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HomeMy WebLinkAbout040-1250-90-000 ..� N 0 0 Q 3 0 N O v> M C d � C C C. N O N N L N ry i' N L I I I 0 I' � .� c C �'. O U O N z N mo _O C z O N 7 C6 E C U - o n Q v a iI I Cl) � � I z y rnZI!I = c z a m °'� am o 0 O z v m o Cl) i c � N C O ® z z N 0 z S C N N T ` c6 0) _ L @ a m U o N >_ r O 3 G O. . N N i I M f/� N N �l O N IL IL •ry �aaa g y 00 M N ' ce) M O �l : Or N O C O � @ _ d d O U C � ° O O u c O O O C a N O is ,I — o W C14 ol CO N-0 m E N ~ ° N O 7 2 2 @ L U • 7, oo H F- co O m z C� « Ul O L � ed ✓� `y m d d rrte� C� CL 0> .V O M C _1 0 = r. 7 0 N O . O A v a. 2 3 0 Wwwon•:%09parunenrofInou SOIL AND SITE EVALUATION REPORT Page Lot s_ tabor and Human PolauOns Oiwsion of Safety s Bindings in accord with ILHR 83.05. Wis. Adm. Code COUNTY - Attach complete site plan on paper not less than a 112 x 11 1 Plan must include, but ST. CROIX PARCEL I.O. A 1. not limited to vertical and horizontal reference Point nt (B , �ifis6tfon �artd'Y q pe, scale or dimensioned, north row, and location and distance c ` 'est road. `l� REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRI S INFC4ON _ Da ` � s PRO;P LOCATION E 1 / 2S 24T 28 NR 20 W PROPERTY OWNER: TOM RUEMMELE & JOHN AND BARB LE ' GOVT L 114W L / 2S 19T 29 NR 19 -640 W PROPERTY OWNER':S MAILING AOORESS RQjk L OT•re tt9 it I SU80. NAME OR CSM ff 260 COUNTY ROAD F `_' �gy'�UNh TROY VILLAGE CITY STATE ZIP CODE P JMBEA /CF ILLAGE OWN NEAREST ROAO HUDSON W 54016 (71 Y A New C,=Vuction Use [X) Residential / Num Addition to existing building (1 Replacement ( Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate bed, gWft � trench, gpoltt Absorption area required 0 O bed. trench, ft Maximum design loading rate z2• -„ bed, gpoltt • S trennch. gpd!(i Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations 5Fe it/dTe eW E 3 Parent material 55 — 17GL Rood plain elevation, if applicable N /A ft $ s SUltable lOf system t CONVONAL MOUNO IN.GROUND PRESSU EM RE AT4RADE SYST IN FU HMDM TANK U= unsturdble far system I ENTI O S z u I L O S III U I SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Stru=re Consistence BounOaly Roots GPDfft eonng # I A -24 6YR 3/2 I - -- Isl Ilcsbk Imfr I i Lvf 10.4 0.5 35fs<;r B1 4 -37 OYR 4/3 - -- Ilfs Ilcsbk Imvfr Icw 11vf 10.5 0.6 "' B2 7 -47 OYR 4/4 1 - -- Isl 2m —csbk Imfr gw 1Lvf 10.5 0.6 Gound lOYR 7/2 elev. B3 �7 -62 OYR 5/6 Im3p 5YR 5/8 Isicl 2m —cabl Imfi Icw ILvf I - -- - -- 89 1,.5_ ft. I LI C 2 -85 kOYR 5/6 lcld 10YR 3/4 Is IOsg ml I- -- 1vf I - -- - -- Depth to 1 I I I 1 1 limiting t actor 47 11 1 Remarks: Boring # A �_26 tOYR 3/2 ! - -- Isl �lcsbk Imfr �w of 10.4 0.5 357` B1 26 -38 6YR 4/3 - -- I lfs Ilcsbk Imvfr I w Ilvf 1 0.5 0.6 B2 I38- 45110YR 44 I - -- Isl I2m -csbk Imfr lgw Ilvf 1 0.5 0.6 Ground elev. B3 445 -55 I10YR 5/6 I - -- sicl I2m -cabk Imfi Icw v 0 ' 881.,.Ztt• B32 I55 -66 110 YR 5/6 fld 5YR 5/8 Isicl I2m -cabk Imfi Icw Ilvf I - -- - -- Depth to c 3 2 2 5/2 limrpng C 0 -82 IlOYR 5/6 Icld lOYR 3/4 1s IOsg ml ' - -- Ilvf - -- - -- factor 55 I 1 I I 1 Remarks: Nwme:- -pleefrePrnt JAMES 0. FINS Ph w- (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS. WI 54022 S'gnauxe Dam CST Nratfbw. l� 7 CSTM03988 PROPERTY OWNER SOIL O E S C R I P T I C N REPORT Page ? of d._ PARCEL 1.0.8 Oeptrt I Dominant Color Motes I Structure I GPO /ft Honzon Texture Conssmnce Bourr�ay Roots in. Munsetf Color Gr. Sz. Sh. � I sea Trer= Boring # Al 0 -11 110YR 3/3 I - -- Isl 2msbk I f 0.5: 0.6 > 281 A2 11 -26 I10YR 4/3 I ___ sl 2msbk mfr w _ B1 6 -39 OYR 4/6 ___ Ground sift B2 9 -47 �-M 4/6 - -- sl 2msbk mfr a 89 ft — oeom to B3 �7 -53 .M 5/6 m2f 5YR 5/8 is lcsbk mvfr -- fronting B4 �3 -65 OYR 4/6 - -- sl 12m—csbk mfr cs - -- fa= 1,711 BS 5 -80 �OYR 7/2 (m3p 10YR 5/8 Isic I3f Imfi - -- of - -- - -- Awmartts: - Boring # £ oX Grotrnd elev. ft. Depot to fi mmng f= Remarks: Boring # Ground elev. ft. Depth fo limiting factor Remarks: Boring # A MIMA Ground ele+r. ft Depth to liftrg factor 77 1 Remarks: 580�.1301R.Ot� k. PAGE 3OF3 SITE PLAN B- 3s7 0 0 All h ,B -Z8 3 Z— SCALE: 1 " = 40' B,C�OCs�itoR -/Z,�, T 71 o T 70 va GoT l � f N Alf S 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. OGDEN ENGINEERING CO. JAMES F CSTM03988 Civil Engineers & Land Surveyors DATE: 4 14 a7 113 W. Walnut t. 425-763 Falls. WI 54022 Wisconsin tiepartrr>An of Inoustry, SOIL AND SITE EVALUATION REPORT Page of Lahor and Human F1elauons 9 �_ _� Oivshn of Safsry s BuJdings in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan an paper not less than 8 112 x 11 inches in size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PARCEL I.O. a dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION— PLEASE PR 7 <% �l OR ION REVIEWED BY DATE PROPERTY OWNER: fi i PROPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND B RU LJ Cam• LOT 114W 1/2S 19T 29 NR 19 - 640 W PROPERTY OWNER':S MAIUNG ADDRESS T a 8t9 AWS SU80. NAME OR CSM x 260 COUNTY ROAD F '"� 69 1 TROY VILLAGE CITY, STATE ZIP C t, E No CITY OVILLAGE TOWN NEAREST ROAD HUDSON W ISCONSIN 54 (715P 2 OY Sr 4 Q D4 New Construction Use CX J Resid to existing buultting i 1 Replacement (1 Public or ` Code derived daily flow 600 gpd mended design loading rate ed, gpivtt trench. 