Loading...
HomeMy WebLinkAbout040-1248-50-000 Q o o o° o a ti I I o I N y, h r I O Z N o Z I c _ LL c LL o � � I 3 0 m 0 0 N +. W N N a m CN N H W O I O Z V I U � o I � m � cu �V c O 2 z z O w-_ N (D z LO _ C N R N R a o m o •� x C j C T O C U @ N 2 Lo �i O O O z o • +ri j m a m CL I o N °' rn O W J U c rn rn Z �y ' CO Ay ° N O j n LO d N Q {7 Q cl O O N N c co O E O^ E N 0 F O CO 0 O C @ � C L � N N O V 0 O ~ ) 0 0 1 trx'� ` N C .- _ , my ro z U') ~ V V O O 0 y O • y�,�' O N I - M O z I n Z Y a. O � N 7 4k C d T m C N .V (D C tt w o m 3 3 O _1 A va Omv Wsconm+n OeMntnent of Industry. SOIL AND SITE EVALUATION REPORT Page 1 W _j_ Labor a Hurnans e iaUo 9s oivisjon of Safety in accord with ILHR 83.05. Wis. Adm. Cade COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but ST. CROIX PARCEL I.D. e not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or dimensioned. north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT A W _ VATI REVIEWED BY I I DATE PROPERTY OWNER: `1. _,A EIM LXAnCN E 1/2S 24T 28 NR 20 W TOM RUEMMELE &JOHN AND BARB / i nn '° LOT 1 14W 1/2S 19T 29 NR 19 -640 W PROPERTY OWNER':S MAILING ADDRESS l abMt 0 SU80. NAME OR GSM ft 260 COUNTY ROAD F - TROY VILLAGE CITY, STATE ZIP CODE " KNE NUMBF.i� � ILLAGE OWN NEAREST ROAD HUDSON W 54016 X7.'1 1 t� rt?Y RfJ Y cui �Q N ow Constnxon Use (� J Residential f F 3 ( ( Addition to existing tnaldirtg j ( Replacement (1 Public or t I re 450 R ed design loading rate , ¢ bed, g — trench. gpditt Code derived daily flow gpd �_ P Absorption area regWred ? s bed. lt .� trends, ft Maximum design loading ram D1 — bed, 90M !�2 4 Mxh, 9PdM i benchmar BY DESIGNER ft as referred to site plan bench elevations Recamrnended infiltration surface () ( P Additional design I site considerations 046, A%T�S ' 00/ 10"lle 3 Parent material 1 � 1'rlL6. Flood plain elevation, if applicable N/A It S - Suitable for System CONVENTIONAL M0VN I 144GROUNO PRESSURE I AT.GRADE SYSTIBA IN FU H=ING TAW U s Unswtable for system I Q S NO I IrS ❑ U ❑ S KU ❑ S M I ❑ S W I CIS m U SOIL DESCRIPTION REPORT Oepth Dominant Color Monies Structure GP0/ft4' Boring # Honzon in I Munsell I p $z, c color I Texture I Gr. Sz. Sh. I 1OB I I ROO° 1 Bed ITrerxri A 0 -13 110YR 4/2 - -- sl 2m -csbk mfr cs 2vf -f 0.510.6 211 B1 1 13-24. 10YR 4/4 - -- sl 2m - csbk mfr w lvf 1 0.50.6 Ground Z 4 4-31 .5YR 4/4 - -- s l lcsbk Tnf r 0.4 10.5 I 9 -7 ft. 3 1 -37 7.5YR 4/4 Iflf 5YR 4/6 scl 2m -csbk Mfi l es 1 Iyf - -- - -- Depth to R 37 -40 10YR 8/3 - -- 1 . 1titst - -- - -- I - -- --- --- limiting factor 31" Remarks: Boring # Al 1 0 -10 10YR I __ I sl 1 2msbk I mfr as 1 2vf -fI 0.5 0.6 ;;,171 A2 0 -17 OYR 5/3 - -- sl I2msbk mfr cw Ilvf -f 0.5 0.6 BL 9 7 -36 OYR 4/4 - -- sil 2msbk mfr I w of 0.5 '0.6 Ground 4 ft B2 6 -47 OYR 4/4 If if 5YR 4/6 sl 2 k I - -- - -- B3 47 -50 7.5YR 4/4 Imld 5YR 4/6 sc 3msbk mfi I lvf - -- - -- Depth to limiting R 50 -52 10YR 8/3 - -- lm --- --- - -- ' -- fa�r � I - -- - -- 1 Remarks: Name —Flaw Priu JAMES 0. FILKINS (715) 425 -7631 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST., RIVER FALLS, WI 54022 S'gnatixe: Dar: I- /tIol f 7 CSTM03988 PRopERrYOWNER SOIL. OESCSIPTION REPORT Page gal 3 PARCEL 1,13.0 ` Depth I Moates (Texture Structure I IRoots GPOrtte 80mg # Honzon in. Munsell au. Sz. Cont. Color Gr. Sz. Sh. Bea Treren A —9 OYR 4/2 - -- sil 2msbk mfr cw of — 0.5 0.6 :< 55Q- B1 -26 OYR 4/6 - -- sil 2msbk mfr ,gw 1 1V f f .5 6.6 Ground B2 6 34 0 R 5/ i - Y 6 - -- sil 2msbk mfr cw of .5 �.6 � ! tt B3 4 -48 OYR 4/6 f2d 5YR 4/6 sl Ilcsbk mvfr cw ' Depot to R 8 -52 6YR 816 - -- linst - -- - -- - -- -- -- = -- MAN fat, Remarks: Boring Gmund I ft 000 to lirmong