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261-7000-20-001 20-1
� - 0 ? \ o C , < , ; 3 � /�q \EE7 k � 3 loft) 7 � ki � � O ±ƒ / 7 z f °? 2\ e k m I & q / ƒ 7 \ / \ j 2, � \ _ CD \ . \ \ CD / a s ( S e r / 2 § c ` 7 * \ = t a / E F 2: $ E W 2 & \ § / y 0. 0 ` = E\ 3 / / I , 3 z $ S § « 2 § 7 \ n r (n m f g§ 2\ 9 %§ / CL o o o * \ ' ƒ � ! } A ` ■ ■ ■ < _ : 03 $7 \) \ CD = CD \ / / . §_ w o > z 0 0 2 z > 0 o � cn \ W es' 0 C 3 \ { OIQ 7 2 w » \ k \ } z / � j "o2 0 ca \ \ § 0 k { 7 o ! « G 2 § » % \ { 9 §0 C, ƒCD § CD CD 0U2 ®ƒEmz % (ƒ280 0 <CD �(2CD @ foE / \{) _go T % 00 CD �// 22E \ 2 � � \ ƒ < Q C ) � \ / `a 1 t A qt , h , �1 ,� k � 1 '. S -� v r) IS C 1 gam. I i d2 f'x `i a IN FJ ifs � !t- -� +�` �+,`_ � t r ��� i •: }y t 1 C 1 {{}} t ryry r , r �I 'i = r CWIX C OUNTY 0 P ING &, ZON G ('. - S� :a "&@xcvFM. wS+'1'c ✓. -�vn,. ,,. _: .FS.'MSZe+werck.Y4P "axi;.� aY'A.?�`ra?'.C� _T^�A9,,, ro�u",.vF,. '�4*XS�?zm,PS;',sa fl. 'i.nw� i ..:xa43S4% flo- *_:5;^ „^u. _ January 22, 2007 William Schumaker 1070 Scott Rd. Hudson, WI 54016 t, RE: Non - Compliant POWTS, City of New Richmond CodeAdminisuant New Richmond Airport Lot 20 -1 Permit # 488039 715- 386 -4680 Dear Mr. Schumaker: Land Information Planning 715- 3864674 The purpose of this letter is to notify you that the above mentioned Private On -site Wastewater Treatment System ( POWTS) is in Violation of St. Croix County RealPropeity Ordinance Chapter 12.2 and State of WI Comm 83.43(8)(1), which requires POWTS 715- 386 -4677 treatment, holding, and dispersal components to be located so as to provide minimum horizontal setback distances from the nearest buildings. The system as Recycling installed extends to within 5 feet of the neighboring buildi The minimum setback V5-3864675 g g g from the distribution cell is 5 feet to a building based on Approval of Petition for Variance granted December 14, 2005. .E> Since installation of the POWTS does not meet the conditions of the approved permit, you are required to bring the POWTS into code compliance by May 1, 2007. Please be advised that fines and /or forfeitures of not less than $100.00 and more than $500.00 per day everyday the violation exists will be assessed if modifications to the current POWTS are not completed by the above stated deadline. { Sinc ely . Ryan Yarri ton Zoning Tec nician CC. Mike Demulling, New Richmond Regional Airport, 156 East First St. New Richmond, WI 54017 Gary Svenningsen, 1432 176 Ave New Richmond, WI 54017 A; ST. CROix COUNTY GOVERNMENT CENTER 110 1 CARM/CHAEL ROAD, HUDSON Wi 54016 715 - 386 -4686 FAx PZ @CO. SAINT- CROIX. WI. US W W W . CO. SA I NT -C ROI X. W I . U S New Richmond Regional Airport 156 East First Street New Richmond, Wisconsin 54017 715- 246 -7735 www.nrairport.com December 6, 2006 Mr. Kevin Grabau St. Croix County Zoning 1101 Carmichael Road Hudson, WI 54016 Kevin Enclosed you will find information regarding a septic system for hangar 20 -1, located at New Richmond Regional Airport. The hangar and septic system are owned by Gary pPiY �yau�G , enngsen. �eaa issued kale it 2005 measuring 92' x 124' to accommodate his 72' x 104' h t1 ad mires a 10 clear space on all sides of the building. Gary c fern f4 thehangar partially located on a neighboring lot without �r�9i ih�r i — e ��I r I�nI� O �tlFh Y ,� ti w� had i planed for.Ict -2, roach is dirtl wit of G The septic il , �Y. giii tCh the hand lahe 'center of the concre cover of Gary's septic �� ti ialy fro a „pde ofhangar 2CT2. An inspection pipe will than 1' away 0 ., e Airpt Commission t last evening. It vas aa�h�” Ungar 20 -2 will not be ved try accommodate Gary's irffpfoperly placed system. The following paragraph is mi t6s, ti the meeting: Ii ih pa R� Y pti &- system for hangar 20 -1 owned by Gary Svenningsen. IiNA IIII� J�i t —; �T , 11 I�H�������� ]I, �� d partially on lot 20 -2 without permission. Motion by Joe je�aic, second by lo�irr'Berends to have the septic system moved, removed, or otherwise brought into compliance with appropriate codes to exist legally between hangars 20 -1 and 20 -2. Gary should work with the lessee for lot 20 -2, St. Croix County and the Airport Manager to do whatever is necessary to make the septic system work with the buildings in their present locations. Motion carried. We are asking for your help in creating a solution for this problem. In a previous conversation, you stated the drain field for the septic system must be 10' away from any buildings. I contacted the plumber, William Shoemaker, as well as Gary Svenningsen requesting detailed drawings of the installation location, but have not received them. o y ^ N I 3d o (n m Z 3 a d� c O 0 CD N 7 7 CL CD fD O p p V ac 11 N C2 (1) a N W N c 7 N (D 7 f0 Z 00 O O O fp O n 7 M O 0 3 Ll O 7 N 0) O Q � �1 C 2 p !r o _ o D a v? Z D Cp m co D N a o CL co N p N O O F y 0 C CT CT ;o a' T O (finez Z O O O o V o CD W o Co �_ 3 °�' o a / N d of D o z z p O D _+ o I v � \! �✓ W N \ (D N Q 0 CD C 1 W CD 0 Z = = ( 6 -1 Cn 0 3 o A z 0 N o. A Z O 'y Q 7 co A a co Z 3 A � 0 y z 0 I I D n o v C a F. CD m I I A I ( ' N Ol I � O I A o b N = oo A v I o O oCD Wi rtment of Comn erce PRIVATE SEWAGE SYSTEM County: St. Croix Saing Division y IN SPECTION REPORT Sanitary Permit No: 488039 0 GENERAL INFORMATION (ATTACH 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: Svennin sen, Gary City of New Richmond 261 - 7000 -20 -001 CST BM Elev: Insp. BM Elev: BM Description: /� �^ Section/Town /Range/Map No: V 4 t 24.31.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 1� 3 Benchmark 4 l.✓ • c� J Alt. BM 3• Z`� � 3Cp Aeration Bldg. Sewer 5 .3Z 99, z8 Holding St/Ht Inlet 71 1 97Y N7 TANK SETBACK INFORMATION St/Ht outlet 7.4Z- g 7 - 1'5 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ) 9 i Q r > JD i Dt Bottom / ! Header /Man. 9L A Ion Dist. Pipe 7. tol Holden Bot. System • - 7 9S. 9 PUMP /SIPHON INFORMATION Final Grade �• Z Manufacturer Demand St Cover� ` GPM 3 -zq 10 Model Number TDH Lift Friction Loss System Head TDH Forcemain Nt�ia. st. to well SOIL ABSORPTION SYSTEM 1,r ties ,.. Zo BEDITRENCH Width / Length No. Of Tre PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 Z z , P✓� \ t� �_ SETBACK SYSTEM TO C:5* P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: r 7$ , I,^ UNIT Model Number. J `/ O / V r� t DISTRIBUTION SYSTEM tom•,. - 1 Fn Fir = �_-b f Header /Manifold 1 1 IlDistribution x Hole Size x Hole p cin� g Vent to Ai ntake L Pipe(s) V V Length Dia r Length ~ Dia Spacing \ G 4r^- SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over T Depth of 1 77�dded xx Mulched Bed /Trench Center / S Bed/Trench Edges \ / psoil \ Yes No Yes No • COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: Airport Road New Richmond, WI 54017 (SW 1/4 SW 1/4 24 T31 R1 8W) New Richmond Airport Lot 20 -1 Parcel No: 24.31.18. ` I, Fi L Ca��- I- / av�� 1.) Alt BM Description - �� �NS 4 !