►ncd 9 W1 t k or ex r-v- e 99. f?' �. 3�3 BioDif fuser Specifications 1: 1 i I 76 A F a *e u ` DD OO DO OO DD OD DO OO DO Ol DD OO OO 00 OO OD DO OD Chamber OD OO OD DO DD 00 OD DO DD Height 5 A , OD DO OD OO DD OD OD OO DO r��r�° �0 �O OD OO OD OD OD DO DO t o0 00 00 00 r �o oa o0 oQ '' �M oo oo c� oo � 0 00 00 00 00 Chamber Height End View w 34 4' Knockout Universal End Cap Available Sizes q p Width 34" He�9h �4" 16 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 6'a"--y Mailing Address .3/2 •aa ( v -badcn - ra 377Zf Property Address Anger /3 --� �e��o'ne� �Y,(b✓� (Verification required from Planning Department for new construction) City /State tl e4,Jk - c TYln!� t.04 Parcel Identification Number a &/ LEGAL DESCRIPTION Property Location /IW '/4, .5(A) '/4, Sec. 2 T 3( N - R / W, Town of Subdivision 17 e. "e w r,vncl %n 0o - t , Lot # Certified Survey Map ,# V olume A 4- , Page # AA- %u ants Deeds a Vo ume AA - , Page # rl f?�G2+ e If house ❑yes Lot lines identifiable Beres ❑ no SYSTEM MAINTENANCE 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. The property owner agrees to submit to St. Croix 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 Commerce 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 Zoning Office within 30 days the three year exp' tion date. O&A Q 0 15"L . 8 / / o -S X SIGNA OF APPL 'ANT X DATE OWNER CERTIFICATION I (we) 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 pr described abov by virtue of a warranty deed recorded in Register of Deeds Office. B 64� 8 / / 03 SIGNA F APPLI DATE * * * * ** An ormation that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed . -• .�,.,�. �u� HI KruK 1 7152469023 P.02 f HANGAR AREA LEASE T141S AGREEMENT, made and entered into on the date indicated below by and between the City of New Richmond, State of Wisconsin, a municipal corporation, hereinafter called the Lessor, and Gary Baglien and game the Lessee, la Baghen, hereinafter called WITNESSETH: WHEREAS, the Lessor owns and operates an airport known as the New Richmond Municipal Airport and said Lessee is desirous of leasing from the Lessor a certain parcel of land on the said airport, hereinafter more fully described, for the purpose Of: aircraft storage WHEREAS, the i.essee will use the below described profez•ty for the purpose of storing aircraft and shall conduct only such aircraft maintenance on its own aircraft as performed by the Lessee or by regular employees of the Lesscc. NOW, THEREFORE, for and in consideration of the rental charges, covenants, and agreements herein contained, the Lessee does hereby hire, take and lease from the Lessor and the Lessor does hereby grant, demise, and lease unto the Lessee the followin conditions: g Premised, rights, and easements on and to the airport upon the following terms and I. Propert Descri Lion: I,ot 13, Row 1 of the Airport Layout Plan - New Richmond Municipal Airport. Leased Property equals 5,600 square feet 2. Han &ar C.onstruction The Lessee shall have the right to erect, maintain and Alter buildings or structures upon said tcmis p e5 providing such buildings or structures conform to the applicable requirements orthe Wisconsin Department of Industry, Labor & I-luman Relations and pertinent provision~ of any local ordinances in effect. All plans for such buildings or structures shall be reviewed and approved in writing by the Lessor prior to construction. 3. Terms: The term of this lease shall he for a maximum often (10) years commencing on July 1, 2000 and ending on June 30, 2010. r 4• Rent The Lessee agrees to pa to the Lessor for the use of the premises, rights, and easements herein described, a yearly rental often (1Q) aerlts per square foot for the land leased, for a total annual charge of $560.00, payable on July 1 annually, It is understood and agreed that the rental rate herein specified shall be subject to re. examination and readjustment at the end of each three year period of this lease, provided reasonablle. . that any read' lustmcnt of said present rates, or as same may be amended hereafter, shalI be 5. Non - Exclus 1j, 7•he Lessee