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HomeMy WebLinkAbout261-1317-30-000 18-1 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514955 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: Village Township Parcel Tax No: City X City of New Richmond City of New Richmond 261- 1317 -30 -000 CST BM Elev: Insp. BM Elev: BM Description Section/Town /Range /Map No: v - , )� �s { 1 f ' 24.31.18. TANK INF RMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic U4—* all v ( 3 � r� Benchmark . Dim" p � �,� /,, 0 r ' ( f Y �✓�!'Yl 3 I '7 `^'�� Alt. BM n 0 Aeration T v Bldg. Sewer ��. Holding SUHt Inlet S-� Q %i'� St/Ht Outlet TANK SETBACK INFORMATION 1' 2 . '7 5 " 7 TANK TO P/L WELL B LDG. Vep Lto Air Intake ROAD Dt Inlet Septic / 2D i 33 I / Dt Bottom Dosing Header /Man. f� Aeration Dist. Pipe Holding Bot. System + F inal Gra de 1 PUMP /SIPHON INFORMATION I— I •0 5 p Manufacturer Demand and St Co ver Model Number , ' TDH Lift Friction Loss em Hea TDH Ft v V Forcemain Lengt Dia. Dist. to Well SOIL ABSORPTION SYSTEM / (� BED/TRENCH Width 3` Length 0) No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/ BLDG WELL LAKE /STREA LEACHIN Manufacturer: INFORMATION CHAMBER R Typ '� ©/ �r UN Model Number: DISTRIBUTI N SYSTEM �` Nil C tno Header /ManN Distribution x Hole Size x Hole Spacing Vent to r Intake .ao&, Pipe(s) L I ^ i Length Length Dia Spacing N A SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx M hed Bed/Trench Center 3 Bed /Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:/�/ Inspection #2: Location: 625 West Hanger Road; Space 18 -1 New Richmond, WI 54017 (NW 1/4 SW 1/4 24 T31 RI 8W) NA Lot 18 -1 Parcel No: 24.31.18. 1.) Alt BM Description = �)O It 2.) Bldg sewer length = - amount of cover =� q 1 1 Plan revision Required? Yes [r o S � Use other side for additional information. Date Insepctor's Signat re Co � Cert. No. SBD -6710 (R.3/97) I commerte.Wl.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 9 7 sco n s i n Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce y 9 ,7J Sanitary Permit Application State Transaction Number 1S7 In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mail inpaddress) submitted to the Department of Commerce. Personal information u rovide may be used for secondary V $- j J i4A"? � -ti', /?w p urposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. I Tit r e I. Application I nfor tion - Plea5e P ' t All Nhirmsitio4 Property Owner's Name l G Parcel # (�n vvl I L. byte h Les Z(ol - 13 / 7 - 3a - Property wwner''s Mailing Ades AUG 1 Property Location 149 S 3 t-' 5 _ �'r2 1 Govt. Lot City, State Zip Code 41/„0 y� � �2 ONING 0 ICE c •> Section tl'i GL SS L� Z - j - f rcle one qCV II. Type of Building (check all that apply) Lot T si N; R a E El or 2 Family Dwelling - Number of Bedrooms J �amMsz:; 1 �- Subdivision Name gPublic/Commercial - Describe Use City of /(, CN/�IDY� ❑ State Owned- Describe Use CSM Number ❑Village of / A, ' - J /1) 6 " ❑ Town of III. Type of Permit: (Check on one box on line A. Complete line B if applicable) A. )fNew System ❑Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain) B. El Permit Renewal ❑Permit Revision ❑ Change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner ` 7 O - �� IV. Type of POWTS S ste m/Com onent/Device: Check all that a l )eNon- Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil / 11 El Holding Tank 11 Other Dispersal Component (explain) El Pretreatment Device (explain) .✓ Ah t V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (so System vat V1. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o d New Tanks Existing Tanks t w c U a 1 / 01e U Septic orNoidieg Tank Dosing Chamber VII. Responsibility Statement- I, the undersigned, as res i tty for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu er' i e MP /MPRS Number Business Phone Number TODD L. SINZ 139462 715- 235 -2644 t� Plumber's Address (Street, City, State, Zip Code) E5609 708 AVE MENOMONIE, WI 54751 VIII. oun /De artment Use Onl pproved t Permit Fee Date I ued Issuin ent Signat e $ ��i� Own ven Reaso or De nial r IX. Condit�8��(Reasons for Disapproval r fl rb0 �, rte. �.. 1. Septic tank, effluent fitter and dispersal cell must all be services-1 maintained as per management plan provided by plumber. 2. All setback requirements must be maintained 1 Q�„ o C 7 I S /I D+ Attach to compete plans for the system and submit to the County o it on paper not less than 8 x I1 inches in siz Lan�,`!'� �✓y�{,e,�n. .otad�'oor� 31 J�.t:a...e a�• �ot..�n�.e�.� "--/ A `fbWLk ` 1114.e� 0 (- eX+" J14AP �s a / 1c N y In .I I t i o to Q ' ' kq 1 � 7 �. 'I � I .� d ill \ b i I aZ�-- l cr t) 2 f N ei o ti 0 lecop I Ir 7 M � V� �D I' El I Q0 H c � I M 4 2 C 0 C YIIJ d Z i L v Safety and Buildings 4 N CREEKSIDE LA 382 commerce.wi.gov HOLMEN WI 54636 i TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary August 08, 2008 CUST ID No. 139462 ATTN.