�0 2.) Bldg sewer length = Al) , ! - - amount of cover = �l il�dd el �p.xl (� o r,� /4 Al 1 _ �o (jyDk a< t G�. ��•�.✓` / J Plan revision Required? Yes No /„ I� , Z7 I) tv Use other side for additional informat on. _ - - Date Insepcto rt. No b SBD -6710 (R.3/97) ti � Co """C, — Safety atul M Buildings Division County i - -- - -a -�- -� X01 W Wikshington Avc., P.O. Box 7162 Ise' • 0�,��� Madison, WI ry Permit Number (to be filled in by Co _ D epartment o Co (b()8) 2 31 -/ - - _ _ 4 Sanitary Per R Plan I.D. Num P � r , zoo ,-a-� S 1A - 1"y J 1 In accord with Comm 83.21, Wis. Adm Code, igfortna' yid provide I Z Z = S(Q"^ -� may be used for secondary purposes Privacy L 13. )(ea) Address (if different than mailing address) ST (R0JX C Wjjy I. Application Information - Please Print All Information Property Owner's Na me Parcel JY —_ - Lot it - - - -- Block K I . Property Owner's M ailing Address Property Location .S� k, u,Scctiun City, State Zip Code Phot>C Number /p o SY Oi� 3'�� s 9.�- 4181y T 3l N: R G o E or (circie Ii. Type of Building (check all that apply) 1..; 1 or 2 Family wrlli - Number of Bedrooms i Subdivision Name CSM !umber Y fig Bed vv _ _ -- X PubliclComm e rcirl - Describe Use Je II' L ] State Owned - Describe IJSe -_ -�� _.sty ❑VUlage�townshipof T Permlt: ( Check onl on e Y box o A. Com plete line B if applicable) ype of New System D Replacement Systern ❑ natmerwHolding Tank Replacerent Only ] Other Modification to Existing System Permit Renewal L: Permit Revision Z1 Change of -^ El Permit Transfer to New LM Previous Permit Number and Date Issued Before Expiration Plumber Owner I V IV. k . T ype of POWTSs (C heck all that apply) �^ Nun - Pressurizod In-Ground i_` Mound > 24 in. of suitable. soil Mound [ .24 in- of suitable soil �] At -Grade ] Single Pass Sarni Filter _J Corstructed Weiland `, Pressurized In- Ground CJ Holding Tay k Peat Pilfer ] Aerobic Treatment Unit rj Recirculating Sand Filter (; i Recircul Synthetic Media F Reaching Chamber _ ] Drip LA ❑ Gravel -less Pi o ther (explain) Q L_V Dispersal / Treatme nt Area I nformation: Design Flow ( ) Design Soil Application Rate(gpdsf, --` $Pd g Np Dispzr al Area Required (st) Dispersal Area Pro � stem Elevation VI. Tank Info i Capacity in Total 1 Numbe Manuft+cturtr fa Sita Steel Fib er plastic _Gallons Gallons I of Units �I �SZ� f � o crete Constructed Glass New �g 4��f . Tanks TaW I--- _ w. _ .... _- • - -- - - - -- Scpt;e or hoWtng Tank Aerobic Treaul Dosing Chamber — V t• Responsib Stateme 1 , the uudersi ed , a responsiblllty fur aUatlon of the POWIS shown on the att ached plans. Plumber's Na file (Print) " — Plumber's Si ;naturt MP;Lq Number Business Phone Number lr� r _�cti,i �d lPx� LG*1.� 715 3�4 •-- - !Plumber's Addre ss (Street, City, State, Zip Code) V III. _ Count /De artment Use Only _ Sanitary Permit F (includes Groundwater Date Issu:Fi Issuin Agent 5i nature iNo Slam Approvcx] _] Disa � roved ( g !i Stamps) Surcharge Fee) -- _ - -��- J of r t)w iv Reason far Denial - I IY. Conditiutu uv (� SYSTEM OWNER: 3� CS CL`s 1 Septic tank, effluent filter and -� dispersal cell must all be serviced / maintained V%k as per management plan provided by plumber 2. All setback requirements must be maintained as per applicable code /ordinances. I Attach complete planar (to thCouay only) roe the system on paper pot less than $1/1, 11 inches In size - - - - -- �- - 416.8 -n?.: 7 , 2,o oF' 3 1V' I°• ✓.C. �o, - µe. E7a.�: _ /0 l.oD' • Sol /eda /ua L�. o� P.t — f1P/iray. /oca -v c, o/ 64ritd Gas / ,lc Sca/e:I •,LO' A d;��rsaf cell. - rwo btoc-kes ✓lo &c : /to Qppiccic -d/e Slope at 3f ( "K ds!67'w/� 2:1KYfr4L • Otaa -Y" ti 5ys6-e,- A<a. a CoAGit6`e. 4Pron + S Propas�dW:es�iG �so�a0. g F �i-L, rt �� //an 9sruadar �a »9tN i Con r&94 : en r f .l �° + �ecsrd +,��tl t 6"e-k : 7 OP 56or,nWo FonUc�t apron S�,.uryra A ssu -med clot. _ /dc-cv.' r►na�f' z� 1 �N� P 1 I r ' Safety and Buildings = 4003 N KINNEY COULEE RD commerce.wi.goY LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www.commerce.wi.gov /sb/ isconsin www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary December 14, 2005 CUST ID No. 227990 ATTN.• POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/14/2007 Identification Numbers Transaction ID No. 1222580 SITE: Site ID No. 708284 Gary Svenningsen Airplane Hanger Please refer to both identification numbers, County Road CC above, in all correspondence with the agency. City of New Richmond St Croix County SWIA, SW1 /4, S24, T31N, R18W Lot: 20 -1, Subdivision: New Richmond Airport FOR: Description: Private Airplane Hangar In- ground Non - pressurized System Object Type: POWTS Component Manual Regulated Object ID No.: 1055524 Maintenance required; 107 GPD Flow rate; 96 in Soil minimum depth to limiting factor from original grade; System: In- ground POWTS Component Manual, SBD- 10705 -P (N.01 /01); Biofilter 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. Coed No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMEN' C �EM OF S Reminders �j_ ,�L � • This system is to be constructed and located in accordance with the enclosed approved plans and with the "In- SEE CORRI ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10705 -P (N.01 /01). • This plan has an approved Petition for Variance (Transaction I.D. #1222576) associated with this design. All of the conditions of that approval shall be upheld for the construction of this system. • The plumbing for this project discharges to a private sewage system. The floor drain is not to receive runoff from any vehicle. 