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HomeMy WebLinkAbout038-1007-70-000 d• m c O -0 , w r U. G Im 3 - 0 m Cn Z Z in Z O * 0, N W v • cacn -, .c.,,, 93 1-." p 0- �. CD0. N Ja 7 -D . O — - N a 3 N y o NI O -0 a 0 (D n O O 3 a 0 p� O 0 O emit z 7 N O p .. C W 0 .7 0 u Z D • Q rn "'�1. CD m ;: D a c i C. o o 0 m c O -4 v 0 N O C CD 0) M• E .. 6 Aga N 'G toork Z 000 hli� O. U Ui. t cn 'm m .0_ co *~.a 11) 111 < N N A N O .. Z .. O O Z oZ v D CD SI 0.I -. ° • co 7J co 1r N.I. I I w co ao = o a Z 2) = A Z 3 v a .. 0 Z -I N m • CD Z ° 3 A O I < 0 3 Z A O f I n 2 a a . (no. ao -n a a)a p •• m0n -,- a m o o a 5 z co si 3 3 a N O 4. C • 0m a a)j a OS co F N+ N 0 tv opO co O N V A_ 0 is 3 C O CD 6q Oe tro) 0 I o m `°, 'b 0 a - Parcel #: 038-1007-70-000 09/14/2005 02:41 PM , PAGE 1 OF 1 Alt. Parcel#: 2.31.18.22D 038-TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY,WISCONSIN Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type 00 0 Tax Address: Owner(s): 0=Current Owner, C=Current Co-Owner 0-HAYES, JOHN C&MARY L JOHN C& MARY L HAYES 1236 S CEDAR DR NEW RICHMOND WI 54017 Districts: SC= School SP=Special Property Address(es): *=Primary Type Dist# Description * 1236 S CEDAR DR SC 3962 NEW RICHMOND SP 1700 WITC SP 8055 CEDAR LAKE/N R Legal Description: Acres: 2.230 Plat: N/A-NOT AVAILABLE SEC 2 T31 N T OF NE SW 2.23AC LOTS Block/Condo Bldg: 1 &20 M5/122f LSOLOT4OFCSM 5/1236 Tract(s): (Sec-Twn Rng 40 1/4 160 1/4) I gfi/ ,n 02-31N-18W l. CS Notes: Parcel History: Date Doc# Vol/Page Type 07/23/1997 919/282 07/23/1997 .$71L48 / 0 f1 07/23/1997 735/5_ L C7 T /�D l/ �t //S�f 7 ��,-/ &1J 7 O -7 2005 SUMMARY Bill#: Fair Market Value: ? sse ed with: /9/ 0 2zi Valuations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 168,900 142,400 311,300 NO Totals for 2005: General Property 0.000 168,900 142,400 311,3000 Woodland 0.000 0 Totals for 2004: General Property 0.000 168,900 142,400 311,3000 Woodland 0.000 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 /* Wisconsin Departme%tt of Commerce PRIVATE SEWAGE SYSTEM county.: Safety and Euildings Division St Croix INSPECTION REPORT Sanitary Permit No.: GENERAL INFORMATION (ATTACH TO PERMIT) 383898 Personal information you provice may be used for secondary purposes[Privacy Law,s.15.04(1)(m)1. i Q City Village l I Town of: State Plan ID No.: Permit Holder's Name: I �ichmond Township OW te'j '�-raus pyt jI * layes, Jack Tax No.: CST BM Elev.: 1 Insp.BM Elev.: BM Description: 2 Parcel Tax No 1-1 O-000 TANK INFORMATION D ELEVATION DATA HI FS ELEV. TYPE MANUFACTURER CAPACITY STATION BS 6Z Septic (,J�(s Z C, Benchmark 2 `f v I D2• Dosing �� Alt. BM c -_ 1 '� � -� Aeration :Idg.Sewer (- St/Ht Inlet C.`{'k( ca-.oLf I Holding 'ANK SETBACK INFORMATION St/Ht Outlet 576 2 '7 , / n �� TANK TO P/L WELL BLDG. Ve Airintaketto ROAD Dt Inlet Septic a o rt y S-v 1 N--( -- NA Dt Bottom Dosing NA Header/Man. ) 3 06 gs �z 1 Aeration NA Dist.Pipe _.__ Bot.System e• 5 D `?3.` 5/ Holding _A_-. PUMP/SIPHON INFORMATION Final Grade 00, e,±qL Q t cover M ufacturer s s--- --- Demand Model umber /+- GPM TDH Friction Headm I TDH Ft Loss __- Forc main l Length------__Dia. . dwell SOIL ABSORPTION SYSTEM (o • 1.1Li, r Width No.Of Pits Inside Dia. Liquid Depth QED 1 Length I No 0 Trenches PITD E I•N DIME` 'ID 3 LEACHING Manufadur r: S.Qkw SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM CHAMBER ModelNumber: INFORMATION Type Of S' -4' f c7 r so 4- OR UNIT ` System: 1 DISTRIBUTION SYSTEM Header/Mani old Distribution Pipe • x Hole Size x Hole Spacing Vent To Air Intake TD r-- .Ia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only xx Seeded/Sodded xx Mulched Depth Over I xx Depth Of No ❑ Yes 0 No Depth Over xx Topsoil ❑ Yes 0 Bed/Trench Center Bed/Trench Edges 1 I pection #1: pbl�.i 10( Inspection #2: —`—" / COMMENTS: (Include code discrepancies,persons present,etc Location: 156E 1st Street, New Richmond, WI 54017 (SW 1/4 SW 1/4 24 T31N R18W) - 925001100 -Lot 1 / 1.) Alt BM Description = �( 2.) Bldg sewer length = IS-.OP,t -amount of cover = l v O'I ��( �- S T,,,� . 