• POWT5Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 -5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/08/2010 Identification Numbers Transaction ID No. 1576736 SITE: Site ID No. 168375 New Richmond Airport please refer to both identification numbers, Hwy CC North above, in all corres ondence with the a enc City of New Richmond, 54017 St Croix County NWl /4, SWl /4, S24, T3 IN, RI 8W Lot: 18 -1, Subdivision: New Richmond Airport Expansion FOR: Facility: 691052 NEW RICHMOND AIRPORT JIM SEILBACH AIRPLANE HANGAR Description: Non - pressurized In- ground / Commercial (Airport Hanger) Object Type: POWTS Component Manual Regulated Object ID No.: 1195279 Maintenance required; 57 GPD Flow rate; 108 in Soil minimum depth to limiting factor from original grade; System: In- ground POWTS Component Manual, SBD- 10705 -P (N.01 /01); Commercial System, 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 cb 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 ('nrth component manuals listed above. J) V , • 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. $EE CC • 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. • 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 i TODD L SINZ Page 2 8/8/2008 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. 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 bemade with the designated county official in accordance with the provisions ofSec. 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. 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. 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 charles.bratz@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. AUK SgFEIY 52008 0/ NHS Construction Materials & Techniques All materials must comply wi t h Comm 84 and be installed in accordance with manufacturer's methods must comply with the following Component specifications. Construction meth p y g one nt Manual: p In- ground Absorption (v. 2.0) — SBD — 10705- P Location: Area 18 -1 New Richmond City Airport SW1/4 SWIA S24 T31 R18W City: New Richmond County: St Croix Date: Aug. Is' 2008 Owner: Jim Seilbach Address: 14985 30 St North Stillwater Mn 55082 651- 439 -9688 Plumber: Todd S' Signature: License # MP 139462 Attachments: 6748 Plan Approval Application SBD -8330 loiial y Page 1: Cover D g 2: Design criteria and sizing T of COMMERCE tE DOINGS 3: Plot plan 4: Plan view /system cross section ESPONDENCE 5: Maintenance Page 1 of 5 00/08/2008 14:17 7152352592 T L SINZ PLUMBING PAGE 02/02 . Y y Design Criteria Yes Wastewater Contaminant Load: 30 mg/L < BOD5 :5 220 m8 1. Anticipated septic tank effluent 30 mg/L < TSS :5 150 mg/L Fecal Coliform > 10,000 cfu/100 mL Fats, oils, grease :5 30 mglL 1 FTE x 1 3gpd x 1.5 = 19.5 gallons/day ' 1 floor dran x 25 x 1.5 — 37.5 gallons /day Design Flo w =57 gallons/day Foe, wATQ -A. V�CN-Vi � 0 �') I-- Design Calculations In situ desi gned loading rate .28 gallons/sq. ft. per day Depth toe imate high groundwater >108 in. Depth to Wrock >108 in. Cross slope at system <1 % Septic 600 gallons Effluent fil arenco FT -14BA Septic Tank Sizing Minimum eptic tank size required for 3 years service frequency is 119 gallons by spreadsheet Calculation, install 600 gallon septic tank.. Trench Sizing 57 GPI►/ 28 per sq ft- 203.57 sq. ft minimum effective area for medium sands Install 10 infiltrator, Quick Q - W shells which @a 20 sq_ ft each EISA plus 5.8 sq R for a pair of end caps giv 205.80sq ft EISA. System loading rate is 57 GPD /203.57sq ft =.28 gpd per sq. ft. Page 2 of 5 -7 e a'V 3 3 c4 N A J 3 j f �ol o a � � L i r � / Management System Management of this system is critical. As a condition of approval of these plans this system management section /must be reviewed with the owner, and the owner must be provided with a complete set of plans including this managemew section. If problems develop with the adsorption system or any other system components, the installing plumber, T. L. Sii z Plumbing, 715 - 235 - 2644, or the B(i Co Zoning Office should be contacted at Via %%, A16Q their assistanc: General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume oI which flows into the system and the level of contaminants in that volume, The lower the volume of water and the lo�\ er the level of contaminants, the better and longer the system will function. Typical system components include a septic tank o compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particl., of the same density as water, a pump tank or compartment to allow a dose to be accumulated, a pump and controls, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public heait!. 