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. • State and federal regulations prohibit the discharge of hazardous wastes to a private sewage system. Accidental discharge of any hazardous substance to a private sewage system must be reported to the Department of Natural Resources or the Wisconsin Division of Emergency Government. • 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. WILLIAM C SCHUMAKER Page 2 12/14/2005 • The well must be a minimum of 25 feet from any POWTS tank. chs. NR 811 & 812c • 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. • Inspection of the POWTS 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. Stat • 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 Responsibilities. 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. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. 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 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Septic Systems & Soil Testing Inc Schumaker Plumbing NON - RESIDENTIAL SYSTEM DESIGN Conventional system INDEX AND TITLE SHEET Project: Gary Svenningsen Airplane Hanger Owner. Gary Svenningsen Address: 1 is ° erftuad �' �� / 7� '`-�- Ave New Richmond, WI 54017 Legal Description: SW1 /4 SW1 /4, Sec. 24, T31N, R18W. Township: City of New Richmond County: St. Croi)o Subdivision Name: N.R. Airport Lot No.: 20 -1 Parcel ID Number: 261 - 1211 -00 -000 Plan Transaction Number: Index and title sheet Page 1 Site Plan Page 2 System sizing calculations Page 3 �r0 ' System cross section Page 4 �j�, *.r System Management Plan Page 5 m... 20 5 Attached soil evaluation report Page 6 A Variance justification Page 7 OFCO�'"drr �U,I.DING�S �Er 6 � E NGS ONll ENCE Designer Bill Schumaker License Number: 227990 Signature Phone No.: (715) 386 -3121 Date Nov. 29, 2005 U A ro,00P l� ✓.C. �p,P.?. Slav: n /D /.dtJ' • .So! /Q ✓A /uaU�'o� P.f — fIP/� SOX • /D ca- +fJor, o r� 64i/td Gas / ; , Ic --- fjpprox, /ac.a-z% of b ar'i cd E /(cr/iG /. "I c1e4".. � d d;s C--dl, r,vo 6z) 6 roclLt fioLe -' Ito q� 4'�d /r S /ope at 3fl x 31!G7'wl zn,�; /,a�. fin- "Qu�cX -y" �.roc1, � 5 5� t1�ca. "am 4,e,-.f 1--16 '�nc./,.. 5 Y P Cor�Grt�L cz.pr'en Piopofed cJ: e v/ �+� . 7SO c�a.0, ou.t �k re o Nan9sr urld✓ r� .l� a R^opostd cicdl I r (3�� : T o StSon,.,,vaCw Conu'c6c apron St,acr9�a ,Qssumtd GIGII: s /d D.Gt`I.' 2 W7 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. Domestic /sanitary wastes only, no industrial wastes are to enter the system. Two occupants, one floor drain, two lavatories, one toilet, one shower. ABSORPTION AREA SIZING: 1. Design wastewater flow: 106 54Sypd (71 Gpd estimated wastewater flow)(150% conversion factor) = 106.50 Gpd Design Wastewater Flow (2 occupants) (13 gal. /occupant) = 26.00 Gpd 2 showers/ da 10 ower) = 20.00 Gpd (1 floor drain)(25 gal. /drain) = 25 00 CTPC1 $EE CORRESPONDENCE 7 1. 00 Gpd Estimated Wastewater Flow 2. Existing grade elevation: 100 70' at R -3 3. Depth to limiting factor: > 100 (elev. = 92.37') 4. Proposed system elev.: 96 40' 5. Infiltrative capacity of soil at or within 36" of system elevation = 0 7 g d /cg fr 6. Absorption area required: 1 52 15 sq ft 106.50 Gpd design flow / 0.7 Gpd = 152.15 sq. ft. Infiltrator "Quick - 4" leaching chamber EISA per chamber = 19.10 sq.ft. Infiltrator "Quick - 4" end cap EISA per pair = 5.80 sq.ft. 152.15 sq. ft. / 19.10 = 7.96t chambers required 7. Absorption area proposed: 316 20 sq ft ( Over- sizing dispersal cell proposed to maximize use of available area) 16 chambers X 19.10 sq. ft. = 305.60 sq. ft. + 2 pair end caps = 10.60 q. ft. = 316.20 sq. ft. total. Number of trenches 2�/�] R "Quirk 4" units each = 16 units total trench width (A) 34_2 trench length (B) 34 67' SEPTIC TANK CAPACITY: 1. Design wastewater flow = 71 Gpd @ 150% = 106.50 Gpd 2. Minimum required capacity: 230 58 Gallons 106,50 gpd / 75 gpd = 1.42 gpd person equivalency. (106.50) + (11.61 x 3* x 1.52) + (46.77 x 1.52) = 230.58 *(Requires a three year maintenance cycle) 3. Proposed Capacity & Manufacturer: 750gal Wieser Concrete Pg. 3 of 7 U O A -,a • X rl Scg /e J A cl. O N - w W •T o ti'► r� O w Z d e �^ w ^ v b IJC � A o a_ b m \ I f C c ems-` Z c ■ems ITl ism, .. o z Now ■�..... 0 1v ■`Ir..� S F 5 3-1 ■■��' _ N Z mamma.. r., A U � P I ^ I � � i J a I � I � n Conventional Septic System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The 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- 10705 -P (N.01/01). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Septic Tank Septic tank servicing mechanics comply with Comm. 83.54(l)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be <_ 15' below service pad elevation. 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. 281.48, Slats. 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 from 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, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry 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 to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above 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. Influent 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 owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Effluent flow shall be alternated between dispersal cells on a two -year schedule by use of a diversion valve. Valve to be switched diverting effluent from dispersal cell currently in use to resting cell on a two -year cycle coinciding with septic tank inspection and maintenance. Contingency Plan If 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 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, Bill Schumaker at (715) 386 -3121, or the St. Croix County Zoning Department. Pg. 5 of 6 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 '/2 x 11 inches in size. Plan must St. Croix Include but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 261 -121 1 -00 -000 Percent slope, scale or dimensions, north arrow, and BM referenced to nearest road. Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)) Property Owner Property Location Gary Svennin sen Govt. Lot SW /, SW v, s 24 T 31 N R 18 w Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1432 176 Avenue New Richmond Airport; Hanger 20 -1 City State Zip Code Phone ❑ City ❑ Village ® Town Nearest Road New Richmond WI 54017 651 -592 -4814 1 Star Prairie Co. Rd. CC a New Construction Use: ❑ Residential / Number of Bedrooms Code derived design flow rate GPD ❑ Replacement ® Public or Commercial — Describe: Airp Hang Parent Material Outwash Flood Plain elevation if applicable NA ft. General comments and recommendations: Boring # ❑Boring ® Pit Ground Surface Elevation 100.2 ft. Depth to Limiting factor >96 in. Soil A li Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0 -12 10YR3/2 None CL 1 -f -gr mfr gs - 0.2 0.3 2 12 -36 10YR5/4 None SICL 2 -m -sbk mfi as 1f 0.4 0.6 3 36 -96+ 10YR4/4 None S 0 -sg ml - - 0.7 1.6 ❑ Boring Z Boring # opit Ground Surface Elevation 100.4 ft. Depth to Limiting factor >98" 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 -18 10YR3/2 None SL 1 -f-gr mfr gs 1f 0.4 0.7 2 18-40 10YR5/4 7.5YR4/6 & 10 YR4/2 f -2-1 SICL 1 -f -sbk mfr as 1 f 0.2 0.3 3 40 -98+ 10YR4/4 None S 0 -sg ml - - 0.7 1.6 • Effluent # I = BOD 30:s 220 mg/L and TSS > 30:s 150 mg/L • Effluent 42 = BOD 5 30 mg/L and TSS 5 30 mg/L CST Name (Please Print) St ature CST Number Mark Iverson la.-e 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 October 21, 2005 715 - 796 -5664 Property Owner Gary Svenningsen Parcel 1D# 261 - 1211 -00 -000 Page 2 -of ❑ Boring Boring # opit Ground Surface Elevation 100.7 ft. Depth to Limiting factor >100" in. Soil Apalication Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW i in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ 'Eff#1 'Eff#2 j 1 0-15 10YR3/2 None L 1 -f -sbk mfr CS 1f 0.4 0.6 2 15 -25 1 -YR3 / 4 None S 0 -s9 ml cb 1f 0.7 1.6 3 25-41 10YR4/6 7.5YR5/6&10YR412f -2 -d S1CL 1 -m -sbk mfr wb 1f 0.2 0.3_ 4 1 -100+ 10YR4/4 None S 0 -sg ml - - 0.7 1.6 I ❑ Boring ❑ Boring # opit Ground Surface Elevation ft. Depth to Limiting factor in. — _ Soil ADDlication Rate 1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft , in_ Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - ' bW1 _ ' Eff#2 F ----- - -- - -- 1 - -- - - - - -- - -- , _ F-I ❑ Boring Boring # ©Pit Ground Surface Elevation ft. Depth to Limiting factor _in. Sod A licat R ate _ 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 I I I i Effluent # I = BODs> 30< 220 mg/L and TSS > 30 < 150 mg/l, ' Effluent #2 = BOD5 5 30 mg/l, and T :SS < 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. Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. Site Location r o 10 /4Mp p �Pe Of U Fence Line U S c. 4 0 U X Drainage Ditch B -1 100.2 ' B -2 A 100.4' 01 o r�D i Future B -3 Hanger Construction 100.x' 20 - 0 BM#1 - Top of storm se wer Inle 100.0' BM# & Descripti Bench Mark B -1 — — Elevation 100 = Boring Location &Elevation �= Proposed Well Location Owner: Gary Svenningsen Site Information: Completed By: Mark Iverson, PSS #197 1432 176th Ave SW 1/4, of the SW1 /4 S24, T31N, R18W 680 Larcom Street New Richmond, WI 54017 Town of Star Prairie Hammond, WI 54015 St. Croix County 715 - 796 -5664 Phone: 651 - 592 -4814 CST# 46672 JOB DESCRIPTION AND VARIANCE JUSTIFICATION The installation of a conventional POWTS is being proposed to service an airplane hanger currently under construction. The required 20' separation between hangers within the airport prevents the POWTS dispersal cell from comply with the 10' setback from a structure as required by Comm. 83.43(8)(i). Accordingly, we propose to install the dispersal cell 5.0' from the hanger that the POWTS will serve, leaving a 6' separation from the future hanger. The replacement system is to be installed 1.0' below proposed system elevation if & when necessar} . CODE SECTION PETITIONED: 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 at an approx. elevation of 96.10'. The proposed system will be installed at an elevation of 96.40', or approximately 51.6" below grade. System elevation is slightly above the footing elevation, preventing disturbance of or otherwise affect building footings. 2. Soil loading rate at system elevation and 48.4" 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. 3. POWTS dispersal cell will be constructed two chamber lengths at a time. Trenches will be backfilled as chambers are set, preventing collapse of trench sidewalls and eliminating possibility of undermining structure. Floor within building will be 4" reinforced concrete, which will withstand undermining should any occur. 4. 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. 5. Petitions for variance may be approved as permitted by Wisconsin Statute s. 101.02(6)(g). Pg. 7 of 7 DEC -08 -2006 09:49 From:DCOM SAFETY &BUILDING 715 726 2549 To:715 386 4686 P.1/3 State of Wisconsin C0 1tMS�PONDENCE /MEMORANDIU Department oi'Comte DATE: October 09, 2006 TO: Bob DuPont, Director - Bureau of Program Development Roman A. Kaminski, Program Manager FROM:: Joseph R, Thomas, Chief Legal Counsel SUBJECT: La Line and base ent Questions — Chanter Cem 93. _W_ _is. Adm. C ode j You have requested an opinion on the issue of the applicability of S. Comm 83.43 (8) 0), in two different scenarios relating to setbacks on adjoining properties. t a t wo adjoinin that decides to instal 1. The first scenario Involved an owner of t ) B POW TS which crosses the boundary line between the two. Based on my understanding of the facts as described, it is my opinion that since both lots are owned by the same owner, and he /she treats the property as one, then there is no need to be concerned that the POWTS may too close to the lot line. Obviously, when the owner decides to sell one parcel, then there will be a need to comply with the Comm section applicable to the setback. Additionally, there is no need for an owner of one parcel of property to obtain an easement from himself as owner of a co joining parcel of property, Technically, one cannot convey an interest or partial interest in real estate to himself or herself. Any such interest would i'irst have to be conveyed to what is called a "straw man ". 