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HomeMy WebLinkAbout038-1038-10-200 } 0 o (k 2 % m rr 0 ƒ £ / & 2 \ / 8 * , ! ® e - 0-4 ± \ \ / / q / ƒ § i : $ CO o 8 2 2 @ N ¥ E \ : (� .% §% E E c c a / ®>¥ ¢ UD m x 3 f se CD § »24 k } § 2 E � � \ 0 0 0 ( rr 2 = § § § 0 / A 5 @ CA CO) , 0 ~ > { / { 7 E 7 \ \ 2 2 I� CD & ■ w t Z ° 2 @ 2 = 0 >%0 - % § / / k / e f , 7 f 7 / x � { E ¥ � 9 g w T § � © . 0 / $ R 2 { � !R 0 > § / ]\00 � / . = P� §Ea\ c §�\R- :i n = (D g2mk 0520, =m 0 a=z o ma0W, 3 a C,:, 0E- E( ■ ' \Eo§ 2 a 1 e , /g }�3 \ � O carEa \ / \/0 CD & ! \ 2 0 K CD § \ f 0 $ 8� )) Parcel #: 038 - 1038 -10 -200 05/10/2005 03:16 PM PAGE IOF1 Alt. Parcel #: 9.31.18.160A -20 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * ORF, DANIEL T DANIEL T ORF 780 132ND AVE HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2274 CTY RD CC SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 2.269 Plat: 1728 -CSM 17 -4547 038/03 SEC 9 T31 N RI 8W PT NE NE CSM 17 -4547 LOT Block/Condo Bldg: LOT 02 2 (2.269AC) Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 31N -18W NE NE Notes: Parcel History: Date Doc # Vol /Page Type 04/28/2004 760912 2559/164 WD 06/23/2003 726988 17/4547 CSM 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/13/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.269 33,300 0 33,300 NO Totals for 2005: General Property 2.269 33,300 0 33,300 Woodland 0.000 0 0 Totals for 2004: General Property 2.269 33,300 0 33,300 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 ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Pa e f DiWsion of,Safety and BuDdings a C ,r In accordance w poffimi8, . w Code (l � County Attach complete site plan on paper not less than 81q* �1,�ifiches size. PI u include, but not limited to: vertical and horizontal rejere05 e'' nt ction Parcel I.D. percent slope, scale or dimensions, north arrow, andtedation to nea �d�d. Please print all infbi don. t l� �-- R e Date Personal information you provide may be used for seCa(dm lbourpoploOrive 15.04 Property Owner '•��� GO Ut� �0@e rViQp1a 1/ 1/4 S T N R,g�' E Property Owner's Mailing Address lock # Subd. Name o CSM# A 91- 7 / Ci to Zip Code Phone Number ❑ Village JaT wn Nearest Road FNew ConstruUser Residential /Number of bedrooms Code derived design flow rate �� GPD ❑ ep Acttic ❑ P ublic or commercial - Describe: Parent material i ��,,r� r ..--� Flood Plain elevation If applicable %/ _ ft. General comments and recommendations: T - - o�- Boring # [3 Boring vv IZ � © Pit Ground surface el = ev. 7 ft. Depth to limiting factor , 4j — 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 ® ' r J4/ if ®Boring # ❑Boring , � pit Ground surface elev. ft. Depth to limiting facto In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munseil Qu. Sz. Cont.: Color Gr. Sz. Sh. •Eff #1 •Eff#2 a *414 - Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = SOD, < 30 mg/L and TSS < 30 mg/L CST (Please Prin _ Sf natte CST Number Aftegs Date Evaluation Conducted Telephone Number .y Property Owner �� OP-1 —e4:� Parcel ID # Page of Boring # ❑Boring 1 ,� pit Ground surface elev. ft. Depth to limiting facte' 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 I / Boring # ❑ Boring 5d .T Pit Ground surface elev. yf J ft. Depth to miting facto ,n. 