ta= Remarks: Boring 4 Ground I elev. Depth to limiting factor Remarks: Boring # Ground elan. ft Depth to l irntting facwr I '� Remarks: � 580- �otA.osr� i PAGE 3OF3 SITE PLAN NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. Go Ir 0 J lxaAl ��,��, ,5 4" = 9¢s fZ g-z// ° SCALE 1 It = 40' tip p B sso G o T ¢ 7 T' 1 OGDEN ENGINEERING CO. DAME ILKINS, CSTM03988 Civil Engineers S Lana surveyors ' �� 113 V� . Walnut S' W 54022 DATE: 715) 425 -7531 Wiscr;nsm oeoariment of 1ndusw. SOIL AND SITE EVALUATION REPORT Page 1 of I_ Labor and Human Relations oiwsan of s a f ety s 9uddings in accord with ILHR 83.05, Wis. Adm. Cade COUNT`! Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include. but . CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PAA RCEL 1.0. dimensioned, north arrow, and location and distance to n ` — rp J APPLICANT INFORMATION- PLEASE PRINT FO RMATI REVIEWED 6Y DATE_ PROPERTY OW N ER: R ECEIVED NQVW L='nON E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BARB OT 114W 1/2S 19T 29 NR 19 4( W PROPERTY OWNER':S MAILING ADDRESS - - -j A 1 199 SUED. NAME OR CSM >e 260 COUNTY ROAD F -'° TROY VILLAGE CITY, STATE ZIP CODE "E NUMB U'VW ILLAG Mr OWN NEAREST ROAD HUDSON 54016 1 � 1 - nRLJ&Mvv JQ New Ccnstrtxdat Use ( J Residential / a',bedro©tlas` - ` ( 1 Addition to existing tntiklirtg l I Replacement [ ] Public or can mercial d Code derived daily flow 450 gpd Recommended design ktadiiM rate Z1• ¢ bed, 9Wtt — tretxh- gpdM Absorption area required '37S bed. tt �`!S Mill, ft Maximum design loading rate D, — bed. 9poV1 1 5 G trench. 9pdlft Recommended infiltration surface elevations) BY DESIGNER It (as referred to site plan benchmark) Additional design / siM considerations 0410 A14725S mN tf"'X 3 Parent material GOB =ST �L L l �LD�Z! /T'E Rood plain elevation, if applicable N/A tt S =Suitable for system CONVENTIONAL ► N 0 INd'aR0UN0 PRESSURE AT- GRI10E sysTeA IN FILL HOLDING T AW U Un for stem I ❑ S NO I I� S ❑ U ❑ S 9 I ❑ S �'[1 I C3 S ®'0 C3 S K U SOIL DESCRIPTI REPORT Bonng # Honzon+ Oepm I Oomtnant Color I moon (Texture I Stru=re I II I Roots GPD/tt in. Munsell Clu. SL Cont. Color Gr. Sz. Sh. Bed ,Trench A 0 -13 10YR 4/2 - -- sl 2m -csbk mfr cs 2vf -i1 0.510.6 211 B1 13 24.10YR 4/4 - -- sl 2m - csbk mfr 1 9W lvf 0.5 10.6 Ground 2 24-31 7.5YR 4 / 4 - -- S1 0.4 10.5 elev. i 9 B3 1 -37 .5YR 4/4 flf 5YR 4/6 scl 2m - csbk --- - -- Depot to R 37-40 l OYR 8/3 - -- lms t - -- - -- --- --- Gnrting factor 31" I 1 Remarks: Bonng # Al 1 0 -10 lOYR I ___ I sl 12msbk mfr as 1 2vf -fl 0.5 0.6 171 A2 0 -17 LOYR 5/3 - -- sl I2msbk mfr cw I1vf - f1 0.5 tJ.6 B1 7 - 36 OYR 4/4 - -- sit 2msbk I mfr I w lvf 0.5 0.6 Ground 94 ft. B2 6 -47 OYR 4/4 If 1f 5YR 4/6 sl 2 I - -- -° B3 47- 50I7.5YR 4/4 Imld 5YR 4/6 sc 3msbk Depth to limiting R 50 -52 10YR 8/3 lmst - -- -'- - -- - -- 36' T Remarks: Namt— plows Pm" JAMES D �qNc �OAw (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS. WI 54022 Signw Date: to �7 CST CSTM03988 I - PRaPEN1YOWNER Sall OESCRIPTIQN REPORT Page of �_ PAACELI.O. i ` Oepttt DominantCosor I Manses (Texture I Structure re +� II q�tg GPO�tt' urn Boning a Honzon+ in. I Munsell cu. Sz. Cont. Color Gr. Sz. Sh. I Bed T A - OYR 4/2 - -- sil 2msbk Imf r lcw of - f 0.5 10.6 550':4 r w of 6.6 B1 -26 OYR 4/6 - -- sil 2msbk Mfr I g .5 Gound B2 6 -34 MR 5/6 - -- sil 12msbk mfr cw of 3.5 0.6 94�.if� B3 4 -48 OYR 4/6 f2d SYR 4/6 sl Ilcsbk mvfr cw of Dow to R 8 -52 6YR 8/6 Ilmst fat Remarks: Boring # MUM Ground elev. ft. 0epm to limrong factor Remarks: } Boring I I 1 I l Ground I I 1 elev. D epm to limiting I tactor Remarks: Bonng # I Ground elev. tt. Oepttt to finating factor I Remarks: SBOavolfA.ot�21 PAGE 3OF3 SITE PLAN NOTES: PROVIDE MINIMUM OF L' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. 