2. Tn the second scenario when there are two separate owners of co joining lots, the owner of a POWTS that will be partially or completely installed on the lot he does not own will have to either purchase the lot or obtain an easement from the co joining owner. If an easement is obtained to place any portion of the POWVTS on the adjoining lot the horizontal setback distances to the lot line that is encompassed b y the easement would not apply as long as the easement is in effect, If you should have any questions in regards hereto, please feel free to contact me. �n D410 /Z a pgpoo� 3 post-Ir Fax Note 7071 To From s '� Co Phcna I Fox A Fax 0 Ztr . DEC -08 -2006 09:49 From:DCOM SAFETY &BUILDING 715 726 2549 To:715 386 4686 P.2/3 2715 Post Road f commeree.wl.gev Stavons Point, Wisconsin 54491 (715) 345 -5934 scon si n ,lam ale. GW%emor Dopsnment'of Commoroe Ma ry P. Burks, 8 M EMORANDU LM DATE: 09/21/06 TO: Joe Thomas, Department Counsel VIA: Bob DuPont, Director — Bureau of Program Development FROM: Roman A. Kaminski, Program Manager 715/345.5334 — voice 715/345 -5269 — fax rkaminskiatcommercc.sUde.wi.Lis — e -M8H SUBJECT: Lot Line and Easement Questions — Chapter Comm 83, Wis. Adm. Code S, Comm 83.43(8)(j) In most cases POWTS are installed entirely on a single lot or parcel and are owned by the same individual(s) that own(s) the property. There are other scenarios for POWTS ownership and location that are causing local regulators to ask questions about chapter Comm 83 code requirements and the need for easements. We are requesting affirmation that our stated positions listed below regarding these lot line /easement issues are acceptable within the confines of the provisions of chapter Comm 83, Wis, Adm. Code, and any other applicable rules. 1. An individual owns adjoining lots and chooses to install a POWTS so that a portion or all of the POWTS is located on the adjoining lot, [See attachment #1.] Section Comm 83.43(8) ft Table 83.43 -1 lists a horizontal setback distance for POWTS components from a property line. It is our position that in this situation a petition for variance in not needed to encroach upon that horizontal setback distance or to cross the lot line with a POWTS component. The fact that both lots are owned by the same owner removes the concern that a portion or all of a POWTS may be installed too close or on a lot owned by others. If the owner chooses to sell the "other lot" at some future point it will be in their best interest to obtain an easement to allow the POWTS to remain or make arrangements to remove the POWTS but that is not something we need to address during the plan review and permitting process for the initial POWTS Installation. At least one county requires that an easement document between the owner and themselves be prepared and recorded when the lots are owned the same owner. (See attachment #2.1 It is our position that in the situation described above this is not necessary. DEC -08 -2006 09:49 From:DCOM SAFETY &BUILDING 715 726 2549 To:715 386 4686 P.3/3 Page 2 2. An Individual owns a lot In a subdivision. The building that will be served by a POWTS will be on this lot but a portion or all of the POWTS will be located on land owned by others. In this case, It is our position that the owner of the proposed POWTS must either make arrangements to purchase the land on which the POWTS will be located or that an easement would be required. It is also our position that the creation of an easement in essence negates the horizontal setback distance for POWTS components from the property line requirement found in Table 83.43 -1. Encl. A reasonable conclusion can be made b looking at the attached photos and the attached Y g p hangar layout that the drain field is too close to the future hangar 20 -2. The concrete tank may be too close as well. We are looking for your verification on this issue. The lessee for lot 20 -2 would like to start construction within the next 30 days. Gary or his attorney will probably be contacting you regarding his options. To avoid any misunderstandings between the City of New Richmond and Gary Svenningsen, we are respectfully requesting your solutions in written form before any action is taken by Gary. If you have any questions please contact me at 715- 246 -7735 or by e-mail at mike@nrairport.com. Sincerely �+ Mike Demulling Airport Manager ., Lease property lines ---------- - - - - -- --- - - ---- I --- - - - - -- ------- - - - - -- I I I I I I 11 ... I . I . I I . . . ���p€��n I :. 21' 28° L�imeter i li�sp�fon pIp or c ' i c zver • i . . : ::: . .. Hr ©- , 5 Igar 24 1 'X�' x lt .... ........ .... >. ..: I I . .; I I . . , I I ;. ;> . <. : : :. r.: - 11. 11.1, : .; .... . ." ... : I . ", .. I .... ..,. . 1. I .. I I I I .11,111,11111, . I I I I 10 , ... s .. . I'll I I I I I I I I North T Wisconsin Department of Commerce SOIL E ON Page 1 of 3 Di:'ision of Safety and Buildings In accord L ance Co 85 s. Adr+E iW Cou Attach complete site plan on paper not less than 8' /z x 11 inches in P . Croix Include but not limited to: vertical and horizontal reference point (B direc d \j C ,# 2 261 - 1211 -00 - 000 Percent slope, scale or dimensions, north arrow, and BM referenced to n st ad. Please print all information ST. CROIX COU TY ` Date Perso nal information you provide maybe used for secondary purposes (Privacy Law, s. 5.04 (I ING OFF) E / ' 2,10 J Property Owner Property ion Gary Svennin sen Govt. Lot SW '/. SW �i, s 24 T 31 N R 18 w Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1432 176 Avenue New Richmond Airport; Hanger 20 -1 Ci ty ty State Zip Code Phone Ci ❑ villa e 0 Town Nearest Road New Richmond WI 54017 651 - 592 -4814 N C w et( -*4 Co. Rd. CC 0 New Construction Use: ❑ Residential / Number of Bedrooms Code derived design flow rate GPD ❑ Replacement 0 Public or Commercial — Describe: Airport Hanger Parent Material Outwash Flood Plain elevation if applicable NA ft. General comments and recommendations: _ g�� 0 4 - S s � s�P n l�`1 --- a Boring # ❑Boring >96 in. 0 Pit Ground Surface Elevation 100.2 ft. Depth to Limiting factor Soil AoDlicat Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP De in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0 -12 10YR3/2 None CL 1 -f-gr mfr gs - 0.2 0.3 2 12 -36 10YR514 None SICL 2 -m -sbk mfi as if 0.4 0.6 3 36 -96+ 10YR4/4 None S 0 -sg ml - - 0.7 1.6 `{0 ❑ Boring 2 Boring > " ❑ g OPlt Ground Surface Elevation 100.4 ft. Depth to Limiting factor 98 in. Soil ADDlication 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 -18 10YR3/2 None SL 1 -f -gr mfr gs 