9Pigft2 Absorption area required DD bed. ft X trench, ft Maximum design loading rate Z2, ±_ bed, go/tt • S trench, gpolft Recommended infiltration surface elevation(s) BY DESIGNER ft (as referred to site plan benchmark) Additional design / site considerations 5� A/O - rt!�,.S PAI E 3 Parent material SS 7 zl Rood plain elevation, if applicable N/A ft S a Suita�e for System CONVENTIONAL MOUND IN GROUND PRESSURE ATGFAOE SYSTEM IN FRL HOl,O1NG TANK u Unsuitable for system ❑ S KU ($ S❑ u 0 S aU 1 S 21u 1 ❑ S �U 1 0S I1 U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Stru=re CGPD /ft Horizon+ Boring /t : m A —24 6YR 3/2 1 - -- Isl Ilcsbk mfr I i Lvf 10.4 0.5 35fr B1 4 -37 OYR 4/3 - -- lfs Ilcsbk lmvfr 1cw 11vf 10.5 0.6 B2 7 -47 OYR 4/4 I - -- sl 12m —csbk mfr Igw �vf 10.5 0.6 Ground eiev . 10YR 7/2 . B3 7 -62 OYR 5/6 1m3P 5YR 5/8 sic) 2m —cab) mfi cw �,vf 1 -- 89 1 _ 5 ft. II — - -- Depth to C 2 -85 kOYR 5/6 Icld 10YR 3/4 1s 10sg Iml F- -- 1Lvf I__ 1 1 1 I li miing factor ! ( 1 1 1 1 Remarks: Boring # A �_ 26 � OYR 3/2 - -- sl .csbk linfr �w �vf 0.4 0.5 <357; B1 T26-38 1 10YR 4/3 - -- I lfs Ilcsbk 1 mvfr w 11vf 1 0.5 0.6 Ground B2 138 -45 110YR 44 1 - -_ 1 sl 2m —csbk 1 mfr Igw 11vf 10.5 0.6 elev. B31 45 -55 110YR 5/6 1 -- sicl 12m —cabk mfi 88 cw v 0 L.._LIt. fld 5YR 5/8 B32 I55 -66 110YR 5/6 sic) 12m—cabk mfi cw lvf 1 - -- Depth to ___ limiting C 0 -82 10YR 5/6 Icld 10YR 3/4 1s josg ml factor 1 ; - -- 11vf - -- - -- Remarks: CST Name —flew Pnm JAMES 0. RLKW Phones (715) 425.7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST, RIVER FALLS, WI 54022 Siiln>air� _ Dw CST Ntmnber: ¢ l � 7 CSTM03988 PRCPEMdWyER SOIL OESCRIPTION REPORT Page 2 of 3_ PAACt1 A r Depth Dominant Color Mottles Structure GPO /tt Honzon in. Munseu ConL Color I Texture Gr. Sz. Sh. I I I Roots Bonng # Bed Tram Al 0 -11 110YR 3/3 I - -- Isl 2msbk IMfr 0.5: 0.6 283 "' A2 1 11-26 hOYR 4/3 I ___ sl 2msbk mfr I Jzw B1 6 -39 10YR 4/6 Ground - -- ew. B2 9 -47 b. M 4/6 - -- sl 2msbk 89 ft mfr Doom to B3 7 -53 LM 5/6 m2f 5YR 5/8 is lcsbk linfing B4 3 -65 1 OYR 4/6 sl 2m -csbk mfr cs facmr - -- -- B5 5 -80 �OYR 7/2 Im3p 10YR 5/8 Isic F3f-mabk Imfi - -- of I I AwmartcS: Bonng # Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. tt. Depth to Limiting I factor I f - I Remarks: Bonng # Ground elm. ft: Depth to Iinfing factor I I I Remarks: Sao-9 't°(R.O&MI PAGE 3OF3 SITE PLAN 3s7 0 0-35'(0 �W 0 h e \° ,B -Z83 Z_ © T �9 SCALE: 1 " = 40' 93.71 Al oa GoT �8 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. OGDEN ENGINEERING CO. JAME D. FILKINS, CSTM03988 Civil Engineers & Land Surveyors DATE: 4k `t 113 W. Walnut St. River Falls, WI 54022 (715) 425 -7631 O 5'j 2 3 l O O O cf) 'S G7 Z ° N .. cp A• i. A 4- n 7 c O N °< co C CD a CD :. Q CO 3 6 co tO tl y 0 Ce � m a CD CL w �° -' N 0 N CD A O W �i CA c coo CO) co M c 7 3 a z 000 N f co a4 CD _ma A 7 N r N CL N CL �! N a O D D o O = ° o s a m N CD C N C S d , N z co —� N a N c A? n J T Q A Z O CD i cn ij co O Z ° p rr Z w Z w C A I a o I d c o a CD o I I I I I � � I I � I ' ~ N ° o tA M o !�+ CD p o O w CD I ° CL ~' I � Parcel #: 040 - 1250 -90 -000 02/11/2005 02:07 PM PAGE 1 OF 1 Alt. Parcel #: 19.28.19.1311 040 - TOWN OF TROY Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): ' = Current Owner BUSHNELL, WILLIAM D & LYNETTE B WILLIAM D & LYNETTE B BUSHNELL 334 ST ANNE'S PKWY HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 334 ST ANNES PKWY SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 1.299 Plat: 2556 -TROY VILLAGE SEC 19 T28N R1 9W SE NW LOT 69 TROY Block/Condo Bldg: LOT 69 VILLAGE Tract(s): (Sec- Twn -Rng 401/4 1601/4) 19- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 07/03/2000 625777 1523/579 WD 09/08/1999 609985 1455/54 PR 07/01/1998 582142 1336/387 WD 07/23/1997 1192/608 Ap m re... 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 28089 552,100 Valuations Last Changed: 08/19/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.299 138,000 415 3,200 NO i Totals for 2004: C� General Property 0 Woodland cl� > Totals for 2003: General Property Woodland W Lottery Credit: Claim Count: 0 S Specials: User Special Code °� Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 J ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SANITARY REPORT Owner Property Addr s l O i , A-La City /State 9 / � � ,,� rA ,,,, S S Legal Descriptiont� Lot �`f Block Subdivision/CSM # Y`a t,1k a W '/4 V W t /4, Sec. JE T 49 N -RAW, Town of a PIN # _ n 0 - /.:?