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HomeMy WebLinkAbout026-1163-02-000 o N O n N O 3 T n d r1 o o c o eo .c C J 3 W A� FF O Z+ Z Z u Z O b. O n 3 f ;u f!i O O 0. 0 I �� N `C O• 5L R CL a N ri A CD Z > > ( A 3 _� (D 0 N N C A .� O M. 0 2 1 N a 7 v 3 N S ° o > 7 0 0 O- A C O n 0 p CA N O a n o y C A m 3 o m y N c O to z D 3 F o v> A V y m co I d CD ED D v a m W a c a 3 a O `L' D I O N D �/ F ID Z v, oD CD o O c oZ o o c : n r to p 0 D o m y z 47 G rn rn m 0 0 0 1 z 0 0 0� I � �I o s' N o- T v v a CD v v v a o =r <D p in o =r 1D A in E c A I c eD o rr 3 0 l a CD z r z r Z z v ZO D y 0 =� D o o O o 5 m O N � CD m m m c�D c c� • CL m c /yam CD 41 N C N v a W y @ n J D o j A Z cD cn c j CL a ,a, z 0 0 a v T o W o CA (D (D 83 o �00 N CD w w m I a a - I I o c I m c o a o a N N I I I I I I I A I I � 0 I p a a o o w b CD CD v to E» 0 o gQ o g w a CD CD CD CL Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety'and Building ivision T , • INSPECTION REPORT Sanitary No 4 4 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: Oevering Homes Richmond, Town of 026- 1163 -02 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: 00 . b t tj U3 «.n,, - L • 25.30.18.1252 TANK INFORMATION ELEVATION DATA TYPE � /,,,,, MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 6 D , f 5 Io6 ,ig r QDfl 6D •o Dosing Alt. Aeration BI g. ewer Holm t Inlet Ob /co t t ut et t TANK SETBACK INFORMATION S 2 ' • I I TANK TO P/L WEL BLDG. V ent o Air Intake ROAD D Inl et S eptic r P Bottom > SO ` — Header/M A eration Dist. Pipe .35 9b•98' o mg o. bys /� w .29 .o ma ra a P /SIPHON INFORMATION ��TV J •9 3 r Manufact D emancl st c over G PM 'ps 33 bcv / °3•`f�� 1W3 Ip W I p�.l Z,ba �3 ��► i on LOSS systern meacl or emal eng f uia. 5 :0 - 2 a . F%r DIM 3 / 3 \ INFORMATION I J CHAMBER OR ype 01 Spiel 11. UNIT IVIVUVI .r. 34 3 I ( i Ars 349 t Lengt is Length Dia Spacing x Pressure Systems Only xx Mound Or At - Grade Systems Only Bed/Trench Center Bed /Trench Edges Topsoil i Yes No Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: Z Inspection #2: / Location: 1408 131st Avenue New Richmond, WI 54017 (SW 1/4 SW 1/4 25 T30N R18W) Hollow Pond Lot 2 Parcel No: 25.30.18.1252 1.) Alt BM Description = 5 T, \ SI -k° 5 "� 2.) Bldg sewer length = (g' 5 T. ce�.er c - �ou�.�a,Q � �eUZaeY - amount of cover = j8 f A �L\ +0 S' -- - - t Plan revision Required? I Yes No I � Use other side for additional informati n. / Iro. - date - - - - SBD -6710 (R.3/97) r I ivision County C i RM Ave., .O. Box 7162 l lb �S�D�Si�� Madison, WI 5370 - 7162 Sanitary Permit Number (to be filled in by Co.) ( 8 66 -315 $ / t Department of Commerce Sanitary Pe it A cation State Plan I.D Number In accord with Comm 83.21, Wis. A Cor$Tp �i�e� I pr A may be used for secondary rposes Privacy Law, s (1) Project Address (if different than mailing address) I. Application Information - Please Print All Information #- /�o-F / 3 Property Owner's Name Parcel # t # Block 4 Property Owner's Mailing Address Property Location lit.. U ., 1� (� %.y W % <, Section 0 City Zip Code Phone Number _/ c E ircl n /� / Z52. N; t� r W (. II. Type of Building (check all that a pp l y ) CSM N ber 6 r ;�; (! ivision ame 1 Subd or 2 Family Dwelling - Number of Bedrooms n ❑ Public /Commercial - Describe Use 1 Sv•� J V b11 , G ❑ State Owned - Describe Use 3 ` 3`� C-L e �� fd� ❑City_❑Villag ownship of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) - O Z - Q A. ew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System Y � ❑ Chan List Previous Permit Number and Date Issued B. ermit Renewal ermit Revision Chang of El Transfer to New Befo Expiration Plumber Owner IV. Type of POWTS System: Check all that apply) 1 p i t) Non - P ressuriz es ed In- Gro und ❑ Mound >_ 