1f 0.4 0.7 2 18-40 10YR5/4 7.5YR4/6 & 10 YR4/2 f -2-d SICL 1 -f -sbk mfr as 1 f 0.2 0.3 1 3 40 -98+ 10YR4/4 None S 0 -sg ml - - 0.7 1.6 * Effluent # 1= BOD 30:5220 mg/L and TSS >30:S 150 mg/L * Effluent #2 = BOD 5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Mark Iverson Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 October 21, 2005 715- 796 -5664 Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. N Site Location e T of3j � 4OpVC pipe U Fence Line U S 4 0 U X Drainage Ditch B-1 100.2 ------- ---- ----- ---- -- - - - - -- - - -• A U 100.4' 0 Future B -3 Hanger Construction 1oo.r 20 -1 0 BM#1 op of storm sewer Inle �(Q 1 100.0' v+�- SO BM# & Description k h Mark B-1 Elevation B 100 = Boring Location & Elevation Q = Proposed Well Location Owner: Gary Svenningsen Site Information: Completed By: Mark Iverson, PSS #197 1432 176th Ave SW 1/4, of the SW1 /4 S24, T31N, R18W 680 Larcom Street New Richmond, WI 54017 Town of Star Prairie Hammond, WI 54015 St. Croix County 715 - 796 -5664 Phone: 651 - 592 -4814 CST# 46672 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer-"& - r Sz �tJ,t/iN�S Mailing Address 1 141 2 - 1 7 ` Xvc A) e- a) Property Address IZ20 — / e - RA (Verification required from Planning & Zoning Department for new construction.) City /Stat Parcel Identification Number ' 1z" LEGAL DESCRIPTION Property Location t /a ; '/a , Sec. .?'l T 3 j N R /S' W, Town of ,y - e.&.) Subdivision f1' , Lot # ;2, Certified Survey Map # d-- Volume Page # Warranty Deed # , Volume , Page # Spe Lot lines identifiable ycs —no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. [/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms S ATU OF APPL ANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) 12/19/2005 14:46 FAX 715 246 6965 NEW RICHMOND INSURANCE 16002 HANGAR AREA LEASE THIS AGREEMENT, made and entered into on the date indicated below by and between the City of New Richmond St a 'pal corporation, hereinafter called the Lessor, an ary and Susan Svenningsen, ereinafter called the Lessee. WITNESSETH: WHEREAS, the Lessor owns and operates an airport known as the New Richmond Regional 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 only WHEREAS, the Lessee will use the below described property 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 Lessee. NOW, THEREFORE, for and in consideration of the rental changes, 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 following premised, rights, and easements oi.t and to the airport upon the following terms and conditions: 1. Property Description Lot 1, Row 20 of the Airport Layout Plan - New Richmond Regional Airport. Leased Property equals 11,408 square feet (92' wide x 124' deep) 2. mar Construction The Lessee shall have the right to erect, maintain and alter buildings or structures upon said premises providing such buildings or structures conform to the applicable requirements of the Wisconsin Department of Industry, Labor & Human Relations and pertinent provisions 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 Tlie term of this lease shall be for a maximum of ten (10) years commencing on July 1, 2000 and ending on June 30, 2010. 1 12/19/2005 14:46 FAX 715 246 6965 NEW RICHMOND INSURANCE 16003 4. Rent The Lessee agrees to pay to the Lessor for the use of the premises, rights, and easements herein described, a yearly rental of ten (10) cents per square foot for the land leased, for a total annual charge of $1,140.80, 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 that any readjustment of said present rates, or as same may be amended hereafter, shall be reasonable. 5. Non - Exclusive Use The Lessee shall have the night 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 of the Lessee's aircraft, the Tight of ingress to and egress from the demised premises, which right shall extend to the Lessee's employees, guests, 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. Laws and ReMdations The Lessee agrees to observe and obey during the term of this lease all laws, ordinances, rules and regulations promulgated and enforced by the Lessor, and by other proper authority having jurisdiction over the conduct of operations at the airport. 7. Hold Harmless 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 of the Lessee, his agents or employees, and from all loss or damages by reason of such acts or omissions. S. Insurance The Lessee agrees that he will deposit with the Lessor a policy of comprehensive liability insurance upon 90 days written notice from the Lessor. 9. Maintenance of Premises: The Lessee shall maintain the structures occupied by him and the surroanding land premises in good order and make repairs as necessary. 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 accomplished within 120 days 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. Right to Inspect The Lessor reserves the right to enter upon the premises 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 12/19/2005 14:47 FAX 715 246 6965 NEW RICHMOND INSURANCE 10004 11. Taxes The Lessee shall pay all takes 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. Suns The Lessee agrees that no signs or advertising matter be erected without the consent of the Lessor. 13. lie ault The Lessee shall be deemed in default upon= a. Failure to pay rent within 30 days after due date; b. The filing of a petition under Federal Bankruptcy Act or any mendment 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 benefit 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 P remises. 14. Title Title to the buildings erected by the Lessee shall remain with the Lessee &Dd 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 P ro erty to its original condition. P 15. Snow Removal The Lessor agrees to provide NO snow removal services to the Lessee's leased premises in the hangar area. 16. Lease Transfer The Lessee may not, at any time during the time of this lease, assign, hypothecate or transfer this agreement or any interest therein, without the consent of the Lessor. I 3 12/19/2005 14:47 FAX 715 246 6965 NEW RICHMOND INSURANCE IM005 i 17. Airport 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 of the Lessee, the Lessor agrees to provide a compatible location and agrees to relocate all buildings or provide similar facilities for the Lessee at no cost to the Lessee. 