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Home My WebLink About040-1246-90-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety anouilding Division INSPECTION REPORT Sanitary Permit No: 430103 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Walsh, Gregory Troy Township 040 - 1246 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: H Section/Town /Range /Map No: /0 0.0 nd re_> Z rorm —� o t'8G-d 24.28.20.1271 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic L)—) t� S� Z Benchmark Dosing Alt. BM , Aeration Bldg. Sewer O p Holding St/Ht Inlet 9. 5 S TANK SETBACK INFORMATION St/Flt Outlet �.816 TANK TO Fj /L WE BLDG. Vent to Air Intake ROAD Dt Inlet Septic ��q/ -;—/ 2 i Dt Bottom Dosing 7 } �I Head r/ . Aeration l IlDisf. Pipe Holding Bot. System V'4i 0191�-ftvl • 1 Final Grade PUMP /SIPHON INFORMATION `LJpI s /D`/• 7 Manufacturer Demand St Cover y U (, 3 GPM Model Nu TDH Lift Frictio ss System Head TDH F Forcemain Le Dia. Dist. to Well SOIL OSORPTION BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS I---/ SETBACK SYSTEM TO P/L BLDG WELL,., I LAKE /STREAM EACHIN faCtur INFORMATION CHAMBER O Ty Of System: �/� �" I Model Number: f RIBUTION SYSTEM ader anifolsi Distribution x Hole Size x Hole S/ Pipe(s) ngth Dia d Length L) I Dia Spacing SOIL COVER A . 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 'j /� rench Edges Topsoil 1 " Yes ` °' ! No Yes No C�ON�,M� N T S:_ ,tlnclu e co discr Locat i on: n: 350 t e pe sons present p , etc.) Inspection #1. gy Inspection #2: C La N Lindsay Rd Hudson, WI 54016 (NW 1/4 SE 1/4 24 T28N R20W) Troy Village Lot 29 Parcel No: 24.28.20.1271 1.) Alt BM Description ___T� 2.) Bldg sewer length = - amount of cover = -1 - T -- -. on Required? Yes o J ie for additional information. O ;_ C 57 .) � Dates , � � Insepctor's Signature Cen. No. } Safety and Buildings Division Cote t W N VIsconsin m 201 W. Washington Ave., P.O. Box 7082 Madison, WI 53707 — 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261 -6546 / n/ Sanitary Permit Application State Phan 1.4 1ju her In accord with Comm 83.2 1, Wis. Adm. Code, personal information you provide P may be used for secondary purposes Privacy Law, s 15. � _ _, '" �r 3 50 )-4-&A � Project Address (if different than mailing address) '� ►2c1 I. Application Information — Please Print All Information 0 qQ - is , Property Owner's Name : }, P el # t W Block # Jj�� 1 P A 1i roperty Own s Maiol Address Pr Locatio 1� ,, S City, State Zip Code Phone Number ' Scedon !7� b vcle one) 1 U T4N; >i EorW .Type of Building (check all that apply) L 0 1 - 9, 2 Family Dwelling — Number of Bedrooms � �L Subdivision Name JZZ ber ❑ Public/Commercial — Describe Use .� `�`�,� ❑ Sta te Owned— Describe Use � /AM e � ❑City ❑ lag ownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable] A. *New Sy ys ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ONon — Pressurized In -Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Cham D 'p Line ❑ Grave - s Pipe Other (ex in V. Dis ersaUTreatment Area In or ation: /'i t . I Des' Flow (gpd) Design Sail A lication Dispersal Area Required (sf) • Di 1 Area Proposed sf) System Elevation 7T I VI. Tank Info Capacity in tal Number Manufacturer Prefab Site Steel Hour mastic Gallons Gallons of Units Concrete Constructed Glass New I Existing — Tanks Tanks Septic or Holding Tank 1� Aerobic Treatment Unit (� Dosing Chamber VII. Responsibility Statement I , the undersigned, assume responsibility for igAallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu Zip tore PRS Number Business Phone Number Ad� � �� "I -) Ll I LCX12� 7" lumber's Address (Street, City, State i e) PO v, Mpplo oun /De artment Use Onl ❑ Disapproved Sanitary Permit Fee ncludes 6roundwater Dat Issued Iss ' Agen ignature (No s Surcharge Fee) d3 13 Owner Given Reason for Denial IX. Coons of Approval/Rea Ions for Disapproval ' I & h, Attach complete as (to the County y for the syst paper not less 1/2 x I l lath In size _ / Q _��f7 S 63 8 (R. 0 /02) on s u/ I�I 7�V"' i -q T UJL N u las0 l ,5 ` -a& 9 7, Dot - 36�y �.J r X17, r N 1,750 � /v a Y -a� 9 70d 6.15 9 o . 3- " cr i 35 3L / SA 6 1, - U � 73062 1 2318P 054 AFFIDAVIT OF CORRECTION KATHLEEN H. WALSH REGISTER OF DEEDS TROY VILLAGE ST. CROIX CO., WI RECEIVED FOR RECORD 07/17/2003 MOM I, James D. Filkins, Registered Land Surveyor, S -2246, CORRECTIVE hereby certify that the Plat of Troy Village, recorded in X AFFIDAVIT Volume 6 of Plats, Page 89, Document No. 559959 St. REC FEE 11.00 Croix County Registry, located in the Town of Troy St. COPYSFEE: Croix County, Wisconsin, shows Note No. 5 on Sheet 2 CC FEE: PAGES: 1 which states "The following Lots must have mound systems: 1 through 10, 15, 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 and 70." This note was James D. Filkins changed on February 4, 1998, by an Affidavit of Correction, Ogden Engineering Co. Volume 1293, Page 189, Document No. 572333, to read: 1234 South Wasson Lane "The following lots must have mound systems: 1 through 5, River Falls, WI 54022 16, 18, 19, 21 through 45, 47 through 49, 51 through 55, 60 through 64, 69 and 70." This note was changed again on January 25, 1999 by an Affidavit of Correction, Volume 1398, Lot 29 040 - 1246 -90 -000 Page 476, Document No. 596458, to read: "The following lots Parcel I. D. Number must have mound systems: 1 through 3, 5, 18, 19, 21, 22, 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through 64, 69 and 70." This note was changed again on July 14, 1999 by an Affidavit of Correction, Volume 1442, Page 81, Document No. 606849, to read: "The following lots must have mound systems: 3, 18, 21, 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through 64, 69 and 70 ". This note was changed again on April 26, 2000 by an Affidavit of Correction, Volume 1505, Page 605, Document Number 621942, to read: "The following lots must have mound systems: 3, 18, 25, 26, 29 through 45, 47, 48, 51, 52, 54, 55, 69 and 70 ". This note is hereby changed again to read: "The following lots must have mound systems: 3, 18, 25, 26, 30 through 45, 47, 48, 51, 52, 54, 55, 69 and 70" Dated this �S day of ✓��}' , 2003. � ` JAMES D. s (an s D. Filkms S -2246 F RrM FALLS. wi State of Wisconsin) �'9 County of Pierce ) mill ` i Personally came before me this /S day of L y , 2003, to me known to be the person who executed the foregoing instrument and acknowledged the same. My Commission Expires '7- S/ OS �. l �'�' • Y ST. CROIX COUNTY e . APPROVAL CERTIFICATE Tr F �r f t1 va.E!: .� Approved for recording by the St. Croix Co g Office Date This instrument was drafted by James D. Filkins, Ogden Engineering Co., 1234 South Wasson Lane, River Falls, Wisconsin 54022. 06/20/2003 10 :34 715- 726 -2549 S &B CHIPPEWA FALLS PAGE 01 Safety and Buildings Divisjun 13 East Spruce Street VIS Chippewa Falls, WI 54729 WW�y•COnt mcrc .4' .SIi11C ,, W1.115 iaep ortfnernn cef ommert� Jim Doyle, Governor June 19, 2003 eory L. Nettles, secre CUSTOMER ID NUMBER: 575423 MARQUETTE HOMES INC N7922 902 AVE RIVER FALLS WI 54022 SITE: ST CROIX COUNTY, TOWN OF TROY NE 1/4, SE 1/4, S24, T28N, R20W Identifi Numbers -� TROY VILLAGE - LOT 29 Transaction No.: 20 -901 Please refer to the identification number FOR: MOUND RESTRICTION WAIVER above in all correspondence with the a enc The submittal described above has been reviewed and appears to be in conformance with Comm 83 Wisconsin Administrative Code. Comm 83.03 (3) Wis. Adm. Code requires the department to waive restrictions or prohibitions placed on a lot or outlot as a result of its plat review conducted under s. 236.12, Stats., if the POWTS proposed for the lot complies with Comm 83. Several acceptable POWTS system options exist for this lot, including the use of a mound system. The submitting party has supplied adequate information that confirms the above referenced lot Is acceptable for development using a Private Onsite Wastewater Treatment System ( POWTS) permitted by Comm a3. Therefore, the department has no objection to the development of the property with a POWTS other than a mound system provided that the following conditions are met. 1. If a i a mound system is utilized, the release and slue( of this mound restriction shalt be' a to a correction instrument under s. 236.295, Wis. Stars, n a r ion, a re erence to or co "a s a a so ou d eliminate uture questions regarding the restriction on the reC0 a na e s e current requirements of Comm 83, Wisconsin Administrative Code. 2. The state sanitary permit to install a POWTS on this lot shall be based on a complete and current soil and site evaluation that (nests the requirements of both Comin 83 and Cowin as. L1- Soil conditions on this lot vary considerably and no two reports on file seem to actually verify the original test results. Therefore, It would be unacceptable to base a final system design and permit on the undated report by CST Nelson since its' accuracy appears questionable. The final site selected should avoid silty inclusions that might lead to questionable suitable conditions. In addition, CST Nelson's B -6 is unacceptable for a below grade system because it does not meet the requirements of Comm 85.30(3)(x)2, in that the redox features are not located In a silt loam or finer texture. County verification of the final test results is recommended. This certification does not include specific review of the POWTS design. All applicable criteria, as contained In Comm 81 - 85, Wis. Adm. Code, must be met prior to issuance of a sanitary permit for a POWTS at this site. In addition, all permits required by the state or the local municipality shall be obtained prior to commencement of construction, installation or operation of a POWTS. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Post -Ir Fax Note 7671 Gr G Zp U's M. Z To P"TPIAI F4 Id FMM CoJDepl. co. Phone A Phom Fax tl Fas N i _ � 06/20/2003 10:34 715 - 726 -2549 S &B CHIPPEWA FALLS PAGE 02 Marquette Ilomes Inc Page 2 Jum: 1 200.1 Sincerely, DATE RECEIVED 06/17/03 Leroy G. nsky, astewate ecialist FEE REQUIRED $ 80,00 FEE RECEIVED $ 80.00 Integrated Services Bureau BALANCE DUE $ 0.00 (715)726 -2544 Voice (715)726 -2549 Fax Ilansky(Mcommerce. state, wi.us Cc: DOA Plat Review St Croix County Planning and Zoning Owner i I Jun 24 0� 24p David Steel 715 -246 -5085 P.1 ` 1332 Wisconsin Department of Commerce SOIL EVALUATIONPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service County Attach complete site plan on paper not less than 814 x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), d nx:Wn and Parcel I.D. percent slope, scale or dimensions, north arrow. and location and distance to nearest road. 040- 46 - 000 Please print all information. 1 - Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location _Tro Developement Corp. Govt. Lot na NW 1/4 SE 114 S 24 T 29 N R 20 W Property Owner's Mailing Address Lot # Block # S. Nam e or CSM# 11800 A St. # 1 00 29 ulxt n a Tr Villa City - State Zip Code Phone Number ^ city _village V Town Nearest Road t3 l a l /74 M V 55549 1 Troy Lindsay Rd. New Construction Use: y Residential / Number of bedrooms — Code derived design flow rate 600 — GPD Replacement _ Public or commercial - Describe:na Parent material Loess ove Outwas — _ Flood plain elevation. if applicable na General comments and recommendations: Sy Elevation 97.02ft trenches spaced and depth to code 6.83ft below grade. 1E Boring # ...... Boring Pit Ground Surface elev. 103.85 ft. Depth to limiting factor 125 in. Sot Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roofs G PD/ftx in. Munsell pu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'EtT#2 1 0-7 10yry2/2 none sl fill na na 9w 1vf .0 .0 2 7 -23 10yr4/4 none scl 2 m s bk mfr gw ^ na .4 .6 3 23-49 7.5yr4/4 none Is osg mvfr di na .7 1.2 4 49 -70 10y r413 c2d 7.5yr5/6 sic! 2msbk mfr cs na .4 .6 5 70 -128 7.5yr4/6 none ms osg ml na na .7 1.2 Horizion # 4 Obeion lenses at 49 " to70" in depth with some smaller ones aproximetly 4" in diameter with noncomigouus motteling ❑ Boring # - Boring ✓ Pit Ground Surface elev. 1 03.85 ft. Depth to limiting factor _ 125 in. Soq Application Rate Horizon Depth Donrirrant Color Redox Description Texture 5tnx:ture Consistence Boundary Roots GP D/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfM2 1 0-18 10y2/2 none sl/ftll , na na gw 1v1f .0 .0 2 18-38 10yr4/4 none Sid 2msbk mfr gw lvf .4 .6 3 38 -65 7.5yr4/4 none Cos osg mvfr CS na .7 1.6 4 65-125 7.5yr4/6 none ms osg m( na na .7 1.2 Effluent #1 = SOD S > 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent 02 = BOD S30 mg/L and TSS S30 mg/L CST Name (Please Print) Sig nature: ma CST Number David J. Steel 24 8956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 6!23/2003 715- 246 -5085 I Jun 24 03 03:24p David Steel 715-246-5085 p.2 Property Owner Troy Developement Corp. Parcel ID # 040-1246-90-000 Page 2 of 3 3 ] Boring Boring ✓ Pit Ground Surface elev. 100.35 ft. Depth to limiting factor 125 in. Soil Application Rate Horizon Depth Dorninant Color Redox Description Texture Structure Consistence Boundary Roots CIRM in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 •Eff#2 1 0-12 1 Oyr2/2 none SI/Fill na na 9W 1Vf .0 .0 2 12-33 1 Oyr4/4 none scl 2rnsbk mfr 9W 1Vf .4 .6 3 33-125 7.5yr4/4 none Is osg mvfr na na .7 1.2 F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in- Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stniclure Consistence Boundary Roots _GPDRE. in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring X F-1 Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Desedplion Texture Shucture Consistence Boundary Roots WWI' in. Munsell Ou. Sz. Cord. Color Gr. Sz. Sh. ?Eff#1 -EfM Effluent #1 = BOD S > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BOD, S30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or nccd material in an alterriale forTnat, please contact the department at 608-266-3151 or TTY 608-264-9777. Jun 24 03 03:24p David Steel 715 -246 -5085 p.3 b Page-3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 1564 Cty Rd GG CST- POWTSM Troy Development Corp New Richmond,WI 54017 Lic_ #248956 NWl /4,SE1/4,S24,T28N,R20W Bus.(715) 246 -6200 Town of Troy, St.Croix Co. Fax (715) 246 -9372 Lot 29, Troy Village Legend I" = 40' ♦ = Benchmark Ele. 100.001 Top of I2" PVC pipg._. = Alt Benchmark Ele. 100.45ft Top of 12" PVC pipe u = Borings Boring Elevations .1 B 1 = 103.85Ft {" B2 = 103.SSFt B3 = 100.35ft B4 = 00.00ft �1 r x �ysf� 01.8sF4- rp2' 48 1T 31 3z -Z3 -a3 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT *Even ST. CROIX COUNTY CEi GO VERN M ENT ichael Mond CENTER Hudson, WI 54016 -7710 Phone: (715)386-4680 Fax (715)3864686 ftx To: Fa�c _ 7 G - s Pages: 3 -� I%OM a (� -�� Daft RM 4 r' Q cc: ❑ Urgent X1,For Review 0 Please Comment ❑ Please Reply ❑ Please Recycle e ConuneMs» It 7 JIM DOYLE GOVERNOR MARC J. MAROTTA SECRETARY Plat Review 17 S Fairchild St FL 7, Madison, Wisconsin 53703 -3219 P.O. Box 1645, Madison, Wisconsin 53701 -1645 W I S C O N S I N DEPARTMENT OF (608) 266 - 3200 Fax: (608) 264 - 6104 TTY: (608) 267 - 9629 ADMINISTRATION E -mail: plat.review @doa.state.wi.us http: / /doa.wi.gov s key = plat June 16, 2003 V Subject: TROY VILLAGE Pr- NT FILE NO. 20751 NW 1/4 & SW 1/4 S19 r` NE 1/4 & SE 1/4 S 24 T28N R20W J& TOWN OF TROY, ST CROIX COUNT —' nsaction No: 20751 -901 To: Commerce Fiscal & Procurement, Attn: Mila Rev. Code: 7632 q-635 1) Today we transmitted pertinent information regarding a Mound Restriction Release request for Lot 29 in this plat to the following Department of Commerce, Safety & Buildings Division, Wastewater Specialist: Leroy G Jansky Atta hments (S &B WWS): Soil boring logs (SBD -8330) 13 E Spruce St Soils Maps Chippewa Falls WI 54729 -2543 Other: (715) 726 -2544 Fax: (715) 726 -2549 Fee Schedule (SBD -6748) Ijansky@commerce.state.wi.us 2) Attached is the: $ check for the Commerce, S &B Fee 3) >�� r�r - -- _ v Code -- — 79 -1005 2 4931 MARQUEE HOMES INC. sta '632 j MAR D250 -4216- 6124 -09 100001011 PH. 651 - 248 -1693 N7922 - 902ND ST. DATE -� '632 RIVER FALLS, WI 54022 c�Iy ac 632 I„ PAY TO TH �� C 1 ( ✓�1 • �J ._ ORDER OF T DOLL RS 8 632 v 3 632 631.161.1190 .StM WATEReawa+ 632 1916 gmo Ate. S SIIDvaim. Fff1 550B2 Ar MEMO 533 x:09 L8 L00 50l: 10000 10 L III' 4931 If you do not receive the materials noted above, please call us immediately. Jayne Lathrop cc: Plat Review S &B WWS Phone (608/266 -3200) Lot 29 Troy Village Mound Release Chronology 4/28/03 — performed an additional on -site soil verification to provide adequate tested area for a conventional system — memo and soil report prepared. 5/6/03 — mailed packet of information to State including memo documenting 4/28/03 soil on -site with cover letter (dated 4/3003) requesting mound restriction release plan review. 5/27/03 — contacted Leroy to find out if he'd received the letter from plat review. He informed me of a change in the P.O. Box address and gave me a contact phone number. I called and talked to Jim with office of Land Information Services, who informed me that they had never received the packet and also needed a review fee to accompany it. Contacted Jason Ducheine to obtain the fee and sent a new packet out to the correct address on 5/28/03. 6/5/03 — Brady dropped off an application and house plan for the proposed conventional system. I reviewed 6/6/03 and found that Brady was not informed of the conditions regarding sizing and soil application rates that I put in the mound release letter. Faxed his office a copy of the letter and he will have to authorize amending the application for the correct dispersal area and system sizing. 6/6/03 — followed up with a phone call to Land Info. Services.and talked to Don, who could not provide confirmation where the mound release letter packet was in the review process. He recommended we talk to their receptionist on Monday (6/9/03) to track it down. I called and gave Jason the plat review phone number so he could contact them directly for status of the review and if it's been forwarded to Leroy (he had not received it as of Friday 6/6/03), 6/9/03 — Jason is still seeking information on the timetable for plan review and permit issuance. 608 - 266 -3200 state plat office 65f- 439 -5755 Jason Ducheine cell phone # 6/9/03 — Rod left a message for Jason with the state plat phone numb r again. - Mw6A).- t ij ,<i y, a 61" �6 is5�e /yke - u Vim- Yw ✓kco will � '? ��t P IP �l paddy U� ST. CROIX COUNTY WISCONSIN f+ ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 April 30, 2003 (Amended address 5/27/03) I Wisconsin Dept. of Commerce Plat Review P.O. Box 1645 Madison, WI 53708 -1645 Attn: Leroy Jansky, Regional Wastewater Specialist RE: Onsite soil verification for Lot 29, Troy Village Subdivision, Section 24, T28N, R20W Town of Troy, St. Croix County, WI Dear Leroy, I erf e p orm d onsite soil verification for Lot 29 at the request of Marquette Homes, who will be constructing the house on that lot. Tom Nelson completed a soil report (undated, approx. 