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HomeMy WebLinkAbout010-1070-20-000 O c o �' LO D) � 'o "* . v * c -o CD d (o ^ � 0 to ;a 0. n c c N N O a R V N taa W (D N v _ O M .p (O W (D y > >' N L a 0 0 C Q. O O d w N 0 o o- e5 m R m 3 o 0 0 o O c M ID b A� O N 3 O (A 7 M 7 fB N "I O O •• !'► d ( !►, N CO (D A CO m N En a O 3 rn N 1 ' C, CD A O OO cn -< — m (D N (D W N ! C O O O ,I• n v, A O O _ �f (p N y y a O w N N d 'O (n CA d CD 3 I o Z N Cs .. Z A � o Z D D o � N N N S CL CD �{ • N (.n ° ? N ro o in c 3 � o m cD cn 7 C A Z ID N n CD p (? 3 En co 0. II C W N < O O CL Z C _ A x 3 m °' N z CD w F mEmNCOi n _�3 QQ n c ^. d - — �5 T (� 7 O CL N C O 7 O — 3�o N� a n O O = O o N 7 ID 00 N 'y CA O n 2 O 7 7 O O O n 3 - 4% S o N D l (O n 7 O O 7 (D O 5 o� th d 3 Q O CO N O CD I 3 �' 7 tv O j b I nw a 0 A O �C (D Gp W tQ W r» O (D 0 0 C). v '6k . � �■an • c o k � CD CD e - z o @ \ § \ E \ \ �) \ \ F3 e c ; & ( w - 7 ¥ -4 / / k § 2 § C) k 2 § § t k O ; ` E E 0 E E g § \ © m G > E e E @ \ A " A \ k 3 \ 2 / EC ® \\� ° / CO o r CA . c � \ R t - E � -- 2 / 0 0 0 - .. . § s R 3 § R CD § k § PI) § , z . § § o / o { (D OL } a 3 ■ / ■ z . . � � \ ( � § 9 { CL k z & kG ;k CL C7 02) c ; E(22 c D Z a \ /2 / �E3 %KE 0.D 0 CL ) CD \§ / C ¥ ; 22 $ $\ \ E[ / cC / . £ \ m \ k � 4 Parcel #: 010 - 1070 -20 -000 10/21/2005 08:25 AM PAGE 1 OF 1 Alt. Parcel #: 29.30.16.430 010 - TOWN OF EMERALD Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - TREUTEL, JAMES R & VICKIE L JAMES R & VICKIE L TREUTEL 2265 140TH AVE EMERALD WI 54013 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 0231 BALDWIN - WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 29 T30N R1 6W 40A NW NE EZ -U- 1390/034 Block/Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 29- 30N -16W Notes: Parcel History: Date Doc # Vol /Page Type 11/09/1998 591210 1375/369 WD 07/23/1997 814/100 07/23/1997 765/610 07/23/1997 419/66 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.000 25,000 174,300 199,300 NO PRODUCTIVE FORST LANC G6 36.000 43,200 0 43,200 NO Totals for 2005: General Property 40.000 68,200 174,300 242,500 Woodland 0.000 0 0 Totals for 2004: General Property 40.000 68,200 174,300 242,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 501 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST. CROIX COUNTY ZONING DEPARTM 3 AS BUILT SANITARY P-1 PORT Owner Address City /State GU z Legal Description: Lot Block Subdivision/CSM # �` �--- -�--- �' t/4 �, Sec f , T N -R W, Town of PIN # /6 fo20 —�0 o o h SEPTIC TANK -- DOSE CHAMBER -- HOLDING ' I 'ANK INFORMATION Tank manufacturer Size ST/PC / /'7SO Sett ack from: House -;F "3' — Well , Z3 P /L Pump manufacturer Model Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: �% Width Length _ Number of Trenches Setback from: House ':>.SO Well -5 P/L 7S Vent to Brea h air intake 75Z ELEVATIONS Description of benchmark D' �S � Elevation /00 Description of alternate benchmark Elevation //-f Building Sewer /t's S' O S' - - (O/HT Inlet 100 Y7 ST Outle PC Inlet PC Bottom C �� y Header/Manifold Top of S'1 IPC Manhole Cover Distribution Lines ( ) /D 9, 3 O ( ) Bottom of System ( ) /O 7, ( ) ( ) Final Grade ( ) ( } ) Date of installat on / / P mit number 3 2 SC tte plan number _ Plumber's si ure .