3) 4—,60 a.• . ART ,� roc ..'^ �j Plan revision required? El Yes p No I ��s�-Yp al Use other side for additional information. o Z I p I •SBD-6710(R.3/97) Inspector's Signature Cert No Date - 93932 --- Sanitary Permit Application T Safety Buildings Division In accord with Comm$3,21,Wis.Adm. Code 201 W.WaChitlgtott Ave, i See reverse side for instrurtiona for co dtia+►p licatloa PO Box 7302 1116 � � � Personal information you provide ma uised kw seconder",purposes Madison,WI itucl naoartment of Rommttra� [Privacy Law, ��t rn)J ( (Submit completed form to county if not �� I state owned.) Attach complete lass(to the county copy only tie s' �t� fsl pe" not less t'an S-i 2 x 11 inches in size. �suntry �r7I t ta�BS it ittauember sack if�*f r •. . previous aDPl(c n- r `�.73.'i!>�im�ber A �"f• C u o� 111������ 111 c�//yd'` Y.Application Information-P ease f tnt all Information _...._ n 1 A ..._... Locution: Propmty Q wnerNano -- \ApN �,Aax i Property Local o{i l I��,�y 5� • , , y2� ( V r n ( CT>•"' $� 114`-'<-j 1/4,So6 T ,N� Propsrty l Aaron� ,Of.../r:,, .., Lot Number 'Block N Zipf(i Code Phone r -' Subdivision Pasua or'CSM Number fi 0.-(_,J (' CA'vi, /60'l 9 (2//`.5/6 IL Type of Hardin! (check one) �ry 0 1 or 2 Punily Dwelling-No.of Bedrooms: /7-/OD r /)r cum .2 e i vC'/ `z Village tublic/Comme�rciel(describe use);_ dj. 0,010aes!of C Stabs-Owned s42-Q-- i/ p 1-, li' P/G n/' 4-(—<-1 6)-6 2-- 7).70.4 ..) Nearest Road 7O /,J off Parcel'fiut d m s)f'L r-(./ U.I. pee itt (Clerk only one box on line A. Check box on line B I?applicable) A) 1 7 2. ®IE,eplaoemcnt 3. C RepTacemeat of 4. 5. 6, D A�dIt on to • System SystemTank Otlly Existing System Pormlt Number ' Date IBBUefT 0 A anv1 IV. oSf !P WT System Permit was: (Checkpreviousi all issued that apply) 'fr In-ground ❑Mound Cl Sand Filter D Constructed Wetland 0 Pressurised In-ground ❑Holding Tank C Single Pass C)Drip Line V. Mirada C Aerobic Treatment Unit ©Recirculating ❑Other: Assn Treatinant Area Information: w' •""•"••""•"•' TIDeiiSn Flaw WO '2.Dispersal Area 3.Dispersal Area 4.Soil Appikeron 5•Percolation Rage 6,System Elevation— 7,Plnal Oars Required Proposed Rate(Gals./day/sq.ft.) (Min/inch) Elevation Tank Capacity in Total 4 of Manufacturer Prefab Site Steel Pibet. ' Lit Information Gallons Gallons Tanks Coo- Cott- glass gew Existing crete articled Tanks Tanks 5 'c-'4- / r2G// / './e C CI C7 0 f ❑ C C ❑ p VIIL Responslbility Statement - __ �uederained,assume responsibil1 for installation of the PaWTS shown on the attached plans. risers( tit) PI Signature(n7 stamps): MP/MPRS No. Business Phone Number ?Laces Aaron tom,Este,zip .de ('.- r' , /,0 ) �� ?-/ t)i sYes/ IL Cou nty/beptrtmeat U .Only ---" 4"'. ' el Disapproved Saeitery permit Pee(includes Groundwater `71 ts.* /1 tas Ins*Sent aI • NO'tamps) yttApproved 0 Owner Given Initial Adverse Fot�...� roc) Q Determinationt_.. ,a ..S . — 4l_2 f 1. <� aJ.I� - X.Condi s of Approval/Beacons for Dina proval: • G 41.4-er ► .4.44 -- ►,Az.h.4t . ..ziy 4 ., maAA.A.c_fdd 4 ce-ce-w,.0 ,t4(2&-lasts. SBD-6398(R.07/00) J'LOT PLAN paves ADDRESS 1236 S. Cedar Drive New Richmond Wi 54017 SW 1/4 S 24 /T 18 W CITY New Richmond COUNTY ST.CROIX RS Shaun Bird 226900 ��a 4/30/01 77 DATE GPD CONVENTIONAL XXX IN-GR 11 PRESSURE CONVENTIONAL LIFT HOLDING TANK Z� LIFT TANK SIZE DOSE TANK SIZE MOUND SEPTIC TANK SIZE 8" HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 103 # of chambers 6 BENCHMARK V.R.P. Top of electrical box ASSUME ELEVATION 100' Filter Z l A-100 El BOREHOLE O WELL *H,R.P. Same as Benchmark 00 Vent SYSTEM ELEVATION 94.3 12" I Sidewinder High ( ;over Capacity Leaching Plans Designed Using Chamber Conventional Powts Manual Version 2.0 16" Long Alt. BM Base of Electic Box @ 97.9' 3 4" Grade at System Elevation S. ,'ally Black Top Road Al CommE CE 40' AND Bo' Site has nN �ON�ENCE slope, thuA contour li 20 y ( q'�') can be 4 .,? genera\ ri established p a.