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 ZjL g Boring Z Boring # Pit Ground surface elev. ft. Depth to limiting factor ; 7,y 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. •Etf#1 •Eff#2 rt.3 K 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. seassso (A.6Po0) I Property Owner ��-i*117 ��4:: Parcel ID # Page of Boring # ❑ Boring pit Ground surface eiev. 2 ft. Depth to limiting factc%'r - 6_ In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f1 In. Munsell Qu. Sz. Cont. Color Gr. Sz: Sh. •Eff#1 'Eff#2 Boring # ❑ Boring Pit Ground surface elev. J ft. Depth tairmitfing factor 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 .- © Boring # I ❑� Boring y � � uy Pit Ground surface elev. ft. Depth to limiting factor z�v _ 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 El I • Effluent #1 = BOD > 30 < 220 mg1L 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. SBD4330 (IL6foo) r Soil Test Plot Plan Project Name Susan Meeds Byron BI d Jr. Address 1077 Cty Rd H r New Richmond Wi. 54017 CSTM 1220527 Lot 2 Subdivision -------- Date 10/1 NE 1 /4NE 1/45 T 3 1 N /R W Township Prairie Boring Q Well PL Property Line County S T. CROIX ,BM or VRP Assume Elevation 100 ft.nail in little Elm Tree System Elevation 93.5 H.R.P. same as Alt. B M Alt BM tpo of PL pipe Elv 100'# Alt. BM# 13 k 5 ' B1 PL 398' PL 55' Pri. A. B2 low Area 35 4 55' B3P Rep A. Low Area 70' B5 n Ch O g 'a n T' p ^• m o M it p M 3 3 iU _ � O tog T` 7 z ° c�ii O N m ° w • s d N o ? m 4 ► o m f0 C G 0 N -4 0 � 00 n> p 7 v m 'a O O c \ !: O ° N 3 ca N U) z D a �v m �n D N a = 7 W C 3 d C O O O 3 = co v, I �o CL O z �+ O A A j to !* C H 3 d 000 r c o N z a c N to 0 Ina- Ivvo; 3 N N r1mi ' N v G �• m fV ID v Cn C 3 a , z o c IA z Bi :3 O y 7o t7 j m m m ID N p N C 7 7. CD W 7 m 0� N a CL CD 7 3 z < m to (a Z N 3 c _ 7 m & n m a z CO a oow m, CD 0. z to N I A °o j Z CD ! m 00 y z j m w F CA Ch I O D cr <m? a 3 - '0 O mvNR c z o �om3o� o 3 giamma - p dmIn 3�• o� C m m y�moCD ry 7 . O. 7 3 `v o nm 7 O cn ='• N o VJ o a _ -• 7 7 < N �D N N m a O ? 7 p o a O C Q O N 7 7 ;r =r V 7 2 r o S P m C O A m j ti v C A � I m I Q < I ~ O ti r ' oil Test and SystemPLOT PLAN PROJWT Dan Orf ADDRESS 780 132 Ave Hudson Wi 54016 NE 1/4 NE 1 /4S 9 /T N/R 1P W TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 9 BEDROOM 3 CONVENTIONAL )00C IN -GRO D 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 1617 # of chambers 52 kk BENCHMARK V.R.P. Top of p.l. stake ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. SameasBenchmark SYSTEM ELEVATION 90.7/90.6/90.5 /90.3 6' below grade 200' Property Line /j , M. Plans Designed Using << Alt. B. _ Y S is top of Conventional Powts f Manual Version 2.0 -- �,_- n p.l. pipe Rte. .� @ 100.0' Well is to meet all RFG1 130 setbacks required by WDNR s�v 2 ® 20 Pro 3 90' Bedroom "rO�X "Ou, House ON1NG �r Vent ALong Standard Biodiffuser 10' Leaching Chamber 4 -3' X 83' Cells with 31.1 ft2 of Area B -2 ST with >3' Spacing 1 10' Grade at System Elevation 35' 3 4 B -4 30' lease note: system was oversized due to the 25 presence of massive sl in the 3rd horizon, 70 ' also system was lowered 3' due to the pressence of weak sicl in the 2nd horizon so B -3 system was installed below this layer. B -5 40' -1 New Vents Cty Rd CC 70' 398' Replacement area is Property ridge directly east of Line -2 New current system Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, 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 not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re ' wed by Date JJJ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owne Property Location O Govt. Lot/ 114 114 S T N R E( W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# I _I lea City State Zip Code Phone Number ❑City ❑Village _Town eare it Zee S PI New Construction U Residential / Number