shall have the right to the non - exclusive use, in common with others, of the airport parking areas, appurtenances and improvements thereon; the right to install, operate, maintain and store, subject to the approval of the Lessor in the interests of safety and convenience of all concerned, all equipment necessary for the safe hangaring oftlle Lessee's aircraft, the right of ingress to and egress from the demised premises, which right shall extend to the Lessee's employees, guest , S and patrons; the right, in common with others authorized to do so, to use common areas of the airport, including runways, taxiways, aprons, roadways, and other conveniences for the take -off, flying and landing, of aircraft. 6. taws and Regulatio 3 : The Lessee agrees to observe and obey during the term of this lease ai) laws, ordinances, rules and regulations pronlulgated and enforced by the Lessor, and by other proper authority having jurisdiction over the conduct of operations at the airport. 7. Ilold_.Harmlcs The Lessee agrees to hold the Lessor free and harmless from loss from each and every claim and demand of whatever nature made upon the behalf of or by any person or persons for any wrongful act or omission on the part or the Lessee, his agents or employees, and from all lass or damages by reason of such acts or omissions. B. insinsurancc The Lessee agrees that he will deposit with the Lessor a policy of comprehensive liability insurance upon 90 days written notice frorn the Lessor. 9. Maintenance o Premises The Lessee shall maintain the structure; occupied by hire and the surrounding land premises in good order and make repairs as necessa ry, No outside storage shall be permitted except with the written approval of the Airport Commission. In the event of fire or any other casualty to structures owned by the Lessee, the Lessee shall either repair or replace the leased area to its original condition; such action must be accornplished within 120 clays of the date the damage occurred. Upon petition by the Lessee, the Lessor may grant an extension of time if it appears such extension is warranted. 10. Ri ht to Insp ect; The l ,essor reserves the right to enter upon the premiscs at any reasonable time for the purpose of making any inspection it may deem expedient to the proper enforcement of any of the covenants or conditions of this agreement. 2 11. Taxes The Lessee shall pay all taxes or assessments that may be levied against the personal property of the Lessee or the buildings which he may erect on lands leased exclusively to him. 12. S &s : The Lessee agrees that no signs or advertising matter be erected without the consent of the Lessor. 13. Default, The Lessee shall be deemed in default upon: a vi h' a due a. Failure to p ay rent � t ul 30 days after d date; b. The filing of a petition under Federal Bankruptcy Act or any amendment thereto including a petition for reorganization or an arrangement; c. The commencement of a proceeding for dissolution or for the appointment of a receiver; d. The making of an assignment for the bencflt of creditors without the prior written consent of the Lessor; e. Violation of any restrictions in this lease, or failure to keep any of its covenants after written notice to cease Such violation and failure to correct Such violation within thirty days. Default by the Lessee shall authorize the Lessor, at its option and without legal proceedings, to declare this lease void, cancel the same, and re -enter and take possession of the premises. 14. Ti&: Title to the buildings erected by the Lessee shall remain with the Lessee and shall be transferable, Upon termination of this lease, the Lessee may, at the option of the Lessor, remove the buildings, all equipment and property therein and restore the leased property to its original condition. 1 5. Snow Removal The Lessor agrees to provide NO snow removal services to the Lessee's leased premises in the h angar area. 16. Lease 7'rander The Lessee may not, at dray time during the time of this base, assign, hypothecate or transfer this agreement or any interest therein, without the consent of the Lessor. 