°-..,ci,n:,- ° g to , e laps ' tier p\P ° Those P i \ ems cr se�, to s Pr ecl. ¢an°4 O P\�;nb.r•g s f' So d ecs 20' p ta1k fat u oiled and aPProvs' �n must be 82WAc 4- { �ti' T.' 1� _Went h ILNR Y Weeks A Pro Airplane Tank 5, T Hanger 1 floor drain and 2 25' employees 60' 1-3' X 39' Cell B-2 Total GPD 77 Floor Drain is to serve bathroom onlycri No motor oils, gasoline,degreasers, 25' or other toxic chemicals are to be Vent o put into floor drain, no catch basin 25' B.M. ,.,4 is to be attached to system BBB Alt , , .M. A 20' To 200th Ave Black Top Road ,I 40' Safety and Buildings a 44 - 10541N RANCH ROAD , , HAYWARD WI 54843 TDD#:(608)264-8777 Virsconsin www.commerce.state.wi.us/sb iin.gov www.wisconsin.gov Department of Commerce Scott McCallum,Governor Brenda J.Blanchard,Secretary May 21,2001 CUST ID No.226900 ATTN:POWTS Inspector ZONING OFFI g6 SHAUN R BIRD ST CROIX COUNTY SPIA � �2. L 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 05/21/2003 Transaction ID No. 641483 Site ID No.629552 SITE: Please refer to both identification numbers, SITE ID: 629552, JACK HAYES AIRPLANE HANGAR ST CROIX COUNTY, CITY OF NEW RICHMOND;200TH above, in all correspondence with the agency. AVE SW1/4, SW1/4, S24,T31N,R18W FOR: NEW NON PRESSURIZED IN-GROUND SYSTEM,77 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791890 This approval is for a non pressurized in-ground system to serve an airport hangar with 2 employees and 1 floor drain. The floor drain serves only the toilet room. p.O.W The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes 'onditi 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. A,T)P R andprior to occupancy or use: MENT The following conditions shall be met during construction or installationp y DE SAf E DI General Approval Conditions: "--r6. • This system is to be constructed and located in accordance with the enclosed approved plans and with the " SEE CORM In-Ground System Manual, SBD-10705-P(N.01/01)". • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation,maintenance and monitoring duties as described in the "Non Pressurized In-Ground System Manual"are complied with.A copy of this information must be given to the owner upon completion of the project. • 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 private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d),Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section COMM 82.20,Wis.Adm.Code,to determine if plan submittal and approval is required. • Surface water drainage shall be diverted away from the system area. • Maintain well and waterline set backs per COMM 83.43(8)(i). SHAUN R BIRD Page 2 5/21/01 • • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • The management plan/users manual must information regarding the quality and quantity of wastewater discharged to the system. This system is designed for wastewater strength with monthly averages of less than or equal to 30 mg/L of fats,oils and grease,220 mg/L of biochemical oxygen demand and 150 mg/L total suspended solids. • The maintenance plan must be expanded to include maintenance of the soil absorption cell(i.e.what activities may or may not take place on and around the non pressurized in-ground system system, i.e.traffic,plantings, etc). • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval,and COMM 83 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. • Each trench shall be long enough and wide enough to accommodate 6 High Capacity Sidewinder Infiltrators. • The changes made to this plan on 5/21/01 by this reviewer were acknowledge and approved by the system designer. 