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Home My WebLink About026-1296-26-000 (2) WisconsiP,Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Byilding Division Sanitary Permit No: INSPECTION REPORT 488229 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: Village X Township Parcel Tax No: Country City View Ridge LLC Richmond, Town of 026 - 1296 -26 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 07.30.18.1557 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding System 9 Y Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia I Length Dia Spacing 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 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 1642 100th Street New Richmond, WI 54017 (NE 1/4 SE 1/4 7 T30N R18W) Country View Ridge Lot 26 Parcel No: 07.30.18.1557 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ( Yes L] No Use other side for additional information. EL L_ - Date Insepctor's Signature Cent. No. SBD -6710 (R.3/97) ty y" uildings Division County ington Ave., P.O. Box 7162 , O 1 )L- 1A I *6co Madiso 53707- 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce v o Sanitary Permit App cation State Plan T.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal formation you ro de , sl5. ( xr)� L 6 je / st Address (if diffa a"lin address) maybe used for secondary purposes Privacy La T. Application ROIXCOUNTY �vv� s PP ST. C Property O er's Name P cel # Lot # Bloc # 7 ; Pro ") perty e ddress ' Prop Locatio 1 A Section City, State y Zip Code - Phone Number _ / J lJ T ��?Y RLE 1 W e) II. ype of Building (check all that apply) 5 CSM Num 2 Family Dwelling —Number of Bedrooms 3 Subdivision Name i ❑ Public/Commercial — Describe Use El State Owned — Describe Use ❑Cisy_ ❑Villa hip f C. M. Type of Permit: (Check only out box on line A. Complete line B if applicable) 07-46 - 1 2ro -C7n / 53 - 7 - r[01 C1 Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System List Previous Permit Number and Date Issued Renewal El Permit Revision ❑ Change of ❑ Permit Transfer to New iration Plumber Owner IV. a of POWTS System: Check all that spin TC_ 2 try Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Press =hing in nd El Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit El Recirculating Sand Filter Cl Recirculating Synthetic Media Fil Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaVrreatment Area In rmation: g Design Flow (gpd) Design Soil A plication Rate(gpdsf) Dispersal Area Required Of) Disgers Area Proposed (sf) Sy, t m El VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel F•ber Plastic Gallons Gallons of Uni /--ier Concrete Constructed Glass New Existing Tanks Tads Septic or Holding Tank `L Aerobic Trestmeni Unit !� Dosing Chamber VH. Responsibility State — 1, the undersign urne responsibility for installation of the POWTS shown on the attached plans. P Name nt) Plumber' i MP/MPRS Number Business Phone Number Plumber's Address (Street, City, tate ` •p e) Coun /De artment Use Onl 9 Approved ❑ Di roved Sanitary Permit Fee eludes Groundwater Date Issued Issuin Agent Sigma (No Stamps) Surcharge Fee) ven Reason vial b IX. Conditions 013Mhi 3) �� O I C S ` � � eo, SYSTEM OWNER 1 Septic tank, effluent filter and t- C "r ( ��^ r� a U 0 C s S dispersal cell must all be serviced / maintained w t ��{, � ! ) as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances Attach complete plans (to the County only) for the system on paper not less than 812 x 11 inches in size SBD -6398 (R. 01/03) PLAT PLAN PROJECT Couhtry View Ridae LLC DDRESS P.O. Box 176 New Richmond Wi 54017 NE J/4 SE 1/4S 7 /T 30 /R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 6/12/06 BEDROOM 3 CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 26 IL BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark Well is to meet all SYSTEM ELEVATION 96.7/96.6 4.5' below grade Vent Ven setbacks required by \ WDNR Sta d Bi us A,-c- 3(o ' ALong Lea ber / with 25.0 ft2 of Area " 34" Grade at System Elevation Plans Designed Using Scale is 1" = 40' Conventional Powts unless otherwise Manual Version 2.0 noted 308' Property Line 125' Property ine 2 -3' X 65' Cells with >3' Spacing B -3 0% Slope B -2 Pro 3 0' ST 30' Bedroom House 50' 70' Bpi LB. . .