18. Subordination Clause This lease shall be subordinate to the provisions of any existing or future agreement between the Lessor and the United States or the State of Wisconsin relative to the operation or maintenance of the airport, 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 of the airport. Furthermore, this lease may be amended to include provisions required by these agreements with the United States or the Stated of Wisconsin. e 19. Arbitration Any controversy or claim arising o ut of or relating to this lease or any alleged breach thereof, which cannot be settled between the par. ties, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and j judgment upon the dispute rendered 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- 2 1. Taxiway Access The Lessee is prohibited from operating automobiles on runways or main taxiways. 22. Parking Automobile parking must be on the leased premises or on designated areas of the airport. i I I 4 II 12/19/2005 14:47 FAX 715 2466965 NEW RICHMOND INSURANCE 0006 1N WITNESS WHEREOF, the parties have hereunto set their hands and seals this day of , in the City of New Richmond, St. Croix County, Wisconsin. LESSOR: Airport Manager, Mike bemulling LESSEE: Gary Sve gsen _V11 A Susan Svenningsen 5 12/19/2005 14:46 FAX 715 246 6965 NEW RICHMOND INSURANCE Imo01 1 r + r \ a : 0 \ � A � � & � � e � ) k . LL ) � ) � . 7 � / % . co « E . � co � 2 0 � CL m z � ' ) 2 � 0 § % : S / § z _ c k % « § E z 2 7 / \ \ 7 N 8 .0 $ f § Q £ z k z E .. E k a « ] 0 ) k \ E - o a� k E k . t 6 � CO) U) (n _\ § / z f K& k ® 0 -� k :) a a a t CL & :) 0 L 2 ] v t 8.8 2 : e 04 ƒ : M R ( e 2 : 0 % E t.% ) <k \ < z m j § [ k C o _ § E 9 2 : © M . E q R: a e r £ q § k 2 A @[ \■ 7 R . o o a -° E g •% J c\ d I§ C A k\ o z) z �) � � I" � � E J 2 B I ,« a 0. � 2 E$ E 1 k a§ $ 0 a : 0 & 0 i,4t T r% r » �) mz Wv � s {, 1 , t; a � S y0y J• a t r.r 'k1 1 T' ; o M8•Y } � x` � x z._ - tom —���. ...:.: - yam +�� y �. ' �- g,�,rgWp ... +'.� �_ �_.. � _ . _ � � — /� ! -- � _.—_ - � -, _ � / ,. 'I� ,' i a i ,.[:: � �.� ���: Zi �+" �. � _ �5:� !fir �� �� ` '. _ .. �� • � �t n —__ 3., !'' , 6 � "3::4 . � .. .�.. .... a ;,° .. ..i;, � ,. 3� i � .. � �. ` k �, _ I/ ', 1 } � r t � ,� !�� i Safety and Buildings commerceml. ov RECEIVED 4003 N KINNEY COULEE RD g LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i - 1 6 2095 �•commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce ST. CROIX COUNTY Jim Doyle, Governor Mary P. Burke, Secretary December 14, 2005 CUST ID No. 939394 ATTIC• POWTS Inspector ZONING OFFICE GARY SVENNINGSEN ST CROIX COUNTY SPIA 1432 176TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 APPROVAL OF PETITION FOR VARIANCE IdntificatonNurnbers Transaction ID No. 1222576 SITE: Site ID No. 708284 Gary Svenningsen Airplane Hanger Please refer to both d '- x Cation n unbers, County Road CC above,v.. all ONO, denee wig t to a enc City of New Richmond St Croix County SWIM, SWl /4, S24, T3 IN, RI 8W Lot: 20 -1, Subdivision: New Richmond Airport FOR: Petition for Variance Comm 83.43 (8)(i) Wis. Adm. Code The submittal described above has been reviewed for equivalency to applicable Wisconsin Administrative Codes and compliance with Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in section 101.01(10), Wisconsin Statutes, is responsible 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 POWTS treatment, holding and dispersal components shall be located so as 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 variance requested is To place an In- ground Soil Absorption Component to within 5 feet of an uninhabited slab constructed building. 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: The St.Croix Zoning department recommends approval based on the following conditions: 1. The back fill over the system is to be raised to prevent surface ponding from runoff and snow melt. Departmental Action: CONDITIONAL APPROVAL GARY SVENNINGSEN Page 2 12/14/2005 Reviewer's Conditions of Approval: All of the petitioner's statements of fact or intent included on the variance application fornl, any other documents submitted to the Department, as well as any other conditions of approval listed below, shall be carried out. Any recommended conditions of approval by the St Croix County inspection department listed above shall also be carried out unless otherwise stated below. This variance is specific to the subject petition and cannot be used for any additional modifications. • No heavy equipment for building maintenance or vehicle traffic is permitted over the site after construction. • The adjoining lot owner shall be informed of the location of the system so as not to place or drive heavy equipment over the system. 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 Charles L Bratz POWTS Reviewer II, Integrated Services 7 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 William C Schumaker, Ace Soil & Site Evaluations LLC (Plans Mailed To) commerce.wi.gov APPLICATION FOR REVIEW PETITION FOR 'W VARIANCE SBD -9890X - Complete all pages - Department of Commerce Safety & 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: Svenningsen gsen Airplane Hanger Transaction ID: (_ Number and Strut 20-1 Hanger Road, New Richmond WI Zip: 54017 Previous Related Trans. ID: Commerce Site Number (if known): Assigned Reviewer: Legal Description: SW1 /4SW1/4, Sec. 24, T.31 N., R.18W. Assigned Office: County of St. Croix Review Start Date": (X) City ( )Village ( ) Town of: New Richmond `Submittal 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 seconds u [Privacy Laws. 15. 1 m , Slats. 