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. Sincerely, DATE RECEIVED 05/02/2001 �_ FEE REQUIRED$ 175.00 FEE RECEIVED$ 175.00 PATRICIA L SHANDO BALANCE DUE $ 0.00 POWTS PLAN REVIEWER, INTEGRATED SERVICES (715)634-7810, FAX: (715)634-5150,M-F 7:45 AM-4:30 PM PSHANDORF@COMMERCE.STATE.WI.US WiSMART code: 7633 cc:JACK HAYES JERRY R RODENBERG 'LOT PLAN . PROJECT Jack Haves ADDRESS 1236 S. Cedar Drive New Richmond Wi 54017 SW 1/4 SW 1/4 S 24 /T 8 w CITY New Richmond COUNTY ST. CROIX 1 l MPRS Shaun Bird 226900 Ifir DATE4/30/01 GPD 77 CONVENTIONAL XXX IN-GR• ll PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 1.2 ABSORPTION AREA 103 # of chambers 6 BENCHMARK V.R.P. Top of electrical box ASSUME ELEVATION 100' FilterZabel A-100 ❑ BOREHOLE 0 WELL *H,R,p, Same as Benchmark Went SYSTEM ELEVATION 94.3 >12" Sidewinder High Plans Designed Using Leachingg of Cover Chamber Conventional Powts Manual Version 2.0 6' Long 16" Alt. BM Base of Electic Box @ 97.9' Grade at System Elevation 34" ' Ity Black Top Road A ,Af ANa 411110 cam, ., Site has no ale slope, thus no A Li 1 g3 contour lines 0 / can be 8 20' (4 ' �rP Qene�l oi established \ .-.� o110-1111 s not n:1u� 21 the$eQAlcill lags o na oc� yet p1P�n9 moose P o ; mb' a� e Q u}�and aPPro' d; �sn� 20' o to subm�� yUps 1 Tent Ch U.NR 8be 2 WAC o7(Q I r,,, s Pro AirPlane 5, Hanger 1 floor drain and 2 25' 60' employees 1-3' X 39' Cell B-2 Total GPD 77 — Floor Drain is to ti serve bathroom only 25' r No motor oils, gasoline,degreasers, Vent o or other toxic chemicals are to be • put into floor drain, no catch basin 25' B.M. is to be attached to system B-3 Alt• cd _.12/!.y V A 20' To 200th Ave V ` 40' r Black Top Road Maintenance and Contingency Plan for a Septic System Maintenance Plan 1 . Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Owner will not discharge motors oils, degreasers, gasoline, or other toxic chemicals into floor drain or system. Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715-246-4516 Pumper: Chuck Nutzmann 715-248-3735 St. Croix County Zoning 715-386-4680 Shaun Bird #226900 4/30/01 Wisconsin Department of Commerce SOIL--EVALUATION REPORT Division of Safety and Buildings Page of in accordance with,Comm 85,Wis. Adm. Code Attach complete site plan on paper not less than 8 1/ i�1'1 dnche a', County jj ��jj zt p81 must • JT Cr c7�'� include, but not limited to:vertical and horizontal refetence point(f8) idr tln and percent slope,scale or dimensions, north arrow,anc3lQca'tion and distance to nearest road'. Parcel I.D. Please print all inforkhat(on.M 0 °" 2001 R iewed by Date Personal information you provide may be used for seconds "puy oses(Pra ` 15.04 1 Property Owners +4-1 at 1 ,;\., ZONiNG rty'Lotytion t J tl C k N C,112 ,�' ,.. Govt.iLOI Lj 1/4 S 1/4 S(2y T 3 1 N R ) g E(orig Property Owner's Mailing Address 1 "mot t L,of . Block# Subd. Name or CSM# I ) _ S, Cji 0C R o City State Zip Code Phone Number XCity Village own/ Z Nearest Road Pe Z: Z^tr (43 1 SYOrl (-)/ nat(g-- 1 ai IVe(,_) e ; cA m 0 1 a oo L .New Construction Use:❑ Residential/Number of bedrooms Code derived design flow rate 111 GPD Replacement Z1, Public or commercial-Describe: I '(')°,'r 0 rem A, Parent material Ol.(---i,JC S- Flood Plain elevation if applicable ,l/ ) 4- General comments ft. and recommendations:S - V c���t.U�_, l L Ga/ . -'� S-�e I Boring# 0 Boring I inPit Ground surface elev. f / ft. Depth to limiting factor f i in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. _/ *Eff#1 *Eff#2 .ZP- 23 4,shy ,,,,,,fz\,�..2__ z/ / 22 r;' /' 7 (9.S c� / 71 4-/1)- . 