1. If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2 Install water- saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly. 6. No paper products other than tissue should go into the system, 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans, 10. if septic or pump tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather - proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up, Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. Periodic observation pipe inspections should be made by the owner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended, and a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 4. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 5. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system, 6. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 7. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 8. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off 11110 the system area, 9. Warning; Do not enter septic, pump or other treatment tanks; death may result because they may contain lethal gases o insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for non -high strength wastewater systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 5 of 5 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST. CROIX i5mi ot less than 81/2 x 11 inches in size . Plan must d horizontal reference point (BM), direction and Parcel I.D. north arrow, and location and distance to nearest road. e print all information Revi d by Date F e sonal information you provide may be used for �J (1) (m)). Property Owner Property Location Seilbach, Ji Govt Lot No� 1/4 114 S T N R (Qj E (or)) Property Owner's Mailing Address Lot # I Block # Subd. Name or TCSW 14985 30th street orth UNTY 18 - 1 New Richmond Airport Expansion City State Zip Code e FFIC . ity []Village own Nearest Road Stillwater Mn 1 55082 - - 688 HWY CC North GW Richmond E] New Construction UseE] Residential / Number of bedrooms n a Code derived design flow rate 150 GPD [I Replacement E] Public or commercial - Describe: Non public 1 -WC - LAV,ink- K 3inchFD -and 1- AutomaticWasher Parent material loess over glacial outwash Flood Plain elevation if applicable ea ft. General comments Permission was granted by Mike Demulling (the airport manager) verbally to myself and Jim Seilbach on 7 -22 -08 and recommendations: to place POWTS in specified location represented by accompanymgwf lot plan. At this time water well location was addressed in its importance to set back from the POWTS Ins in ground non - pressure trench system in tested area system elevation from 97.2' shallowest to ' deepest. Use .7 sq2' l oading Eff#1. AA 1❑ Boring # 11 Boring &e a ft pit Ground surface elev. 99.2 . Depth to imiting factor >108 tn. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1F in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -8 7.5YR3/2 sl 2 f sbk mvfr gs 2f .6 .8 2 8 -20 7.5YR7/6 - gr scl 2 in sbk mfr cs 2f .4 .6 3 20 -108 10YR4 /6 co s Osg ml _ _ ,7 1.6 r� F 2 Boring # ❑ Boring 99.2 >108 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -9 7.5YR3/2 sl 2 f sbk mvfr gs 2f .6 .8 2 9 -21 7.5YR7/6 - gr scl 2 m sbk mfr cs 2f .4 .6 3 21 -108 10YR4/6 cos Osg ml - _ .7 1.6 tl * Effluent #1 = BOD > 30 220 mg/L and TSS 30 150 mg/L t * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ture CST Number Lewis c Bork � Cr = 253976 Address Date Evaluation Conducted Telephone Number E7818 HWY E Menomonie WI 54751 7 -22 -2008 715- 308 -2173 Y Property Owner Seilbach Parcel ID # Page 2 of 3 3 Boring � Boring g E] Pit Ground surface elev. 99.2 R Depth to limiting factor >108 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 7.5YR3/2 - sl 2 m sbk mvfr gs 2f .6 .8 2 8 -20 7.5YR7/6 gr scl 2 m sbk mfr cs 2f .4 .6 3 20 -108 10YR4 /6 - cos Osg ml - - .7 1.6 Boring F] Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 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. SBD- 8330Tcst (R07 /00) c ` 0 t 4 O U J Y (v r o ;�C �l fs ` sC � � N za VI V7 pIr f -� 4 T 4 08/04/2008 10:17 7152352592 T L SINZ PLUMBING PAGE 02/02 f ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Q, Owner/Buyer Mailing Address 1 5 t aT Lt„ W A f M S Sb Property Address _ l 5 yfHAa Tb SPAct M �e�► -�� �c (Verification required from Planning & Zoning Department for n o ° .) City /State �e (Z J, nna l - Parcel Identification Number LEG D C TION Property Location �" '/4 , '/a , Sec. , T / N R_�� Subdivision , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # 31 volume, , Page # Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION improper use ai id 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 f iniction of the septic tank as a treatment stage in the waste disposal systern. Owner maintenance responsibilities are speci Fied