of bedrooms flow r e �+ GPD ❑ Replacement Public or commercial - Describe: Parent material t Flood Plain elevation if a General comments r 5 E ° G r Z� U and recommendations: �ys� �l . Cf.UIX �C�Uiv1` 8oting # nt . ' � 2 "A /a S I El -- it Ground surface elev. f Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff? in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Boring # Boring 99 A pit Ground surface elev / n q ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Xd Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 nvA 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 54017 715 - 246 -4516 i Property Owner _ Parcel ID # Page of Boring # F-1 ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli cation 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 T- F1 Boring # E] E] ❑ 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 •Eff#2 F-1 Boring # ❑Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil 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 Effluent #1 = BOD, > 30.< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, 130 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. SBD -8330 (RAW) 0 CO) p !' 3 - 0 n tz M r— o Lo� O A C) a V (D d rA _ '! a r. Z Z O A 0 (n 0 0 q p• O tll O W ?• 41 7 F�1 J a m y rn R co � CD CD p o D N CL m (A o o O 5i r n p cn z D A a ° co' D _ CA N o 0 o No° n r Z to A o Q �. I o �y ll� ,� il 0 0 00 C °Y vy 0o v S S a 3 y ch CO) N D : 7 V C z M a 7 ( D ° O 0 U1 N S C q f C � N N ° a CD m N r I -� A �l/ N a d i A z 7 Z -1 c0 W m Z / z m 00 3 I � F A / w j CL D 0 0. m c z a .0104- ° w O r„ o a $° CD Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Cr oix Safety and B;ailding Division INSPECTION REPORT Sanitary Permit No: 453167 0 GENERAL INFORMATION (ATTAC � TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Towns Parcel Tax No: Orf, Dan I Star Prairie ' wnshi CST BM Elev: t Insp. BM Elev: / I BM Description: Section/Town /Range /Map No: I btu . o C ST At+ , 1 w� 09.31.18.160A20 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 14 A Dosing Alt. BM O oZ • !�1 Aeration Bldg. Sewer l. � Holding St/Ht Inlet 92 , 70' S Outlet TANK SETBACK INFORMATION Z, ZD 92 . 3o TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic ( Dt Bottom Dosing Header /Man. Aeration Dist. Pipe ' Holding Bol- System ) O r \ � PUMP /SIPHON INFORMATION Final Grade &2 "$ Manufacturer nd St gover GPM Model Number 04Aa TDH Lift F ion Los System Head Ft Forcemain ength Dia. Dist. to Well SOILeAks ORPTION SYSTEM 57_ RENC Width Len th No. ren s PIT DIMENSIONS No. Of Pit Inside Dia. Liquid Depth DIM g��Z� ' �• 4 SETBACK SYSTEM TO G• P/L [BLD6 qO LL LAKE /STREAM LEACHING Mankkcturer INFORMATION T e S stem: CHAMBER OR t01 yp � UNIT Model Number: I' O �� (*) DISTRIBUTI N SYSTEM +.,1111�A Header /Manifol , Distribution x Hole ze x Hole Spacing Vent to Air Intake Pipe s) Length is Leng 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 WT l . Mulched BedlTrench Center Bedfrrench Edges Topsoil �� Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:� I P Inspection #2: Location: CTY HWY CC Unknown (NE 1/4 NE 1/4 9 R18W) NA Lot 2 Parcel F 09.3 . 1.) Alt BM Description = � �� °s" s �•� � 2.) Bldg sewer length = 3 "� 13 "� amount of cover = g 90 n �� � r i" � �� : RI• oils`` 2 . Pltn'r6vlslon Required? Zatio Use other side for addition C 4' e I sepct s lure C. N C J r �D�� (R.3 9 1111''"�^���^^'����� �p �Q.IAI + 0. 0) / sw..0 ! 