3 17. import Development The Lessor reserves the right to further develop or improve the landing area of the airport as it sees fit, regardless of the desires or view of the Lessee, and without interference or hindrance, if the development of the airport requires the relocation ofthe Lessee, the Lessor agrees to provide a compatible location and agrees to relocate all buildings or,provid1c similar facilities for the Lessee at no cost to the Lessee. 18. Subordination C lause : This lease shall he subordinate to the provisions of any existing or future agreement between the Lessor and the United Staters or the State of Wisconsin relative to the operation or maintenance of the airlxmt�t., the execution of which has been or may be required as a condition precedent to the expenditure of federal or stated funds for the development or the airport. Furthermore, this lease i uy be amended to include provisions required by these agreements with the United States or the Stated of Wisconsin. 19. Arbitration Any controversy or claim aris out of or r elating to this lease or any alleged breach thereof, which cannot be settled between the parties, shall be settled by arbitration in accordance with the rule~ of the American Arbitration Association, and judgment upon the dispute rendcred by the arbitrator(s) shall be final and binding; on the parties, 20. Floor Height The Lessee agrees to erect a building on the leased premises with a minimum finished floor height at least six (6) inches above the finished grade of the taxilane nearest the front of the building, 21. Taxiway A ccess : The Lessee is prohibited from operating automobiles on runways or main taxiways. 22, grin : Automobile parking must he on the leased premises or on designated areas of the airport, 4 r. ar} w s IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this 1+1- day of St. Croix County, Wisconsin. in the City of New Richmond, LESSOR: r. w Airport Manager, Mike Demulling LESSEE: Clary Bag ' 5 M ` 1 4 C �• CO p O� c � x in G� PC N � � v z° > C=r d � L � 3 L 3 4 ' c L C N U O zo O N a (Q � O1 Y C_ U 3 � +� c ° C ca � .= L a E � U Rf `L t g 0 cc N O N o. L CD m 3 0 IOU W x o y— cm z $ c c w C ( _ a x S 0 C ca O N t0 'O $ $ < C Q �- 3 U N N 4) H N 3 !� Y (a N m 2 y > O O w N it m U V 3 O o cm F Co N R L cc lz Q � ZQ Q V RE Safety and Buildings • CCf� C n 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 [��� a www.commerce.statemi.us /sb Visconsin go 3 www.wisconsin.gov Department of Commerce ST. CROI ' ZONING COI•j�TY Jim Doyle, Governor IC Cory L. Nettles, Secretary November 12, 2003 CUST ID No. 910388 ATTN: POWTSInspector GARY BAGLIEN ZONING OFFICE 319 KIYGA WAY ST CROIX COUNTY SPIA LOUDON, TN 37774 1101 CARMICHAEL RD HUDSON WI 54016 APPROVAL OF PETITION FOR VARIANCE Identification Numbers Transaction ID No. 941065 SITE: Site ID No. 168375 Gary Baglien Airplane Hanger #13 -1 Please refer to hnth identification numbers, West Hanger Road indence with the agency. City of New Richmond f \ St Croix County l)i`l A VvV1i;�" 1 NW1 /4, SW1 /4, S24, T3 IN, R18W 1 l FOR: Petition for Variance to Comm 83.43(8)(i), Wis. Ad The submittal described above has been reviewed for equival U iistrative Codes and compliance with Wisconsin Statutes. The submittal has been the owner, as defined in section 101.01(10), Wisconsin Statutes, is responsime for compliance with all conditions of this petition approval and other applicable code requirements. Plan submittal and approval to the department or its agent may be necessary prior to construction undertaken per this petition. Your Petition for Variance of code section noted above has been reviewed. The code section petitioned requires that POWTS treatment, holding and dispersal components shall be located so as to provide the minimum horizontal setback distances as outlined in Table Comm 83.43 -1, Wis. Adm. Code. The variance requested is to allow a Non - pressurized In- ground POWTS to be located approximately 5 feet from an existing airplane hanger. The intent of the code section petitioned is to provide the minimum horizontal setback distances as outlined in table 83.43 -1 as safety factors for public health, waters of the state and structures in the event of component failure. The petitioner submitted the SB -9890 application form including 7 additional pages of supporting documents and/or plans. Reviewer's Comments: 1. The original POWTS plan for hanger number 13 -1 was approved on August 22, 2003 under Transaction ID No. 896982. The approval was initially approved in compliance with all Comm 83 setbacks requirements. 