_,g 6— D 1�, Zf -1�, I311 SEPTIC TANK — DOSE CHAMBER — HOLDIN ANK INFORMATION: Tank manufacturer W l o / Size ST/PC/ OdSetback from: House ,� Well �Q P/L � a Pump manufacturer _G , u A5, Model o d- Alarm location ,gA� (HOLDING TANKS Y) Setbacks: Service ro Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSOR, TION SYSTEM Type of system: W CV Width s Length Number of Trenches Setback from: House 195 Well _005 PAL /o Vent to fresh air intake ELEVATIONS Description of benchmark _ 1) lt) (JD r,flal' /b s Elevation Description of alternate benchmark Elevation Building Sewer ST/HT Inlet ST Outlet / Jr , 6 ?ems - PC Bottom 1 6% �5 Header/Manifold Top of ST/PC Manhole Cover )/-3, 6 Distribution Lines () A C /, 7/ () ( ) Bottom of System Final Grade Date of installation Per it number State plan number /��� 3 Z Plumber's signature License number x- 0 5-3 Date � fk/ Inspector Complete plot plan L NOTICE: Please provide the f lowing: • A plan view sketch showi g everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. PLAN VIEW 0 � J 3� �b INDICATE NORTH _ARROW • a fety an Department Commerce S and Buildings Div PRIVATE SEWAGE SYSTEM Coun ty: ST . CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanita��e�rny &_: Personal information you provice may be used for secondary purposes [Privacy w, s.15.04 (1)(m)], City UU Permit Holder's Name: Cit Village Town of: State Plan ID No.: ROY DEVELOPMENT CORPORATION YROY CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Ia�c No.�250- 90-000 _4 66 /b v IJ s s N8 TANK INFORMATION ELEVATION DATA A9800559 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic OU O Benchmark 9v O Dosing ao 4 14 9k s �� Bldg. Sewer H Ing EE�� 0 Ht Inlet lJ : O� TANK SETBACK INFORMATION St utlet TANK TO P / L WELL BLDG. Air l to ntake ROAD D et ir Septic `)' 33 / >fo S-O S5vi NA Dt Bottom 111 .7-6 Dosing 3/ y / y ��� 7�- NA Header /Man. ' on A Dist. Pipe 3 c ' Ho Bot. System 3' �e .3Z PUMP/ SIPHON INFORMATION Final Grade c� Manufacturer Derrland Z 3 3 3. S Model Number L ��, GPM M-( i3, (p b o TDH Lift ,1,1" 1 Friction O ,� System�,s TDHI,I t oss FFii Forcemain Length 3 Dia. t Dist. To Well >qo' SOIL ABSORPTION SYSTEM DIM E N SIO N S / RENC H Width Length i No. 'fTrenches PIT No. Of Pits Inside Dia. Liquid Depth DIME SETBACK SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHIN Ma cturer: INFORMATION Type Of r CHAMBER Mode Nu System: m rt., l >/ S > 1-16 ' - 7 I OR UNIT DISTRIBUTION SYSTEM Header /Manifold Distribution Pipes) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. 2 Length Dia. ( Z Spacing i tl 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 ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.)z LOCATION: TROY 19.28-19,SW,NW 334 ST. ANNES PARKWY -TROY VILLAGE LOT 69 9 '� 0 f 4�. o vo *4 S� o� l� s e �. q�yl� —w � 1.�� � �- e� "(� C�- Pe�°�►'� � (g c.�„e,�ava� ��tQ.ueA Plan re Ision required? ❑ Yes j, No tt e ux �- Z Use other side for additional information. Z 0, d SBD -6710 (R.3/97) Date Inspecto Signature Cert No. V • Safety and Buildings Division SCOIfS %11 SANITARY PERMIT APPLICATION 201 E. Washingt ingt onAve. Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. 'S fi C wo Y • See reverse side for instructions for completing this application State Sanita er it Number The information y ou p rovide may be used b other g overnment agency programs (0-7 Y P Y Y 9 9 Y P 9 ❑ Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT A INF RM ATION S6.3 P rty Own me Property Location �I. s Q/4 Aj(A 1/4,S J T QS • N R j!' &r) W Property er's Mai ng Ad ress Lot Numb Block Nu mber a o - aa - Cit t to Zip ode Phone Number Subdivision Name or CSM Number � Inge �gS ( ) �'h V L NO 11. TYPE BUILDING: (check one) ❑ State Owned ❑ City Nearest Road ❑ �ro Public 1 or 2 Family Dwelling 3 Village - No. of bedrooms Town of 111. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) a s o - D 1 171 Apartment/ Condo 1 9 2 C] 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. New 2, ❑ Replacement 3_ ❑ Replacement of 4 ❑ Reconnection of 5 ❑ 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 11 ❑ Seepage Bed 21.WMound 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 .4� Q Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 37 3 4 7 Feet ���>� Feet Capacit VII. TANK in Ca gallon Total # Of Prefab. Site Fiber- plastic Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel New Existing structed glass App. T nks Tanks Septic Tank Ing an ,/ O'O!7 ❑ ❑ ❑ ❑ ❑ Lift Pump Tank op o- I I 6 0 D ` ❑ ❑ I ❑ 1 ❑ 1 ❑ ❑ . RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for insta ion of the onsite sewage system shown on the attached plans. Plumber's Na (Print) Plu ber's Signat re: (No to s) MP /MPRSW No.: Business Phone Number: C. U L h s �v~ zz o 3 7 7 l S I %. Plumber's Address (Street, Cit , State, Zip Code): a4,2,id IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate ssue Issuing Age Signature (No Stamps) 00, );( Approved su rcharge Fee) , ��� / pp ❑Owner Given Initial cSL' un ` Vl V, � K Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: �SBO-63M (R.1 U96) DISTRIBUTION: Original to County, One copy To: Safety 6 Buildings Division, Owner, Pkw* r(FL1 U86) DISTRIBUTION: Original to County, One