( 20' Q 70' 307 Property Line 130/ PLAN PROJECT Country View Ridae LLC DDRESS P.O. Box 176 New Richmond Wi 54017 NE 1/4 SE 1 /4S 7 /T 18 W TOWN Richmond COUNTY ST.CROIX 6/12/06 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 Gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 650 # of chambers 26 BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter BEST Filter ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark SYSTEM ELEVATION 96.7/96.6 4.5' below qrade Well is to meet all Vent setbacks required by 3� I WDNR >6 „ Starr d Bio _ us S A� of Cover Leac ' ber with 25.0 ft2 of Area 5' Long 11 " Grade at System Elevation 34" Plans Designed Using Scale is 1" = 40' Conventional Powts unless otherwise Manual Version 2.0 noted 308' Property Line 125' Property Line 2 -3' X 65' Cells with >3' Spacing B -3 0% Slope Pro 3 O, ST 30 Bedroom House 7 50' 0' -1 B. 20' 70' 307' Property Line t Wisconsin Department of Commerce Epoint PORT Page of Division of Safety and Buildings A . in accordancComm , Wis. Adm. Code Count //_� r Attach complete site plan on paper not less than 8 112 ia��$ tY �� Cr �t X include, but not limited to: vertical and horizontal refer, direction and Parcel I.D. percent slope, scale or dim ensions, north arrow, and I 11S�Li�`�st road Please print all inform G OFFICE Review by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location e o ac 11 f i' �A e r�) ( Govt. Lot 1/4 • ' F 1/4 S T N R f g E (o W Propert is Mailing Addr �1 // L t # 81ock # Su Name or CSM# 0 j Sc o� / b (J.K. A. let 2(o p7 City / State Zip Code umber ❑ City '+ ❑ pi llage To Nearest Ro j 7 New Construction Use: esidential 1 Number of bedrooms J Code derived design flow rate 1D GPD ❑ Replacement ❑ Public or c / gm_m / ercial - Describe: Parent material `� / T� - 1 1 Xi Flood Plain elevation if applicable IV I o ft• General comments ' r and recommendations: y 5 ° "-' � CAt�� i Boring # /n/,� M � Boring pit Ground surface elev. � ft. Depth to limiting factor 0 in. Soil AppAication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 �/ L- Z Xn Boring # Boring t1 Pit Ground surface elev. 2— ft. Depth to limiting factor ui. Ap Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary D/fP in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#2 - z- lz�'� o .-s/ M A it rt Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mgll ,f ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 S C;o — �' 715 - 246 -4516 Property Owner _ Parcel ID # Page of a Boring # Boring l pit Ground surface eievl ft. Depth to limiting factor in Sal Appl ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 3/ 5( 2 rh r �" cs 2 .D S If it E Ong # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Ca Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Elf #1 'Eff#2 F-1 Boring # E] Boring Pit Boring Ground surface elev. ft. Depth to limiting factor m Sal 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 . ...................... ' Effluent #1 = BOD > 30 220 mg1L and TSS >30 < 150 mglL • Effluent #2 = BOD, < 30 mglL and TSS < 30 mg1L 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. sea4 QLWOOi Soil Test Plot Plan Project Name Country View Ridge LLC Shau it Address P.O. Box 176 New Richmond Wi 54017 M #226900 Lot 22,& Subdivision Country View Ridge Date 5/20/05 NE 1/4 SE 1/4S 7 T 30 N /R W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 96.7/96.6 *HRpSame as Benchmark AL Scale is 1" = 40' unless otherwise noted 308' Property Line 125' Property Line B -3 B -2 0% Slope 70' 50' B -1 