1999), which was included in a group of onsite verifications done on 9/15/99 for neighboring lots. Rod Eslinger had made notes on the report, but somehow it was not included in the request for mound restriction releases back then. My onsite report and amended site plan confirm Tom's findings that a conventional system would be acceptable, but specific conditions and restrictions will be included in the sanitary permit. My test location (B7) was 10 -15' east of Tom's B4, but conditions observed were different than his description. No coarse sands were found, but a silt inclusion was found that contained redox features and appeared to affect water movement in the sands adjacent to it. Since I can't predict whether it was spherical or an elongated deposit, the permit will be contingent on 1) using a _ l ower soil application rate of 0.5 gpd/sq.ft. in case the excavation encounters more restrictive deposits within the sand horizons and 2) POWTS installer must have extra chambers on hand to compensate for soils that may not provide any treatment e.g. a 6' long mottled silt loam deposit in the trench. Rod stated that similar soil conditions have occurred on this subdivision and that it wou a acceptable to allow a conventional system as long as the installer complies with the permit restrictions. We will require that the trenches NOT be backfilled until a POWTS inspector has verified adequate dispersal area and soils within the system. The sands below the silt inclusion were moist, but not wet, so we concluded that the redox features were not a result of high water table on this lot. Please review the enclosed copy of my soil evaluation report and provide comments with regard to our recommendation to release the mound restriction for Lot 29. If you have any questions or if my notes are not adequate to support this release, please call me at the zoning office. Si qCT Pam Quinn, Zoning Technician i Cc: Jason Ducheine, Marquette Homes Tom Nelson, CST #227387 File ST. CROIX COUNTY \ WISCONSIN ZONING DEPARTMENT N 0 1 u■ r r Volvo 5T. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to 'e From: Pam Quinn Date: 516/2003 v" Re: Soil on -site (NW ' / 4 SE' /. Sec 24 Town of Troy — Lot 29 in Troy Village, Troy Development) On April 28, 2003 a soil on -site was completed due to a conflicting soil report that indicated soil conditions acceptable for a conventional septic system. Tom Nelson completed the original soil report sometime in 1999 (undated,) This on -site was required as part of the review for a proposed mound restriction release. Staff (Pam Quinn) has determined that this site is suitable for a proposed conventional septic system with specific restrictions for system elevation and soil application rate to be used for installation. The day was clear and sunny with temperatures in the upper 60's at 11:30 a.m. An excavated pit was completed approximately 15 ft. away from Boring B4 to provide additional length to the tested area. Distinct redox features were observed in the second horizon, which would preclude a mound within the tested area. However, the finer textured horizons overly sandy soils and the redox features may be a result of textural change, per Comm 85.30(3) 2. To further complicate matters, an apparent inclusion of silt loam was encountered in the west wall (best exposure for viewing colors) within the sandy 4 th horizon. The inclusion was approx. 3 ft. wide and extended from 55" to 72" in the pit wall. It had prominent mottles and the sands adjacent to it on either side contained patches of bright iron oxide staining (not circular, reduced areas). The sand was not saturated. There were other smaller mottled fine- textured deposits on the north and east wall, but additional profiles descriptions were not documented. The boundary between the sand and silt loam was broken i.e. the deposit was not a continuous layer with an irregular boundary. The pit was extended to at least 2 feet below the inclusion to determine whether saturated conditions existed. The sands were medium, moist, loose single grain with no evident redox features. See staff recommendations in the accompanying mound restriction release request regarding q g g feasibility for installation of a conventional septic system. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page —L of Z/ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must county include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I,D, , Q percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O y0 ' /o� 7 7L/ Please print all information. Re(" y _ Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). L-- jr. Property Owner Property Location • f 37 i 0 aleupm Co �-P. Goy. Lot �" VJ14 SE 114 S7 1 TV N R Z U E( W Property Owrfees Mailing Address Lot # Block # Subd. Name or CSM# D �� S A / b6 � - 7 - ;fOV O UAkc City State Zip Code Phone Number ❑ City ❑ Village own Nearest Road I A�nJ 9 ( ) 'Ta L� >�a New Construction Use: Residential / Number of bedrooms Code derived design now rate &l2P GP ❑ Replacement p /� n ❑ Public or commercial - De a X S2 Q d% / / Z 06 S �� Parent material f A r "ry 1 �q e — I W Flood Plain 62vaficri if applicable ft. General comments 1 '5 M 4 ( •5 � ors u ad CLRgq ?� �=sT`To pr1 ii lsa>1 a i t- i r`f 100-4 and recommendations: 5 to w► vw2�iSccr2d dc`s -e Shawn an �lof Pl<rn ed4a 'o /h r>� D" f• r -ed-4;6 ,4fc ee obse n r, -•7, 4e Au'o-- o.-ax a ✓ C,a�i rsP.t� � 6 � leW ffa R <zQ.tl3. rr F b - il Bonng # ❑ Boring a -A ..�& � �iry Jr Pit Ground surface elev. � o limiti ft. Depth tng Tactor Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I •Eff#2 -/ o Z 5( ?vri,b V l' ij 3 •S 2 -1f W 2 - /0 ve tZz C Z d 'S1 m bIG -F s 3 -Z 7 - 16 Vie 3 14 7 S 2 V 3 A1:i 'bjL YXI �' v V W su m4e.. S D rn 1 w a• 7 " o �y �o sr' zWits l� rM B s Ii�� .. No R he i' dv An u 1 1744 sp Ze- Si Hirt r! 7rVA VIg, S ` �g # ❑ Borin �• qG <' - �r�1.{rm ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. 'Eff#1 •042 Effluent #1 = BOD > 30 1 220 mg1L > < 150 mg/L ' Effluent #2 = BOD < 30 mgA. and TSS 1 30 mg/L Name (Please ) Sig I CST Number ir ' W /A/ SD Address Date Evan lion Ponducted Telephone Number snt,,,�oi *Ak li of Car-M /' ( fudrA '11 3 I f Property Owner Parcel ID # Page of F] 0 Boring [] ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Shc ication Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 . Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appl . ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2 i F Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit I Sod Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Effluent #1 = BOD > 30—< 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 mg& and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 2648777. SOD- 9330 OL6100) I � ` INVIPOR 1432 120"" STREET, NEW RICHMOND, WISCONSIN 1 715 -246 -2454 d Tom Nelson " ctt ed Soil 'tester 227387 - -- Registered Sanitarian SR00713 - T r oy uA qe W a z qy,3 �' �Sznc 6M � AI# 6►h �i - �' 94 r 05 07 i •' q 2g / a 3 SCALE l �, = C� � o � T m Nelso II / Sim g fi � M2 box e Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3 Divisidh of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code _ Environmental By D esign Attach complete site plan on paper not less than 8 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix _ percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Paroel I.D.# APPLICANT INFORMATION - Please print all information. 040- 1246 -90 tsn �y Personal information you provide may be used for seconc�ry purposes (Privacy Law. s. 15.04 (1) (m)). R y a �, 9'7 Property Owner Property Location Continental Developm GovL Lot NW 1/4 SE 1/4 S 24 T 28 N,R 20 W Property Owner's Mailing Address 1_06 # # # Subd. Name or CSM# 12301 Central Avenue NE, Suite 230 29 Troy Viflage City State Zip Code PhoneNumber ❑ City ❑ Village ®Town Nearest Road Minneapolis MN 55434 612- 757 -7568 Troy Lindsay Road ❑ New Construction Use: ® Residential / Number of bedrooms 4 []Addition to existing building ❑ Replacement ❑ Public or commercial describe Code Derived daily flaw 600 gpd Recommended design loading rate •7 bed, gpdr .8 trench, gpd1Fe Absorption area required 857 bed, ftz 750 trench, ft Maximum design loading rate •7 bed, gpd/fF .8 tr ench, gpolfF Recommended infiltration surface elevation(s) 100.55 it (as referred to site plan benchmar Additional design / site consideration 21 inches of mottled soil boring 2..will require a varience Parent material Loess Over Glacial OutWash Flood plain elevation, if appkable na It S - - Suitable for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system ® S U M S❑ U ® S❑ U El S❑ U ❑ S NU El El U SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure nsisten Boundary Roots GPDIfF Boring# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench 1 0 -12 10yr3/2 - sil 2msbk mfr gw 2f .5 i .6 2 12 -24 1Oyr3/6 -.o - sil 2msbk mfr gW If .5 .6 Ground 3 24 -36 10yr3/6 j - 3 - 1 2msbk mfr gW - .5 .6 elev 106.05 ft 4 3640 7.5yr5/8 _q is 2msbk mvfr . gW - 7 .8 I Depth to 5 40 -58 7.5yr6/4 - s Ogg ml gw - .7 ? .8 limiting factor 6 58 -102 7.5 - cs Osg ml gw - .7 .8 >102 ►► Remarks: 1 0 -24 10yr3/2 1 2msbk mfr gw 2f 5 i 6 2 24 -32 10yr4 /6'`y,� sil 2msbk mfr gw if .5 i .6 Ground 3 32 - 10yr4 /6 fl 4/6 sil 2msbk mfr gW - .5 .6 elev 105.07 ft 4 53 -96 7.5yr6/6 s* Osg ml - 7 8 r Depth to limiting factor 3253 n 6 Remarks: * bands of s 7.5yr3/4 CST Name (Please Print) Signature: 4 _ Telephone No. Thomas C. Nelson - 715- 246 -2454 Address Environmental By Design Date CST Number Ref # 1432 120th Street, New Richmond, WI 54017 227387 233 PROPERTY OWNER: Continental Development SOIL DESCRIPTION REPORT ® Page 2 of 3 PARCEL I.D.# 040 - 1246 -90 Environmental By Desi re Horizon Depth Dominant Color Mottles Texture Structure � onsistence � Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ! Trench 1 0 -7 10yr3/2 - sil* 2msbk mfr ew 2f .5 .6 2 7 -31 10yr4 /4 - sil 2msbk mfr gw if .5 .6 Ground elev 3 31 -38 7.5yr4/4 fl fl0yr4 /4 Ifs 2msbk mvfr gw - 5 6 104•26ft 4 38 -90 7.5yr5 /6 - s ** Osg .7 ? .8 Depth to limiting factor 31-38 Remarks: * with lease of sand 7.5yr5 6..... ** with bands of fs 7.5yr4/6 Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: Ground elev Depth to limiting factor Remarks: i • EAViROMAERTAL �Y 0[51 1432 120`" STREET, NEW RICHMOND, WISCONSIN 715 -246 -2454 Tom Nelson Tester 227387 --- Registued Sanitarian SR00713 J � } > >U k S i n g 6 r, t a I 6 r C)5 ",o7 tny,2� i SCALE I" _ 0 Tom Nelso f q S {ro rr� r�, „ 10 BM i uP 0 �lec�r� �0Y- Ll w nsin 0epartrnent or Industry, SOIL AND SITE EVALUATION REPORT Page / of Labor and Human Relations Oivi of Safety & Sukings in accord with ILHR 83.05, this. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (8M), direction and % of slope, scale or PARCEL L0. 11 dimensioned, north arrow. and location and distance to nearest road. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROP RTY OWNER: PROPERTY LOCATION Ddlt /NG�t/?//L s i l2�L0�/Yl�illT ea zp GOVT. LOT g le 114.S 7 # - T e0 .N.R ZO 4%W P pp��ppFF�TY OWN ':S MAILING A00 LOT # BLOCK x SUBO. NAME OR cry III /G3d/ G'E�VT,Qi4L PA A-& SviTE Z3d T.eoY !/GL E CITY STATE LP COOE PHONE NUMBER QCITY ILLAGE &OWN N REST ROAD BG 41, e. ¢3 4 01Z) - S6 d '� Y /ND3RY .eda.40 New Construction Use Residential / Number of bedrooms ] Addition to existing building j ] Replacement (] Public or commercial describe Code derived daily flow Goo gpd Recommended design loading rate D bed, gpd/ft' — trench, gpd/ft Absorption area required .SDO bed. It2 .Soo trench, ft Maximum design loading rate _,g,� bed, gpd/ft2 � d, trench, gPdft Recommended infiltration surface elevation(s) 0Y AeSld;'NeZ ft (as referred to site plan benchmark) Additional design / silt 9 considerations No72e.s oAv A06% 3 Parent material Flood plain elevation, if applicable z ft S - Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT• BADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for stem I CIS CK U W S ❑ U ❑ S O U uS ❑ U ❑ S OU 1 ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles (Texture Structure ConsistencelBoundary Roots GPD /ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed ITrerich ' 9 lo - OTZ -7 1 — 5 Zrfisbk 'of i r et 'Z" . S 10, G orZ f fr c w /V �. S Ground S ZZ -� /O Y2 Z — Z/N - /j+74 l lvt elev. go1_Zft. 0_5 / .a s ¢ — s/ Zmsb,� %►r - /v-� �• S o. Depth to ,�'¢ Z - i /ar2 5/G Si/ Msi4 �c C s �d D, S O• limiting c I vy p• �o,8 G' /Z -7r-85 7, sY� S b �+ /ct° /PYZ -f-cos ©s' /V r D• ? `O.8 Remarks: ' Boring # - MCi 4y A• _�_ e_ w Zv-4 Q,¢ D. Ground 8 tt. G/ ¢74. /DYE S G �' -cvs Ds IN / et.s /V> /,O Y/z 5 G ,>►, / IOYX 5 Ds r� / — . 9 limiting Remarks: X99 Names --Flew Pnnt Phone: JAMES D. FiLKgVS _... _ ._ (715) 40,7,P31 S'T 0 OLDEN ENGINEERING CO., 113 WEST WALNUT ST., RIVER FALLS, WI 5 4g Signrmur� Oaa: � '• 3 9 3988 PROPER iYOWNER eONT /NEi '(' W' SOIL DESCRIPTION REPORT Page Z of PARCEL I.D. a FDe th Dominant Color Mottles Texture Structure Casisoence Eb ry Roots GPD /tt Boring # Munsell Ou. SL Cont. Color Gr. Sz. Sh. Bed ranch o 3 — Z - sb� w a,4 Grou nd of fr w a� , I0, S f -S /OY,� ¢ G -old SY�sB c� Z C� tY � ,.¢ Depth to G 0YZ S /� S D3 — 14 limiting Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # ................. Ground elev. f t. Depth to limiting factor Remarks: Boring # 13 Ground eiev. it Depth to mating facto Remarks: seo-eUNFLOSM r , PAGE 3OF3 SITE PLAN Go T L8 i I /o � ariOE v Tip/ r Y G O 7" z q B -24 A f i ° 1 o , -�� A EwvveywAeie P ay 'Q yr •� 903. /,9 B- SB3 i 1 �Eh'lo ✓E Z' f/i�f/ / C $ ys TE/yl. G� 7 30 NOTES: PROVIDE MINIMUM OF 1' SAND j BETWEEN BOTTOM OF BED AND / EXISTING GROUND. MOUND TO BE A MINIMUM OF: / FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. SCALE: 1 " = 40' ` OGDEN ENGINEERING CO. � XMP 0. FILKINS, CSTM03988 Civil Engineers i Land Survey ors DATE: f3�9� 113 W. waln�71) 425-7631 River Fall Wi 54022 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ~ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386 -4680 Fax (715)3864686 11 To: � � � From: ?ky7l (J l A) Falc - 7t5 -- 3 fl — D 2 3 & Pries: G Phone: Date: y1 Z /d 3 Re: a r 2 Tko X V'l La e CQ ❑ Urgent /)4or Review 0 Please Comment O Please Reply ❑ Please Recycle • Comments: - � 4r� _b A C( ' 1 41 L; 4e a';tj ��'� r zonsin Departmentoi g � ►ND SITE EVALUATION Page 1 of 3 DHision Safety and Bu rith Comm 83.05, VVs. Adm. Code A p Environmental By Design Aiffaroste site pla /FOPw �Jx - t size. Plan must County include, tart not limited t - 3M) direction and percent slope, scale or n L4 �� I distance 10 nearest road. $t. Croix Parcel I.D.# APPLICANT INFOI ' Wa5 rr �� , oirn►at►on. R 040- 1246 -90 l /y Persawr infarr -oft you Pn a C t ' —y Law. s. 15.04 (1) (m)). LICen t rial. 1 J Property Location Develu iticut Govt Lot NW 1/4 SE 1/4 S 24 T 28 N,R 20 W Mailing Address Lot # Block # Subd. Name or CSM# Avenue NE Suite 230 29 Tro V e State Zip Code PhoneNumber 1:1 City ❑ Vilape ®Town Nearest Road MN 55434 612 -757 -7568 Troy Lindsay Road ® New Construction Use. ® Residential/ Number of bedrooms 4 [:]Addition to existing building Replacement ❑ Public or commercial describe Code Derived daily flow 600 gpd Recommended design loading rate 7 bed, gpolfP .8 trench, gpd/fts Absorp area required 857 bed, W 750 trench, IIF Maximum design loading rate .7 bed, gpW •8 tr ench, gtd/fF Recwimended infiltration surface elevations) 100.55 ft (as referred to site plan benchrnar Additional design / site consideration 21 inches of mottled soil boring 2..wiu require a varience Parent material Loess Over Glacial OutWash Flood plain elevation, if nil It S= Sujf�e for system Conventional Mound In - Ground Pressure AT - Grade System in Fill Holding Tank U= Unsuitable for system [As ❑ U ® S ❑ U ® S ❑ U ® S ❑ U ❑ S ®U U ❑ S ® u SOIL DESCRIPTION REPORT B Horizon Depth Dominant Color Mottles Texture Structure Co nsistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench — 0 9w 0-12 10yr3 /2 - sit 2msbk mfr gw 2f 5 6 -' -_� - 41 2 12 -24 10yr3/6 - sit 2msbk mfr gw if 5 6 Ground 3 24 -36 10yr3/6 ) _ ' - 1 2msbk mfr gw - .5 .6 elev 106.05 ft 4 36-40 7.5yr5/8 — - is 2msbk mvfr gw - .7 .8 5 40 -58 7.5 /4 Depth to yr - s Osg ml gw - .7 .8 limtiiug favor 6 158-1021 cs 1 Osg 1 mi gw - .7 ? .8 >102 it Remarks: 1 0-24 10yr3 /2 1 2msbk mfr gw 2f .5 _6 2 24 -32 10yr4/6 6 y� sit 2msbk mfr gw if .5 i .6 Ground 3 32 -53 10yr4/6 ft 4/6 sil 2msbk mfr gw - .5 .6 elev 105.07 ft 4 53 -96 7.5yr6 /6- s# Osg m1 - .7 .8 qq Depth to )'arriting u rz C factor 3253 /1 Remarks; • bands of s 7.5yr3/4 CST Name (Please Print) Signature: Telephone No. Thomas C. Nelson 715- 246 -2454 Address E nvkoemtental By Design Date CST Number Ref # 1432 120th Sbwe New Richmond, Wl 54017 227387 233 f ' ST. CR O IX WISCONSIN lo ll s r* y rr 11 L ZONING OFFICE r r r r r r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 September 15, 1999 C y Wisconsin Department of Commerce O Plat Review ATTN: Leroy Jansky BO 8911 Madison, WI 53708 -8911 RE: Onsite soil verification, lot 23, 27 -28, 60-61, 64 & 112 of Troy Village Subdivision, Sec. 19, Town of Troy, St. Croix County, Wisconsin Dear Leroy: I have reviewed the soil reports for lots 23, 27 -28, 60-61, 64 and 112 in Troy Village Subdivision, filed by Tom Nelson, CSTM #227387 and have conducted onsite soil verifications on these lots. My findings have verified that the soil conditions as reported by Mr. Nelson are accurately described. The soils on these lots are suitable for subsurface sewage disposal with loading rates of 0.5/0.6 and 0.7/0.8 GPD /sq.ft. I'm also concerned that a la rge portion of the tested area on lots 23, 27 -24and 112, was disturbed due to the fact that the borings got quite large during excavation and were open for such a long tame. Specifically, I'm concerned that when these borings are back filled, some of the subsoil will mix with the coarser soils, thus affecting the infiltration rate. If you have any questions regarding this issue, please contact me at the number listed above. Sincerely, ) Rod Eslinger Zoning Specialist cc: Chuck Cook, Continental Development ment P Corporation Tom Nelson File �6 cvarw2 n -cvuMd s - AFFIDAVIT OF CORRECTION 621942 TROY VILLAGE KATHLEEN H. WALSH y+'+ 505Pac G�� REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 1, James D. Filkins, Registered Land Surveyor, S -2246, 04 -26 -2000 3:00 Ph hereby certify that the Plat of Troy Village, recorded in CORRECTIVE AFFIDAVIT Volume 6 of Plats, Page 89, Document No. 559959 St. EXEMP COPY FEE: Croix County Registry, located in the Town of Troy St. COPY FEE: TRANSFER FEE: Croix County, Wisconsin, shows Note No. 5 on Sheet 2 RECORDING FEE: 10.00 which states "The following Lots must have mound systems: PAGES: 1 I through 10, 15, 16, 18, 19, 21 through 45, 47 through 49 51 through 55, 59 through 64, 69 and 70." This note was James D. Filkins changed on February 4, 1998, by an Affidavit of Correction, Ogden Engineering Co. Volume 1293, Page 189, Document No. 572333, to read: 113 W. Walnut Street "The following lots must have mound systems: 1 through 5, River Falls, WI 54022 16, 18, 19 21 through 45, 47 through 49,51 through 55, 60 Lot 21 040 - 1246 -10 -000 through 64, 69 and 70." This note was changed again on Lot 23 040 - 1246 -30 -000 January 25, 1999 by an Affidavit of Correction, Volume 1398, Lot 27 040 - 1246 -70 -000 476, Document No. 596458, to read: "The following lots Lot 28 040 - 1246 -80 -000 must have mound systems: I through 3, 5, 18, 19, 21, 22, 23, Lot 60 040 - 1250 -00 -00 25 through 45, 47, 48, 5l, 52, 54, 55, 60 through 64, 69 and Lot 61 040 - 1250 -10 -000 70." This note was changed again on July 14, 1999 by an Lot 62 040 - 1250 -20 -000 Affidavit of Correction, Volume 1442, Page 81, Document No. Lot 63 040 - 1250 -30 -000 606849, to read: "The following lots must have mound systems: Lot 64 040 - 1250 -40 -000 3, 18, 21, 23, 25 through 45, 47, 48, 51, 52, 54, 55, 60 through Parcel 1. D. Number 64, 69 and 70 ". This note is hereby changed again to read: "The following lots must have mound systems: 3, 18, 25, 26, 29 through 45, 47, 48, 51, 52, 54, 55, 69 and 70" Dated this day of °�� , 2000. ��SG�N� Jai t s D. filkins S -2246 JAMES FILKINS = 5.2248 = c RIVER State of Wisconsin) wn ss- County of Pierce )) ',,,SU�RJ„ Personally came before me this ZS day of 2000, to me known to be the person who executed the foregoing Instrument and acknowle d the same. K Sr ? , My Co! ssi Expires MZ LIC ST. CROIX COUNTY APPROVAL CERTIFICATE Approved for recording by the St. Croix County Zoning Office Date This instrument was drafted by James D. Filkins, Ogden Engineering Co., 113 West Walnut Street, River Falls, Wisconsin 54022 r Safety and Buildings Division Field Operations Bureau 13 East Spruce Street Chippewa Falls, WI 54729 c s on in G Thompson, Governor Tommy G. Tho p o or Department of Commerce ,-!