copy To: Safety 6 Buildings Division, Owner, Nuwber • SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street N visconsin Chippewa Falls, WI 54729 Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary February 05, 1999 CUST ID No. 263197 DATE RECEIVED 08/19/1998 FEE REQUIRED $ 305.00 ENVIRONMENTAL BY DESIGN FEE RECEIVED $ 180.00 1432 120TH ST BALANCE DUE $ 125.00 NEW RICHMOND WI 54017 Make checks payable to COMMERCE. WiSMART code: RE: FILE CLOSED TRANSACTION ID NO. 143694 SITE: SITE ID: 1260 ST CROIX COUNTY, TOWN OF TROY SE 1/4, NW 1/4, S19 T28N, R20W TROY VILLIAGE - LOT 69 FOR: DESCRIPTION: LIFT MOUND RESTRICTIONS - LOT 69 OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 420429 Due to failure to respond to our request(s) for additional information, the submittal as described above has been CLOSED, with no action taken. No refunds of fees paid to date shall be made. One copy of the submittal will be retained in the office listed above. The balance of the submittal is being returned. Should you desire to proceed with this project, new fees, completed application form and submittal of plans /specifications will be required. Inquiries should be directed to me at the telephone number listed below, or at the address on this letterhead. Please refer to Transaction ID No. referred to in the regarding line when making reference to this correspondence. Sincerely, roy G. J ky, Wastewater Sp alist Field Operations Bureau (715) 726 -2544 Voice (715) 726 -2549 Fax Ijansky@conimerce.state.wi.us cc: Derrick Construction - New Richmond, WI St. Croix County Zoning - Hudson, WI —° gp IJP�. Safety and BL' 2226 ROS • ' ' LA CROSSE WI 54603 -1 SCOT st ■ Phi Tom Secretary G. Thompson, r lip Edw. Albert, Acting Secretary Department of Commerce November 04, 1998 CUST ID No.273085 ATTN: POWTS INSPECTOR CALVIN POWERS ZONING OFFICE POWERS EXCAVATING INC ST CROIX COUNTY 1969 185TH AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 11/04/2000 Identification Numbers Transaction ID No. 184632 Site ID No. 162913 SITE: Please refer to both identification numbers, Site ID: 162913 above, in all correspondence with the agency._ St. Croix County, Town of Troy SW1 /4, NWIA, S19, T28N, R19W Subdivision: Troy Village - lot 69 Troy Development Corp. FOR: Description: Mound Object Type: POWT System Regulated Object ID No.: 433427 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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(d), Wis. Stats. 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 10/22/1998 FEE REQUIRED $ 180.00 Gerard M. Swim FEE RECEIVED $ 180.00 POWTS Plan Reviewer - Integrated Services BALANCE DUE $ 0.00 (608)785-9348, Mon - Fri, 7:15 AM - 4:00 PM jswim@commerce.state.wi.us - TKa _ - 1 4- C) C e n��r� Q. a�-�- a ac� Q 5 530 WORKSHEET - MOUND SYSTEM DESIGN S W � �.` L X1 14 s 19 Tag tj P � 7"ro � � lax ���� �� PROBLEM S AF F_ry � 9 BLDGS " Design a mound system fora ^ © •��� The site characteristics are: Depth to groundwater or bedrock 44 in Landslope --_O r 1 Percolation rate .�� _min./in. Distance from dose chamber to distribution system _ ft. Elevation difference between Dump and distribution system 5 ft. Step 1. WASTEWATER !CAD gal.' Step 2. SIZE THE ABSORPTION AREA A) Area required 3 sq. ft. B) Bed or trench length (B) 76 ft. C) Bed or trench width (A) n S� �, S ft. -D) Trench spacing (C) A ,, Wastewa'e load .24 (al ? /day B ft. -- trki�aes Step 3. MOUND HEIGHT A) Fill depth (D) a�u m�it a�- 417 1.1lx, ft. B) Fill depth (E) * D + 6 slope (A +P) � �� � ft. 1, 17 e(.05KS) C) Bed or trench depth (F) D) Cap and topsoil depth (G) <011ditlo r ft. ®�'D � ft. E) Cap nd topsoil depth (H)p ofCoMMERCE S MEN r a IL s pEPAR i p-n ' ... , . _. ptV1S1oN OF 'A O-QQ � p NGE ,ate _ Q= 1 �- SEE COR�`E5PG v fD� &T 69 / D N SS o ' SwYY(vw tq jgp Iq� Step 4. MOUND LENGTH T "r ��l�a� (- or A) - End slope (K) _ C DC/ + F + H x 3 ft. B) Total mound length �L) = B + ?_(!C) 97y ft, Step 5. MOUND WIDTH Al) Upslope correction factor z i $ A2) Upslope width (J) - D + F + G)(3)(factor) _ a ft. 6#174,$31 1�n3�, = 7• Bl) Downslope correction factor = l.3�, / 3a B2) Downslope width (I) _ (E + F + G)(3)(factor) _ /3• ft. Cl) Total mound width (W) for bed = J + A + I ft. C2) Total mound width (W) for trenches = J + � + (no. trenches -1)(c) + A + I'- ft. Step 6. BASAL AREA A) Infiltrative capacity of natural soil = g4l. /ft /day B) Basal area required = wastewater flow ' natural soil infiltrative - capacity = sq. ft. 730 C1) Basal area available for bed for sloping sites = B. x (A + I) _ sq.. ft. C2) Bas are avail le for trench for sloping sites = B W (J + A 1 = �a���q. ft. \ 7 �Sx = la 07,S C3) Basal area available for trench or bed for level si es = B x W sq. ft. al. ;n: D ata: n� --- �.