L 10' M. 20' 307' Property Line 70' Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Dische into system is not exceed those required as per Comm. 83 ntingen y Plan - Opti or4ki . system fails, determine cause of failure, use alternate area and install new e rfin tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option#3. No adequate area is suitable for replacement area, and system elevation cannont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715- 246 -5148 Shaun Bird #226900 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNTERSHlP CERTIFICATION FORM Owner/Buyer e, a 0� I, E Mailin g Address Prop Address . y P � � Dep artment for new construction) (Verification required from Planning & Zoning Dep City/State Parcel Identification Number 0 7 ( . — (Z tY Z6 - m(-/6� qb J LEGAL DESCRIPTION / a l 2 `� 1 /4 .�� 1/ Sec. , T N R — Town of I Property Location , Lot # 0 Lk Y1 Subdivision Cerk`ffied Survey Map # , Volume { , Page.# Warranty Deed # / , Volume Page Spec house yes no Lot lines identifiabl ye no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 sys� maintenance responsibilities are specified in §Comm. 83-52(l) and in Chapter 12 - St. Croix Count Sanitary The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, Journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe amlare the owner(s) of the prop described above, by virtue of a warranty deed recorded in Register of Deeds Office. er le2l 0 SIGNATURE AP (S) ( DATE * * d may result in the sanitary permit being revoked by the Planning cod Zoning Department. * ** Any information that is misr Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) U 2656P 061 774312 STATE BAR OF WISCONSIN FORM 1 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Gerald A. Kieckhoefer, Jr. and David RECEIVED FOR RECORD J. Kieckhoefer Grantor, and Country View 09/14/2004 10:20AK Ridge, LLC Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EXW # the following described real estate in St. Croix County, State of Wisconsin (the "Property ") (if more space is needed, please attach addendum): REC FEE: 13.00 TRANS FEE: 1410.60 See attached Exhibit A COPY FEE: CC FEE: PAGES: 2 Recording Area Name and Return Address 26 -1025- 40-000 Together with all appurtenant rights, title and interests. 026 - 102430 -000: 026 - 102440 -000: 026- 1025 -30-0 Parcel Identification Number (PIN) This is not homestead property (is) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions and reservations, if any, of record. Dated this Z ryL day of _T 2004 * Gerald A. Kieckhoefer, Jr. * David J. KiLickhoefer * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Gerald A. Kieckhoefer, Jr. and David J. STATE OF ) Kieckhoefer ) ss. County ) authenticated thisU da of 'jej?4`l yw(XJ^" 2004 Personally came before me this _ _ day of the above clamed * Kristin Ogland TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Slats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Kristina Ogland, Estreen & Ogland 304 Locust Street, Hudson, WI 54016 Notary Public, State of My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) ) * Names of persons signing in any capacity must be typed or printed below their signature. Information Processionals Co.. Fond du Lac, WI STATE BAR OF WISCONSIN 800-655 -2021 WARRANTY DEED FORM No. 1 -1999 U 2656P 062 Exhibit A Located in part of the SE % of the NE' /., the NE , f the SE' /, the NW k of the SE +/ and the SW' /. of the NE' /, of Section 7, Township 30 North,Ran a 18 VV of St. Croix, State of Wisconsin described as follbws:l 9 est. Tdwn of Richmond, County Commencing at the East quarter comer of said Sects n 7, this also being the Point of Beginning; Thence S00 °37'1 0 "E along the East line of the SE 1 / of said Section 7 a distance of 880.99 Thence S89 "18'55"W ume 13 on the northerly line of a Ce ed Survey Map recorded in V feet; 3752 a distance of 610.00 feet; Thence 300 "37300"37'10"E on the westerly line of said Certified Page Map 428.42 feet (Record 428.50 feet); Thence S89 "118'S2"W along the south line of r N Survey % of SE % of said Section 7 a distance of 1146.36 feet Thence N00 0 33'53"W 1384.45 feet; Thence N88 °57'22 "E 1048.00 feet; Thence N51 °00'00 "E 25 .0 feet; Thence N88 0 22'35 "E 507.00 feet to a point on the East line of the NE'/ of said Section ; terminating. int Thence S00 "40'35 "E along $aid East' line of the NE % of said Section 7 a distance of 248. 