��.,� License number 2F-1'12 / ate Inspector Complete plot plan O i S So , aa' •iMisconytn Department of Commerce PRIVATE SEW YSTEM Safety and Buildings Division Count y INSPECTION REPORT ST . CROIX GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary PermitNo.: Personal information you provice may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)). 324713 Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.: TREUTEL, JAME EMERALD CST BM Elev.: I Insp. BM Elev.: BM Description: Parcel Tax No.: 4 ((v �� � P'a 07 010-1070-20-000 TANK INFORMATION ELEVATION DATA Pi --a- ,L°l. $0 J (0 . 43C) TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. eptic p�� Be C) C) /. - c L.z� l 1 • Sf Aeration Bldg. Sewer D D o Holding / Inlet, jl.s �3. TANK TB I I --- A K SE ACK INFORMATION St Outlet e TANK TO P/ L WELL BLDG. Veintake ROAD Dt Inlet eptic I t� 6/1 r /'�/+ , NA Dt Bottom Dosin d -r fve - it '�� NA Header /Man. Aeration NA Dist. Pipe Sy /d$', Holding Bot. System s.a,(� 07. PUMP/ SIPHON INFORMATION V "P Final Grade Manufacturer Dem 1, &/( Model N e AkPM g:? TDH ,t- Lriction� Systema� TDH((.'j?Ft orcem Length GiQ Dia. y Dist. To Well G r SOIL ABSORP YSTEM BED / TRENCH Width O ( Length o. Of Pits Inside Dia. Liquid Dep r� No_ Of Trenches PIT N \ IMEN I N J DIMENSION SYSTEM TO P / L BLDG WELL LAKE /STREAM LEACHIN anu a SETBACK CHAMBER INFORMATION Typeo t eINum er: System " a �S� '� �7 -IZQ'J OR UNIT DISTRIBUTION SYSTEM Header / Marjifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length _� Dia. Length Dia. Spacing 3 SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded Nfiodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑Yes [] No ❑Yes E] No \ COMMENTS: (Include code discrepancies, persons present, etc.) 1,75 08. /S/ LOCATION: 29.30.16.430,W,NE 2265 14oTH AVENUE - Ve_ .11,0 a,._�47 spr o t� 7 DI>D.-- Pj &. 5gf 1 04, . qg I D 7 . y - D eer Po qit d -sod �H..l s• S Plan revision required? ❑ Yes ❑ No 4 Use other side for additional information. 5 � ��' -- SBD -6710 (R.3/97) Date Inspectors Signature Cert No. 1 ,rr _ t Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Buildin water s 201 E. Washington Ave. In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County ._..r than 8 1/2 x 11 inches in size. S T • See reverse side for instructions for completing this application state sanitary Permit Number y ou p rovide may be used b other g overnment agency p rogr ams i y P y y 9 9 y p g ❑ Chec if The information revision to sous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION Propert Owner Name Pr p rt L ocation '7' 7e� /,{ir Ali ' 1/4, S T 30 , N, R /6 E (orj: Property Owner's ftkling Address Lot Number Block Number / /!7 City, State Zip Code Pho1� Number Subdivision Name or CSM Number /4 L) , 0-S<3 Gail V (7 /S )a?/ SS33 I. TYPE OF BUILDING: (check one) E] State Owned C] it� Nearest Road Public 1 or 2 Family Dw elling - No. of bedrooms Town OF JS/0 �c III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo ©!� 1070 20 - oci o 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box online B, if applicable) A) 1. j&New 2- ❑ Replacement 3_ ❑ Replacement of 4_ ❑ Reconnection of S ❑ Repair of an System System Tank Only Existing System _________Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non- Pressurized Distribution Pressurized Distribution Experimental Other 1 l jg Seepage Bed 2MXMound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation _17 �0 11 ?:;7j_ �_ 3 _ 1 /0 8: Z Feet 110.2, Feet Cap acity VII. TANK in Ca allo Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturer's Name concrete Con- Steel glass Plastic App New Existing structed Tanks Tanks eptic Tank pr Holding Tank ow /OC►C1 &)I� C v 7 E!