2. Circumstances have developed making it necessary to amend the original approval. The reduced setback request is to allow additional space for construction of a second building. Reducing the setback will also help minimizing the possibility of damage to the approved POWTS site. 3. The proposed system elevation is deep enough to benefit from soil texture and structure that provides soil application rates of .7/1.2 gpd/sf . This should promote vertical movement down through the soil instead of lateral movement of the wastewater towards the building. 4. Based on the precedent established by the previous petitions, this petition for variance is being processed as permitted by Wisconsin Statute s. 101.02(6)(g), and Comm 3. Departmental Action: CONDITIONAL APPROVAL • GARY BAGLIEN Page 2 11/12/03 Reviewer's Conditions of Approval: • If the building is constructed after the system is installed, the POWTS must be fully protected from being damaged during the construction of the proposed airplane hanger. • A copy of this and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. • All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. This variance is specific to the subject petition and cannot be used for any additional modifications. This decision will become final unless the department within 30 days from the date of this letter receives a written request for a hearing. A request for hearing should be sent to the address shown on this letterhead. A copy of this letter must be included with the request for a hearing. The request for hearing should state the reasons for objecting to the department's decision, because a request for hearing may be denied if it does not present a significant question in fact, law or policy. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 225.00 Fee Received $ 225.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm WiSMART code: 7633 jswim@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 James Thompson e T P � Eki) DEPARTMENT OF CWMERCE DIVISM14 OF SAFETY AND BUILDINGS 4 , S E I E roe R�sl� �rvc>= Non- residential System Design Conventional system INDEX AND TITLE SHEET Project: Gary Baglien airplane hanger Owner: Gary Baglien Address: 319 Kiyga Way Loudon, TN 37774 Legal Description: NW /4SW1/4, Sec. 24, T31N, R18W. City: New Richmond County: St.Croix Subdivision Name: New Richmond Municipal airport Lot No.: 13 -1 Parcel ID Number: 261 - 700013 -001 - Plan Transaction Number: Index and title sheet Page 1 SBD -9890 Application for variance Page 2 Variance description & justification Page 3 Site plan Page 4 Approval letter, previous petition Page 5 Approval letter, previously approved design Page 6 Designer Mike McDonell License Number 225036 Signature ^ Phone No. (715) 386 Date ', May 23, 2000 APPLICATION FOR REVIEW �.s�nslr� PETITION FOR VARIANCE berwtm ttofComma— - Complete all pages - Safety & Buildings Division This page may be utilized for fax appointments Bureau of Integrated Services Complete and indicate date plans will be in our office 1. Facility Information Complete for confirmed appointments *: Facility (Building) Name: Transaction ID: Number and Street -t ' 1 3— CS& 114 / i S'i0/7 Previous Related Trans. ID: Commerce Site Number i � ' ' (� kno n), � n �h Appointment Date': _ Legal Description: SLO/fSLAA 52c.. 21 T 3 1 , 4 " Assigned Reviewer: � County of Sf Cr'6 ; )( Assigned Office: ( ity O Village O Town of: [ /C ��c,0 , "Ch // rr+orla/ 'Plans must be received in the office of the appointment no later than 2 working days before the confirmed appointment. NOTE: Personal information you provide may be used for second:ry p urp ses [Privacy Law s. 15.04(1)(m), Slats,) 2. Owner Information 3. D esigner Information Name Designer 4 � cz � 'e lYr l/ Cus��ai ,2�5d 36 i Company Na -e Design Fir 1'1'�" er E. i5e _rd /U"'01S L. G.C. Number and Stree Number and Stree City, State, Zipe ode City, Sta Zip Code /-o do,,. � 3 77 7 c-W La c.J /, 5TgC 26- '9W3 Contact Person Contact Pers Ica r �i e -=J /�r. ?