0 Go7 �S J I � SCALE: 1" = 40' 1 tip p 8 - sso L o T 7 / Csv,c T 1 OGDEN ENGINEERING CO. JAMES 66. FILKINS, CSTM03988 Civil Engineers & Land Surveyors f^ / /6 / 113 W. Walnut 71) 425- 76311s, WI 54022 DATE: d /n W ST. CROIX COUNTY ZONING DEPARTMENT I - 1(01 44 AS BUILT SANITARY REPORT Owner rD1 i A aRA rty � Pro a Address E`ER P City /State U S J W /.. -F4 pa 353./C Legal Description: 1 71F 2_5-00 Lot y5 Block Subdivision/CSM # Sf P t ab y r� !,/� o f i / sue /a, Sec. 2i/ . T a� N -R W, Town of �i � Y PIN # 5 /Vb Gv�LL SEPTIC TANK -- DOSE CHAMBER -- BOLDING TANK INFORMATION: iNSY 41, 1�7> M I p r i&tV JW . C?p 75 o 6a , 1 ° E- Tank manufacturer )Pre,'45 7� Size ST/PC / Setback from: House fO Well P/L Pump manufacturer Model Alarm location /, v- iA�:-- r=7 • D6 (HOLDING TANKS ONLY) Setbacks: Service road Vent to Tesh air intake Water Lid- Meter loeafim Al location SOIL ABSORPTION SYSTEM _- Type of system: DU ' y � Width `O Length /2S Number o onches" Setback from: House CW' Well z --- P/L 3-5 Vent to fresh air intake ELEVATIONS f ,, �� /17— ,V� Lo T $ vev & S/D i� ° S / r /00-0 Description of benchmark Elevation Description of alternate benchmark ai- f P 740 v S 41f/ Elevation /J-1`0 s•T= /d3.y3' /03 20 ' ! o3, lo 3 �o 4 7 50 ST. / —�. 2. /O /, Sy ' Building Sewer ST/HT Inlet 3- ST Outlet PC Inlet PC Bottom �' Header/Manifold Top of ST/PC Manhole Cover - / D S. O F " Distribution Lines cg i Bottom of System () 1 d a 0 () ( ) Final Grade O /069 353/x/ � Date of installation f � number State plan number 2Saa-7 i�� ��pp 2Z (Q Plumber's signature T o License number Date Inspector Complete plot plan ORIGINAL r f w NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark if applicable. � P LAN VIEW I I INDICATE NORTH ARROW ♦M ` d M O d d '�b' , r R, n1 w i 1 � - Eh clak -- C l 4 CL 01 co 40 �V o � -; t� Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Count Safety and Buildings Division INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 353161 Permit Holder's Name: ❑ City ❑ Village [3d Town of: State Plan ID No.: Th omas & Debra I Town of Troy o? SO iD f CST RM Elev.: Insp. BM Elev.: BM Description: 50 04 Parcel Tax No.: C>0 , I) , a,vaA d AM amsu 040 - 1248 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic �z) ()� ( fib Benchmar �' Q • y Z — i5 21 Alt. BM 3V & 6 , r t(oSo Bldg. Sewer Lr, 03• Ht Inlet • �� 3, 3 TANK SETBACK INFORMATION &Ht Outlet y 33 o3•Zo TANK TO P/L WELL BLDG. geintake ROAD Dt Inlet 6-•1,( l ow lot-57, Septic f --�— NA Dt Bottom 'GS SII�.F. Ll In, , NA Header/ Man. Aerzrtlh 5a �' 0 e2 3 1 NA Dist. Pipe Bot. System o D3,8�i PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand St cove `� I - " /45, 3 Ib �b Model Number � GPM i36 co�•�8 02•�+�- TDH Lift Friction �0 System rj� TDH � %t M oss Forcemain Length Dia. •�," Dist. ToWell psi(.( -. 5-3 SOIL ABSORPTION SYSTEM 2. ty = /05.0 q' / T Width Length o O PIT No. Of Pits Inside Dia. Liquid Depth EN I N IMEN I N SETBACK SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type Of CHAMBER Model Number: System: W. 3 2 4- A � '�—" OR UNIT DISTRIBUTION SYSTEM 5 Header/Manifold N Distribution Pipe(s) t yi x Hole,Size x ole Spacing Vent To Air Intake Length Dia. Length :Z O Dia. aL Spacing f� [ // fl r SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed/ Trench Edges Topsoil ❑ Yes El No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 12,L199 Inspection #2: b/ / 41 Location: 275 Tuj3 be udson WI (E1 /2, Section 24 T28N -R20W) - 24.28.20.1287 C- i S.Pw�.ar1 • bs Z. �1' e� �e�. 