� ❑ ❑ ❑ ❑ ❑ ift Pump Tank iphon Chamber YVb El ❑ ❑ El 1:1 El _ VIII. ONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sews a system shown on the attached plans. Plumber's Name: (Print) Plu is Signature: (No ps) /MPRSW o.: I Business Phone Number: ,d!!� r zzr C6 Plumber's Address (Street, City, State, Zip de): _ IX. COUNTY/ DEPARTMENT USE NLY ❑ Disapproved Sanitary Permit Fee (includesGroundwat ate I ssued Isswn Agent Signature (No Stamps) Surcharge Fee) Approved ❑Owner Given Initial Adverse Determination /4[� t X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SOD -6398 (R. 05194) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber ` Safety and Buildings 15837 USH 63 HAYWARD WI 54843 -8107 Visconsin Tommy G. Thompson, Governor Philip Edw. Albert, Acting Secretary Department of Commerc November 30, 1998 CUST ID No.221471 ZONING OFFICE DENNIS J GILLE ST CROIX COUNTY 372 140TH ST 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Nuxttbers APPROVAL EXPIRES: 11/30/2000 Transaction ID No. 196047 Site ID No. 164607 SITE• Please refer to both identification nuaabers, ll Site ID: 164607 above, in a ,�.11 a with the'_ageny. c ST CROIX County, Town of EMERALD; 140TH AVE C01Z[�ltlOfZUlj W1/2, NEIA, S29, T30N, R16W .y JAMES TREUTEL RES MOUND SYSTEM 140TH AVE APPROVED FOR: Description: MOUND SYSTEM DEPAPTMENT OF COMMERCE Object Type: POWT System Regulated Object ID No.: 439543 DM OF SAFETY AND BUILDINGS E cc A ppoo ,�� The submittal described above has been reviewed for conformance with applicable Wissconsm AdmintstraYve 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: Well must meet all applicable setbacks. This site is acceptable per code, however I would suggest a longer and narrower design. A longer absorption area would probably remove the need for any basal adjustments. 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. 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 11/25/1998 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 CARL PERT , WASTEWATER SPECIALIST BALANCE DUE $ 0.00 Field Operations (715)634 -3484, CLIPPERT @COMMERCE.STATE.WI.US WiSMAR�`!`cod� MOUND SYSTEM DESIGN Residential Application INDEX AND TITLE SHEET Project ,TAMES TREUTEL Owner JAMES TREUTEL Address 1117 6TH ST HUDSON Wl Legal Description W112 NE1/4 S29 T30 NR16 W Township EMERALD County ST. CROIX Subdivision Name Lot No. Parcel 1D Number 010 1070 20 000 P O.W.T.S. Plan Transaction Number Conditional y APPROVED, Index and title sheet Page 1 DEPAFTMENT OF COMMERCE Mound calculations Page t D1'VW OF fETYAND BUILDINGS= Mound drawings Page 3 Pres. list talcs. and laterals Page TDH and pump tank drawing Page 5 SEE ORRESPONDENCE Designer CALLE License Number 221471 Signature Phone No. 71 5- 2+68 -61337 Date 11 -23-98 Notice: Tampering with this file by unauthorized persons is prohibited Deliberate modification will result in disciplinary action under s. 145.10, Wis. Slats. Personal information you provide may be used for secondary pimps [Privacy Law. s.15.04 (1 xm)]. SBD-10462 -E (R.05M) Pagel of MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch unds Metric Residential or commercial? R (r or c) (y or n) L Replacement system? Creviced bedrock site? n (y or n) Slope 2 % Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 40 in 101.6 cm In situ soil