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized I and ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter eaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) J3 l V. Dis ersaVrreatment Area Informatt n: Design Flow (gpd) Design Soil Appl* cation Rate(gpdst) Dispersal Area Required (s Di persal Area Proposed (sf) System Elevation ; VI. Tank Info Capacity in Total Number Manufacturer Prefab Site eel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statem - I, the undersigned, to responsibility for installation of the POWTS shown on the attached plans. P17's Name (Print) Plumber's S' e MP/MPRS Number Business Phone Number J Plumber's Address (Street, City tate, Zip VIII. oun /De artment Use Onl pproved 1sapprov Sanitary Permit Fee (includes Groundwater Dat Issue Issui Agent Si atu o S s) Surcharge Fee) co O even Re or Denial / f � IX. Conditions of Approval/Reasons for Disapproval sYS,llt OWNER: 3 �J �fe >�6� . s.ptic tank, s�luent tNar and as PW rtglnagemerlt plan Provided by Plumber. �p T �6�( Mc��6 i $0. 2. AN salback requiremerlts must be msinAsMsd ale.- Ct� ✓ _ � able • 5 o as per applic cods / Wdinatloes• Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 inches in size SBD -6398 ( R. 01/03) �ctSe 1 � d , I 143 WWO M3TZya !"4741P 400 afqfa !?7n ±6Trf r < � : � > ;^ iiF 4n, 'r' d9:•. .r F ,�y�,� - �•`�`L} r RU.Uiir`�t+fl�1: i14 t 1C9:1rlf;f';• • " ,. �b9 4�4E;di % ,6 PLOT PLAN PROJECT Oeverinp Homes LLC ADDRESS 838 Summer Pines Circle Hudson Wi 54016 % SW 1/4 SW 1 /4s 25 / 0 N/R 18 W TOWN Richmond COUNTY ST. CROIX 4/16/06 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL )00( I - OUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 hL BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark Well is to meet all setbacks Y Plans Designed Using required b SYSTEM ELEVATION 94.5/94.8/95.1 5' below grade q WDNR Conventional Powts Manual Version 2.0 AL B.M. * AIt.B.M. 205' Property Line No 40' B - Scale = 1/4" = 10' Spacing 3 -3' X 83' cells with >3' S Vents p g � unless otherwise 80' B -1 noted No f 5% Slope Q� 10' 90' S 45' (' 3 I 10' B -225, 0' 5 B -4 ST 0 P � 20' Ve t ro 3 > 6» Stan a d B odiffuser House of Cover Leaching Cl amber with 3 t_ f Area i3 6' Long li lt �' w P y 34' Grade at System Elevation 131st. Ave PROJECT PLOT PLAN Oeverin Homes LLC ADDRESS 838 Summer Pines Circle Hudson Wi 54016 SW 1/4 SW 1 /4s 25 / 0 N 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 i 'l4. 4/16/06 3 DATE BEDROOM CONVENTIONAL )00( I - OUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambers 39 BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE 0 WELL *H. R. P. Same as Benchmark Well is to meet all setbacks required by Plans Designed Using SYSTEM ELEVATION 94.5/94.8/95.1 5 ' below grade WDNR Conventional Powts Manual Version 2.0 B.M. * AIt.B.M. 205' Property Line 40' B - Scale = 1/4" = 10' Spacing 3 -3' X 83' cells with >3' S Vents p g � unless otherwise 80' B -1 i noted 5% Slope B -3 10' 90' I 45' , 10 B -225 , 20' S B -4 ST 20' Vent Pro 3 Bedroom > 6» Standard Biodiffuser House Of Cover Leaching Chamber with 31.1 ft2 of Area 6' Long 11" 34" Grade at System Elevation 131st. Ave Wisconsin Department of Comme ,� �r .S (uy„$ORT Page of Division of Safety and Buildings J->1 ®� �E1 V in ee+l�RFis. Ra n tyS - f Attach complete site Ian on aper n Iaa#1� frus include, but not limited to: vertical and horizontal reference lrhdit�n dnd[ E)� aroet I.D. percent slope, scale or dimensions, north arrow, and locatice to nearest road. o Zb 02 -� C 12 S2 Please riot all informatio ROIX COUNTY Re 'ewed by Date P NING OFFICE Personal information you provide may be used for secondary purpow, s. 15 / Property Owner Property Location Govt. Lot _54,j 1 ,4s j /4 S ✓ T J 0 N R E (or Property