0 . s'r Plan revision required? ❑ Yes IN No Lj %e other side for addi 'onaI ' f rmation. M ' _ SBD -6710 Date Inspector's Signature Cert. No 5*17te : 2-7-S TURPt3e9P y C7 Safety and Buildings Division A sconsin SANITARY PERMIT APPLICATION 2 1 Box Washington Avenue Department of Commerce In accord with Comm 83.05, Wis . Ctc@e, 1 Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the syst paper n t s t'.k, my sr. rl c leo than 8 112 x 11 inches in size. a r '\ • See reverse side for instructions for completing this applic I vi SAS a anitary Permit Number _. -1 up YJ Personal information you provide may be used for secondary purposes s3 M f�s9 [1'che " k if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. ST CRU1X Sfate Ian 1. D. Number I. APPLICATION INFORMATI N -PLEASE PRINT ALL SO Property Owner Name P `_ ropert ay' T/fz��'1 S oE��e4 /70/Q lJ'J ^:. , � 2 T , N, R �E (or� Propgrtsr O� i e ii Addr li J - T u HeE. Block Number CitySt ate Z�cad� G 66 juu� Subdivisi n me pr r ? 11 TYPE F BUILDING: (check one) E] State O !t l% / Nearest Road ❑ ge / / ��Pti�i R Public or 2 Family Dwelling - No. of bedr T a wn o f 111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) ;; Zo • 12S'7 i3 ya, 1 C] Apartment/ Condo 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 on line B, if applicable) A) 1. B-!rew 2. ❑ Replacement 3_ ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an System - - - _ -- System - _Tank Only -------- ---- -- Existing System - __ - - - -_ Existing - -- -------- - - - - -- 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 1 ❑ Seepage Bed 21 ound 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. S stem Elev. 7. Final Grade Required (sq. ft.) Pro d (sq. ft.) (G Is/day /sq. ft.) (Min. /inch) �Q� � , Elevation Feet Feet Capacit VII TANK in Ca gallo Total # Of Prefab. Site Fiber- plastic Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel lass App. New Exist' strutted g T nks Tanks /�? /DwE3 ?>�✓ Septic Tank or Holding Tank ?SCE D 2.. e-r-fs 7-- ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber l Sd V & S O ( 1 -f"tiC• ❑ ❑ 1 ❑ ❑ ❑ Vill. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage syst shown on the attached plans. Plumber's Name: (Print) Plumber's Signature: (No Stamps) PARLMPRSW No.: Business Phone Numbe 12 B aI; T' ?�l�j,�Z iG�,T Zz. 4 3 " S 71T • 3 6 �/ � S Plumber's Address (Street, City, State, Zip Code): &5-y D i /UQ5F7 G IX. COUNTY/ DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Few t�ndudeseroundwacer ate Issued Issui g Agent Signature (No Stamps) X Approved E] Owner Given Initial 0 / Surcharge Fee) Adverse Determination 5 a -E X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD -6398 (R. 4199) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber r . Safety and Buildings �y PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 isconsin www.commerce.sta Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary October 01, 1999 CUST ID No.226375 ATTN.• POWTS INSPECTOR ZONING OFFICE ROBERT W ULBRICHT ST CROIX COUNTY SPIA 655 O'NEIL RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identification Iqumbeo APPROVAL EXPIRES: 10/01/2001 Transaction ID No. 250070 Site ID No. 181720 SITE: Please refer to both identification numbers, Site ID: 181720 above, in all correspondence with the a cy. ST CROIX County, Town of TROY El /2, S24, T28N, R20W Lot: 45, Subdivision: TROY VILLIAGE Facility: THOMAS & DEBRA MORGAN 275 TURNBERRY CT, HUDSON 54016 FOR: Object Type: POWT System Regulated Object ID No.: 493736 MOUND / DWELLING 900 GPD 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: • A copy of the approved plans, specifications