�.._! fir._.... __ Step 7. DISTRIBUTION SYSTEM SW y, Nw y S I'q? 1g T--�,�y��� :ll� L6 l,q 7A) SIZE DISTRIBUTION SYSTEyM 1). Hole size = in. 2) Hole spacing = in. 3) Distribution pipe length a 7 in. 4) Distribution pipe diameter = i in. 5) Spacing between distribution pipes AIALk in. 6) Distance from sidewall to distribution pipe 3D in. 7B) DISTRIBUTION PIPE DISCHARGE RATE -3 Z ft. 1) Number of holes ipe = .12 2 Flow er = .? p pipe �� GPM 7C) SIZE MANIFOLD 1) Manifold is central / end 2) Manifold length a ft. 3) Number of distribution lines a 4) Manifold diameter .3 in. 7D) SIZE FORCE MAIN r 1) Minimum dosing rate -e{ GPM 2) Force main diameter in. 3) Friction loss y x ' ` .3 ft. 7E) TOTAL DYNAMIC HEAD 1) Vertical lift ft. 2) Friction loss = .3 ft. 3) System head 2.5 ft. ft. f 4) Total dynamic head ft. ' t a 3o I C•e.� ,�Q /9��4 a arc 81a. vIA N SS o y �w y� N w y s n ZX N 1214 V-) 7F) PUMP SELECTION 1) Pump selected will discharge 1�o GPM a /S ft. total dynamic head. 2) Pump model and manufacturer 7G) DOSE VOLUME 1) 10 times void volume of distribution lines gal. /cycle 2) Daily wastewater volume . 4 doses /24 hrs. gal. /cycle 3) Minimum dose volume gal. /cycle a5 7H) DOSE CHAMBER 7, S" f-$o o - 1) Minimum capacity required = 13-7,S 9 al. Lice not. 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Coss Section Of A Mound System Using E /�– Ft. 'A • Bed For The Absorption Area F �S Ft. G / Ft. A S Ft. H /.5 Ft. gned: B 7$ Ft. tense Number: C) 37 K / /`a Ft. te: JO - I (o -�� L 97 Ft. 7,.:)- Ft. Alternate Position .�.3,(o Ft. of — Force Main W as.S Ft. d Observation Pipe A I `Force Main Distribution. \-"Bed Of 2 "_ 2 %2 M Pipe Aggregate I Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area T .. Cdr r 1 1 0'O n A Q've � as L %U" e\t MN ss :10 C/ �N S t4 - r a-r T" ► r Perforolod Plpe Detoll End Vi,w End Cop �. Perloroled ��• PVC Pipe o % fir' . Hoge Located On Qotlom, - Are Equally Spaced ` x p L !'te e' ; ��.,� D,S Pb�•far) ..• Lott Holy Si,o`ul'd Be kexl To End Cap Ditlrib,ution Pipe Loyout P 37 Ft. R S X ay Inches Y OV •Inches Signet: Hole Diameter! - Inch License Number: S3 Lateral 11 / z, IncM ;; Date: - ](19 _q Manifold " 3 Inche:; Force Main " 13 Incltu; N of holes /pipe /g Invert Elevation of Laterals� t. -"� SEPTIC TANK 8 PUMP CAAMBE CROSS SECTION AND SPECIFICATIONS T `7 .;,:� —_., -• y • . --- 'T�o y v•Q �ph.o,� o� P swY Tas N2 t4 w t a 3o t C�✓��0.Q C�c�.# C7 Tno �llct l oT (cq 4" CI' VENT PIPE 12" MIN. ABOVE GRA E E WEAVER PROOF 25' FROR.DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER FINISHED GRADE 4" Cl RISER W/ PADLOCK fi 6" MIN. WARNING LABEL ABOVE GRADE -- �__._ -4" MIN. 18" IN. 6 MAX., INLET WATER TIGHT SEALS T GAS- TIGHT: 4" BAFFLE A SEAL i APPROVED CI PIPE — - ALM JOINTS W/ CI 3' ONTO B ON PIPE 3' ONTO SOLID �— i , SOLID SOIL SOIL PUMP C OFF ELEV. / —i— 0f'� RISER EXIT D PERMITTED ONLY IF.TANK . MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK '! CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: NUMBER 'DOSES PER DAY: �I TANK SIZES SEPTIC / GAL. DOSE VOLUME INCLUDING DOSE/ GAL. FLOWBACK: GAL. ALARM MANUFACTURER: ! 5 -f - � Elee r ef., CAPACITIES: A = INCHES = 300 GAL. MODEL NUMBER: w SWITCH TYPE: B = 2 INCHES = 33•Z GAL. PUMP MANUFACTURER: C = - la INCHES = 4,38 GAL. MODEL NUMBER: � SWITCH TYPE: I D = 7, INCHES = 106, S GAL. REQUIRED DISCHARGE RATE 76 GPM PUMP 8 ALARM WIRING AS PER ILHR WAC VERTICAL DIFFERENCE BE1 PU1�P OFF AND DISTRIBUTION PIPE 4 FEET ���5 + MINIMUM NETWORK SUPPLY PRESSURE . i . 2.5 FEET . . + _ (�D FEET FORCEMAIN XFT /100 FT. FRICTION FACTOR . .3 FEET T.OTAL DYNAMIC HEAD = FEET 70113 INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH DIAMETER LIQUID DEPTH .3& SIGNED: _ LICENSE NUMBER: Q Q DATE: 10-16 OU SEWAGE ���U E���.UE��� PU ff kr-%0y, N �:y1f T ,�N,�,��, , iZ,: r.: �} TA 9 , .� DL2C. < „ +,•. /s'J:;,• -1 C�XIPFPO]11 142 M311 7/] t4� 115 V EEflucnt 1/2” solids KAKI 256 BO 172 P. rs k, MODEL EP0311 Effluent:.. Pum y n''iat: METERS FEET SIZE %" SOLIDS H ' 0 00 4 e 12 1e 20 24 2e 12 n 40 r t GPM 0 2.5 5.0 7'5 m'/h. CAPACITY • r• - Perfon - nance A C 8 urve • ' t+rctzna ►cct 'ii >•t.'• !o • t — 'MODEL M •�,,,,. 00 SIZE 3 /4" Solids W[OM- so wroX y �id a , .- `' ::�` ;{ 0 0 0 f0 20 00 " '40 • 60 60 '20 00 0.1 100 1t0 •' 170 OPM ::::: i G .................. 20 30 WA 'i .• CAPAC s.r.' O'WNTAl11J. 142 UM311L 1 3 lip 115 V Lori H 3 solids LIST DISC. / / ' X91.55 329.35 �i P,lT%ITO]11M 142 14E031 1H 1/3 !tP 115 V FIx� N 374" edlids 491.5S 329.3S' GOUR.T0,111t 142 wi:051'1H 1/2 1R+ 115 V t{ T ( r'K: OJt1Pt E0712i1 142 hE071214 3/4 ItP 230. V liiph W. 3/4" solids 1.43.65 565.25 i)� *top* FtLLCWJW, PIKE nn PERFl7Cf1�t1GE Ate SItDCIFICATICCL4. : %',• r ' ' YA•:I:t•. f. ?.., . M7E 10%88 D= 30 PAGE O1u d • 1 Wiswnsfi Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code .Attach camplete'site plan on paper not less than 8% x 11 inches in size. Plan must Environmental By Design include, Litit not lin ited to: vertical and horizontal reference point (BM), direction and County percent slope, scale or dimem_sions, north arrow, and location and distance to nearest road. St. Croix Parcel I.D.