9 !;Qj IB S LW •*,t '�, oue� l ws.s ��e 3 ` Safety and Buildings Division c0u°ty C Y �>L 201 w. Washingtotl Ave. P.Q. Box 70$2 r petmit Number (to be filled in by Co.) 53707 - 7082 sani Meaison, S3 / rv7 cons f n (608) 261-6546 S =pl an 11Number 10 D of commerce li Cation Sanitary Permit App rani information you provide project ddress if difCecent than rnsiling addrm) in accord ay be used for b Comm 83.sec o sec Aden C ry Purposes �y Law, s15.04(1)im) l - f m • r t . �GU)/ ay secnda I. Application Information – Please Print All Informatio Parcel # # Block # Property O ame / APP 2 S 2004 0 . J T 1 _ Property Locati „' 14 dr � �, W', Pr bo 2-o C/ LC)�ING OFFICE. % Y., Soc Zip Code one urtt t CW0.0 City N; Subdivi on Name CSM Num II. T of Building (check all that apply) J y�(�r� 72 / 0 or 2 Family Dwelling - Number of Badrootns _ a^1�� ❑ publidComtnercial DrscribeU City CVilla o wnsbip State Owned - Describe Use tT 0, Y� -I- 3 � — IIL Type of permit: (Cheek only one bo: on line A. Complete line B if applicable) 0 Other Modifwarion to Existing System A ❑ Replacement System ❑ Tre wear/Holding Tank Replacement Only ew System ❑ Change of ❑ Permit Transfer to New last Previous Permit Number and Date Lssued 8. ❑ Permit Renewal ❑Permit Revision plumber Owner Before Expiration IV. T e of POW'TS Sys tem: Check all that apply) ❑ Single Pass Sand Filter Non – Pressurized to Ground ❑Mound _> 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil At Crrade a Holding Tank ❑Pest Filtet ❑ Aerobic Treatraeat Uni[ ❑Recirculating Sand Filter Gasuucted Wetland ❑ Press In round El Other (explain) Recirculating Synthetic Media Filter Laachin Chamber Drip Line ❑ Gravel -less P' V. Dis ersal/TreatmeatAnn formation: dsf) O spers oposed (sf) Sys<cm Elevs Desi d Ap It oil Dial Area Requi (SO Design Flow (gpd) Prefab Site l r lastie J Fibe T Number Manufacnucr Concrete Constructed Glass VL Tank Info ions Gallons of units New Existing Tucks Tanks septic or HWdias Tadt Aerobic Treatment unit Dosing Chamber VII. Rea onsibili Statement I, the undersi assume responsibility ' ' iSaal or installation Number / WTS s / h a own oil the B hone Number Pltuatxr' Name (Print) Plumb , yre �/ �v� l / v c�� ✓ �v G ' ` `� / Plumber's Address (Stray City, Scgte, Zip YIII oun IlDeportment Use Only Sanitary Permit Fee {in cludes Groundwater Date sued sting Agen Signs e Approved ❑ Disapproved Surcharge Fa) Q owner Given Reason for Denial G IX. Conditions ofApprovallRWO115 for Disapproval YSTE OWNER. t p tank, effluent i � -- r'/ J — tic nt filter and (� 0 3. dispersal cell must all be serviced I main tained � as per management plan provided by p �p dYl� All setback requirements must be maintained S as per applicable code /ordinances Attach 96/110210 picas (to the County only for the system sa paper sot less than El(S :11 Whole" Q`k ' SB -6398 j31/R T PLAN ]PROJECT Dan Orf ADDRESS 780 132 Ave Hudson Wi 54016 NE 1/4 NE 1/4S 9 /T 18 Z W'TOWN Star Prairie COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 4/27/04 BEDROOM 3 CONVENTIONAL )00( IN -GRO PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 g allons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1212 # of chambe s 39 �� SdilS , BENCHMARK V.R.P. Top of nail in little elm tree ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION 93.7/93.6/93.5 3' below qrade 200' Property Line Plans Designed Using Alt VMA Conventional Powts Manual Version 2.0 C 100.0' Well is to meet all setbacks required by WDNR Pro 3 Bedroom ) House jiL_ Standard Biodiffuser Leaching Chamber with 31.1 ft2 of Area , 130 3 4 Grade at Syst em Elevation B ,� T 90' 5' 0' Iv s4e 6o; l vim ' , 3 -3' X 83' Cells with >3' Spacing B -2 B-4 3 ' Vents 25' 398' 70' Property Line B -3 Cty Rd CC B -5 T PLAN PROJECT Dan Orf DDRESS 780 132 Ave Hudson Wi 54016 NE 1/4, NE 1/4S 9 /T 7 18 W TOWN Star Prairie COUNTY ST. CROIX <MPRS Shaun Bird 226900 DATE 4/27/04 BEDROOM 3 CONVENTIONAL XXX IN -GRO0 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 chambe s 39 Z S�ilS ,BENCHMARK V.R.P. Top of nail in little elm tree ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL H. R. P. Same as Benchmark SYSTEM ELEVATION 93.7/93.6/93.5 3' below qrade 200' Property Line Plans Designed Using Alt. B.M. is top of Conventional Powts Manual Version 2.0 p.l. pipe @ 100.0' Well is to meet all setbacks required by WDNR Pro 3 Vent Bedroom House >6 „ Standard Biodiffuser of Cover Leaching Chamber with 31.1 ft2 of Area 10 130 6' Long 11 3 4" Grade at System Elevation B AB-1 90' 0' Qe 3_33 ' CllsSpacing B -2 35' B -4 , Vents 25' 398' 70' Property Line B -3 Cty Rd CC B -5 ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT f voted ST. CROIX COUNTY GOVERNMENT CENTER "�'• rr N�Mr�r■ 1101 Carmichael Road Hudson, WI 54016 -7710 M — Phone: (715) 386 -4680 Fax (715) 386 -4686 Memo to File From: Pam Quinn Date: 4/27/2004 Mr. Sandy loam structure misinterpretation on subdivision soil reports Recent soil on -site determinations have brought a problem to our attention. During these on- sites, borings were excavated to confirm soil conditions where two conflicting soil reports had been submitted for zoning department review. The soil profiles, evaluated by myself, Dave Fogerty, and Dave Steel (all certified soil testers) differed from the original soil reports in that massive (structureless) sandy loams were encountered in horizons that were described as having either moderate, medium subangular blocky (2msbk) structure by Adam Schumaker or weak, medium granular structure (1 mgr) by Shaun Bird. There apparently has been a misunderstanding between "structure" caused by handling samples of the soil during texturing versus the soil characteristics in situ. The soil, when chunks were taken out of the profile to hand texture, with pressure parted into "crumbs" that appeared at first to be subangular or granular in shape. However, these were not true peds that broke apart along planes of weakness, but fragments created by handling. The soil when observed in the horizon did not have distinct units of structure and should have been reported as "massive ". Added notation: on 4/23/04 Mark Iverson (Cedar Corp. certified professional soil scientist), Shaun Bird, and myself did an evaluation of soils on Lots 6 & 9, Richmond Meadows where the original soil report described the third horizon as sandy loam, "lmgr ". On Lot 6 we checked soil profiles within a POWTS distribution cell and then excavated a test pit on Lot 9. The sandy loams in question were a weak, coarse to very coarse subangular blocky structure, where planes. of weakness were just discernible when peds were parted from the profile. The peds separated with very light pressure by soil tester. Sand coatings were observed on the ped faces in the Lot 9 soils, which supported the determination that some structure existed to allow water to move through the upper portion of the sandy loam horizon. However, below the weak - structured soil we found massive (structureless) sandy loams and the boundary between these horizons was irregular, which would mean a distribution cell could encounter alternating weak and massive sandy loam. Shaun said he would amend his soil reports with a memo recommending that any sandy loams he identified