Owner's Maili ddress Lot # I Block # I Subd Npme or CSM# City State Zip Code Phonafiumber ❑ City ❑ diage T Nearest Road New Construction Use. esidential J Number of bedrooms Code derived design flow rate �� GPD ❑ Replacement ❑ P c or commercial - Describe: - - - -- — -Y— j Parent material Flood Plain elevation if applicable ft. -- -- --— - - -- and recorn ndations: c J r".) f t F ng# Bori —�-- Pit Ground surface elev. _�_ _�_I ik 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 I 'Eff#2 Q Ong # ❑ �/ Boring �t,Q it Ground surface elev. �i+ � ` � ft. Depth to limiting factor A/P in. Soil A 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 Q -1 Z& 31z. 7— Aft S SAO 3 •s / Effluent #1 = BOO > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 �,� _ 715- 246 -4516 Property Owner _ Parcel ID # Page of ® Boring # E] Boring pit Ground surface elev. 9 9 1 ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 I 'Eff#2 G /. p 1 � n � Boring Boring # pit Ground surface elev..� ft. Depth to limiting factor y in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl= in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 '01#2 1 D�►Z - 1Z �— 5 / h� C - � � L7 Z Iz -3 Boring �/�� © Boring # Ground surface elev. , ft. Depth to limiting factor —!�= in. it Soil Application Rate . Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'E 2 26- 7 s ' �S s /� 1 1, 7 4 L Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg& and TSS 130 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. M -8330 (8.6100) Soil Test Plot Plan Project Name Ken Oevering Sh ird Address 838 Summer Pines Circle Hudson Wi 54016 TM #226900 Lot 2 Subdivision Hollow Pond Dat 10/25/05 S W 1/4 S W 1/4S 25 T 30 N /R W Township Richmond n Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 94.5/94.8/95.1 *HRpSameasBenchmark Al Benchmark T op o f 1i2" pipe @ 1 00.4' 205' Property Line B. * A1t.B.M. 9 ' 40' 10 ' loo° B- Scale = 1/4" = 1W unless otherwise 80' B -1 noted 5% Slope -3 YB-4 — 4 �f 90' 45' 10' B - 2 5 1 131 st. Ave IPA. ! MMEW•o� - OW - — - —� - I 1 R 390* 0 mss- moft L �f N8 9 0 5 0 5 ` 25 w i 20*0 M I , LOIr2 i ■ * ' 1, 51 WNW Lori Aff W A* a. o. " tan, og IL s/ * i i i OON 0 24AC -20 ........ � 2 51 4 34.4f IDST MWW25N 43&OIY l Parcel #: 026- 1163 -02 -000 04/18/2006 02:33 PM PAGE 1 OF 1 Alt. Parcel M 25.30.18.1252 026 - TOWN OF RICHMOND Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 05/07/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - OEVERING, KENNETH J KENNETH J OEVERING PO BOX 179 NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1408 131 STAVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.510 Plat: 10/03- HOLLOW POND 026/04 LOTS 1/16 SEC 25 T30N R18W PT SW SW BEING HOLLOW Block/Condo Bldg: LOT 02 POND ('04) LOT 2 (1.510AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 25- 30N -18W SW SW Notes: Parcel History: Date Doc # Vol /Page Type 10/29/2004 778370 2685/179 WD 05/07/2004 761870 10/03 PLAT 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/21/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.510 24,300 0 24,300 NO Totals for 2006: General Property 1.510 24,300 0 24,300 Woodland 0.000 0 0 Totals for 2005: General Property 1.510 24,300 0 24,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 s County ' ��, and s . �VED Lary Permit Number (to be filled in by CO-) �co ns�n 31:5 V CC 1 4 (P 3 210 StaLC Plan LD. Number De ertment of Commerce i1C . fin 1 6 2004 Sanitary Permit APP o ,,, � p mjeaAAd in scwrd with comm 83.21. Wrs. Adm CodePa Law, s oNi pFFI tV 7 y may be used for secondary p 5`r Aulafo�dpn i`fo8 ► 3 i - 1�rE, tinn - Ples�e Pri>� t3 L APPn�o'n orma pacrxl � I.ot ptvt>Ct'S Natna ptoQerry pwrre�s 1NailioS c �`� y� Bowan r c rw Zip Cock phone Number y�) City' Sam � T N: RUCs .cr S n N 7 of sunning (dux& an that a la2 � Y ID"U,S — poor of -� _Describe use ae Cry_ Viila Township O State owned - madbe Ufe n¢abk) W A Y otu boz A, Complete line B tf app 017 O>dtroadon so BatatinS lU+ 1y'pe Yer�� 0 ( � Tads R A. Naw System R System / L3st previoaa Permit Number and Data Issued of ' Permit m New permit Reviaion O wner p t Renewal pl c B. Pend t Before Baps IV. of PO41'TS C an that a 1 At -Grade sine Pas: Sand Mouod 224 in. of suitable soil Quad < in. of suitirble soil >� Said e ut-GrowA Tank Aerobic 7rteatmant [lnit ~ Ir3� t P Ira Ho15 Pi C jest Construetod Wedsnd Lim .Gavel lrteda Pllter Qnmber S � �+ . Iii sm>►ttan: 3 o {� Drsperd Cf � a On' V. DcdV HOW (=pd) soil �, �� ^ Prey Siti Steal y `— ® ' � Contracted Number ry TO VL Task Info (3s>iorrs Gallons of Units A 60 '� tQaw �� Tan>u Tanta Safe ar ttoldaB Trot �ebieTtQtmesrUai st>o"4 � me attaehad Dosiss Chamber ill for lott�edoa 111:1111111 the $ pbm Nucnber� VII• Statement j. the MP/MPRS Numbu ✓ /' r / i" Pl a (print) Plumber f C / plurabela Address (Scree. efty. State. t Da Use permit Fee ado te issued � �� Std) ' Sorchatge Foe) � r ROOM �P C EL Conditions !! �,,, cQ9oc SYSTEM OWNER l — � � s � 1 Septic tank, effluent filter d `Cfa`S dispersal cell must all be serviced) maintained Ian y plumber. manag ement per provided o� as P 9 mans 0 - , P P b 0. 2. All setback requirements must be maintainedv� iS as per applicable code /ordinances. � 0. r 11 WWI ioai iar the "me OR Pa et V Attu (totheCoup osly) a.C.0 r Cjgt 'CI S v • - 1 L b .;0 �" C , sus �ooAA.1— PLOT 4,T PROJECT Oeverina'Homes L.L.C. AD mmer Pines Circle Hudson Wi 54016 SW 1 t4 SW 1 /4S 25 /T 30 N/R ' WN Richmond - COUNTY ST. CROIX 12/17/04 BEDROOM 3 MPRS Shaun Bird 226900 DATE CONVENTIONAL XXX IN- GROUND P SSURE CONVENTIONAL LIFT HOLDING TAN MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSF ANK SIZE HOLDING TANK SIZE LOAD RATE .2 ABSORPTION AREA 2363 # of�fvhambers }3 BENCHMAR V.R.P. Top of Iron Pipe ASSUME ELEVATION 00' Filter Zabel A -100 ❑ BOREHOLE WELL * H, R, P, Same as Benchmark" B.M. SYSTEM ELEVATION 10�.A 00.7/100.4/100.1 120' operty Line 4 -3 X 119' Cells with >3' cing 38`" Well is to meet all setbacks required by WDNR Vents B -2'' Plans Designed Using 4% Slope .; "` �� Conventional Powts Manual Version 2.0 128' Please note: Soil conditions f�'fs will be field verified to 1 4' determine if a inground B -1 system is suitable! / B -3 10' ST 1 ' Property Line Pro 3 Bedroom House Vent > 611 Standard Biodiffuser of Cover Leaching Chamber with 3 1. 1 ft2 of Area 6' Long 11 " Pro Town Road 3 411 Grade at System Elevation • . LOT P PROJECT' Oeverina Homed L.L.C. ADD S 838 mmer Pines Circle Hudson 54016 SW 114 SW 1 /4S 25 /T 30 : N/R TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 12/17/04 BEDROOM 3 CONVENTIONAL )= IN- GROUND P SSURE CONVENTIONAL LIFT HOLDING TANK 1000 gallons LIFT TANK SIZE DOSE T#P& SIZE MOUND SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE .2 ABSORPTION AREA 2363 # of chtimbers }3 wAti;, BENCHMARK V.R. Top of Iron Pipe ASSUME ELEVATION 1Ab' Filter ZabelA -100 � ❑BOREHOLE O • *g,R,p, Same as Benchmark BM. * SYSTEM ELEVATION 101A 00.7/100.4/100.1 N r �Property Line Well is to meet all 4-3' X 119' Cells with >3' Spaci 8 N > °' setbacks required by Vents B -2 WDNR Plans Designed Using ' Conventional Powts 4% Slope Manual Version 2.0 a , 128, �,° Please note: Soil conditions will be field verified to 4' determine if a inground system is suitable! i . B-1 60' / B -3 10' ST 15' Property Line Pro 3 Bedroom House Vent ALo Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area OP 11 " O Grade at System Elevation Pro Town Road 3 4 91 i __ v ST. CROIX COUNTY WISCONSIN �' '� _ .. ' ` ZONING DEPARTMENT ' N N M ■ _ Natoli ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road rAA , Hudson, WI 54016 -7710 Phone: 715 386 -4680 Fax 715 386 -468 -�D 0,0� d e� e m o t o F I e �- From: Pam Quinn Date: 7/21/2004 Re: On -Site Soil Report Verification for Lot 12 Hollow Pond Subdivision (SW % SW '/4 Sec 25 Town of Richmond) On July 9, 2004 a site visit was conducted to evaluate soil conditions reported for Lot 12, 13 & 15 within this new subdivision. After making observations in test pits and subsequent review of all soil reports submitted for lots in Hollow Pond, it appears that the recommendations for installation of pressurized conventional (in- ground) systems may not be feasible. The weather was sunny, temperature in the 70's, with good light conditions for color determination and no precipitation for >24 hours. A sanitary permit was issued for this lot and excavation for the foundation had exposed soils that caused concern for installation of a conventional system. Test pits on lot 12 had been excavated at the approximate locations of B2 & B3 on the original soil report. At B3, the soil profile was similar to that reported, but redoximorphic features (iron deposits and high chroma concentrations) were observed at the irregular boundary between a sandy loam horizon and fine sands below, at approx. 60 inches. The fine sand horizon from 60 — 88" appears to be weathered sandstone, with extensive iron deposits throughout (2.5 YR 7/8) in a matrix of 10 YR 8/2. Bands of 7/5 YR 4/6 sandy loam were observed starting 6" below the textural change. A test pit near B2 showed massive sandy loam transitioning to fine sands at < 48 ", again with redox features along the textural change and much higher concentration of iron staining in the fine sands. Redox features at less than 48" would limit installation of a pressurized in- ground system to less than 12 inches below grade. This would place the system on Lot 12 in silty clay loam soils with an application rate of 0.2 gpd/ft Recommendations for "pressurized conventional systems" would require a minimum of 2250 ft for a 3- bedroom house, 3000 ft for a 4- bedroom system. Due to Dept. of Commerce code changes, effective as of 2/1/04, massive sandy loams now have a soil application rate of 0.2 gpd/ft On many lots these soils were encountered in a third horizon at depths of less than 24 inches from the surface. Pressurized pipe, not a dosed system using leaching chambers, would be needed to achieve even distribution of wastewater throughout I . y these soils. Costs for design and installation of an in- ground pressurized system should be compared to a traditional mound system, the latter having the option of being reconstructed if a failure occurs. The existing tested areas for all lots within Hollow Pond are not large enough for installation of a 3,000 square foot system and another equal area for replacement. Additional soil evaluations will be required and the replacement areas will have to be preserved from any construction activity for sites proposing to use this POWTS option. Mound systems for lots in Hollow Pond would require designs with lower loading rates where soils exhibit platy structure in the upper horizons and/or have <0.3 soil application rates within 12 inches of the surface. These long, narrow systems would, however, fit within the existing tested areas provided on the original soil reports. Sanitary permit applications for conventional POWTS will not be approved for these lots based upon this on -site determination unless the following items are included: 1. Additional soil test pits have been evaluated to provide both primary and future replacement areas. 2. Documentation that redox features are >36" below any proposed system elevation. 