0 feet to the Po of Beginning and there • r � �' s I J A + tu�ap w 4 (�86'8I9Z 3„Plf,8f.0 y SONb'7 09111�7c1Nn - -- ,6L'8 L9Z 3.,0 L,MO ,66'088 3 „0 L,L£.00S ,86 13��1� l�tsi. ---- ,CO'Z6L - - -- ��4nd lava o} ,Oi►.00S — i X00 s _ _ M„ OI,L£.00N - -- I O w _' I I g I Wou "03 N h I N o v O — —L -- p�j O O IcO �� O m I I z I .001 Nag W M J I o ,££ ,££ I "� O ` V 267.50' �'' Lf� o w Co �► o w I At'91► 3 o N r N � 00 o I I Z \ �£b,L�.SON P z r - v, 000 M z \ 1 \ cp N 00) \ \ ui o I \ ®1 \ ,9Z'S£ l ,£9'£Z t / .9'96 04 0 1.2 N NN , �� 'I W 3 ° g hg �- - -- 0'£*5 M.,50,8£. ION ui g•, .n .'� tK 0 _ g jet t �N cj - \ \\ W t it cq 00 o� N .. `A I H 8 \ \ \ \\ I, .. L ! I tD 00 .O I �\ Qs ♦ I^ Ii + d i M _ i, Lan CF VF Wisconsin Department of Commerce LUATION R ORT Page of Division of Safety and Buildings `^ in accordance Wks. S�drnDQde Coun r Attach complete site plan on paper not less than 8 1/2 x J poo) ry � � X include, but not limited to: vertical and horizontal referelM Parcel I.D. percent slope, �7 ( ' rcent slo scale or dimensions, north arrow, and loWst road. / Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 6 �-5 b Property Owner Property Location Govt. Lot iJ E 1!4 1/4 S T 3e) N R f g E (o W Property e s Mailing AddrKs d. Name or CSM# 7, v J L3c� JZ � 7 A . 4 2.5 City State ��u Zip Code ❑ C' ❑ � Ilage To Nearest Road '7� cZ New Construction Use: esidential /Number of bedrooms .� Code derived design flow rate SLR GPD ❑ Replacement ❑ Public or m -Describe: - _ - - - - -- -- Parent material Ti J Flood Plain eleva - n if applicable General and reoom nd ti p f ons:.51 Sie m- �v Ckx�� s6 � Boring s s Boring # Pit Ground surface elev. ft. Depth to limiting factor �/ U in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 -IL. r INI 1v -1),4 1 I V 1 0 n n ® Bori ng # Q Boring J 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/fP in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 I •Eff#2 l� /D V - r 5,/ 2►- ✓ r G S 2✓�-► -� -7 1 11 • Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 ` Effluent #2 = BOD < 30 mg/L and TSS < 30 n1 L CST Nam (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 5 �� — �'' 715 - 246 -4516 2,2- i3 Property Owner _ I ID # Page of ❑ Ong # Q Boring 3 / p j pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli cation Rate Horizon Depth Dominant Color Redox Description Texture Structure im, 5istence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *01#2 (� i t� 3�r_ MCA Z- 0 �,� f �l F -1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Etf#2 F Boring # ❑ ❑ Pit Boring Ground surface elev. ft. Depth to limiting factor in. ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eft#i 'Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 1150 mglL ' Effluent #2 = BOD < 30 mglL 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 -264 -8777. SBD4330 (8.600) N. R Soil Test Plot Pla PFoject Name Country View Ridge LLC S /Bird Address P.O. Box 176 # �X New Richmond Wi 54017 STM #226900 Lot 221B Subdivision Country View Ridge Date 5/20/05 NE 1/4 SE 1/4S 7 T 30 N /R W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron/Nail System Elevation 96.0/95.8 *HRPSame as Benchmark AL Scale is 1" = 40' unless otherwise noted 308' Property Line 0 ' 50' B -3 1% Slope 133' Property Line 13- 30' B -2 *B.M. 100.5' 80' 10 ' 99.5' 30' 307' Property Line