as "Imgr" or "2 mgr" be assigned a lower loading rate of 0.3 gpd/ft2 (see attached memo for Whitetail Meadows) to provide a larger dispersal area. ' r , Page Two — Soil Memo 4/27/04 n Massive sandy loams have been assigned a soil application rate of 0.2 gpd/ft with the code changes in Comm 83.44 -2, effective as of 2/1/04. The application rates listed on the soil reports were higher due to the structure having been described as either weak or moderate, which affects the calculations for sizing of POWTS distribution cells. Obviously, one of the concerns is to make sure loading rates for the soils are not in error and allow undersized POWTS to be installed. For example, in December 2003, Lot 35 of Richmond Meadows subdivision had to have its loading rate reduced to 0.3 gpd/sq. ft. when the installer encountered massive sandy loam at the system elevation. The sandy loam horizon had been described on the soil report as "lmgr" with firm consistence. Leroy Jansky, Dept. of Commerce Regional Wastewater Specialist, has been consulted on this situation and advised the zoning department to require on -site verifications for any lots with this potential misinterpretation on the soil reports. All soil reports with sandy loam "1 or 2 mgr" as its structure will be required to use a design based on the current code's soil application rate for massive sandy loam @ 0.2 gpd/sq. ft. unless additional soil testing proves otherwise. Z t :vis6%In Depahment of Commerce C 6-p-, 1 L C V ALUH i t V ry C ry K t Page or Division of Safety and Buildirigs in accordance s Code Attach complete site plan on paper not less than 81 as size. u County include, but not limited to: vertical and horizontal re nt ction Parcel I.D. percent slope, scale or dimensions, north arrow, lion to nea d. Please Pd/nt all In don. Date Personal information you provide may be used for 15.04() jtn 3 Property Owner ` .. ... GOIf don Z014% S T N R� E Property Owners Mailing Address / I lock # Subd. Name or CSM# o Cl to Zip Code Phone Number Village Town Nearest Road Ate New New Construction Use:JZ Residential / Number of bedrooms _ Code derived design flow rate GPD Replacement J /❑ Public or commercial- Describe• Parent material 6: -�-��/ ..�__ ��r --�� Flood Plain elevation if applicable 42" ft. General comments _ ei and recommendations: Boring # ❑Boring Pit Ground surface elev. % ft. Depth to Wing facto 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 Boring # ❑ nn �,'�� �j tttr Pit Ground surface elev. ft. Depth ZIi I �fing f actor In. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots SoN Application Rate In. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. / 'Eff #1 'Effli2 o to, K � , • Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg& • Effluent #2 = SOD < 30 mg& and TSS < 30 mall. CS7 (Please Prin SI tu(e CST Number i � Addveft Date Evaluation Conducted Telephone Number Property Owner ��C ivy L Parcel ID # Page (i of 3 Boring # ❑Boring G� � S Pit Ground surface elev. ft. Depth to limiting ctd'r 'Ze_jj_ in. Soil Application Rate Horizon Dept 1 Dominant Color Redox Description . Texture Structure Consistence Boundary Roots GPDfftz In. Munsell Qu. Sz Cont. Color Gr. Sz: Sh. •Eff#1 •Eff#2 B� a - Boring # ❑ Boring Pit Ground surface ele . J ft. ' Depth to mating facto J on. Soil Application Rate Horizon Depth Dominant Color Redox cxipti Texture Structure Consistence Boundary Roots GPD/ft' In. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 `�- r • I ❑ Boring © Boring # tCl Pit Ground surface elev. Depth to limiting factor In. Sol( Application Rate Horizon Depth Dominant Color Redox Texture Structure Consistence Boundary Roots GPD/ft In. Munsell Qu. Sz Cont. Color Gr. Sz Sh. I •Eff#1 •Eff#2 Effluent #1 = SOD, > 30 < 220 mg/L and TSS >30 <.150 mg& ' Effluent #2 = SOD 1 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. seDi330 (86/00) .. . , utsuoasiM `,(Iunoj xiolj Jawu0 AIJedad Soil `Pest Plot Plan :3 Project Name Susan Meeds Byron Bid Jr. Address 1077 Cty Rd H r New Richmond Wi. 5401 CSTM 1220527 Lot 2 Subdivision -- - ----- Date 101 14/ 0 0 NE 1 /4 NE 1/4S T 31 N /R W TownshlD Prairie F� Boring Q Well PL Property Line County ST. CROIX ,BM or VRP Assume Elevation 100 ft in little Elm Tree — System Elevation 93.5 H.R.P. same as Alt. BM t BM tpo of PL pipe Elv 100' # - Alt. BM# 13 LB.M. B1 - PL 398' PL 55' Pri. A. 132 qb. 2 low Area 2 134 55' 133C 3 Rep A. Low Area G g 70 135 J _ _ _ ` _ L . d V ' d o f`p Az f: T Ej d P 1 w i �i «(4 1 \ ^aJ i t# I i .... . .......... IEj t` I � ' I . II �4 k � � J T .j i� W II i I� '' f mod U 2559P 164 7 6ej '9 1 2 I STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. VALSH WARRANTY DEED REGISTER OF DEEDS Document Number ST. CROIX Co., VI This Deed, made between Susan Jean Meeds, a single person RECEIVED FOR RECORD Grantor, 84!28/2804 09:30AK and Daniel T. Orf, a single person VARRANTY DEED Grantee. EXMT # Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin TRANS FEE: %.@@ (if more space is needed, please attach addendum): COPY FEE; That part of NE 1 /e NE 1 /4 Sec. 9- 731N -R18W described as follows: Lot 2 CC FEE: PAGES: 1 of Certified Survey Map recorded in Vol. 17 of Certified Survey Maps, page 4547, as Doc. No. 726988. St. Croix County, Wisconsin. I Recording Area Name and Return OGLAND ATTORNEY AT LAW P.O. BOX 359 HUDSON, WI 54016 4A 2-0 038 - 1038 -10-OW Parcel Identification Number (PIN) This is not homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. KA Dated this day of April 2004 I * usan Jean Me * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) Susan Jean Meeds, a single person STATE OF ) ss. authenticated this day of April , 2004 County LIP Personally came before me this day of the above named * 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. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland 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 Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN gpp- 0.Y,,pZt WARRANTY DEED FORM No. 2 -1999 ST CROLX COUNTY SEPTIC - TANK MAINTENANCE AGREEMENT L . � R T FICATION C p 6 / 9 OWNERSHIP CE FORM / I? F o Mailing Address �D• � ,f Property Address planning Department truction) iced from g tent for new (V erification re f ' State Parcel Identification Number .,ityl LEGAL DESCRIPTION ( p A —Za 1 N� 1 /., Sec., ,Town of Property Location /,, Lot # Subdivision � 1 9j Page # �J_ Certified Survey Map # 7P, f� 7 d . Volume g n Warranty Deed # / , Volum J S Page # S P w S house ❑ ye Lot lines identifiabld ❑ no SYSTEM CENA.NCE improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. D artment a certification form, signed by the owner and by a The property owner agrees to submit to St. Croix Zoning ep lumber, restrictedplumber or a licensed pumper verifying that (1) the On was t masterplumber, journeymanp ewaterdisposal 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. Uwe, the undersigned have read the above requir ements and ag 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 th es o Croix County Zoning Office Cer tificat ion 30 stating that your septic system has been maintained