7 z - 3-4- .'2/7-3,2- Boring# 2 Boring Pit Ground surface elev. ?7. ft. Depth to limiting factor } in. Soil Application Rate_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 tr/ */ / ;7)'?7,, . M f-) - () (- (9,--, d .C. ./ 3‘./1-Z *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOOS<30 mg/L and TSS<30 mg/L CST a e(Please Print) gnature ,.� S -al-1 r\--- fR j/ C� CST Number Address / ?/7y r9 .47�� Date Evaluation Conducted Telephone Number /�'" ) V . A1€ j R.,; 12, ro VG<J SV6 r - /—.30- 01 7/Xa/64'3-4 SBD-8330(R07/00) *• �1 Property Owner Parcel ID# Page of ❑ Boring Q �" 3 Boring# 3 /'� ja 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/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 a0 10.17-51) ,,_-r�-Q- �/ / SIi� ,, Ai /! - ,3 �-k iUy,0 i ,� S 1 '"__ iW2 Mom' I , 7 /i z ate(i'Z. 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/ft2 in. Munsell Qu.Sz. Cont.Color Gr.Sz. Sh. *Eff#1 *Eff#2 ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont.Color Gr. Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<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-8330(R.07/00) Soil Test Plot Pla Project Name Jack Hayes Sha rd Address 1236 S. Cedar Drive New Richmond Wi 54017 #226900 Lot 1 Subdivision Row 12 Date 4/30/01 S W 1/4 SW 1/4S 24 T 31 N/R 18 W City New Richmond 0 Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Electrical Box System Elevation 94.3 *HRP Same as Benchmark Alt. BM ✓Base of Electic Box @ 97.9' Black Top Road A 40' 1 \ A Site has 0% =`')\ ,� 20' H 45, slope, thus no true contour• aSystem is lines can be oversized,due to 20, established small size the manual requires. 15' -1 Pro AirPlane A Hanger 1 floor drain and 2 25' employees 60' Total GPD 77 B-2 Floor Drain is to serve bathroom only 0 No motor oils, gasoline,degreasers, 25 0 or other toxic chemicals are to be o put into floor drain,no catch basin 25' oNB.M. is to be attached to system B-3 � Alt VLAB.M. A 20' To 200th Ave Black Top Road ` 40' ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer 'T0.-<- - ‘ 17)-tiecy Mailing Address / Z ' `', IZc-�J/ z-,A vO/ -) Property Address (Verification required from Planning Department for new construction) City/State Parcel Identification Number LEGAL DESCRIPTION Property Location-5 %,,S t,J tc T-"l /� G /,, Sec. �� T�.�N-R���V,�.��zr of/�' � ___,/4. Subdivision er),.4 ) ( -2-- Xr yr - ‘ 9Z 7%' ' , Lot # Certified Survey Map # ,--- , Volume Page # • Warranty Deed # , Volume , Page #eisie . \ Spec house El yes•es -no (-61*-14t.c. -� _..ot lines ide ntifiab yes 0 no SYSTEM MAINTENANCE Improper use and maintenanceof your septic system could result in its premature failure to handle wastes.Proper maintenance consists of pumping out the septic tank every three years or sooner,if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber,journeyman plumber,restrictedplumber or a licensed pumper verifying that(1)the ou-site wastewater disposal system is in proper operating condition and/or(2)after inspection and pumping(if necessary),the septic tank is less than l/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth,herein,as set by the Department of Commerce and the Department of Natural Resources,State of Wisconsin. Certification stating that your septic system has been maintained must be:completed and returned to the St. Croix County Zoning Office within 30 day •f the three expiration date. eATURE 1F APP ANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of th roperty des ' ed above,by virtue of a warranty deed recorded in Register of Deeds Office. C IG A o � ICANr id-i/ 17' DATE / / wwwwww Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. wwwwww ** Include with.this application: a stamped warranty deed from the Register of Deeds office ;r a copy of the certified survey map if reference is made in the warranty deed / s r' 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 John Hayes, hereinafter called the Lessee. WITNESSETH: WHEREAS, the Lessor owns and operates an