and this letter shall be on -site during construction and open to p ' ' inspection by authorized representatives of the Department, which may include local inspectors. All permits Coll required by the state or the local municipality shall be obtained prior to commencement of or construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address / pN1S� 1N on this letterhead. Sincerely, DATE RECEIVED 09/25/1999 ! FEE REQUIRED $ 200.00 FEE RECEIVED $ 200.00 MMES B QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)266 -3937 , JQUINLAN@COMMERCE.STATE.WI.US Wig p f" cc: THOMAS MORGAN OR�G iN �L UL.BRICHT & ASSO 1ATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715- 386 -8185 Private Sewage Consultants P "LIVE 24 1999 PROJECT INDEX -� 3t06S. DIV. DIL.HR Plan I.D. N Date Sept. 22, 1999 Owner Thomas & Debra Morgan Phone 651 - 501 - 3785 Address 2452 Cochrane Circle, Woodbu _ .. _- . r Y, Mn._ 5512-5-- Legal Description Lot 45, Troy Village Plat, PIN 040- 1248 -50. E 112, Sec-24, T28N,R20W. Town of Troy County St. -_ C.S.T. Robert Ulbricht 226375 Installer R. Ulbricht MPRS 226375 - -- Local Authority/ Supervision St. Croix County Zoning Dept. _ PROJECT DESCRIPTION New construction. For a proposed potential, per plans, 6 bedroom home. Estimated daily wasteflow: 900 gals. Soils are permiable (.4/.5 GPD /ft2) but underlaid at 2411 with limestone dolomite. A long narrow mound system using 24 of sand fill is proposed. Two septic tanks (Midwestern Precast Inc. Menomonie, Wis.) will be set in series. A 1000 gal. tank and a 750 gal. tank. The last tank shall be provided wit h a Zabel filter, and with an approved above ground locking manhole/ service cover for maintainance. &Associates Psi i ;N gate Sewaya consultants 655 O'Neil Rd. ,.�fiodson.Wis. 54016 � JPONDENC � Pg.l PLOT PLAN VIEWS ?i z 3 �� Pg.2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS Pg.3 PIPE LATERAL LAYOUT Pq.4 DOSING CHAMBER CROSS SECTION Pg.5 PUMP PERFORMANCE SPECS '111is design ror installatton is based entirely on measurements, elevations, Iandsr-arp conditions (Slopes etc.) and soil suitability prov ons, C T►�r' acctirar,y of h.i.s specs, as rPP:)rted, shall remain the oleresby CSTM of the CS'ITI• ponsibili.ty Any use cf this POWTS design by any licensed plumber, or any relat -d unlicensed parties or persons (excavaters, laborers) shall not be construed as an assumption of responsibility by the designer for the workmanship, construction, placement, substitution or selection of any components not specified, or any assumptions by the pluntter that any unspecified components are state approved or proper, or the effects of poor judgement if working under adverse damaging weather conditions (wet /frozen Bolls) by any such parties or persons. i q 2 C) `J � A r In W ei Q L- D V o • �` \ c a• Via, � U) w a J c� 4� � 2 1 3 � m . v d CROSS SECTIOKJ o MOUOD wi rt-} T3 4 @o of % ro A Ile WSA Di ST Ri(30 DO Gr ' 'rk ck-oE59 P ►Fw G- OF TO so L s ysrEM E 0"' FORM TOE Ir �d3• gg 3 RATIO V k) F'b RM Z-- °70 51 o P EE F O R C E � I WA WJ OE R MAW � . D FT — E LE V /4rl o►� s -- ImVERr O 2 )AT£ FT- - -- - - T O P o f Rock { I /• S (`T. T o F —2- -- I ATER A �S • PLAN VI EW OF MOUAJD -- wi Tt} BE E0 ro'PC MA I 15 io 74 L „ �Uc F T. I _ •I (3 /2S Fr F r w -- -- - - -___ ___ - - - -- 1 w r W . 3 1 0 Rep of PVC CAppEd A g9RE ATE �135ERVhi`to� P�pEs PERMAOt"T M A VERS RR(QU1REr BA SAL RE 'D ( vRS rE' l ow _ 2 --• 50 ,5 0 1 t- 101 I TIPATIOE APAC ry Sa. Fr. PR opoS Ev BAS AQ = C3 �( A + z i�5 x G + C S �. FT, P . 