3. The soil application rate used for sizing the system extends a minimum of 6 inches below the proposed system elevation. For example, if the system is 18 inches deep and a massive sandy loam begins at 19 ", a soil application rate of 0.2 gpd/ft would be required for sizing the system. Cc: Greg Peterson, Subdivision Developer Oevering Builders, owner Leroy Jansky, Regional Wastewater Specialist Tom Nelson, CST #227387 Wsconsin Department ofCom a RE b IL VALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm $5, Wis. Adm. Code c Q � n rl n County St. Croix Attach complete site plan on pap r not I n 1 xi `fi es irk` size. Plan must include, but not limited to: vertical nd horizontal reference point (BN, direction and Parcel I.D. percent slope, scale or dimension , nort�grrgg(wd lddilitbii ind di anee to nearest road. Plea3e n viewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (1) (m)). • (f) Property Owner Property Location Greg Peterson Govt. Lot SW 1/4 SW 1/4 S 25 T 30 N R 18 E(r® Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1611 Hwy 10 2 Hollow Pond City State Tip Code Phone Number llage ■ Town Nearest Road Spring Lake Park I MN 1 55432 1 ( 7¢3- 780 -4996 140th Street New Construction Use[H] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Replacement Public or commercial - Describe: Parent material Loess over glacial till Flood Plain elevation if applicable ft. General comments Th e are massive soils with the need for e c r . �l installation techniques of the system being used by the and recommendations: stalling co c or. recommendation would also a to consider a pressurized system here the effluent can E+ V be dose ove a entire distribution area. Not require , u recomm nde _ + �s This site is suitable for a below grade conventional system. �1` k rf / 0 Boring F T] El Boring # Pit Ground s&Lface elev. 104.32 ft. Depth to limiting factor >86 in. 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 'Eff#2 1 0 -10 10yr2 /1 sil 2msbk mfr aw 2f .5 .8 2 10 -18 7.5 4/4 - scl lmsbk mfr cw if 2 3 3 1 -36 7.5yr4/6 A lmsbk mfr cw if .4. 6J 4 36- 7.5yr4/6 sc1 __ _I mfr cw - 2 3��Y 5 78 -86 7.5yr6/6 sl Om mfl - - f) •5 G au- a Boring # ® Pit Boring 101.23 >86 ' Ground surface elev. ft. Depth to limiting factor in. So(I I(cabon 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 'Eff#2 1 0 -12 10yr2 /1 sit 2msbk mfr aw 2f .5 .8 2 12"20 7.5 4/4 scl lmsbk mfr cw if 2 .3 3 20-48 7.5yr4/6 - sl mfr cw _ .4 .6 4 48 -86 7.5yr4/6 - sl Orn mfi _ •5 ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L _ ,� CST Name (Please Print) Signature ° "" CST Number Thomas C Nelson ✓' — --1 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 7/3/03 715- 246 -2454 ` ECEIVED • PRELIMINARY PLA' ' A CC O � 2 8 2003 Located in port of the Southwest 114 of ST. North, Range 18 West, Town of ZO RO1X COUNTY rw�`zs o�1a KING OFFICE (£stWkhed from 17es) w -- - - - -j� _CT 2 i ER I• SLR RICHMOND -IL MAP, f G 39_CO l 0 °T LOT is - -- - I NB '55',25 "E 1315,51' I 2qs' zos Sot zds �I , E08Nnon,J J II I �I - - / . NET BUILDABLE AREAS: ~ HK-1017.0' ' _ .. - LOT 1 85.803 sq. ft. JI 1.51 acres z l LOT 1 OT --LOT 3 LOT 4`• LOT 2 s8, 139 sq. ft. �'qq " sq ft ; '•78,540 s . ft 6 603 s ft 65, 603 Tt. q 1.. q !b LO 1,33 acres 1 $ 89 acres i 8 acres, 1.51 r 1. 0 es ®, I � ' 1.51 "acres oc es \ , , �`� 53,087 eq. ft. I�' ..... .., ? B. �. =1021. LOT 3 �5, r .97 25� 1.2z acme � . 0 � =10 • � .. ,I L.B 2J 0` �� LOT 4 76,540 sq ft I I I \�\ 2. 1.80 acres -` .,i •I,...', f ➢ „- 97,252 s ft. i LOT 5 2.23 acres - - 205' -- - - 705' P4 q \ l ) f 61,923 sq. ft LOT 6 1.88 acres 1; - P191�1A10I�D - ITT- AVP7►K,l� -iR ,o�,:. Rt �r LOT 7 128,029 sq. ft. N 220'- 5 . , C••6y 2.94 acres r` a r -715', F - 12' Utility LOT 6 T 7i•: ` t' ` 90,388 sq. ft, 2.07 acres h Easement \ i I (,\ ti LOT 9 89,418 sq. ft. 2.05 acres N) �. . ,.