airport known as the New Richmond Municipal Airport and said Lessee is desirous of leasing from the Lessor a certain parcel of land on the said airport, hereinafter more fully described, for the purpose of: aircraft storage WHEREAS, the 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. Property Description: Lot 1, Row 12 of the Airport Layout Plan - New Richmond Municipal Airport. Leased Property equals 7912 square feet 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 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: 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. Ck.,NP11 Safety and Buildings 10541N RANCH ROAD t i HAYWARD WI 54843 i - 777 seonsin www.comDmerce.sttate.#:(608) wi.us/sb Department of Commerce 4` �� ='�� www.wisconsin.gov cr e teC\A • Scott McCallum,Governor \ Brenda J.Blanchard,Secretary May 21,2001 �SG0 o�F' CUST ID No.226900 . O ;, ,_ ATTN:POWTS Inspector CONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/21/2003 Identification Numbers Transaction ID No. 641483 SITE: Site ID No. 629552 SITE ID: 629552, JACK HAYES AIRPLANE HANGAR Please refer to both identification numbers, ST CROIX COUNTY, CITY OF NEW RICHMOND;200TH above, in all correspondence with the agency. AVE SW1/4, SW1/4, S24, T31N, R18W FOR: NEW NON PRESSURIZED IN-GROUND SYSTEM,77 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 791890 This approval is for a non pressurized in-ground system to serve an airport hangar with 2 employees and 1 floor drain. The floor drain serves only the toilet room. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Non Pressurized In-Ground System Manual, SBD-10705-P(N.01/01)". • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation,maintenance and monitoring duties as described in the"Non Pressurized In-Ground System Manual"are complied with.A copy of this information must be given to the owner upon completion of the project. • 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 private sewage system installation is required.Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • This approval does not include plans for the general plumbing systems or sewer piping leading to the septic/holding tank that may be required for this project. See section COMM 82.20, Wis.Adm. Code,to determine if plan submittal and approval is required. • Surface water drainage shall be diverted away from the system area. • Maintain well and waterline set backs per COMM 83.43(8)(i). SHAUN R BIRD Page 2 5/21/01 • The designer proposes to install an outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • The management plan/users manual must information regarding the quality and quantity of wastewater discharged to the system. This system is designed for wastewater strength with monthly averages of less than or equal to 30 mg/L of fats, oils and grease,220 mg/L of biochemical oxygen demand and 150 mg/L total suspended solids. • The maintenance plan must be expanded to include maintenance of the soil absorption cell(i.e.what activities may or may not take place on and around the non pressurized in-ground system system, i.e.traffic,plantings, etc). • The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval,and COMM 83 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. • Each trench shall be long enough and wide enough to accommodate 6 High Capacity Sidewinder Infiltrators. • The changes made to this plan on 5/21/01 by this reviewer were acknowledge and approved by the system designer. 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. Sincerely= ;' DATE RECEIVED 05/02/2001 FEE REQUIRED$ 175.00 FEE RECEIVED$ 175.00 PATRICIA L SHANDORF BALANCE DUE $ 0.00 POWTS PLAN REVIEWER,INTEGRATED SERVICES (715)634-7810, FAX: (715)634-5150,M-F 7:45 AM-4:30 PM PSHANDORF@COMMERCE.STATE.WI.US WiSMART code: 7633 cc:JACK HAYES JERRY R RODENBERG