3 D%STRi f3uT+ oA3 PIPE O E t w oR K LA yo( ) r TaT�tG l�dlU -�r�_ o� R T� l . -'\ p 1 Fr R F r FORCE MA('N N S Fr. o f 2 PUG y IL) cNES VAR, ABL TOTAL. VC9ID Uoluhe s, 7 Gals STAo N DIE D� i�HeTE�R /y ING � H 5 FopcE MA t} � S �� 2 Wc-14e OF HOIE5 R; PE - z 5 'LOVERT ELEVAT100 OF- L S 'D TAi L & C AP ' f�E R Fc� R IlTE D P' P C—L) • ReMouE All DRill BURRS y • HOIES IOCATEb 0,,,3 BoTToM EQL )AIIY SPACED , I' S T Ri BuTtflM 'DISChAR G-E RATE t=oR eAch c.grER�9 L - &AL�N1�'N. TOTAL. - 0( STRi 1 B0TIo0 3)I5CH RATE F O R kkir woR K SQ 5Q GAL /M1�N. J PUMP CHAMBER CROSS SECTIOU AMD SPECIFICAT10k1S P�41E I OF 5 --�-VEUT CAP r `"C.I. VFUT PIPE APPROVED LOCKING WEAT{�ER PROOF JIINCTIOIJ BOX MAIJHOLE COVER 25' FP DOOR, l✓ /t,,,,4RA1IJ6- - 1 A Ac WIHOOW OR FRESH 12 "M11S. P,IR IAITAKE I GRADE I 4 "MIM. f I --�' �r72 COUDUIT �~ — ---- - - - - -- 111 - - - -- l' PROVIDE I - -- -- y I<\)1 .-L T AIRTIGHT SEAL I I / I I I G I I I APPROVED JOINTS APPROVED JOINT A INy� S IC i WJC.I. FIFE I A��C,�A ( I II ALARM EXTENDING 3' EKTEHDIAIG 3' _ _ 30 ^D ONTO SOLID SOIL ONTO SOLID SOIL B OIJ F LEV. F T. - - -- j - -� 2 O 1 PUMP OFF lqoxi6 OF D (, Psi �r �" I Situp BLOCK (�•-- lE VA RISCR EXIT PERMITTED OIJL -4 IF TAIJK MAIJUFACTURER HAS SUCH APPROVAL SEPTIC E 5PECIFI'CATI0MS ' Z DOSE M /U 0FS 1 4et& �IJ UMBEII OF DOSES: PER DAS TNIJKS M-AIJUFACTURER. /- TAA1K SIZE: / 6 c o GALL / OIJS DOSE v VOLLUME /O �/� O ALAR MARIUFACTURER: INCLUDI(JG BACKFLOW: GALLONS MODEL ►JLIMBER: -- -__� CAPACITIES: A= /Z INCHES OR GALLONS SWITCH T9PE; -- 7 � C S � / � � B= I�1CHE5 OR � GAILOAIS PUMP 50 R: /`�/ E Y J L C = 11 INCHES OR �-�7 GALLOAIS L�/� /6 = Z ' INCHES OR 50 / GALLONS h1ODFL IJUMBER'. / M � / �v � D SWITCH TJ PE: A 7SY �` MOTE: PUMP AUD ALARM ARE TO BE /^� INSTALLED ON SEPARATE CIRCUITS MIAIIMUM DISCHARGE RATE GPM VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. � FEET ���� SPEC S + MI{JIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . 2.5 FEET EACH p� J (� 35 FEE O F FORCE MAI X SS F/ 1, " j �0.1'S , } loo FtFRiCT10N FACTOR• • FEET / / 5 _ TOTAL 09MAMIC• HEAD — / FEET , 6 IUTERAIAL DIMEMSIOIJS OF TA►JK: LEKIGTH ;WIDTH ;LIQUID DEPTH i M E40 Series 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 12 35 10 N �j 30 tL 8 Z ?5 Z H 0 Z0 - 6 ~ 1 c � 4 1a- O 0 f' - r~- i 2 5 0 0 0 10 20 30 40 50 40 70 80 90 100 CAPACITY GALLONS PER MINUTE F. E Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex 98 -7443 " K3326 7/91 Printed in U.S.A. M E40 . 4/10 HP Effluent and Drain Water Pumps pptgER � FLOAT CORDS PLUG DIME14SIONS . Quick-connect, watertight Replaces switch assembly fittings are Inlerchange- for manual operation: _ IIT NPr able, replaceable from ♦ ` c� m) pump exterior. MECHANICAL. FLOAT SWITCH o e 1 Mercury-free. 90 angle operation. • � i • X 5.66 L n.6e oQ6.5mm) 7 1 /.l.1 [ MOTOR HOUSING I c \I Cast iron for efficient heat transfer.;.; ., _ - - OVERLOAD SWITCH i Built -in to protect against � t overload conditions. I L 4/10 HP MOTOR a 1600 rpm, 60 Hz, 115 or N r qy - - - 230V, single phase. Oil- . -- = — cooled and lubricated. ROTARY SHAFT SEAL ~ _ - mm - / Carbon, ceramic faces. I `✓ o PER07OiLlY.LLINCE CUM f I \ \\ CAPACITY LITERS PER MINUTE ' - - - -- - O 50 loo 150 200 250 300 350 - - -- - -_. 40 12 r VOLUTE /IMPELLER SEAL 35 fif r'+ :F 10 RING 30 Maintains high efficiency Sxr „ w ,� y It s and reduces recirculation 25 replaceable. T �, �.;jk ° ENCLOSED TWO VANE zo 6 U TELLER High efficiency, passes HIGH EFFICIENCY ABS c 1 s ", 4 3 /4" spherical solids. with VOLUTE , x ' stainless steel wear ring. Corrosion resistant. Passes 2 3 44" spherical solids. 