# APPLICANT INFORMATION - P / ease print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Reviewed By Date Property Owner Property Location Continental Development Govt. Lot - SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 12301 Central Avenue NE Suite 230 69 - I Troy Villa e City State Zip Code PhoneNumber City E] Village ®Town Nearest Road Mitu>ea olis NiN Troy SL Andrew Drive New Construction Use: ® Residential / Number of bedrooms 4 ❑Addition to existing building ❑ Replacement [j Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ft 8 trench, gpd/f Absorption area required 857 bed, IF 750 trench, ft Maximum design loading rate .7 bed, gpd/ft .8 tr ench, gpd/ft Recommended infiltration surface elevation(s) 100.58 ft (as referred to site plan benchmar Additional design / site consideration Conventional System Borings 3 4 5 Alternate area Borings 1 2 3 t able ateria loess over nJacial till Flood lain elevation, if a licable ft le far system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank for system ®s ❑ U ® S ❑ u ❑ S ®u ❑ S ®U ❑ S ®u ❑ S ® u SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Structure GPD/fts Boring# in Mumce1l n u . S Con! Color I Texture rr S, Ch Consistenc Boundary Roots Bd R a_ J Tlenul 1 0 -17 10yr3/2 - sil 2mabk mfr cs 2f 5 6 2 17 -22 1Oyr4/4 - sil 2mabk mfr cs if .5 .6 Ground 3 22 -37 1Oyr5/4 fld5yr5 /6 sil lesbk mfi cs NP NP elev - 110.09 ft 4 37 -120 7.5yr5/4 - s Osg ml 7 g Depth to limiting factor 22 -37 I1CI I ICl1 ICJ. 2 i 0 -s5 i0yr3 /2 - si Zmsbk mfr cs 2f j 5 6 I 2 35 -48 7.5vr5/4 - fs lmsbk mvfr cs if .5 ' .6 Ground 3 48 -62 1Oyr5 /6 c2d5yr6 /6 sill lmsbk mfr cs NP NP elev - 111.79 ft 4 62 -130 7.5yr5/4 - s Osg ml - 7 8 Depth to limiting factor 48-62 Remarks: CST Name (Please Print) Si— _– • Telephone No, Thomas C. Nelson - 715- 246 -2454 Address Environmentat By Design CST Number Ref # 1432 120th Street, New Richmond, W1 54017 Date Date 8 227387 21 P.ROPFRTY GUNNER: Continental Development SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL I.D.# Environmental By Desi Horizon Depth Dominant Color Mottles Texture Structure � onsistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ;Trench 3 1 0 -30 10yr3/2 - fs Imsbk mvfr Cs 2f 5 .6 2 30 -47 7.5yr3/2 - is Imsbk mvfr cs if .5 ! 6 Ground elev 3 47 -76 5yr4/4 - is Imsbk mvfr cs - .5 ( .6 108.59 ft 4 76 -95 10yr6/4 c2d5yr5 /6 Cl 2msbk mfi Cs - np '; np Depth to 5 95 -156 7.5yr4/6 _ s* Osg ml 7 g limiting factor 76 -95 .. _r.n a .e t Remarks: wiiri vuiius vi 5 i.wi�w i x 4 1 0 -34 10yr3/2 - is Imsbk mvfr Cs 2f .5 .6 2 31 H z c yr� I - ls* lmsbk ^:vfr Ground elev 3 50 -54 7.5yr5/4 - sil 2msbk mfr Cs - .5 .6 107.63 ft 4 54 -67 10yr6 /4 c2d5yr5 /6 cl 2msbk mfi cs - NP NP Depth to 5 67 -135 7.5yr5/4 - s ** Osg ml - - 7 8 limiting factor 54-67 I I Remarks * With bands 7.5vr3/2 * *with bands 7.5M5/6 L'2 , 0 -23 10yr3 /2 - 1 Imsbk mvfr cs 2f 4 5 2 23 -32 10yr4/4 - is Imsbk mvfr cs if ..5 .6 Ground elev 3 32 -43 1Oyr5 /4 - scl Imsbk mvfr cs - 2 3 106.24 ft 4 43 - -51 10yr5/4 c2d5yr5 /6 Cl Imsbk mvfr cs - NP NP Depth to 5 51 -79 7.5yr4/4 - s Osg ml Cs - .3 .4 limiting factor 6 79 -120 7.5yr4/4 - Cs Osg 43 -51 1'1.+..+.. THIS SITE WI i WORK WITH A COIR7ENTTIONTAL BET M17 r. TAT THE AREA OFbORIATr:C 1 A JPr G THE ALTERNATE AREA, BORING 1, 2, & 3 REPRESENTS AN AREA FOR THE REPLACEMENT SYSTEM AS A MOUND Ground elev Depth to limiting factor Remarks: E NVI ONME B D - 1432 120`h STREET, NEW RICHMOND, WISCONSIN 715 -240'-2454 PROJECT NAME TROY VILLAGE DESCRIPTION: SWV, NW%4, SECTION 28 „T 28N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX LOT: " 69 SUBDIVISION: TROY VILLAGE -1d 41D r 1365 Il b� - -- e v Sf � n n�5 P4 kw�y. - SCALE 1t1 -30e Tom Nelson BM 1 hW 0—otir\e.n.. Pos+ l oo,00 BM 2 227387 Lr,c P °5� Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 . Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Attach complete site plan on paper not less than 8%h x 11 ' Environmental By Design hes in size. Plan must ���� include, but not limited to: vertical and horizontal r W6nc pqin ), direction and County percent slope, scale or dimemsions, no ar atid'1os lion 464 ce to nearest road. St. Croix Parcel I.D.# APPLICANT INFORMATION - le ,ee print a�nformd Personal information you provide may be dart' y Law, s. 5.04 (1) (m)). Reviewed By Date Property Owner P roperty Location Continental Develo ment J t ` °� * `� ~ Govt. Lot - SW 1/4 NW 1/4 S 19 T 28 N,R 19 W Property Owners Mailing Address <, ` {�G, " of # Block # Subd. Name or CSM# 12301 Central Avenue NE, S 't� �0 �, , u.