��. .p, .... LOT 10 81,288 sq, ft. 0 t MA 1.81 acne NURE, °Il LOT 11 91,632 sq. ft. I I ! I� 1. AREA ) 2.10 acres x : 1 ,I (SEE N - E) LOT 12 77,189 sq, ft. 01 yl LOT 11 _ -T '; _ �, LOT 8 1.77 acne of I LOT 10 "` ;�J02, #62 sq. it. iJ LOT 13 78.883 84 ft, Q � ,. 91,631` sq. ft. 81,266 . ft. `LOT 9 '`235 acres 1 s 89, 416 sq. ft .77 DaresI 2 10; acres q 1..87 acres 2.OS acres _.' ,� • B. 0. =1033.0 , LOT 14 255 ocroet. Owi ' I I ,, ; Shoo v see to S„ - be Ror a , LOT 15 62.292 sq. ft, QI . aRAiN , _. 1.43 acres _I u1 I IN �, �' L07 16 85 al M 401 sq. ft. ZI ;I ',y' 3n�N £)'ondiny , 1.50 acres '15, fB7 H pJl• 6 215' I I LOT 12 LOT NAVILA3_E f (' LOT 14 HWL+ 0:9.0' wE* ANa I"1 77,199 sq. ft. N 76, 883 sq. ft, L F _ J '' (, H ' 136,3j# s ft. 1 7� acres 1.77 acres I x .3 13 acres 6 y ,,.„ .,1 ,p0.= 10330' rl _ SEPTI 27 41� C - - -- - -$89'43'24 "W' - , t 13 --1322.24' -- 1 - - - - - _ _ _ _ _ _ _ APPROVING AUTHORITY _ ' - "�Cro•ren':n « -- _ _, _ _ - _ - - - _ _ --- TOWN OF RICHMOND �' - gnt- cr - un, C>7•• oJaw r. - _S89VJN'W 21844148'- - ST. CROIX COUNTY southwest Gbmer Z�IG: Secthm 25 -10-18 J LATTEG LAND$ PLATTED AREA IS ZONED: AG -RES (found 71W rebar) - Ij _ _ _ _ _ - - CURRENT USE: AG -RES ADJOINING LANDS ZONED: AG -RES CURRENT USE: AG -RES AREAS: TOTAL AREA OF LAND TO BE PLATTED: 1,543,552 S0, FT. I hereby ae/i 35.44 ACRES direr! super MINIMUM LOT SIZE REQUIRED: 55,340 SD. FT., 1.51) ACRES NOTE: The parcels shown on this map are sub)sat to State. County and Township knowledge or AVERAGE LOT SIZE: 87,453 SQ. FT., 2.01 ACRES laws• rules and regulations ( Le. wetlands, minimum lot size, access to portal. the laws of THIS ADDITION WILL CONTAIN 15 LOTS eta.). Before purchasing or developing any parcel, contact the St. Croix County PROPOSED TOTAL LENGTH OF TOWN ROAD: 731 L.F. Zoning Office and the appropriate Town Board for advice. R.O.W. DEDICATED TO THE PUBLIC: 142.705 SO. FT., 3.28 ACRES TY DODGE, R I � Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. installed m 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being order to extend the maintenance interval of the filter. is the inspections pipes s at the ends of 3. Once every 3 years ce lls are to be inspected v p , the cells. discharge into the system. 4.Owner agrees to limit greases, garbage, and water conditioner 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. r Comm. 83 8. Discharge into system is not exceed those required as pe Contingency Plan. Optio n #1. If system fails, determine cause of failure, use c, ` emate arrod and install new _ sted replacement area. iomat, p bars removing b ing chambers, tam a t a lower elevation, by remov Sanins Fall Install Is system e w system. Option#3. No adequate area is suitable for replacement area, and system elevation can nont be lowered. Install holding tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715 -246 -4 St. Croix County Zoning 715-386 -4680 Pumper Tom Mondor 71 5- 246 -5148 Shaun Bird #226900 FROM :O�VERING HOMES LLC FAX NO. :7155311262 Dec. 15 2004 09:22PM Pi &T CSLOIX COUNTY G ACrRE .Svnc � oil �•►TIQN F . OWI�EAS 1106 or IIII or I II' , Nlail�$ A,d"$ �or►structiott) Dot for now p �,� y A ddrrss �0 re4� � Ply N,=b � Parcel xdc�ti$c on rlri�ss�ta � T LO T Prop Town Of Login V... See" .�' ' page # -----� SubdivWOP Voles cer dw surVey hop # e `� �� page # >- � , Values WsrrsnfY Deed # Lot U,,,= ideati5abla� Y� a no C3 s0 ,,.ML PYOpa Wa 0° $p� j�Qttae sy�em b7��'tie alhat 7i °e be qMa asa �� or sooao= ryster- a t�patr m axe�y tip �a„�e is fire by m a and W ao om . as a U alsissa ersfi5 � wsWrdispoest� ca nsisa �.