�i o rr► Tee ho e N tuber Fax Number Tel hone Number Fax Number & 4yS8 - (0100 (, ri rt- 7 i S 2 � �'- 77Cv7 4. Plan Review Status _ C3PTan submitted with petition Plan previously review by ❑ Plan will be submitted after petition determination ❑State []Municipality ❑ Requesting revision ❑ Other: - []Approved ❑ Held ❑ Denied Commerce Transaction Number 5. State the code section being petitioned AND the specific condition or issue you are requesting be covered under this petition for variance. mm. 7 5/3(856 S74-eTara.►u�uS aid /i "rn; Ea.�:r�,5. �OwTS d;�per5a/ Cur minir �dy^; ��fa.l �tb4c�t'c�(•sfri�c@ from, b �:(d•� #�be' /o" 6. Reason o y compliance with the-code cannot be attained ithout the variance. Q Second Str"c4L s bc:nG o rnf,ost,d I p - o ✓ide PV 7. j Q�r p'roposed means and rationale of providing equivalent degree of health, safety, or welfare as addressed by the code section p etitioned. L 5 f r. CLtc. C� rY%a.r 4 8. List attachments to be considered as part of the petitioner's statements (i,e., model code sections, test reports, research articles, expert opinion, previously approved variances, pictures, plans, sketches, etc.). plca. i[A S� 5kAACk,crT C 'ovAFaoOrej,14 U--&-e r C �ri0/Iv r�,Uir- , -cJ oti,'+lar,. LYF +br � r a r — 7 r r --- — r T S {__., -, G� E S� n 2� ©rOd 0..r 7 - ✓'a -n S a G'Eirjyi Z. �. � � 9G 9B Z . VERIFICATION BY OWNER - PETITION IS VALID ONLY IF NOTARIZED WITH AFFIXED SEAL AND ACCOMPANIED BY REVIEW FEE (See Section Comm 2.52 for complete fee information) Note: Petitioner must be the owner of the building or system. Tenants, agents, designers, contractors, attorneys, etc., shall not sign petition unless Power of Attorney is submitted with the Petition for Variance Application. G lco being duly sworn, I state as peti ' r that I have read the foregoing petition and I believe Petitioner' Name pe or print) it is true and that I have si ificantownershi rig hts e ub'ect building or project. Peti i er's Signat Subscribed and Notary ublic My commission expires I sworn to before me on this date /o ZQ CQ3 Complete er side fo ariance requests from Comm 20 -25 and C 50 -64 MAKE CHECKS PAYABLE TO DEPT. OF COMMERCE TOTAL AMOUNT DUE $ Attach check h SBD -9890 (R.7 /00) JOB DESCRIPTION AND VARIANCE JUSTIFICATION A previously approved conventional POWTS (transaction #896982) installation is being proposed for an existing airplane hanger. Shortly after approvals were obtained it was learned that another hanger is proposed for construction 20' from the existing hanger. The 20' separation between the buildings will not allow the installation of the POWTS while maintaining a 10' setback from each building as required by Comm. 83.43(8)(i). To accommodate location of proposed hanger, we propose to install dispersal cell at 5.0' from existing hanger (12' from proposed hanger). Replacement system is to be installed 1.0' below proposed system elevation if & when necessary. Code section petitioned: 1) Comm. 83.43(8)(i), Table 83.43 -1, Horizontal setback requirements. POWTS treatment component to building to be > -10'. The intent of the code requirement is to prevent structural damage to the building during system construction, to prevent damage to the structure in the event of a future collapse or failure, and to prevent system effluent discharge from flowing under or into the structure. RATIONAL FOR APPROVAL: 1. The existing hanger is of post and beam construction with posts set on footings located 54" below existing grade. The proposed system will be installed at an elevation of 97.00', or approximately 34" below grade. System elevation is approximately 20" higher than footing elevation, installation will not disturb or otherwise affect building footings. 