� `r t ��.., ' 69 _ Tro Vill e City State iFf bete Phone r ❑ City U Villaqe ZTown Nearest Road Minneapohs MN > Troy St. Andrew Drive New Construction Use: N Resid of bedrooms 4 UAddition to existing building ❑ Replacement n Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpolfts .8 trench, gpd/ftz Absorption area required 857 bed, ft" 750 trench, fl! Maximum design loading rate .7 bed, gpd/ffz .8 tr ench, gpd/ftz Recommended infiltration surface elevation(s) 100.58 ft (as referred to site plan benchmar Additional design / site consideration Convcntional System Borings 3 4 5. Altcmatc area Borings 1 2 3 Parent material loess over glacial till Flood plain elevation, if applica ble ft S= Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system ®S ❑ U N S❑ U ❑ S® U ❑ S N U ❑ S® U El S® U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Structure GPD/ftz Boring# in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistenc Boundary Rooks Bed Trench 1 1 0 -17 10yr3/2 - Sill 2mabk mfr cs 2f 5 6 2 17 -22 l Oyr4 /4 - sil 2mabk mfr cs if .5 .6 Ground 3 22 -37 10yr5/4 fld5yr5 /6 sil lcsbk mfi cs NP NP elev 110.09 ft 7.5yr5/4 - s Osg 7 g Depth to limiting factor 22 -37 Remarks: 2 1 0 -35 10yr3/2 - sl 2msbk mfr cs 2f 5 6 2 35 -48 7.5yr5/4 - fs lmsbk mvfr cs if .5 .6 Ground 3 48 -62 10yr5 /6 c2d5yr6 /6 sil lmsbk mfr cs NP ! NP elev - 111.79 ft 4 62 -130 7.5yr5/4 - s t Osg ml - - 7 . 8 Depth to limiting factor 48-62 Remarks: CST Name (Please Print) Signature: /> Telephone No. Thomas C. Nelson 715-246-2454 Address Environmental By Design Date CST Number Ref # 1432 120th Street, New Richmond, Wl 54017 6/12/98 MO2605 73 PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT Page 2 of 3 PARCEL LD.# Environmental By Desi Horizon Depth Dominant Color Mottles Texture Structure onsistence Boundary Roots GPD/fl? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ; Trench 3 1 0 -30 10yr3 /2 - fs Imsbk mvfr cs 2f .5 .6 2 30 -47 7.5yr3/2 - Is Imsbk mvfr cs if .5 ! .6 Ground elev 3 47 -76 5yr4/4 - is Imsbk mvfr cs - .5 .6 108.59 ft 4 76 -95 I Oyr6 /4 c2d5yr5 /6 c1 2msbk mfi cs - np np Depth to 5 95 -156 7.5yr4/6 - s* Osg ml - - 7 8 limiting factor 76 -95 Remarks: * with bands of s 7.5vr5/6 4 1 0 -34 10yr3 /2 - is Imsbk mvfr cs 2f 5 .6 2 34 -50 7.5yr4/4 - 1s* Imsbk mvfr cs if .5 .6 Ground elev 3 50 -54 7.5yr5/4 - sil 2msbk mfr cs - .5 .6 107.63 ft 4 54 -67 10yr6 /4 c2d5yr5 /6 c1 2msbk mfi cs - NP i NP Depth to 5 67 -135 75yr5/4 _ s ** Osg ml - - 7 8 limiting factor 54-67 Remarks: *with bands 7.5vr3/2 * *with bands 7 5yr5 /6 5 1 0 -23 10yr3 /2 - 1 Imsbk mvfr cs 2f .4 .5 - 2 23 -32 10yr4 /4 - is Imsbk mvfr cs if ..5 .6 Ground elev 3 32 -43 IOyr5 /4 - sci Imsbk mvfr cs - 2 3 106.24 ft 4 43 - -51 10yr5/4 c2d5yr5 /6 cl Imsbk mvfr cs - NP NP Depth to 5 51 -79 7.5yr4/4 - ;r,� Om me cs r.4' limiting THIS SITE WILL WORK WITH A CONVENTIONAL BELOW GRADE SYSTEM IN THE AREA OF bORINGS 3, 4, & 5.THE factor ALTERNATE AREA, BORING 1, 2, & 3 REPRESENTS AN AREA FOR THE REPLACEMENT SYSTEM AS A MOUND 43 -51 Remarks: Ground elev Depth to limiting factor Remarks: O 1��11 NMENTOL BY DE 51GN 1432 120`h STREET, NEW RICHMOND, WISCONSIN 715 - 246 -2454 PROJECT NAME TROY VILLAGE DESCRIPTION: SW %, NW/4, SECTION 28 „T 28N, R19W TOWNSHIP: TROY COUNTY. ST.CROIX LOT: Fig SUBDIVISION: TROY VILLAGE Q Q 5 oa L� Q 43 � � N �Q2 �JcAr ce� SCALE I "=40' Tom Nelson BM 1 NW LOT CORNER STAKE cstmo2605 BM 2 Lot line stake between lots 71 and 72 Vlr`is;onsiri Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code Environmental By Design Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must County include, taut not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and locution and distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - Please print all information. Reviewed B Date Personal information you provide may be used for secondary purposes (Privacy Low, a. 15.04 (1) (m)). Y Property Owner Property Location Continental Development Govt. Lot - SW 1/4 NW 1i4 S 19 T 28 N,R 19 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 12301 Central Avenue NE, Suite 230 69 - Troy Village City State Zip Code PhoneNumber ❑ City ❑ Village ®Town Nearest Road Mfiniea olis MN Troy i St. Andrew Drive (� New Construction Use: � Residential / Number of bedrooms 4 ❑Ad to existing building ❑ Replacement F� Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate .7 bed, gpd/ftz .8 trench, gpd/f Absorption area required 857 bed, ft" 750 trench, ftz Maximum design loading rate .7 bed, gpd/ft .8 tr ench, gpd/fts Recommended infiltration surface elevation(s) 100.58 ft (as referred to site plan benchmar Additional design / site consideration Conventional System Borings 3, 4, 5. Alternate area Borings 1 2 3 t Parent materia loess over glacial till Flood lain elevation, if a licable ft =forsystem Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Ta f em I ®S ❑ U N s❑ U El s® u ❑ S N U ❑ s N u ❑ S® SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD/fF Boring# Horizon in Rhineall Q c Cont Color Texture r c S Consistenc Boundary I Rood �+ T ienui 1 1 0 -17 10yr3 /2 - sil 2mabk mfr cs 2f .5 .6 2 17 -22 1Oyr4/4 - sil 2mabk mfr cs if .5 .6 Ground 3 22 -37 10yr5/4 fld5yr5 /6 sil lcsbk mfi cs - NP NP elev 1 10.09 it 4 1 37 7.5yr5/4 - s Osg ml - - .7 .8 Depth to limiting factor 22 -37 r% r�Cl 1101 1W: 2 I 1 0 -s "5 i.Oyr3 /L si Lmsok mfr cs Lf 5 .6 2 35 -48 7.5vr5/4 fs lmsbk mvfr cs if .5 .6 