in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property oi mer agrees to submit to St. Croix County Planning & Zoning Department a certification form signed by the owner and by a master p umber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal syst m is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 frill of slu e, Uwe, the unde ' fined have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, here' , as set by the Department of Commerce and the Department of Natural Resources, State of W Certification stating that our septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department with 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. I /we ann/are the owner(s) of the property described abov by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedroo s SIGNAT OF APPLICANT(S) DATF 'Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this applica on a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the arranty deed. (REV. 08/05) HANGAR AREA LEASE THIS 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 James R. Seilbach, hereinafter 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 o£ 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 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 following premised, rights, and easements on and to the airport upon the following terms and conditions: 1. Properly Description Lot 1, Row 18 of the Airport Layout Plan - New Richmond Regional Airport. Leased Property equals 8,000 square feet (100' wide , g 80' deep) 2. Hangar 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 Commerce 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 The term of this lease shall be for a maximum of ten (10) years commencing on July 1, 2000 and ending on June 30, 2010. 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 $800.00, 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 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 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 of the Lessee's aircraft, the right 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 Re lations 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. 8. 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 surrounding 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 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. Signs 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. Failure to pay rent within 30 days after due 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 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 premises. 14. Title 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. 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. 3 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. 19. Arbitration Any controversy or claim arising out of or relating to this lease or any alleged breach thereof, which cannot be settled between the parties, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and 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. 21. 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. 23. Hangar Construction Progress The lessee shall commence construction of the hangar building within six (6) months from the signing of the Hangar Area Lease unless an extension is authorized in writing by the Lessor. If an occupancy permit has not been issued within one (1) year from the signing of the Hangar Area Lease, the Lessor will request a building review from the Building Inspector. The Lessor reserves the right to terminate the lease if unsuitable progress is found. 4 IN WITNESS WHEREOF, the parties have hereunto set their hands and seals this "' day of 113 n—� '?_C5 T , in the City of New Richmond, St. Croix County, Wisconsin. LESSOR: ,Airport Manager, Mike Demuffi LESSEE: GZms` J� mes R. Seilbach 5 4 Parcel #: 261 - 1317-30-000 08/13/2008 04:34 PM PAGE 1 OF 1 Alt. Parcel #: 261 - CITY OF NEW RICHMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/17/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner AIRPORT O - CITY OF NEW RICHMOND CITY OF NEW RICHMOND 156 E 1ST ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 25.000 Plat: N/A -NOT AVAILABLE SEC 24 T31N R18W NW SW EXC E1/2 OF SW1 /4 Block/Condo Bldg: OF NW1 /4 OF SW1 /4 AND THE SE1 /4 OF NW 1/4 OF SW1 /4 ANNEXED TO CITY OF NEW Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) RICHMOND #855743 (07/17/07) FKA 24-31N-18W NW SW 038- 1099 -30 -000 (414) Notes: Parcel History: Date Doc # Vol /Page Type 03/14/2008 870756 AWARD 07/17/2007 855743 ANNEX 01/26/2006 817263 WD 10/11/1996 550734 1203/213 LC more. - 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 08/05/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 25.000 4,500 0 4,500 NO 01 Totals for 2008: General Property 25.000 4,500 0 4,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I