infiltration rate 0.5 gpd/ft? 20.4 Lpd/m Contour line elevation 107.2 ft 32.67 m Use standard fill depths? x OR Design depth? in cm Place R in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold w c a e) Hole diameter 0.25 in 0.125.0.156, 0.188, 0.249, D.25.0.281. or 0.313 inch oniv. Lateral spacing R Use 0 lateral spacing for trenches. Estimated hole space 3.00 ft Not a final calculation. Number of laterals Pump tank elevation 98 ft outside bottom of tank. Forcemain length 76 Forcemain diameter 2.0 in 1 .5 , 2.3 or 4 inch only. 2.067 in Actual I. D. HOLE DIAMETER CONVERSIONS 118 =0.125 114 =0.250 SYSTEM SOLUTIONS Incfi nds Metric 5132 = 0.156 9132 = 0.281 Estimated daily flaw gpd 1 ]Lpd 3116=0.188 5116=0.313 7132 = 0.219 Absorption cell Design load rate & area 1.2 gpdffe 375.0 fe 34.84 m Linear loading rate (LLR) 11.84 gpd/ft 146.8 Lpd/m �s Design width (A) 10.00 ft 3.05 m 7 O �aJ� Cell length (B) 38.0 ft 11.58 m Q -- Depth of cell (F) 10,0 in 1 25.4 1 cm Sand filter Upslope fill depth (D) sif in 30.5 cm Downslope fill depth (E) in 36.6 cm Basal area required (gpdrinfiltration rate) 83.61 m Support ing components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (In 10.30 ft 3.14 m Up slope toe length (J) 8.00 ft 2.44 m Down slope toe length (1) 13.70 ft 4.18 m Basal adjustment made. Total mound length (L) 58.60 ft 17.86 m Total mound width (W) 31.70 ft 9.66 m Project JAMES TREUTEL Transaction Number: Page 2 of MOUND PLAN VIEW observa bW pipes ( ) J 1 31.7ft A A= 10.00 ft 3.05m 9.66m B= 38.0 It 11.58m 8 J = 8.00 ft 2.44 m i K 1 = 137Oft 4.18 K= 10.30 It 1 3.14m L __ L _ 1 58.60 ft 17:86 m _ obs_ � pipe ( h+) I = down slope dimension = absorption cell (AxB) J = up slope dimension = plowed area (LxW) K = end slope dimension 6 (152 mm) MOUND CROSS SECTION D 12.0 in 30.5 cm lateral topsoil H subsoil cep E = 14.4 in 36.6 cm invert 108.70 ft F = 10.0 in 25.4 cm elev. 33.13 m - - - - - - ``' F G = 12.0 in 30.5 cm 4 Aster cs3 H = 18.0 in 45.7 cm 0 Sand FA E sYs• 108.20 ft elev. 32.9$ m 107.20 It contour 32.67 m elev. 2 % �- slope D = upslope fill depth plowed layer E = downslope fill depth Note: Absorption cep media vA consist F = absorption cell depth of aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cell H = subsoil + topsoil depot at cell center media is covered with geotextile fabric. Designer notes; Project JAMES TREUTEL Transaction Number. Page 3 of PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch -pounds; Metric Width (A) 10 ft 1 3.05 Im Length (B) 38.0 ft 11.58 m Latera specifications Number laterals 2 Holesflateral 12 holes Lateral length (P) 34.83 ft 10.62 m Hole diameter 0.250 in 6.35 mm Lat dis. rate 13.98 gpm 0.88 Us Sys. dis. rate 27.96 gpm 1.76 Us Hole spacing (X) 38 in 96.5 cm Lateral diameter PQe dameter aa— Designer must 1 n (25 mm) - -- Place X in red 'C' one choice 1 114 in (32 mm) x box of chosen from the Options 1 112 in (40 mm) x diameter. provided. 2 in (50 mm) X X 3 in (75 mm) X Manifold diameter Pipe d Deswopwm Deso chm Designer must 1 in (25 mm) _ 'X' one choice 1 114 in (32 mm) x Place X in red from the options 1 112 in (40 mm) x box of chosen provided. 