must be comple ted and returned t days of the three year expirati on te. DATE SIGNATURE OF APPLI ANT OWNER CE Tr TION best o f my (our) I (we) certify that a 1 statements on this form are deed true to the to Register of Deeds Office . I (we) am (are) the owner(s) of the property described above, by virtue of a warranty DATE SIGN OF APPLI * * * ** Any information that i representedmay result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warrant f deed from map R e g iste r of D eeds office the warranty deed a copy of the Y Maintenance and Contingency Plan for a Septic System Maintenance Plan 3 ears. 1. Septic Tank is to be pump ed once every y 2. Eff luent fitter 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. Discharge into system is not exceed those required as per Comm. 83 Contngency Plan t ptio�n #1 . 11 system fails, determine cause of failure, use altemate area and install new in"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 LEGAL ST. CROIX COUNTY, WISCONSIN NEW TXSCR02 REAL ESTATE TOWN OF STAR PRAIRIE COMPUTER NUMBER 038 - 1038 -10 -200 Parcel Number 9.31.18.160A -20 OWNER NAME: First SUSAN JEAN Last MEEDS PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment CTY RD CC SECTION 9 TOWN 31N RANGE 18W 1 /4160 NE 1 /440 NE Line Description Line Description TOTAL ACREAGE 2.269 PLAT CSM 17 -4547 038/03 LOT02 BLK 01 SEC 9 T31 N R18W NE 15 03 (2.268 7 -4547 LOT 2 16 CT 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit - 7 2694343 VOL 17 PAGE 4547 KATHGEEA H. WALSH REGISTER OF DEEDS ST. CROIX CO., NI RECEIVED FOR RECORD 06/23/2003 11:45AM CERTIFIED SURVEY MAP CERTIFIED SUR VEY MAP PAGES: 2 3. e0 Located in the NE 1 /4 of the NE��� pb T3 IN, RI 8W, Town of Star Prairie, St. Croix County, Wisconsin. ST. CROIX COUNTY pl�nninn 7• ^.ninn And ParkS Committee WNER / SUBDIVID J U N 2 3 2003 SUSANMEEDS NE CORNER, SECTION 9 of 1077 County Trunk Highway "H" ESTABLISHED FROM New Richmond, WI. 54017 1 of recorded wi►nin 30 days pptaval date tl • d voldl shall be TIES OF RECORD) • BEARINGS EAST LEGEND 0� LINE OF THE NE 'h OF SECTION 9 o ASSUMED, S00°50'56 "E. SECTION CORNER TTT (AS NOTED) o 1" X 24" IRON PIPE WEIGHING CA 1.68 LBS. / LINEAR FOOT SET. q x - FENCE m 0 UNPLATTED LANDS I w — - � I N N 89 31' 52" E 447.09' 397.09' ; 50.00' 45' Scale 1" =100' a 3� - i�38 ' /D — 4 50' I I I O ., I T NI N iC NOTE: the drivewa o 98,519 SQUA M Z E ET (2.2% ACRES 3 °o o A I to be built within the N INCLUDING RIGHT -OF -WAY JOINT °•I N c '� I Joint4Fiveway Access (n! 87,519 SQUARE FEET ( 2.009 ACRES) I cn Cl) y I Easement shall be built O ° EXCLUDING RIGHT -OF -WAY ACCESS ° o IC ZI o :� EASEMENT I " lor IZC I I to town road standards v ,� a to the point at which . y o 49.78' of m the two driveways �' N 89° 31' 50" E 448.55' ;! N M separate. �I iv 398.58' o; c 50.00' !_ %— : 50 2 m me— = - -- ! Q o Q 2g 103r'� 0 '`ZDh .� to o !� I Z I v �! Z o LOT 2 I g M ° lc/) ° N 0 98,839 SQUARE FEET ( 2.269 ACRES) : ro o - n (' I I N o N INCLUDING RIGHT -OF -WAY oI o m !C� 87,839 SQUARE FEET ( 2.017 ACRES) : Z I - Z I EXCLUDING RIGHT -OF -WAY • ITI I m A I , 400.00' 50.00' 50' I S 89 31'48"W 450.00' 50'rn SOUTH LINE OF THE NE1 14 OF THE NE1 /4 I ° o UNPLATTED LANDS o I THIS INSTRUMENT DRAFTED BY: JOSEPH W. GRANBERG M SCALE IN FEET ! "= Ion 0' 25' 50' 100' 200' 300' O N& ' ~'� E1/4 CORNER, SECTION 9 • tfk INUM CAP FOUND = (' N8E (ALUM ) ' PREPARED BY: �Il1N R1C!i " v.r! GRANBERG SURVEYING < '\ 1239 C.T.H.`B" A �UU NEW RICHMOND, WI. 54017 PHONE (71S 246 -7529 JOB NO. 00-058 SHEET 1 OF 2 Vol. 17 Page 4547