1 h" 5 "UST WASHER. SLEEVE NPI discharge. _ o NRINGS 0 0 10 20 30 40 50 60 70 90 90 100 vice smooth operation CAPACITY GALL" PER MINUTE I extend pump We. ® F. E. Myers, A Pentair Company Z 1101 Myers Parkway s n � Ashland, Ohio 44805 -1923 419/289 -1144 FAX: 419 / 289 -6658, TLX: 98 -744 ' t s/ re- 4VV ,6e4*5* •' 175 70R,-1i34 Iea Y C 7- sf/arjC- Wisconsin Department of Industry SOIL AND SITE EVALUATION 3 Labor and Human Relations Page of Division of safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County .�r Include, but not limited to: vertical and horizontal reference point (BM), direction and S/ • CieD l - x percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # so APPLICANT INFORMATION - Please print all information Reviewed by Date Personal Information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner , Property Location V _ Govt. Lot 6411 1 /4 114,S Z y T 2t ,N,R :20 E (or )(D Property Owner's Mailing Address Lot # Block# Subd. Name eFGSM#- z Ys2- eo GX tV,+ vE_ G / /E 6 - rR 0Y v., ?-1A7 _ City State Zip Code Phone Number Nearestt Road 4 00 fl U�p /IN S 2 - 5 - 1( ( CO5/ ) 501 ' .37 * 0 51 El city El Village Town ?(J NS y ey Cr L1 New Construction Use: esidential ! Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow g � gpd Recommended design loading rate bed, gpd/ft ' S trench, gpd/ft Absorption area required 75 bed, tt 7,50 trench, it Maximum design loading rate f bed, gpd/ft s trench, gpd/ft Recommended Infiltration surface elevation(s) .5-12-2- F 4 • 3 It (as referred to site plan benchmark) Additional design /site considerations �` �'V ��N/I'�d LJ / y o U -v1� Gv Fyt. S/�� S�}•uf, Parent material DE'S S e & & 00 /,o .4 i 7 — Flood plain elevation, if applicable ft S = Suitable for system Conventional rM�ouunnd In- Ground Pressure AT- Grade / System ,iinn,Fill Holding Tank U = Unsuitable for system ❑ S !� U [R El El 5� su ❑ S E El S L'1 U ❑ S SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0-lo iP 30 313 — G J1 .M Aye 4 ; . S 2 /p •� /by,� ,3 / 1 K SL / 7 t 7 C&) , q: • S Ground 3 3 7•S y,Q y SL /fs ,� rA ,, dip. c �v - ; . S elev. G l f. m oTS . L ft. 7.5 R yr S'cG / 'sd + i s 3 c u 1,/ A ­' Depth to , limiting factor � In. ' $.S•s Remarks: Boring # o iz /o 4 313 L " -rX& 1 . q ' • S . Ground el v �ft. ' Depth to limiting Lt factor Z/-/ In. Remarks: CST Name (Please Print) Signature Telephone No. 206 r ?(L13Rt ckT 7/ • 31- ,•� /�S Address Date CST Number 2- 2-ce s UI richt & A Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 t PROPERTY OWNER /�Io/pG'/�.J SOIL DESCRIPTION REPORT - Page 2 of PARCEL I.D.tf Boring Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 3 / o// 10YAO 313 S Z /-.15 /D Yn 3/ sL / fs he . o 7CX 4s around i L /�!E �—JE V elev n , Depth to ) imiting factor Remarks: Boring # Ground elev. ft. i Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD In. Munsell Qu. Sz. Cont. Color Gr. Sz. - Sh. Bed , Trench Boring # Ground elev. ft. Depth to limiting factor In. Remarks: Boring # Ground elev. ft. Depth to limiting factor In. Remarks: SBDW -8330 (R. 08/95) r I 1 G 0 11 �� so \ N \ c ts IA s r ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM • Owner/Buyer Mailing Address Property Address 2 — L41 - h b etr�j C.-{ -• (Verification required from Planning Department for new construction) City /State 1 � SoN 1 ^- 3 Parcel Identification Number LEGAL DESCRIPTION r D� T yv 2 2p - 7�Y Property Location 1 /4, 1 /4, Sec. l , T N -R W, Town of Subdivision _ k^ �-► ,1t -n,'� `� _ Lot # 1 4-57 Certified Survey Map # Volume , Page # Warranty Deed # 5 f` 1 f �7 Volume /3 ,f 3 Page # 3 7/ Spec house ❑ yes V-no Lot lines identifiable JK yes ❑ no O S YSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 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 days of the three year expiration date. (3 G'J SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that,all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pr�erty described above„'bl.