� q Brenda J. Blanchard secretary October 11, 1999 CUST ID No. 263197 j ATTN.-,,INSPECTOR r r 9 y ZONING OFFICE ENVIRONMENTAL BY DESIGN " '. ST CROIX COUNTY 1432 120TH STREET 1101- 'CARMICHAEL RD NEW RICHMOND WI 54017 t, ., HUDSON WI 54016 RE: CONDITIONAL CERTIFICATION ' — �_✓ Identification Numbers Site ID No. 1260 SITE ST CROIX COUNTY, TOWN OF TROY Plat Review Perm. File No.: 20751 -901 SE 1/4, NE 1/4, AND NE 1/4, SE 1/4, S24, T28N, R20W Please refer to the appropriate LOT 23 - TROY VILLAGE SUBDIVISION identification numbers, above, in all correspondence with the agency. DESCRIPTION: MOUND RESTRICTION RELEASE The Department has reviewed the request to release the mound restriction on the above referenced property. This request is supported with information that indicates this property is acceptable for development with a below grade soil absorption type private sewage system. Therefore, the Department waives the above mentioned restriction and has no objection to the development of this property provided that the private sewage system is constructed in accordance with the applicable requirements of Chapter Comm 83, Wisconsin Administrative Code. Conditional certification is hereby made to waive the mound system restriction for the primary soil absorption system on this lot provided the following condition(s) are met: 1. The release and waiver of this lot restriction for the primary soil absorption system should be incorporated into a correction instrument under s. 236.295, Wis. Slats. It should be noted that the replacement system is a mound system. This recommendation will eliminate future questions regarding the restriction on the recorded plat. 2. Both absorption system areas are preplanned, and as such no development shall occur in the preplanned area and development adjacent to the preplanned area shall meet appropriate setbacks so as not to jeopardize private sewage system installation. Pursuant to Com 87.04 (7) (a) 2., Wis. Adm. Code, any changes to the location or extent of the preplanned area will require Department review and approval. 3. The mound replacement area is to include a 25 -foot setback area down slope of the mound perimeter that, along with the mound area itself shall not be subject to soil compaction or alteration during building construction. This certification does not include review of the design for the proposed private sewage system. All other applicable criteria, as contained in chapter Comm 83, Wisconsin Administrative Code, must be met prior to issuance of the sanitary permit for a project at this site. All permits required by the city, village, township or county shall be obtained prior to installation. 04/07/2003 11:30 715 -726 -2549 S &B CHIPPEWA FALLS PAGE 03 PROPERry OWNER SOIL DESCRIPTION REPORT Page 7 c1 87 MACF1 l,D. 0 - Depth Dominant Color W�� Stricture `Roots G TMr Boring +t Horizon) in. I Munsell I p SL cam CAW I Te I Gr. Sz. Sb- I �� I 9ed ie�c'+ A 0 -34 110YR 4/3 - -- sil 2msbk 6fr 1 v 2vt 10.5 ' 0-6 203 B1 34 -53 10YR 4/6 sil 2msbk fr I w 1vf 10.5 1 0.6 Gtoun4 B21 53 -60 10YR 5/6 - -- f3 lcsbk nvfr ms I lvf 10. I 0. eM+, 1 9q§ B22 60 - 68 10YR 516 cld 10YR 3/4 fs vfi L S lvf --- - - -- peep, to C 68 -80 10YR 6/4 - -- tmtng I I laces _7 Remarks: Boring 9 A 0 -14 10YR 4/2 I - -- sl 12 Ics 2vf 1 0.5 0.6 I 64 'S '' B1 14 -22 LOYR "- 1 2f -msbk mtr cw v Bx 22 -40 10YR 3/2 - -- i lvf 0.5 0,6 Ground Mew. B3 40 -52 10YR 5/4 - -- al 2msbk gi lvf 0.5 .0.6 90 7 It. $4 2 -65 LOYR 5/6 - -- sil 3mabk mf' Ics lvf 0.5 . 0 -6 Depth to besting C11 65 -70 7. 5YR 5/6 - -- f -cos 088 (ml I cs I lvf 0.7 0.8 Ia=ff I - -- - -- 70l C12 70 -85 F7.5YR 5/6 c1d 10YR 4/4 f -co• s I ml 1 - -- lvf Remarks: 1 Boring p A 0 -30 1 10YR 4/3 j - -- 811 1 2msbk I mf r 1c 1 2vf 0.5 U.6 R., 140!'° B1 30 -56 I 10YR 4/6 I -- 2 I I cw !1vf 10.5 0. 4 B2 56 - 10YR 5/6 cld 10YR 3/4 lfs Lcsbk air Ics lvf -- - -- Gcound slew• c 8 - 78 10YR 6/4 - -- g Os ml I - -- -- -- - -- Depth to Gmlting tam Remarks: String A 0 -33 F lOYR 3/2 - -- 1 2mcsbk mfr w 2v 0 ti 309 B1 33 -40 LOYR 4/4 - -- 1. 2msbk mfr gv 2vf 0.5 O. B2 40 -60 10YR 4/6 - -- lfs 081t ml gw lvf 0.4 '0.5 Ground Gsw. B3 60 - 79 LORY 4/6 - -- scl lcsbk mfi, gi lvf 0.2 0 - 902,L it R 79 -82 10Y 8/3 - -- last - -- - -- - -- --- - -- ('-- Depth to I_ I Remarks: 04/07/2003 11:30 715- 726 -2549 S &B CHIPPEWA FALLS PAGE 01 SAFETY AND BUILDINGS DIVISION N' V t sconsin Field Operations Bureau 13 East Spruce Street Department of Cornmerce FAX COVER SHEET Chippewa Fails, M 34729 Date Sent: 2003 Pages Sent (excluding this cover): 2— T0: Porm u 1pjyJ FROM: Leroy G. Jansky Wastewater Specialist E -MAIL: Ljansky@commerce. state. wi. us FAX #: FAX #: (715) 726 -2549 PHONE: PHONE: 715 726 -2544 Special Instructions: E 1 If there Were any problems with ttts transmission or not �!—CSO / umber above. K��S 9 COT 2- 0 y V i L L ,4 �Z Fy .5a /Ls- p /\j X6/1, �(0 " vv\-" d 'fir Ile J`N � 0 UGC s i Zlo'' J — sq d Y5 - 7 � 2Y - 1 7' 3o Ch4es Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations DiAioa of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (B rec ions of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distan to bare st read,' r \ 040- 1246 - RE IEWED BY DATE APPLICANT INFORMATION- PLEASE P Nt:ALL IN40R AT11 a 9 en 01 PROPERTY OWNER: cxo PERTY LOCATION Continental Dev.Cor . -- _ . LOT NW 1/4 SE 1 /4,S 24T 28 N,R 20 A (or) W PROPERTY OWNERS MAILING ADDRESS i° fROlx �T # BLOCK # SUBD. NAME OR CSM # "0 ST na Troy Village 12301 Central Ave. NE. Sui� CI STATE IP CODE \ NE N ;CE ITY [ 19OWN NEAREST ROAD Maine, M. 5543 � _ Troy Troy Vilage [ New Construction Use [x] Residential / Number . dicq 4 [ ] Addition to existing building (j Replacement [ ] Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd /ft trench, gpd /ft Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate -5 bed, gpd /11 trench, gpd/ft Recommended infiltration surface elevation(s) 94.40 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el. 93.40' Parent material loess /till/ outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable for s stem El S �l U ®S ❑ U ❑ S Ej U EIS ® U ❑ S El U ❑ S [3U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bcund ry Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 1 0 -14 10 r 3 2 non s' 2 2 14 -35 10 r 3/3 none Sil 2msbk mfr cfW if .5 .6 Ground 3 35 -60 7.5 r 4/6 c2d7.5 r 5/6 sici 2m mfr na na. .4 .5 elev. 94 ft. Depth to limiting factor 35" Remarks: Boring # 1 -19 10 r 3/2 none sil 2mcfr mfr CfW 2f .5 `:.6 2 19 -29 10yr 3/3 none sici 2msbk mfr gw if .4 '.5 Ground 3 29 -44 7.5 r 4/4 none sici lcsbk mfr crw if 1 .2 .3 elev. 94 ft. 4 44- 7.5yr 3/4 c2d 7.5 r 5/6 sici M na na nn nn Depth to limiting factor 44" Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6200 Address: 1554 200th. e New Ricbmonj WI 54017 Signature: , Date: 8 -10 -97 CST Number: m02299 L - I - � PROPERTY OWNER Continental Dev. SOIL DESCRIPTION REPORT Page 2 of PARCEL I.D. # 040 - 1246 -90 Depth Dominant Color Mottles Structure GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trends :•« tii 1 0 -16 10 r 3/2 none 1 2msbk mfr gw 2f .5 .6 3 2 16 -25 10 r 3/3 none sici 2msbk mfr gw if .4 .5 Ground 3 25 -33 10 r 4/4 none sicl lcsbk mfr qw if .2 .3 elev. 91. ft. 4 33 -48 10 r 5/4 c2d7.5 r 5/6 cl m na gw na np np Depth to 5 48 -69 7.5 r 3/4 WET scl lcsbk mfr na na .2 .3 limiting factor 33" Remarks: Boring # kti Ground elev. ft. Depth to limiting factor Remarks: Boring # �..4•: i }ii:•i }iii: Ground — elev. ft. ! -- I Depth to -- limiting factor Remarks: Boring # 5•4.T:: i:G:• }:vi} Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) r STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Continental Dev. Corp. New Richmond, WI 54017 MPRSW 3254 NW4SE4 S24- T28N -R20W (715) 246 -6200 town of Troy lot #29 -Troy Village N 1 =40' BM. =top of NW lot stake @ el. 100' Alt. BM.= top of SW lot stake C el. 93.10' zoo l0 v �� r � a LS D �.