2. POWTS dispersal cell will be constructed one chamber length at a time. Trench will be back6lled as chambers are set, preventing collapse of trench sidewalls and eliminating possibility of undermining structure. 3. Existing floor within building is 4" reinforced concrete, which will withstand undermining should any occur. 4. Soil loading rate at system elevation and 50.4" below system elevation = 0.7/1.2 gpd/sq. ft., indicating that effluent flow will be vertical and not horizontal, preventing seepage into or under the structure. 5. Precedent established by previously approved petitions within the same location — New Richmond Municipal Airport — Jon Cumpton airplane hanger, transaction ID #641481, approval date May 21, 2001. 6. Petitions for variance may be approved as permitted by Wisconsin Statute s. 101.02(6)(g). ® 5oi/ e�a�cca"Ea., d pi E 5 ca t2 . Trnc R-0,poseal ck*pt'-S& /Q If Q-E 3'X 37.5"a6 6 Ks-c- led Cl�a.r► bens, t/ fro to A ;��ol E Xi % no qPP ,-eei"l i.a„� a,.- ,r,� a 'ger Wet( 0 5YS666 -) ,3e,,�►, nq Ba A 1( eO miY►. 83 Sa�('s e.lev:`3 /tJ�.dosumcd 9 p�opose.d ��es�i�' nc. 1�. B. daftun,o�' wLA S:d�,, " Cleo = 49. 1'7` fa„ Kw/ �. e 1 A -icy c� e 4/u er+6 4 w a-& ou'e &. lUi hL'll U0 :UJ Ydl l ib 46 40 6 J Sl Clll Co 40NINC; iuui Wet an Wet/ a d B wild In s N 106 9 5 N i�tNeH Rt)q r U HAYWAR W U 1 C ."4843 TDD #: (808) 264.87'77 Depertment of CommerCe W *N- commeroe .atate.w(.Ue/sb www *sconsin.gov Scott McCallum, GavE ello • \r' May 21, 2001 Brenda J. Blanchard, Secretary � .- OUST ID NO-845, A4 r1777V Pomllvpector 14 10N C U4'VJ?4 ON S c F�c� °~ ZONING OFFICE z� ST CPOIX COUNTY SPIA ROk3PFTS ,k ° I 54 2� f � � 1101 CARMICHAEL RD -� —�--' CONDITIONAL API kI HUDSON WI 54016 PL.41 APPROVAL ,EXPIRES: Identification Numbers `Y TE: E ansaction 1D No. 641481 5; <i0, JON CUMPTON A e R No. 629550 ST t'I;,tw CC Cr, i&TY CITY OF NEW PLANE HANGAR ease refer to both identi 6:40n numbers, AVE FU 200TH ve in all corres ondence with rite a encv, SW1 /4, SWI /4, S2 T31N, R18W FOR: PETITION FOR YA a kNCE To COMM 83.43(1) Your Petirion for Variance of the code sections) noted above has been reviewed. Also required is a m set back from the septic tank to the property line of 2' and from the distribution cell to the property line of 5', The code section petitioned requires a rnirtirnum set back from the septic tank to a building of S' and a a building of l0 minim , , back from the distribution cell to ', u.*� set The Vwiiaice requested is to allow a septic t„rk to b distribution cell to be insC;I.if,d s L V from a building and ]'from the lot line and for a -',turn the building and 1' from the lot Lille. The intent of the code section petitioned is to prevent encroachment onto a net burin propert safety cushion from u,flltration point of a sot! absorption system to prevent seepage t rbelaw a ]dim and collapse, to prevent et}iuent from flowing under the building or shifting of foundation and footings in the event of uild • Based on the precedent established by the previous petitions, this petition for variance is beta roccs: permitted by Wisconsin Statutes. 101,02(6Xg), and Cottim 3, g P ed as • the of the petitioner's statements included on the the variance application form, any other documents submitted to Department and all conditions of approval, if any, listed below shall be carried out. This variance is specific to the subject petition and cannot be used for any additional modifications. Conditions of Approval • The slab floor of the airplane hangar shall be reinforced concrete construction. The below grade founclt #ion of the hangar shall be waterproofed. • The soils below the system elevation allow vertical movement of effluent rather than horizontal flow prev the seepage into or below the building from the distribution cell, entir,; • The property,My need to be sury construction or damage to the neighbor's gropery wetltouttthe of the lot litre. There is to be no en permission of the adjacent owner. This approval does not cover aay part of the soil absorption system or system components. 