� virtue of a warranty deed recorded in Register of Deeds Office. v 'c SIGNA'T'URE OF APPLIC DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the.Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed _� �; ,,` R �:�:. ����� �. ;�. ,-- ;!: '.. ��\ 'sy. i, 1 ' i . i r' r ��� • ` < VOL 11 - 1 ) �Au0 1 1 • �e. IAUL HAI; r•r , %1 "C(IN 011 vOW.l 2 19`T, j 5 1.9 in?uaral r1t Nc> �� WAMIANlY HEED !r r "aTHLEEN H. WALSH r;1:GI5TEt' Ol•' OEEDS +� �)T. CR(IIX CO., WI troy Povc'lopmc,111 'k:oupot aLivn, a M 1111o5ot•a RECEIVED F(IR RE[L*D A -07 -1449 3:15 AN 4 a ". A .; In - -"- - - -- -- -- - - - - -- - -._.._ _.. _ MflRRAMT DEED EXEMPT it Thoma ,:,. Mc and IJebra J. 1'rryan, Ij CERT CrTy FEE: ° husband and wife { COPY Hi: TRAMSFER FEE: 224.10 i FMDIHG FEE. I1.v ". - - - -- _ PAGES. , , r - r h - :r h,tt ,h . �hnr1 rral P ^,late Nr _- -___ -' t - . - L - T o 1 K -- ^Ialr• r - _- of V'Ji >roncin. nF IVtWf0 - 1nt 45 of the Pl,it of Tro, Vi I Inge in the Town of Thor^as and Debra Horgan Troy, St. Groin C-IlIt,, Wisk•eaISII1. 835 F. 6th Stree; St. Paul, %1N `5105 T:ui•jcct to Ixc_J,rat.icn^ of rclvotionts, ctmrtitinns �r.il R ^strict.1v( for Troy village, rrrotdod in - -- Vol. 12 1'age 2")66, as Pl)c- No. 55g and tlle vwclaration of roir eviirso rovelrlt)t s, P, ucelld <!1tBicalicnNumtxrr(PlrJ): Ca r_lit ion � and C.•st mer.t.s, recordod in lot. 1 2 1 . 1 i aqo 301, as 1 ?oc. No. 55D9G9, 111 as apE�trltxl in the of f icc or the T'rwlisl er of 1)e­rl , for St. Cr-)I ('ounty, Wisconsin, and such other earmin-Ws, �F•rvatinns, restrictions and rnrorvations of rect: or in use, and obligations contained i in the Purchase '%greenent for this lot. i l l I iS Itt)t _ _ IrCinn�lrlil r+mr•ntly (is) — (is not) - F nnnlir �. A 't 28th d,, , 1 - ^. �c2.' 98 t / 4f t. • Kathv M. Co( ice President Trey Development Corporation (SEAL) j st I r AU111ErI I1CAnpN ACiu40 ?.'LE0G1.1FlIr x "I +1FSOTA z` s } „,,ll;,n(s► — - - -- - - -- -- -- — - - - -- s rnI E or W4SE'P+ffS-1N ..- _.- - -. _ _ - -__' -. ---- -- --- --- --- -- - - -- - u6 - ashcnU:._. ed lip - .y _ d.� at rQ PF+tconalh/ rnme brforn me this d,y n1 1 ecember I9 ( 1 8 __ the above mimed a F,7thy M. Ccx)k, Vic President Tro ire __ .Y__ _Y_p- 1opmerLt C r pnrat "o u I11 L F W-JAllFn S IAI E nAR Or WISCONSIN i (II nnl, _. _ _ __. .... -_ _--- -. In 'TIP Inuown In t+! 11 rorron _ who e.eculed the ru•hnii.�d by 5 7 r Or Ni ,^.lale) lorrgnirtq insl,tutw'ot and acknowledge 111+ Same. .z IIIIS it :4 till it.«tlt WAS OVA TrF1) nY 'Q, .�(.�.t t %l TROY DEVELOPMENT CORPOgA`I'ION Nancy L. Cl: f+ Nnl,ay rntdif -- - A o'�:a — —. ce'Mty i.:%Y1N. 2. (Slgnnhur+e Ol,ly he auihumi r.•(10 .rckno Iedyod. Dolt, arty nol t.ly Commission is e^rmanent. III nui stale PliplraUon nectcsary) J anuary ; I }g2000. ) — - -- - — — - - -- -- - 77 -- - - - -- nrr m� -- _ _ _ — - - �S82 r F. llp<q n+ p—l"l 1-,M” n.,, "v •••• ^• u u i WAni 111Y Or $tAtr nAn or Wi .r,,pi—, In? 0! ^ , ,� c � r ,.� +Ni R�� I� F ,rn n„ P .. I �,..; /r !vANC`! L. CL7 !otary Public Minnesota ANOy_1 COUNTY Ay Coa^ mission Expires 4an 3 .. 2000 v 1 z E 4? S� 5 °29r 12 r'k6l L � 3 no t / t 0000 S vi U 4 co �. W ►, 0 , 000 r" `°• cn 0 QA c cD e W L to LV a0 N to V) a � , r Co co A w N tD c ° v as 4 £t co v a +� oOrrw C.? _ _800 ,00 SIC 00 � p 4.7 � ---- 1/ 1 0 P� 1 100' Z V t a r l S t 000 510 00 gL OD OOo 9C 0 � cn �� — W U q to Q 1 0 cw - �� 00 ��` to ry °' o r o o h � . W �' � 0 0 co M �N 4 hti �o 00 - ° M N �o ,�' N . f a)� �'�" ����'�, CO r9t•L6z z �' 0 3 0800 000000