2 in (50 mm) x X diameter 3 in (75 mm) x 4 in (100 mm) x Distribtsiion system contains: 2 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area, atsr ssesx ovsr - last i#e errs ru9R to end cep t �P P - lie Ali naaerats are idernican - }t —ji tides c eti o+rtle atlam of d+e �atcral spy s F� main ccxursetion eria t�>x cas>,ss tr, maniksid at Ong point. tacerar€ � foss mak► of P3/c scf: so . = .peMaiwesft&An (Per COMM TANess-10-s) huli-pou Metric Lateral length (P) 34.83 ft 10.62 m Lateral spacing (S) 6.00 It 1.83 m Hole spacing (X) 38 in 96.5 cm Manifold length 6.00 ft 1.83 m Hole diameter 0.250 lin 1 6.4 mm Lateral diameter 2.00 lin 50 Imm mm For�cemain diameter 2.00 in 50 Project ;LAMES TREUTEL Transaction dumber: Page 4 of TDH and Pump Tank Drawing Total DyrtamiC Head Operational head 2.50 ft MM Vertical Hft 9.80 ft Are wie� the higlreet pow in the Friction kiss 0.95 ft system? Yee x hens Total dynamic head 13.25 if no, what is the highest elevation Dose Volume dam of pump? Dose is > 10 tittles lateral volume Forcemain drain Lateral void volume 12.1 gal 45.8 L back to tank? ( "x" one) Minimum dose 121.0 gal 458.0 L x JYes Drain back 12.2 gal 1 46.2 I L No Dose volume 133.2 laal 504.2 Typical Pump Chamber Layout In combination with state approved treatment tank Tank construction as per Comm 83.20(3) WAC. approved manhole cover with weather proof warning label and locking device grade levels junction box -� disconnect grade levels 'r Vert pipe electric as per NEC 300 and s =s F outlet Comm 1628 WAC location 16' (46 am) min. wan of pump L—" apps chamber or k>utiet joint combination tank A Provide 1W weep hole or anti- alarm on siphon device as necessary pump on B C Grade levels pump 98.9 ft -pump tank manhole = , r (10 cm) Off elev. 30.1 m minimum above finished grade D - vent =12" (30.5 on) rns�nkerr above finished grade 98.0 i ft Pump tank elevation 3 - (75 mm) of bedding under tank 29.9 m bots3 n of tank Tank manufacturer HUFFCUTT Pump tank capacity 12 gaVn Pump tank volume 6001gal Pump manufacturer IZOELLER Inches Gallons Pump model number 1140 c A 28.9 346.8 B 2 24.0 Alarm manufacturer LEVEL ALARM m C 11.1 133.2 Alarm model number OVL Q D 8 1 96.0 Project JAMES TREUTEL Transaction Number. Page 5 of Op let T c ` Lb ' kfk L 4 0 latA or ir • W' IE D CAPACITY CURVE OTAL DYNAMIC HEAD /CAPACITY' Singt Seal 'y 4 r . nrtit PER MINUTE : :...._t v1.r..r..Lc "140/4140 " I _ r�FLt trlr .N_r Ft I G01, I LtYS. 1 . 14— 91 Saa .— .__..- ..... .,. i l0 3.05 84 — 318 (40 --- I 15 a �� I --- 16 - \ I 1 4 'J 20 I 6.10 : 68 29" I ` -- , I;? - 11 1,:I NPI 35 �•--F '��[' ```� I 25 762 i 59 223 10 49 185 I30 `` r f 1� 35 10 61 SB Iaa 4G 2.19 21 ! 7 -- p I i i 9 1 I I -, -- V 6 -- SK1624A 4 — I 4 U.S. CAL ONS 10 2 0 30 40 50 60 70 80 90 100 11U - R• �— 1 80 160 240 320 400 .� F1.0'N KP .41r!L'rf i /fAI►14111 T CA/+TADV CA[) NDCMAI ADQI It%ATIA1►1C wvnww�r i raw 0%01%1 r %011% wr r.vrrar rar r �sw�revraw " ,_�cyL lygl GIIGIIIq�VIJ, lU1 VYfIlOn '�o�oifj, O1 V "4r414UlO gIIY JV '• f:V YYllll .i n alarm. alarm. • ' altemators, tordL ple, systems, are available with orwithout aii;rms. a • . ontrol alarm eyetarne ara avaliahla fnr 1 nhaaa n unne nca A in cimnlav sstem.:iee F•M0732. 1 1 RK16248 • V ::viable 'evei contrill switches are available for controlling single phase S, stems. • Double Figgyhack v, riahle level float switches are = ,vaiiable for variable SELECTION GUIDE level long) c c:a consuls. Single r l Sealed Clwlk -Box available for outdoor installations. See FM1420, 1 float switch` J switch. to FM0477� Foal switch or doubt; ;„ yback varabls level • Over 13ti F (54 "C-j special quotation required. 2. Mechanical alternato, M -Pak 100072 or 10.0075. • Refer to FM0806 for 200 F. applications. 