10/22/03 WED 08 :04 F4LY Tl� 386 X686 ST CRY CO ZONING JON CUMPTON Page 2 5/21 /Ot A copy of the approved puns, specifications and this letter shall be on -site during construction an inspection by authar$ed represcotadves of th De d open to required b the state or the local municipality shall be obtained prior to o a fctors, All C' nsuvction/insta]14onloperution. Pits In o wring this approval the Division of Safety & $uildings reserves the right to require changes or additions conditions arise making them necessary for code compliance. As per state stats 101. 12(2) changes 2 2 , norhirt shall relieve the des' should tgner of the responsibility for designing a sa£e building, stricture, or eotnpon g in this review n Uu u s le tterhead. concerning this correspondence may be made to me at the telephone number !' n tts le listed below, or at the addrtss n Slater*,, DATE RECEJVEb D 0 5 5 FEE .REQUIRED S PATkiCIA L S ORF FI;E RECEIVEF� S POWTS PLAN REVIEWER , PvTEGRA 1�D SERVICES 13ALANCE C)UE S t7 f 5) 634.7 S 10, FAX: (715) 634.5130 , M -F 7;45 AM - 4 :30 PM �a QCaMMERCIr.S�ATE.WI.t1S Make checks PS payable tCOMMERCE. WISMART code: 7633 cc: SHAUt4 k 13JRi� Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TD #: (608) 264 -8777 erc Visconsin www r www .commerce.state.wi.us/sb o .wisonsin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary August 22, 2003 CUST ID No.225036 ATTIC• POWTS Inspector ZONING OFFICE MICHAEL P MC DONELL ST CROIX COUNTY SPIA 1070 HUNTER RIDGE RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/22/2005 Identification Numbers Transaction ID No. 896982 SITE: Site ID No. 663311 Gary Baglien Airplane Hanger #13 -1 Please refer,t6 both "identification numbers, West Hanger Rd'above,-in all correspondence with the agency.; City of New Richmond St Croix County SW1 /4, SW 1/4, S24, T31N, R18W FOR: Description: Commercial Non- pressurized In- ground POWTS - 107 gpd Object Type: POWT System Regulated Object ID No.: 915563 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "In- ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10705 -P (N.01 101). • The leaching chambers must be installed in accordance with the manufacturer's printed instructions, the plan approval and Comm 83, Wis. Adm. Code system sizing criteria. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take. precedence. • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic /holding tank that may be required for this project. See section Comm 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. • The plumbing for this project discharges to a private sewage system. The approval covers only domestic /sanitary wastes directed into this system. The Department of Natural Resources must be contacted regarding the treatment and disposal of all industrial wastes, including those combined with domestic /sanitary w astes. • 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. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. /Y • I .I� u� L`1 �Yaa ` M1C1 -1AEL P MC DONE -L Page 2 8/22/03 Conditions of Approval Continued: • Inspection of the private sewage system installation is required. Arrangements for inspection sliall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • Comm 83.22(7) - 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, Owner Responsibilities: • Comm 83.52(1)(a) - 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. Comm 83.54(1). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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 per Comm 83.55, that is 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 Safety & Buildings 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 to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Gerard M. Swim Balance Due $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm jswim @commerce.state.wi.us WiSMART;code':,-7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 I 1 O i Jessie Nye Subject: McDonnell, Baglien, NR Airport, 430350 Location: City of New Richmond Start: Fri 11/21/2003 9:30 AM End: Fri 11/21/2003 10:00 AM Recurrence: (none) 261- 7000 -13 -001 24.31.18. -- 16 1 l