2. Owner Information Customer # 3. Designer Information Customer # Name Gary Svenningsen Designer Bill Schumaker 227990 Company Name NA Design Finn A.C.E. Soil & Site Evaluations, LLC Number and Street 2944 maead— Number and Street 1070 Scott Road l 3 7 6 �Qye City, State, Zip Code New Richmond, WI 54017 City, State, Zip Code Hudson, WI 54016 Contact Person Contact Person Bill Schumaker Telephone Number Fax Number Telephone Number (715) 386 -3121 Fax Number 4. Plan Review Status Plan previously review by (please enclose a copy of review letter) X Plan submitted with petition _ State _ Municipality _ Approved _ Held _ Denied Plan will be submitted after petition determination Code Being Petitioned _ Requesting revision _ Other: _ Building _ HVAC _ Plumbing Private Sewage System Commerce Transaction Number _ Swimming Pool _ Electrical S. State the code section being petitioned AND the s ific condition or issy� ou are requesting be covered under this petition for variance. See Attached v .tr 0 � F/ C kd r i a4+�far� �h K ; I G l Y1L! �D ;',n E< rd .�C vsfe �,� --R ECEIVED 6. Reason why compliance with the code cannot be attained without the varia See Attached q DEC 1 4 200 + 1ym r��'a t' o ate 4K �DT rdU G9res'lc�i�tea�i� 7. State SAFETY & BUILDINGS /SE }rouF means and rationale of providing equivalent degree of health, safety, or welfare as addressed by the code section petitioned. E Attached 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.). See Attached VERIFICATION BY OWNER - PETITION IS VALID ONLY IF NOTARIZED WITH AFFIXED SEAL AND ACCOMPANIED BY REVIEW FEE Note: Petitioner must be the owner of the building or system or credential applicant for a Comm 5 petition. Tenants, agents, designers, contractors, attorneys, etc., shall not sign petition unless Power of Attorney is submitted with the Petition for Variance Application. Gary Svenningsen, being duly sworn, I state as petitioner that I have read the fo oing petiti n and I believe Petitioner's Name or 'nt it is true and that 1 have si nifican ownershi ' is to the subject buildi ect. Petition is , .ignature _ Subscribed and sworn Notary ublic My commission expires to be ore his d to m on 4 L 29 o � O Complete 019er side for variance reg from Comm 26-26 and Comm 61-86- 1-6 (, MAKE CHECKS PAYABLE TO DEPT. OF COMMERCE TOTAL AMOUNT DUE $ 225.00 Attach check here. SBD -989OX (R. 11/2005) (Check ow website at httn• / /w%rW mmmerm state wi uc/ . /SR- nivFnm s html for the most current version of this form) C% JOB DESCRIPTION AND VARIANCE JUSTIFICATION The installation of a conventional POWTS is being proposed to service an airplane hanger currently under construction. The required 20' separation between hangers within the airport prevents the POWTS dispersal cell from comply with the 10' setback from a structure as required by Comm. 83.43(8)(1). Accordingly, we propose to install the dispersal cell 5.0' from the hanger that the POWTS will serve, leaving a 6' separation from the future hanger. The replacement system is to be installed 1.0' below proposed system elevation if & when necessary. CODE SECTION PETITIONED: Comm. 83.43(8)(i), Table 83.43 -1, Horizontal setback requirements. POWTS treatment component to building to be >t 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: I. The existing hanger is of post and beam construction with posts set on footings at an approx. elevation of 96.10'. The proposed system will be installed at an elevation of 96.40', or approximately 51.6" below grade. System elevation is slightly above the footing elevation, preventing disturbance of or otherwise affect building footings. 2. Soil loading rate at system elevation and 48.4" 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. 3. POWTS dispersal cell will be constructed two chamber lengths at a time. Trenches will be backfilled as chambers are set, preventing collapse of trench sidewalls and eliminating possibility of undermining structure. Floor within building will be 4" reinforced concrete, which will withstand undermining should any occur. 4. 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. 5. Petitions for variance may be approved as permitted by Wisconsin Statute s. 101.02(6)(g). Pg. 7 of 7 ,. _ - Safety and Buildings 4003 N KINNEY COULEE RD commerce .Wl.gov LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.w w ww.coe.wi.gov/s / isconsin.gov e partment of Commerce Jim Doyle, Governor Mary P. Burke, Secretary I�EC� December 14, 2005 R FCF CUST ID No. 227990 ATTN.• POWTS Inspector 6 200 WILLIAM C SCHUMAKER ZONING OFFICE S. CROIX SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 12/14/2007 Transaction ID No. 1222580 SITE: Site ID No. 708284 Gary Svenningsen Airplane Hanger Please refer to both identification numbers, County Road CC above, in all correspondence with the agency. City of New Richmond St Croix County SWl/4, SWIA, S24, T3 IN, RI 8W Lot: 20 -1, Subdivision: New Richmond Airport FOR: Description: Private Airplane Hangar In- ground Non - pressurized System Object Type: POWTS Component Manual Regulated Object ID No.: 1055524 Maintenance required; 107 GPD Flow rate; 96 in Soil minimum depth to limiting factor from original grade; System: In- ground POWTS Component Manual, SBD- 10705 -P (N.01 101); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • 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). • This plan has an approved Petition for Variance (Transaction I.D. #1222576) associated with this design. All of the conditions of that approval shall be upheld for the construction of this system. • The plumbing for this project discharges to a private sewage system. The floor drain is not to receive runoff from any vehicle. 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. • State and federal regulations prohibit the discharge of hazardous wastes to a private sewage system. Accidental discharge of any hazardous substance to a private sewage system must be reported to the Department of Natural Resources or the Wisconsin Division of Emergency Government. • 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. WILLIAM C SCHUMAKER Page 2 12/14/2005 • The well must be a minimum of 25 feet from any POWTS tank. chs. NR 811 & 812c • 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. • Inspection of the POWTS 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. Stat • 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 Responsibilities. 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. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. 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 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer 11 , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 Septic Systems & Soil Testing Inc Schumaker Plumbing