3. See FM0712 for correct model of Electrical Alternator E-Pak. 4. Variable level control switch 10 -0z25 used as a control activator, specify duplex (:1) or (4) float system. 5. Fjur (4) hole J -Pak, junction box; for watertight connection or wirec -in simplex 140 Series - 53 Ibs. 1140 Serics - 73 lbs. 0 1 ' 2 pump operation, 10 -0002. _ 14064140•'• MODELS Control iaiactlor Model I M Vatlr•Pi1�mode am L Si�pltx - r l - uuplex (01u N4 wr 10 I nlOY 17.V i 0." - 1 6 J r d Or 3614 E 140 14 14 230 GA N — c - r j r 1& 5 _ 2 or 3 d 4 r, tJTI)f _cr:t H N140 BN Y w i o Jon t 1 or t Al! irsta ?.�iJri ). , ntiGlS, i2!r •t ko devices avid widir, E could be done by 2ar344 . Pc140 BEr146, 230 — Nrl; —� �1 p• 85 - or 3&4 a qualified liconted alrctrician. All riectricat and sality codes should be followed incl,j,,,,,g the mist rezerr� National F:acMr, Corte (NIECE anj the OouWe sea pun ; z e avails a wl:� L�ii]na' C' Ois,l r san; ,r. Se Fail indicator light avn4:!bla to NEMA 1 or NEMA 0 Occupati ;nal Safety and Health Act (WHA), control par Ws. RESERVE POWERED DESIGN Fo r unusual cond s reserve safety factor is engineered'rto the design of every Zoeller pump. ,•� �� /s �� / M /UL Itl P.O. BO)( Lcuisvtke KY 402:1&•0347 0347 Menul »-ruren. n/ �'— `[0� '���,� �1 SHIPTp 3649Caae Run Rcad zrA r/! Coulswliit, KY 40211 -1961 , P UdlP6 �- . �...•. ,c Aw _ UMP it S.rcf /939 ouu, aro -r '-' Aartment of Commerce SOIL AND SITE EVALUATION Page �— of rS`afety and eie in accordance with s. ILHR 83.09, Wis. Adm. Code /6f In�tegreted Se Attach Complete Slt;e plan on paper not less than 8 1/2 x 11 inches in size. Plan must County Indudfe, but not limited to: vertical and horizontal reference point (eM), direction and percent stoPW, scale or mmensicns, noiih arrow, and location and distance to nearest rcmd. Parcal LO. 0 - APPLICANT INFORMATION - PlB "se print ell lnJorm&tlon. � Re:asvret� � Date Pen"Al inf_rmstior. you fm =A& mey be vtsed for r- owxiiiry Purim (Pdvaey Lem, s. 15.04 (1) ,m)). - - 1 - -- tty Proparty Location V 4 C V r.-) Uj ` govt. Lot / ir,� i Ja,5 z Cr T -30 .N. Property Owners Mating ress / Lot # BiOCk# Sub d. Name or CSM# S7 �t/fJ 90 /�ir f' i � - city / // S Zip Phone Number j City 1 village ,� Town Nearest Road Now Constniction Use- ' N Residential / Nurrbe+ of bedroortlsr%K cJ- Addition to existing building ❑ Replacement C3 Public or cornmerc'a: Rtcc mrnend 3d design loading rate bed, gpde trench, gib Code dewed daily flow 9Pd trench, gpcL* Absorption area required bed, ft 'r�re�h its f.•, Wmiim design loading rate bed, gpolit Recommended infiltration surface elevations) T R (as referred to sita plan benchmark) Additional design/site oonsiderations - ---- f S Fired pISM elevation; it applicable . �c VA— ft Parent material - Tanfc i rou nd Pressure AT -0r we System M Rfl Conventional Mound n-a S a Surable for system U e Unsuttable for system ❑ S ®u '8 0 u ❑ s u ❑ s A u ❑ s .. i7 s v SOIL DESCRIPTION REPORT •`�"�• Omsistenceoe Boundary Roots Boring # Horizon Deptt+ t)ondnNrt?t Color Mottles ` Texh� -: - Bed , Tre<�h in, Mur�se�i Uu. Sz. Cont Color s` ah. �. El 7- ;Z /,o YRO ik� z' C L' 21--. G rou nd ? •[ � i Al t S %row tLmSD.� a 4: _ ..`.... 6 elev. a _ / i r ..Vn��_ C�• 1 �<._ MC -1 i.' !3 S Depth to limiting _ factor 'gin. Remarks: - - - ---- -- -- - -- Boring # Z � 0 � � 1 n � �'.' 