� r� � . ►�'---- i Gary L. Steel 8 -10 -97 I I Wiscot"Moiparmwn SOIL AN SITE EVALUATION REPORT Page LofL tabor and Human ROisucns Oivi -_ t ,n of Sat*ty & Bindings in accord with ILHR 83.05. Wis. Adm. Code -- COUNTY Attach complete site plan on paper not leas than 8 1/2 x 11 i size. Plan must include, but ST. CROIX not limited to vertical and horizontal reference point ( 410 n of slope, scale of PARCEL I.D. 0 dimensioned, north arrow, and location and dista too APPLICANT INFORMATION- PLEASE PR LL I A ION , REVIEWED BY DATE i PROPERTY OWNER: t PRQAERTyLocA'nON E 1/2S 24T 28 NR 20 W TOM RUEMKELE & JOHN AND B t ' LOT 1 14W 1/2S 19T 29 NR 19 -60"W PROPERTY OWNER':S MAILING ADDRESS t ST C ROIX 'St SU80. NAME OR CSM a 260 COUNTY ROAD F COUNTY I TROY VILLAGE CITY, STATE ZIP CODE EAUMMOFFICE 11 � TY ILLAGE MrOWN NEAREST ROAD� HUDSON WISCONSIN 54016 ' y - OY L1 tJ 1coA}7 c, i " % A I �9 pQ New Consttucpon Use (X ] faesidendal /Number 4 ( J Addition to existing building l 1 Replacernent ( J Public or comrnerctai describe Code derived dailyy now 600 gpd Recommended design loading rate O- 4 bed. gpolft — tr nM- gpdflt Absorption area required �fl bed. (t SOD trench, ft Makimum design loading rate O• S bed, gpd/tt 6 trench, g0jt Reoommended infiltabon swime elevations) BY DESIGNER It (as referred to site plan benchmark) Additional design / site considerations O ES 191 e` 3 Parent material LO 1 OU Gv Rood plaint elevation, if applicable N/A ft S. Suitable for System I C2 I D CONVI300NAL IN�GROUND PRESSURE I - cSAAOE CRU I � NF IN I O S AW U- Unsuitable for system S 0 U S❑ U ❑ S HU T- SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Corisistartce Bourday I RootsiGPO/ft in. Munseil Ou Sz Com Cokx Gr. Sz. Sh. Boring # A 1 0-30 10YR 4/3 - -- I sil 1 2msbk mfr cw 2vf 10.5 X0.6 B1 30 -56 lOYR 4/6 - -- sil 2 cw lvf 0.5 0.6 B2 56 - 10YR 5/6 cld 10YR 3/4 lfs lcsbk mfr Ls lvf ( - -- Ground elev. C 1 68-78 10YR 6/4 - -- s I OSg m1 - -- - -- - -- 90 ft. Depth to limiting tac r Remarks: Boring # [B3 0 -33 10YR 3/2 - -- sl 2mcsbk mfr w 2v 0 M 09' 33 - 10YR 4/4 - -- sl. 2msbk mfr Ground B2 :2vf 0.5 0.6 4 10YR 4/6 - -- Ifs Os ml w lvf 0.4 `:0.5 elev. 60 -79 10YR 4/6 - -- scl lcsbk mfi gi lvf 0.2 0.3 90� fL 79 -82 lOYR 8/3 - -- lmst - -- - -- - -- - -- - -- - -- Depth to limi factor 79' FNom"v—Plesi4i PfW jAme . D. FILKINS Mu m (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST.. RIVER FALLS, WI 54022 / / Daac �l col 9 7 CSTM03988 pROPERTYaWNER SOIL OESCRIPTION REPORT Page 2 of 3_ PARCLO. X. M Depth Oomrnant Color ( olmes Texture Structure C GP0 /ft4 Horizon in Munsell Qu. SL Cons Color Gr. Sz. Sh. Boring # A 0 -14 10YR 4/2 - -- sl 2 cs 2vf 0.5 ;264`•,- B1 14 -22 10YR 5 3 - -- 1 2f -msbk mfr cw B2 22 -40 10YR 3/2 - -- 1 2m- i lvf 1 0.5 '0.6 Ground elev. B3 1 40-52 10YR 5/4 - -- sl 2msbk Mfr gi lvf 0.5 0.6 90 ft. 4 2 -65 10YR 5/6 - -- sil 3msbk Mfi cs lvf 1 0.5 X0.6 Depth to hnnhng C11 65 -70 7.5YR 5/6 --- f —cos Osg ml cs lvf 0.7 0.8 factor 70 C12 70 -85 7.5YR 5/6 cld 10YR 4/4 f —cos 0S ml --- lvf - -- ' - -- Remarks: Baring # ;:WI 1111111 Ground dev. ft. Depm to limiting factor Remarks: Boring Ground elev. Depth to limiting facia Remarks: Boring # Ground elev. ft Depth to lifnl8ng factor I RemaO= $808�30rfi.0esltis) . . PAGE 3 OF 3 SITE PLAN z � - l L oT 3° f D r B� C�C f/o� peio,c T� �O�t/5 7�/c7i�/Gj ✓ YS BEM x o x h I e� I © / L T z9 � � Q h 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. / SCALE: 1" = 40' / OGDEN ENGINEERING CO. jAMtA 0. FILKINS, CSTM03988 Civil Engineers & Land Surveyors lo �� / 113 Y; . Walnut St. 4 River Falls, WI 54022 DATE: / (715) 25 -7631 4. Wisconsin oev nimnr of Industry. SOIL AND SITE EVALUATION REPORT Page L of L Labor and Human R"oons C)ivis*n otsatety s ewlanya in accord with ILHR 83.05. Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 11/2 m X in size. Plan must include, but . CROIX no t limited to vemcai and horizontal reference poi \ ,Kii 006n 9'. of slope, scale or PAA RCEL I.O. x dimensioned, north arrow, and location and di Xnoarest r APPLICANT INFORMATION- PLEASE A I A�6 REVIEWED 8Y GATE PROPERTY OWNER: N -PFPPERTY LOCATION E 1/2S 24T 28 NR 20 W TOM RUEMMELE & JOHN AND BA RuEmmmil 3 1997 Ar. LOT 114W 1/2S 19T 29 NR 19 - 640 W PROPERTY OWNERS MAILING ADDRESS S T CFtom q4r# -8tWf 0 SI J80. NAME OR CSM Y 260 COUNTY ROAD F nout4v 9 TROY VILLAGE CITY, STATE ZIP CODE CITY CZVILLAGF OWN NEAREST ROAD HUDSON, 54016 \ZkjW§§-Z2 TROY L141>6014 ? At7 (�Q New ConSnCdW Use PC ] Residential / 4 ( ] Addition to existing building L J Replacement ( ] Public or commercial describe Code derived daily now 600 gpd Recommended design loading rate O.'¢ bed. gpolft2 _" trench, gpdM Absorption area required - bed. ft SOD ureic, it Maximum design loading rate ©• S bed. gpdM2 ! 6 trench. gPd1ft Recommended infilMon stutace elevatlon(s) BY DESIGNER R (as referred to site plan benchmark) Additional design / site considerations O AE ON 3 Parent material O /LL oe. Rood plaint elevation, if applicable N/A R S . Suitable for system I CONVemONAL I MO IN -CMUNO PRESSURE I Q- G I Q NI I S AW U . Unsuitable for ❑ S ®U S ❑ U ❑ S Nu SOIL DESCRIPTION REPORT Horizon Depth Dominant Color Mottles Texture Structure Cons�o0rtce Bourdaly Roots GPD /ft in. Munsell Du. Sz Cartt Color Gr. Sz. Sh. Boring # 1 0 - 30 10YR 4/3 - -- sil 2msbk mfr cw 2vf 0.5 0.6 B1 30 -56 lOYR 4/6 - -- sil 2 k cw lvf 1 0.5 '0.6 B2 1 56-68 10YR 5/6 c1d 10YR 3/4 ifs l lcs b k mfr �cs lvf ( - -- Ground elev. C 1 68-78 10YR 6/4 - -- s OSjZ ml - -- - -- - -- - -- 90 _ h ft. Depth to limiting factor 56" Remarks: - Boring # [B3 0 -33 lOYR 3/2 - -- I sl 2mcsbk mfr w 2v 0 :..309 33 -40 lOYR 4/4 - -- sl. 2msbk mfr gw 2vf 0.5 0.6 Ground B2 1 40-60 10YR 4/6 - -- lfs Os ml w lvf 0.4 °:0.5 elm. 60 -79 10YR 4/6 - -- scl lcsbk mfi gi lvf 0.2 0.3 90 2 ,Z ft 1 79-82 lOYR 8/3 - -- lmst - -- - -- - -- - -- - -- --- Depth to limiting factor , 1 , ice Nun — PlewPriu ,JAMES 0. FILKINS Phww (715) 40 -7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST, RIVER FALL / S, WI 54022 « Oauc CSTM03988 PRC*#R*YOWNER SOIL OESCRIPTION REPORT Page 2 of 3 PAR Cfl.12.9_ Depth rn Dominant Color I MMISS Texture Structure Conssmnae &U�Y Roots GP0/ft4 11-lonzon in Munsell Du. Sz. Co Color Gr. Sz. Sh. Boring # A 0 -14 10YR 4/2 - -- sl 1 2msbk cs 2vf 1 0.5 0.6 t 64^ B1 14 -22 10YR 5 3 - -- 1 2f -msbk mfr cw Ivf 10-9 0-6 B2 22 -40 10YR 3/2 - -- 1 2 - 1 2i lvf 0.5 0.6 Ground elev. B3 40 -52 10YR 5/4 - -- sl 2msbk I gi lvf 0.5 0.6 90 ft. 4 I 1 10YR 5/6 - -- sil 3msbk cs lvf 0.5 0.6 Depfh to hrttfing C11 65 -70 7.5YR 5/6 -° f -cos l csg I M1 cs lvf 0.7 0.8 tam 70" C12 70 -85 7.5YR 5/6 cld 10YR 4/4 f -cos Os ml - -- lvf - -- - -- Remarks: Boring # I I I Ground It Oepm to ling factor Remarks: Boring # I , ;gig >•• L Ground ` eler. tt. I 0epm to lirmang faCror Remarks: Boring # I Ground eiev. Depth to lirtnling h�ror Remarks: SBD$3SOIR.0610Zi PAGE 3OF3 SITE PLAN 1 L oT 3° r 4,v1 Ty 9 C f P0104 To �pit/5 r4l,M.c /p! SYS rEM x o x h I � I 8 -07 f © / L T z9 //zv.v �iPE, EcEv, = qv3. 7 y �Q � Q h /D fv/v,E 4/T /L /T GOT 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. / SCALE: 1 " = 40' / OGDEN ENGINEERING CO. JAME . FILKINS, CSTM03988 / Civil Engineers & Land Surveyors W. / 113 W. Walnut St. River Falls. WI 54022 7 DATE: l ( (715) 425 -7631 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of 2 FILE SYSTEM SPECIFICATIONS Owner Septic Tank Capacity �(� a l ❑ NA Permit # Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer , ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model d(� ❑ NA i Number of Public Facility Units ❑ NA Pump Tank Capacity a l ❑ NA Estimated flow (average) Q gal/day Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) Q gal /day Pump Manufacturer ❑ NA Soil Application Rate al /day /ftz Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland To S Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cel(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) :530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fec Coliform (geometric mean) :510' cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: mo (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ yea�Is1(s) (Maximum 3 years) ❑ NA month(s) ❑ NA Clean effluent filter At least once every: years) ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: ❑ year(s) ' ❑ month(s) ❑ NA Flush laterals and pressure test At least once every: ❑ year(s) Other: At least once every: ❑ year(s) (s) ❑ NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page of y START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: _0 All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or.must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. T ev_ ' a o Ong ank �R- A16VIJ 40NSTXUC -7 ON b fZDld ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the s in effect at that time. infiltrative surface. Reconstructions of such systems must comply with the rules < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name /7 Name Phone _ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name 15t C kb ( X r u 2otilt�cJ Phone Phone __1 (S— 3 w cla _ &O Z) This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. I ST CROIX COUNTY 05/12/2003 TOWN OF TROY 2002 REAL ESTATE TAX SUMMARY 40 - 1246 -90 -000 24- 28N -20W Parcel # 24.28.20.1271 _______= PROPERTY ADDRESS TROY DEVELOPMENT CORP 350 LINDSAY RD SUITE 100 SEC 24 T28N R20W SE NE &NE SE 71800 ABERDEEN ST NE LOT 29 TROY VILLAGE BLAINE MN 55449- 4786 VOL /PAGE 493 / 521 1241/ 254 1192/ 608 / Dist - School: 4893- #1 100 - #2 - #3 1.313 Acres Assessed Land: 90000 Improve: Total: 90000 Ratio: 1.1178 Fair Market: 80500 Gross Tax Other Credits Lottery Net Tax After Credits ?g - 109.05 - 0.00 = 1328.23 Bill #: 26387 AMT DUE AMT PAID BALANCE Balance Codes Tax 1328.23 664.12 664.11 P D= Delinqent Special Assmnt 0.00 - P= Postponed Special Chrg 0.00 N N =No Balance Delingent Chrg 0.00 - Private Forest 0.00 N Payments Source Woodland Tax 0.00 rvl ti zged Forest 0.00 - L= Lottery Interest 0.00 M= Municipality Penalty 0.00 C= County R= Redemption TOTALS 1328.23 664.12 664.11 Interest is Calculated for May 2003 Lottery Claims: 0 Amount: 0.00 NT P 0 S T E D P A Y M E N T S Date Receipt Source Tax Bal Special Wood Interest Penalty Total 01/31/2003 26482 C 664.12 P 0.00 0.00 0.00 0.00 664.12 * * * * ** E N D O F R E P 0 R T * * * * ** l ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer ��f r�� G✓ C✓�� Mailing Address le, Property Address (Verification required from Planning Department for new construction City/State Fo V Parcel Identification Number 7� lr� y�"'�d -00 0 LEGAL DESCRIMON Property Location I /,, ' /., Sec. , T,2ff—/*-R W, Town of (i'� le- ,P Subdivision // ' Of�u " t Lot # �. Certified Survey Map # Volume , page # Warranty Deed # Z2,V fi g` Volume 236 Page # _ 03 Spec house ❑ yesA no Lot lines identifiable Wyes ❑ no SYSTEM MAINTENANCE Improper use and mamteaanceof your septic system could result in its prcmaturr 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 proper"wner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeymmanplumber, restrictedplumber or a licenscdpumpervenfying that (1) the on -site wastewaterdaposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 fill of sludge. Uwe, 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 t of Natural Resources, ntces, StaOe of Wisconsin Certication stating that your septic system has been maintained mast be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. 