Ground elev 3 48 -62 El 10yr5 /6 c2d5yr6 /6 sil lmsbk mfr cs - NP NP 111.79 ft 4 62 -130 7.5yr5/4 - I s 1 Osg ml - .7 .8 Depth to limiting factor 48 Remarks: CST Name (Please Print) Si Telephone No. Thomas C. Nelson -- 715- 246 -2454 Address .Environmental 13y Design Date CST Number Ref # 1432 120th Street, New Richmond, Wl 54017 6/12/98 227387 21 PItOPERtf OWNER: Continental Development SOIL DESCRIPTION REPORT PARCEL I.D,# I 2 I Page 2 of 3 Environmental By Desi Horizon Depth Dominant Color Mottles Structure GPD� in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. onsistence Boundary Roots Bed ! Trench 3 1 0 -30 10yr3/2 - fs lmsbk mvfr cs 2f .5 76 2 30 -47 7.5yr3/2 - is lmsbk mvfr cs if .5 .6 Ground elev 3 47 -76 5yr4/4 - is lmsbk mvfr cs - 5 .6 108.59 ft 4 76 -95 1 Oyr6 /4 c2d5yr5 /6 cl 2msbk mil cs - np np Depth to 5 9.5 - 156 7,Syr4 /6 _ s* Osg ml 7 R limiting _ factor 76 -95 s �. v _. i. _ n 5 .5/6 Remarics: wiui va►iiu Oi r � r.�yi 4 � 2, 0 -34 10yr3 /2 - Is lmsbk �Mvflr, cs 2f .5 .6 3n Is* 1^bk i f 5 6 I Ground vJ elev 3 50 -54 7.5yr5/4 - sil 2msbk mfr cs - S 6 107.63 ft 4 54 -67 10yr6/4 c2d5yr5 /6 cl 2msbk mfi cs - NP NP Depth to 5 67 -135 7.5yr5/4 - s ** Osg ml - - 7 g limiting factor 54-67 I I I I I I I Remarks: *with bands 7.5yr3/2 * *with bands 7 5vr5/6 5 1 0 -23 10yr3 /2 - 1 lmsbk mvfr cs 2f .4 i .5 I 2 23 -32 10yr4 /4 - is lmsbk mvfr cs if 6 Ground elev 3 32 -43 1Oyr5 /4 - scl lmsbk mvfr cs - 2 3 106.24 ft 4 43 - -51 10yr5/4 c2d5yr5 /6 CI lmsbk mvfr cs - NP NP Depth to 5 51 -79 1 7.5yr4/4 - s Osg ml cs - 3 i 4 limiting factor 6 79 -120 7.5yr4/4 - : =Cs Osg 7 g 43 -51 n f1GIIlA iBrn . 1 n .,�.,.,,,,,,,.,,., _ - r , TUTS SITE W T WOR WITH A fYIATVRATTIONA T BE OW GRADE SYSTEM TAT TN A R A O bOR -S 3 A R. G TTTT: _ _ _ ALTERNATE AREA. BORING 1, 2, & 3 REPRESENTS AN AREA FOR THE REPLACEMENT SYSTEM AS A MOUND �� Ground elev Depth to limiting factor I I I I I I I I Remarks: E NVIg ONMENTRL BY DE AGN 1432 120 STREET, NEW RICHMOND, WISCONSIN 1 715 -246 -2454 PROJECT NAME TROY VILLAGE DESCRIPTION: SW%, NW/4, SECTION 28 „T 28N, R19W TOWNSHIP: TROY COUNTY: ST.CROIX LOT: 69 SUBDIVISION: TROY VILLAGE -7d Q 01� �b Q $ 5 5 lop 6; N n, � sf � ne-S Pak w� y SCALE I it =30' Tom Nelson BM 1 raw Coa.r,e.n. Pos+ t 00,00 227387 BM L,,, sl - Ilo.oS • a w � 1 � Dram � 1 AInr � I � I I 1 I I I � I I a M ? O. o �� I i � (-}OUSE "? I P JpvsEn a 55 22 AS�°�4 -E ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/l3uyer m & Mailing Address ' A ve- 2? an Alaine mAj Property Address -� n e, ' S - ��LayA& (Verification required from Planning Department for new construction) City /State I 0) l Parcel Identification Number n - l cI5 ® •-70 LEGAL DESCRIPTION Property Location 6 '/., %,, Sec. 6 T _aN -R c)O W, Town of -- TCO Subdivision I Q Lot # / Certified Survey Map # , Volume . Page # _ Warranty Deed # 1 652 q 10. , Volume 4 Page # Spec house X yes 0 no Lot lines identifiable Ayes 0 no SYSTEM 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 master plumber, journeyman pltimber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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. Itwe, 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 of the three year exp' tion date. 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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. 0 1"t., 0 5i . S C« /Q SIGNATURE OF APPLICANT 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 Tlfe Geed. toed! btNwrelt � gR01i'• C !..1'A • IueUtrRaw 1. luwMd! � 1!l�ter•r �. +> �lY • ladllterae•!_� *MAY, 2 T 1999 aad a'nODt rt 3:1 FM Day Devet -VON. .� jw, • _ I#frsrwoewa a� Wltaeeeetb, Thu the said Gnaw, for a vWwWooroitlasion �x•..•�rtrttwwytt+ •trs AM ttertttw �eoeee oortveyt tG O wd" dte 10bw ft descrbsd red auee it SLCr6kCww County. Sit" of Wlscowln: • a+.eNldeablkttientVeetbeQ Lots I through 45, Lots 47 dwo* 65 ad late" 70 of the Phtt of Troy V1114p. 4t Croix County. Wismuin turd that portion of 04AW t of the Plat of Troy Village detailed oa EvAbit A attacMd heroto. and Outiat l am J to the Plat of Troy Village, 9f. t.toittCotaty; Wieconk silffl" A patho of the above dtv44id pogm V , . bwmmd l I j of ft Gnome. Jobe L Rvae.TWe wd ti6•ra A Ltarrb ta)GrtrO Teptaw vie, all and titslter ft , I eN wataeom tb,tewa bebeaft AaJ Oaetee Wwwww u„ the smpt , etsetmnta, oovettadts, Jeeuiotiorw end Wowety *8 of wry of record VA wet wwwa4 eM Jebw On SM L dy of A14 to 9 9 7.. 4EAL) •'. 4SFJ►t.i ' I 31X salt I , , f " rltrt •�Sdr.. '.. Bwbm A Rommak • N! ltttstatais A1J MV1711CATION ACENOWL6DGMBNT SienaeMt> STATE Of WWOMN )ewer/ avee.rte ri tJ•e i !�r C vrib s authaikatsd this �,/ Of ,19L_ coo" E-- .. + Persotully carne befom ate this _ . day of N the above twmed t Till.& MP Rfr J EATS RAR OF WISCONSIN %urwoL tauentd by S70f M Wee. Stele) w ttse kno , to be the parson tt+bo e>ucoted the faepins imnruim t and admowledip the ML THN *017M411ff WAS DRAM AV .. . . 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