2 ,�- S /ri G c,J ' Sri • 5 : ' �' A 7 7 asy v v^ /mac G s (around G elev. Telephone NO CST Name (f lease Print Signature �r� �C i /- h - p CST Number Addre , �. r` � � n % �u 'I � I� ��-� - � ^ � 8 -� Z� rs .— SOIL DESCRIPTION REPORT Page __M Boundary: Rowe Boring # Hoft-M L DarAh WY*-" Cc*w 44"M Ou. Sz. Cons Color 3r. Sz. Sh. Bed Trem " IR - EEI 1 22 / Grour-1 A v 1 C.,ji A?Cj e�2�EC 1 Depth W factor i�Lln. RemsiAz: Boring # Ground Slay. Depth to factor Remarks: Horl;zon Depth Dondwl color Mottles Te"ne SMicture c4naftwoe Sound" Roots In. 1#tute ell Ou. Sz. Cant Color tit. 32. 6h. SW Tren Baring # Ground ft. Dom to factor In. Boring # Ground ekw. ft. Depth to InAng fb:w — in, Remarks: , 18D -, -8330 (R. 07/96i, No• . y3 , Ply , ft C5 -3 I w _ g2 d A - B /45• 90 189, Cen l oui s 2 - � I • t � A I G 3 ----•� ' ra� Pr. $s. r , r . Ala /It. ION �ernorl J G1�;pY�SGh. •^'�% �'S i Z Z o 8.5 SPte No. LI �l NI wiscCnsln,DeRartment of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and ��'. C ► , •o i percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # 6 1 o' 107 0 7,0 — (nj 0 APPLICANT INFORMATION - Please print all information. Review ' ed l by Date vi Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). !r' . �i w 1 D . �� 910 Property Owner / Property Location s` - Y—n 0 n ( 1 / 1? C U f .S o", Govt. Lot 4w ) 1Z 1MNZ1 /4,S q T ©,N,R W f (or V� Property Owners Mailing Address Lot # I Block# Subd. Name or CSM# Cv 92 l ri v &Ie A4 ri? Ci / StateJ Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road l / le 55 3 ( c r a/ New Construction Use: 9 Residential / Number of bedroomsU rr.c-u)— Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: /Vl1 Code derived daily flow q192 gpd Recommended design loading rate - 5 bed, gpd/ft _ - (0 trench, gpd/ft Absorption area required JoO bed, ft - 7 S trench, ft Maximum design loading rate • 5 bed, gpd/ft • (0 trench, gpd/ft Recommended infiltration surface elevation(s) /T (as referred to site plan benchmark) Additional design /site considerations Parent material �.` �fv Flood plain elevation, if applicable ft S = Suitable for system I Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for systeml ❑ S ®U .® S ❑ U ❑ S .® U ❑ S IN U cis O U ❑ S '0 U SOIL DESCRIPTION REPORT Boring Horizon Depth Dominant Color Mottles Structure GPD /ft 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Z.�s ra �r / S m 'S ' �6 /AYR o � 2 s AN & "i e- S / Z s" /?' { G 2'W' • 5 ' 6 Ground 3 z� '5: • 6 elev. l SY 4 �y C Z C 7•S' Yip �� S c, 1 Depth to limiting factor T9 in. Remarks: Boring # YA Ground 51 yse ' [ 7j'Y(� Gyv` 5C 1 r r C elev. - �� —L l� ft. L✓ / � tom'. ll 1 °/ o l Depth to `r limiting % F fa f ' .min. Remarks: �— CST Name (Please Print) Signature -D '15' h 3371 Address Date CST Number Z 55.E SOIL DESCRIPTION REPORT PROPERTY OWNER Page Of ' PARCEL LD.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 13 in. Munsell Qu. Sz. Cont. Color ' l Gr. Sz. Sh. Bed , Trench t3 -/ /fa Y,C' �Z o n S/ 5 l✓7 C- Z r9I $ 6 2 /ZZZ /oY /- Cep Ground 3 2 Z $ 1� `��/ /von / 5 G ►,J �' 'S ; �� elev. Depth 10 S 5' Y wr-5 4 " Z-. - limiting factor in. Remarks: Boring # 13 Ground elev. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # cl Ground elev. it. Depth to limiting factor in. Remarks: Boring # E3 Ground elev. ft. Depth to limiting factor ' Remarks: SBD -8330 (R. 07/96) l J = D> �� r D� a ✓e rno n Jaco 5 h, C ��. z9 srtt No W Z w A NO, y3� q4 BWO Z = 99 ,!95 w— Bz 4 1 Cdn : /a 7 i A BM , 3M *2. ! r „�' M4 r-1�e nl 6y lc %fh 3� ST CROIX COUNTY SEPTIC 'ANK MAi BNANCE AG REEMf -INT AND O Wr 'ERSHIP CERTIFICATION FOIE Owtlez /Huyr;r Mailing Address �/ �'� � - � / . `/�/ Property Address kl*' X.Z5� (Verifica requ irt?d fr og) i Planning Dopartnent for new co nstructi on) — City /State -� j Parcel Identification Number L E GAL DESCIYIPTIO _X Propm Location 1 _'W, /11� %,, 84 C. 2 T 3d_ .�-I2,�c� W, Town of ��e Subdivision /1�� n . ^ _.._.._ _ Lot # Certified Survey Map # Ate' Volume _ Page # Warrant Deed # l Z f2 Y Volume 3 7 Page # _3 6 Spec house, 0 yes E) no Lot lines identifiable Vyes O no SYSTEM MAMENANCE I.mproPer use and maintenanceof your sal pc gystem could result in its premature failure to handle wastes. Fropernmixktanance consists of pumping out the septic tank every thr, a yeikm or sooner, if tieedod by a licensed pumper. What you put into the system can affect fu e e tank else fua f the septic t n . as a tre,► eAt stag in t h e w aste i ep �n th vaste dl seal a ste+ l¢E. The property owner agrees to submit to 3t Oroix Zoning Department a cortif oatiom form, signed by the comer and by a master plumbor, journeymanpltuuber, restrictedpl irnber or a liceasedpumper verifying that (1) the on -site wastewaterdisposal system is in proper aperatii)g coud.itic_m and/or (2) after in. �ection at4d pumping (if Necessary), the septic ttzk is less than 113 full of sludge. Vwe, the undersigned have read the above rcquiret hunts and &&too to maintain the private sewage disposal systern with the standards set forth, hereirt, as set by the Department of Coed "me and the Department of Natural Reaortxcea, 3tato of Wisoowfal C& tl' - 6"1160 stating that your septic syrttem has been maintainer 1 must be completed and returned to the St. Crotx County Zoning Office 'Within 30 days of the three year exp date. X w �( SIGNATU ' OF APPUl6AIiIT DATE OW NER CER-11 I TA ION I (we) certify that all statements on this :1rm are true to die best of my (our) l mowtedge. I (we) am (are) the owner(s) of the property described above, by Virtue of a watrl ity deed recorded irk Register of Deeds Office, 5IGNr1TUILP F APPLICANT DATE •'t " "'r Any iafarmation that is mis- represented rr ay result in the sanitary permit being revoked by the Zoning Department.'+' �" s *' Include with this application.- a stamped wan Inty deed from the Register of feeds afi•;re a copy of the a rtified survey mop if reforance is made ro the tvarrauty deed 11/088 MON 16:21 FAX 715 386 4687 REGISTER OF U001 VOL 1375m[369 � STATE DAR OF WISCONSIN FORM 2 - 1982 I ( WARRANTY DEED I /' DOCUMENT NO. , _ RE01SF (' ST. CCO.. WI ;I Vernon R. Jacobsen, a e D rson. by__ I� Red ilr ftr0fd I Bonita - m. Lettengarver, his attorney -in -fact, I NOV Q 9 198 I I' .y "'oo p. m 'I conveys and warramrs to James R. Treutel a nd Vickie L. �� -s� wee U),�,ti I I, Treutel, husband and wife, survivorship marital �I. Re later at t94ndp prop erty, I, THIS SP ACE RESERVED FOR RECORDING DATA _ NAME AND RETURN ADDRESS the following described real estate in St. Croix County, iI II State of Wisconsin I i i ` ay�o 3 iI i? of 010 - 1070 --20 -0 00; 010- 1070 -10- ,; I I PARCEL IDENTIFICATION NUMBER — ���� {� , I! , r 1 The West Half of the Northeast Quarter (W1 /2 of NE1 /4) of Section Twenty-nine (29), i . Township Thirty (30) North, Range Sixteen (16) West, St. Crbix County, Wisconsin. i ' II , �I fI '• I (i ,I � ,I n I. , I ' i I 'i