4L� 4z "� 5' 1,2-1 0 3 SIGN A OF APPLICANt DATE OVVNER 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 describ above, by virtue of a warranty deed recorded in Register of Deeds Office. SL 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 decd eOO *d uldZO: TO eo /eo /so 00LS9bZSTL 5NI.L '110UX J 2236 P 038 72IZ746 /l �-, KATHLEEN H. WALSH REGISTER OF DEEDS STATE BAR OF WISCONSIN FORM 2 - 1998 ST. CROIR CO., WI WARRANTY DEED RECEIVED FOR RECORD Document Nrxnt>er 05/09/2003 09:36AN WARRANTY DEED This Deed, made between EXERT # roy Development Corporation, a Minnesota Corpor REC FEE: 11.00 Grantor, TRANS FEE: 239.70 and GreQoi W Walsh COPY FEE: CC FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration. conveys and warrants to Gi aritee the following described real estate In St. Croix County, State of Wisconsin: ,I Recoraing Area Lot 29 of the Plat of Troy Village Name and Roltxn Address Addition in the Town of Troy, St. Croix County, Wisconsin. Gregory W. Walsh � i I� Subject to Declarations of Covenants, Conditions and 102 N Meadow Lane Restrictions for Troy Village, recorded in Vol. 1241, Roberts, WI 54023 Page 256, as Doc. No. 559964, and the Declaration of Golf Course Covenants, Conditions and Easements, I recorded in Vol. 1241, Page 301, as Doc. No. 559969, ,I all as appearing in the office of the Register of Deeds non- 1246 -90 -000 i �I Parcel Identification Number (PIN) — i for St. Croix County, Wisconsin, and such other tl `i easements, restrictions and reservations of record, This is not homestead property. I ; or in use, and the "Buyer" obligations contained in (is) (is not) (I the Purchase Agreement for this lot. I, it .I it ij li • It I� Exceptions to warranties: tl .j Dated this 28th day or April 200 I� I' (SEAL) (SEAL) • Charles S. Cook, President II Troy Development Corporation l (SEAL) (SEAL) !I ,I AUTHENTICATION ACKNOWLEDGMENT If Signature(s) Minnesota •. State of Wfscensirr, Anoka County. ' authenticated this day of Personally came before me this 28th day of April the above named Charles S. Cook, President Troy Development Corporation I TITLE: MEMBER STATE BAR OF WISCONSIN - - to tI (If not, me known to be the person who executed the foregoing a' authorized by §706.06, Wis. Seats.) Instrument and acknowledge the same. !I 'i THIS INSTRUMENT WAS DRAFTED BY II TROY DEVELOPMENT CORPORATION R ick A. Johnson Notary Public, Stawu;'f-Lti "oArARAnoka County, Minn. ii Charles S. Cook, President My commission Is permanent. (If not, state expiration date: I: j Janus . (Si gnatures may be authenticated or acknowledged. Both are not � 31 2 0 0 6 •) is necessary.) I I • Nantes of persons signing In any capacity must be typed or printed below tixir signature. 0 I STATE BAR OF WISCONSIN RI(�(A +aa+Lop a n' . WARRANTY DEED FORM Nit. 2 - 1998 NDTAR RRJC_bgrpaOTA MY COMMISSION EXPIRES JANUARY 31, 2006 ■ p 1 Almon Standaert Subject: Wal rd Location: 29 Tro e, ro Start: Mon 7/14/2003 4:00 End: Mon 7/14/2003 0 P Recurrence: (none) O 0 �03 wt fly F F-- O''am'Quinn Subject: 430103 Utgard/Walsh Location: Lot 29 Troy Village, Troy Start: Wed 7/16/2003 3:00 PM End: Wed 7/16/2003 4:00 PM Recurrence: (none) Received copy of the Affadavit of Correction from Filkins; they mailed the original to Register of Deeds rather than let the owner pick it up and submit it for recording! r Safety and Buildings Division 13 East Spruce Street Vi Chippewa Falls, wi.us www. commerce. st wi. us Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary June 19, 2003 -nt CUSTOMER ID NUMBER: 675423 ! o 200 MARQUETTE HOMES INC N7922 902 AVE RIVER FALLS WI 54022 SITE: ST CROIX COUNTY, TOWN OF TROY Identification Numbers NE 1/4, SE 1/4, S24, T28N, R20W Transaction No.: 20751 -901 TROY VILLAGE - LOT 29 Please refer to the identification number above in all correspondence with the a enc . FOR: MOUND RESTRICTION WAIVER The submittal described above has been reviewed and appears to be in conformance with Comm 83 Wisconsin Administrative Code. Comm 83.03 (3) Wis. Adm. Code requires the department to waive restrictions or prohibitions placed on a lot or outlot as a result of its plat review conducted under s. 236.12, Stats., if the POWTS proposed for the lot complies with Comm 83. Several acceptable POWTS system options exist for this lot, including the use of a mound system. The submitting party has supplied adequate information that confirms the above referenced lot is acceptable for development using a Private Onsite Wastewater Treatment System ( POWTS) permitted by Comm 83. Therefore, the department has no objection to the development of the property with a POWTS other than a mound system provided that the following conditions are met. 1. If a system other than a mound system is utilized, the release and waiver of this mound restriction shall be incorporated into a correction instrument under s. 236.295, Wis. Stats. In addition, a reference to or copy of this letter shall also be recorded with the deed. This should eliminate future questions regarding the restriction on the recorded final plat and the use of a POWTS that meets the current requirements of Comm 83, Wisconsin Administrative Code. 2. The state sanitary permit to install a POWTS on this lot shall be based on a complete and current soil and site evaluation that �aneets the requirements of both Comm 83 and Comm 85. Soil conditions on this lot vary considerably and no two reports on file seem to actually verify the original test results. Therefore, it would be unacceptable to base a final system design and permit on the undated report by CST Nelson since its' accuracy appears questionable. The final site selected should avoid silty inclusions that might lead to questionable suitable conditions. in addition, CST Nelson's B -6 is unacceptable for a below grade system because it does not meet the requirements of Comm 85.30(3)(a)2, in that the redox features are not located in a silt loam or finer texture. County verification of the final test results is recommended. This certification does not include specific review of the POWTS design. All applicable criteria, as contained in Comm 81 -85, Wis. Adm. Code, must be met prior to issuance of a sanitary permit for a POWTS at this site. In addition, all permits required by the state or the local municipality shall be obtained prior to commencement of construction, installation or operation of a POWTS. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Marquette Homes Inc June 19, 2003 Page 2 Sincerely, DATE RECEIVED 06117!03 FEE REQUIRED $ 80.00 Leroy G. nsky, astewate ecialist FEE RECEIVED $ 80.00 Integrated Services Bureau BALANCE DUE $ 0.00 (715)726 -2544 Voice (715)726 -2549 Fax Ijansky @ commerce. state. wi. us cc: DOA Plat Review St Croix County Planning and Zoning Owner f 07/15/2003 10:35 7154257965 OGDEN ENGINEERING PAGE 03 AFFIDAVIT OF CORRECTION TROY VILLAGE 1, James 17. Fillcins, Registeted Land Surveyor, S - 2246, hereby certify that the Plat of Troy Village, recorded in Volume 6 of Plate, Page 89, Docum W No. 559959, St. Croix County Registry, located in the Town of Troy, St. Croix County, Wisconsin, shows Note No. 5 on Sheet 2 which states "The following Lots now have mound systems: 1 through 10,15,16,18,1 21 through 45, 47 through 49, 51 through 55, 59 through 64, 69 end 70." This note was James D. Filkins changed on February 4. 1998, by an Affidavit of Correction, Ogden Engineering Co. Volume 1293, Page 189, Document No. 572333, to read: 1234 South Wasson Lene "The following lots must have mound systems: i through 5, River Falls, WI 54022 16,18,19, 21 through 45, 47 through 49, 51 through 55, 60 through 64, 69 and 70. This note waa chou again on January 25, 1999 by an Affidavit of Correction, Volume 1398, Lot 29 040 - 1246-90 -000 Pap 476, Document No. 596458, to read: "The following lots Parcel 1. D. Number must have mound systems: 1 through 3, 5,18,19, 21, 22, 23, 25 through 45, 47, 48, 51 52, 54, 55, 60 through 64, 69 and 70." This note was changed agaiu on July 14, 1999 by an Affidavit of Correction, Volume 1442, Page 81, Document No. 606849, to read: "The following lots must have mound systems: 3, 19, 21, 23, 25 through 45, 47, 48, 51, 52, 54, 55 60 through 64, 69 and 70 ". This note was changed again on April 26, 2000 by an Affidavit of Correction, Volume 1505, Page 605, Document Number 621942, to ,read: "The following lots must have mound systems: 3, 18, 25, 26, 29 through 45, 47, 48, 51, 52, 54, 55, 69 and 70 ". This note is hereby changed again to read: "The following lots must have mound systems: 3,18, 25, 26, 30 tbrough 45, 47, 48, 51, 52, 54, 55,69 and 70" Dated this /-'-p day of -----.--. ` fGONge j - ea i��' jAMES D. �P`s saw D. Fillans S -2246 FAXW WYMPA" State of Wisconsin) �• ) � SUFIy County of Pierce ) Personally came before me this /5 day of UL L y , 2003, to me known to be the _ person who executed the foregoing Instrument and aclmowledged the same. My Commission Expires Z j/ • d S �-2 ST. CROM COUNTY 110TAIlY � APPROVAL CERTWCAT9 - PUBL Approved for recording by the St. Croix County Zoning Office 7j or- nate This instrument was drafted by James D. Fillrins, Ogden Engineering Co., 1234 Soaith Wasson Labe, River Falls, Wisconsi» t. i 1332 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site an on r not less than 8'% x 11 inches in size. Plan must County PI PI Pape St. Croix include, but not limited to. vertical and horizontal reference point (BM), direction and parcel I.Q. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 040 1246 90 Please print al 0Un4 lQr -! - Reviewed By Date Personal information you provide: S. i5"l) (m)). Property Owner ; Pr erty Location Troy Developement Corp. - Goya. Lot na NW 1/4 SE 1/4 S 24 T 28 N R 20 W Property Owner's Mailing Address p Lot # Block # Subd. Name or CSM# 11800 Aberdeen St. # 100 129 na Troy Village City State Zi - tloptNumtaek . I _j City I Village jM Town Nearest Road /a i /I 4 P ill 55549 1 --I Troy I Lindsay Rd. lt New Construction Use: V1 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement �J Public or commercial - Describe Parent material Loess over Outwash Flood plain elevation, if applicable na General comments and recommendations: System Elevation 97.02ft trenches spaced and depth to code 6.83ft below grade. Boring # Boring Am Pit Ground Surface elev. 103.85 ft. Depth to limiting factor 125 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 1 0 -7 10yryr2 /2 none sl fill na na gw 1vf .0 .0 2 7 -23 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 23-49 7.5yr4/4 none Is osg mvfr di na .7 1.2 4 49 -70 10yr4/3 c2d 7.5yr5/6 sicl 2msbk mfr cs na .4 .6 5 70 -128 7.5yr4/6 none ms osg ml na na .7 1.2 Horizion # 4 Obelong lenses at 49 " to70" in depth with some smaller ones aproximetly 4" in diameter with noncontigouus motteling Boring # j Boring .e Pit Ground Surface elev. 103.85 ft. Depth to limiting factor 125 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -18 10yr2/2 none sl /fill na na gw lvf .0 .0 2 18 -38 10yr4/4 none sicl 2msbk mfr gw lvf .4 .6 3 38 -65 7.5yr4/4 none cos osg mvfr cs na .7 1.6 4 65 -125 7.5yr4/6 none ms osg ml na na .7 1.2 " Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD S30 mg /L and TSS < 30 mg/L CST Name (Please Print) Signature: - CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 6/23/2003 715- 246 -5085 Property Owner Troy Developernent Corp. Parcel ID # 040- 1246 -90 -000 Page 2 of 3 F3 ] Boring # Boring li 1 Pit Ground Surface elev. 100.35 ft. Depth to limiting factor 125 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -12 10yr2/2 none SAM na na gw 1vf .0 .0 2 12 -33 10yr4/4 none scl 2msbk mfr gw 1vf .4 .6 3 33 -125 7.5yr4/4 none Is osg mvfr na na .7 1.2 F-1 Boring # I Boring „� Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 Boring # J Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application state Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD <30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. i Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST- POWTSM Troy Development Corp. New Richmond,WI 54017 Lic. #248956 NWl/4 ,SE1/4,S24,T28N,R20W Bus.(715) 246 -6200 Town of Troy, St.Croix Co. Fax (715) 246 -9372 Lot 29, Troy Village Legend l" = 40' ♦ =Benchmark Ele. 100.00Ft Top of 1/2" PVC pipe • = Alt Benchmark Ele. 100.45ft Top of 1/2" PVC pipe ❑ = Borings Boring Elevations B1 = 103.8517t B2 = 103.85Ft B3 = 100.35ft B4 = 00.0011 �1 1 'Y w� `0 � -z3 -a3 Jun 24 03 08:47a David Steel 715 -246 -5085 P.1 1332 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3_ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8%: x 11 inches in size. ounty e. Plan must St. Croix include, but not limited to: vertirai and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 04 1246 - 90-000 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 ( (m))• Properly Owner Property Location Troy De velopement Corp. Govt. Lot na NW 1/4 SE 1/4 S 24 T 28 N R 20 W Property Owners Mailing Address Lot # Block # I Subd. Name or CSM# 11800 Aber deen St # 100 29 na _ Tro Village ^- city State tip Code Phone Number _ City _` Village 1/' Town Nearest Road f3 la 1 /1 4 i M 191 55549 1 1 Troy I Lindsay Rd. ✓, New Construction Use: V Residential / Number of bedrooms 4 _ Code derived design flow rate 600 GPD Replacement : Public or commercial - Describe:na Parent material Loes over Outw _a_s h _ Flood plain elevation, if applicable na General comments and recommendations: System Elevation 97.02ft trenches spaced and depth to code 6.83ft below grade. Boring # Boring be Ground Surface elev. 103.85 ft. Depth to limiting factor 125 in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' in. Munsel Qu. Sz. Cont. Coke Gr. Sz. Sh. `Eff#1 ff*2 1 0 -7 10yryr2/2 none sl fill na na gw 1vr .0 .0 2 7 -23 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 23-49 7.5yr4/4 none Is osg mvfr di na .7 1.2 4 49-70 10yr4 13 c2d 7.5yr5/6 Sid 2msbk mfr cs na .4 .6 5 70-128 7.5yr4/6 none ms osg ml na na .7 1.2 Horizion # Obelong lenses at 49 " to70" in depth with some smaller ones aproximetly 4" to diameter with noncwntigouus moth ❑ Boring # __ Boring ✓ Pit Ground Surface elev. 103.85 ft. Depth to limiting factor _� 25 ,in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/fF in. Munsell pu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 - Eff#2 1 0-18 10yr2/2 none sl/fill na na gw 1vf .0 .0 2 18 -38 10yr4/4 none Sid 2msbk mfr gw 1vf .4 .6 3 38-65 7.5yr4/4 none Cos osg mvfr cs na .7 1.6 4 65 -125 7.5yr4/6 none ms osg ml na na _7 1.2 Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 150 mg/L • Effluent #2 - BOD n mg/L and TSS < mg/L CST Name (Please Print) ignature - CST Number David J. Steel _ � �� 248956 Address Steel Soil Service r Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 6/2312003 715 - 246 -5085 Jun 24 03 08:47a David Steel 715-246-5085 p.2 Property Owner Troy Development Corp. Parcel ID # 040-1246-90-000 Page 2 of 3 ❑ 3 ] B oring Boring ti pit Ground Surface elev. 100.35 ft- Depth to limiting factor 125 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *EffN2 1 0-12 10y2/2 none SI/fill na na gW 1Vf .0 .0 2 12-33 1 0yr414 none SCI 2msbk mfr 9W 1Vf .4 .6 3 33-125 7.5yr4/4 none Is osg mvfr na na .7 1.2 Boring # J Boring Pit Ground Surface elev. R. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Roots *Eff*1 G 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. F-1 Boring # ring Boring Ground Surface elev. ft. Depth to limiting factor in. Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots — GFUM in. Murime Ou. Sz. Cont. Color Gr. Sz, Sh. 'Effol *Eff#2 Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 c 150 mg/L Effluent #2 = BOD S.30 mg/L and TSS S_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.' Jun 24 03 08:47a David Steel 715 - 246 -5085 p.3 i ' Page 3 of 3 STEEL'S SOIL SERVICE INC. David I Steel 1564 Cty Rd GG CST- POWTSM Troy Development Corp. New Richmond,WI 54017 Lic. #248956 NWl /4,SE1 /4,S24,T28N,R20W B 246 -6200 Town of Troy, St.Croix Co. Fax (715) 246 -9372 Lot 29, Troy Village Legend I"=40' A = Benchmark Ele. 100.00Ft Top of 1/2" PVC pipe • = Alt Benchmark Ele. 100.45ft Top of 1/2" PVC pipe 0 = Borings Boring Elevations . i B 1 = l 03.85Ft 1 " B2 = 103.85Ft i B3 = 100.35ft B4 = 00.00ft fi �c w 1 6 1 - gsF a- 4 B3 1 T 3z' uo' 4r. 4 t'r'O irJ: d4 115- 12b -2b49 S &B CHIPPEWA FALLS PAGE 01 • safety and euildings Diviswn 1e East Spruce S lice( Chp)pewa Falls, WI 547Y9 �•CQtlT Wl 0604vt- new of Commwoe AM DOyle, Governor June 19, 2003 a V L. Nettles, secret CUSTOMER ID NUMBER: 575423 MARQUETTE HOMES INC N7922 902 AVE RIVER FALLS WI 54022 SITE: ST CR OIX COUNTY, TOWN OF TROY NE 1/4, SE 1/4, S24, T28N, R20W Identification N umbers TROY VILLAGE - LOT 29 Transaction No.: 20 -901 — I ffabwoveeaisn e refer to the identification number FOR: MOUND RESTRICTION WAIVER all comes ondence with the The submittal described above has been reviewe Wisconsin Administrative Code. Comm 83.03 (3 1 a3 restrictions or prohibitions placed on a lot or outic Ave 236.12, Stets., if the POWTS proposed for the to system options exist for this lot, including the use ��91L ��,( J POWTS adequate information that confirms the above rel supplied Private Onsite Wastewater Treatment System (F 7 / a G{ department has no objection to the development -7'l f t system provided that the following conditions art and 1. if a a mound system is utl 5 (�' " "� in a to a correction instru riction shall be r Terence to or coon of this letter s a a so a questions regarding the restriction on the re, ( G / a e Future current requirements of Comm 83, Wiscons ff UOFs 2. The state sanitary permit to install a POWT soil and site evaluation that rnaets the requ urrent Soil conditions on this lot vary considerably and no two reports on file seem to actually venry Tne original test results. Therefore, it would be unacceptable to base a final system design and permit on the undated report by CST Nelson since its' accuracy appears questionable. The final site selected should avoid silty inclusions that might lead to questionable sultoble conditions. In addition, CST Nelson's B - is unacceptable for a below grade system because it does not meet the requirements of Comm 85.30(3)(a)2, in that the redox features are not located In 4 silt loam or finer texture. County verification of the final test results is recommended. This certification does not include specific review of the POWTS design. All applicable criteria, as contained In Comm a1 -as, Wis. Adm. Code, must be met prior to Issuance of a sanitary permit for a POWTS at this site. In addition, all permits required by the state or the local municipality shall be obtained prior to commencement of construction, install4tion or operation of a POWTS. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Post-It" Fax Note 7671 fAhm � . ptwft F pl10tN A Fee 9 Full