°f *0 s tat�c s� Zeaims Va It that(i)*C , tbso 1/3 ad aladie• can a1 �'so 00 I to St. ar ayceaKd catt+rY)• et►a scp tsar ?1ra Z p1urdrac. tr e eco a" P�'pd tub dim sy� masatQ +� • a�p' sedlvs (2)'� a" awe t° the Pt's state of °°.ca" WiWA 30 is Psi ve � Ow a bove � mo d es n m do SL' �` Comm otdts6 is Mt by � m , ansn meet be �� / , d Ot s+sti Est your r � sty daft. VATS days opLtClRNr tea. (mil oar (s) of Stc3Nh bat of ley (our) WW oa tb; toter a:c ttue m `�1A lo� of Deeds 04, 3 (wit, �' iW au f a . deed tbs ptopenY d ud above, by VRW DA Zoa�6 �°( sasss. SICxN�+'X'�g OF APIPtaC.AI�1'� t�Y uesult +e the �'� lit bGM 19"W4 by *0 tbat is �'� Beds AW .s.!ts. �'+aY aao war mnw dead ft u Mau i *it d� ss � Witb this appuealloti: a st as edtifted sur►ey PAP e6S =ZQ 40 9t �aQ 1•d FROM :OEVERING HOMES LLC FAX NO. :7155311282 Dec. 14 2004 10:14PM P11 r r �I r it w „.A 7 A -- ---- - - - - -- ..�. ' i N • 1710'17 slow a +r qa N n i !pp - • q w CC r�iwr�AN r . ..------------ - - - - -- -- -... -- N Or r =I N A 14 FAX NO. :7155311282 Dec. 14 2094 10:14PM P12 FROM :OEVERING HOMES LLC - - - -- - - -- ! i N Ill i - -- . —.— - - —• —•_ r 771 s 77837 STATE BAR OF WISCONSIN FORM 1 —1998 KATHLEEN ,H. WALSH WARRANTY DEED REGIS'='OF DEEDS ST CROI%:CO.. Document Number RECEIVED FOR RECORD This Deed, made between Silver Lake Land. LLC. a Corporation 10/29/2004 ` 08s25AK Grantor, and Kenneth J. Oeverino. sIP . _ Grantee. WARRANTY -DEED E ED Grantor, for a valuable consideration conveys to Grantee the following described real estate In St. Croix County State of Wisconsin (the "Property"): REC FEE: 11.00 t U1�p COPS t r 1272.00 PAGES e t 1 Recordina Area Name and Return Address "urn ct Title (r Franca Ave. S. Fir,t ll„i•r MN 55435 026 1073 50 001 Parcel Identfffcatim Number (PIN) This Is not homestead property. (Is) (is not) Lots 1 through 11, Hollow Pond Addition, Town of Richmond, St. Croix County, Wisconsin. Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except ]r Dated this 2 day of October 2004 (SEAL) (SEAL) Gregory J. Peterson, PresldenT- --_ Silver Lake Land, LLC (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, } authenticated thiV EN ATZ I N as. A St. Croix County Personally came before me this C."?) �, day of STATE OF WISCONSIN October Z.QQ,g the above named Oreaory J. Peterson as President of Sliver Lake Land 4 n ' to me known to be TITLE: MEMBER STATE BAR OF WISCONSIN the person who executed the foregoing Instrument (if not, and ackn edge a same. authorized by §706.06, Wis. Stats) �' —'� �__•_ THIS INSTRUMENT WAS DRAFTED BY * ^np� Coldweil Banker Bumet Notary Public, State j6f Wisconsin 1301 Coulee Road Hudson, WI 54016 My commission Is permanent. (if not state expiration date: (Sigma 5 (Signatures may be authenticated or acknowledged. Both are not necessary.) " Names of Persons signing in any capacity must be typed or erinted below their signature . Locoted in port of the Southwest 114 of the Southwest 114 of Section, 25, Townsh�v 30 North, Range 18 tt)Est. Town of Rkhmond. St CrOk County. W SC017= West 114 taw.► LOT 2 i 1 CER IEp SURVEY ( RICtiMONDH ILLS MAP_NVOLUME 14, ( LOT 14 I - PAGE 3_900 LOT 15 011 I ! N89'55'25'E 1315.51' zow weea 285.38' 01 205.01 t1/4I �• � 1282.51' - OI JI � 1 133�Or 0191 IN CA I t tins K«a I�1 I - lono' wl L4T 1 L51 oas `.o�e�r LOT s in w.wt: aiS* � tool) 0_1 4 Lsl,ves - ° L �Q -raz► o' y 82J79 sq lz LOT4 tih - - - - -- ..- „ 102L o 7$SIO�s. � ..._- - ... ... .............. ...............' .-•� LOr5 w �" � rQ�srn sp. n z 242 acres L.aa- 1024.0' J I 1 0 24.40' •tea zt! > 1 1 —tea•- — - 205.01 -,-, I� .•�2se � r 434.42' - AbHK+E '�y _'-- 2U f Si'�25� 435AW = CI1 b \� 04 — 2}yp' — 219.99'- N87"OS $1 f` R Sbl+ � I g l in m o • h . . . ......... •- •'•... .. •• F r`I L�1 0 � o ° .r .W . 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