Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
030-1087-95-230
consin Department o4Commerc� PRIVATE SEWAGE SYSTEM County. St. Croix Afety and Building DiEsion INSPECTION REPORT Sanitary Permit No: 420676 04 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: Johnson, Glen St. Joseph Township 030 - 1087 -95 -230 CST BM Elev: Insp. BM Elev: BM Description: SectionlTown /Range /Map No: /QQ . D 1 /00 . o k om nze" 36.30.19.316C20 TANK INFORMATION ELEVATION DAT TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic B n hmark ,� /0 0 v N.e� f 3 Z Dosing /I /� Alt. BM sr (� Aeration V Bldggr fi /U .Z t 1 ,ter • 4 Holding - St/ t Inlet 0 TANK SETBACK INFORMATION St/Ht Outlet %,7b TANK TO �/L ___)YELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic (co j / i Dt Bottom ��- Dosing Hea er/ an. Pe o 6 13. 13 Aeration Dist. Pip / 7- " I ' M Holding Bot. System t 2 8 - PUMP /SIPHON INFORMATION Final Grade Manufacturer Demand t over GPM Z 3 � _ 60 7 Model Number TDH Lift Frictlo s System Head TDH Ft �m / 3 0 / Off. 10 6- v Forcemain Length Dia. Dist. to Well p Q,y, S / t t Z rr�0 SOIL ABSORPTION SYSTEM - /2 /� !f/ V 6/_,,/ 3 BEDITRENCH Width L Length Q o. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P /LS jBLDG WELL LAKE /STREAM LEACH114 Murer: , INFORMATION CHAMBER O t� / a d Type Of System: ` O t i (o), UNIT Model Number: DISTRIBUTION SYSTEM /V/n u s�f� Header! anifold 1 Distribution x Hole Size x Hole Spacing Vent to Air I take d /I Pipe(s) ci / } / fi L V Length � Dia " S�facing� 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 q Yes [] No Yes i No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 1 Inspection #2: Location: 339 Cty Rd E Hudson, WI 54016 (NE 1/4 SW 1/4 30 T30N R19W) NA Lox Parcel No: 36.3(49 .3 C20 B ct�dv++� s +� A&,) 1.) Alt BM Description ( �m. � M01�(.4R L4 = ,L�- 1L 2.) Bldg sewer length = 22' T3 ) T � � ) - amount of cover = >c [ ��P o 7 c� Plan revision Required? L Yes 2 Use other side for additional information. �` Date ' ` / _ / I p o s Signature C SBD- 6710(R.3/97) i1ei // T t S v`''I i Safely do Buildings Division 201 W. Washington Ave. Sanitary Permit Application 1*16consin 7302 po Box in accord with Comm 83.21, Wis. Adm. Code Madison, WI Box 7302 Department of Commerce Personal information you provide may be used for secondary purposes (Submit completed form to county if not (Privacy Law, s. I5.04(I)(m)) :sate owned. Attach com lele Dians to the county copy only) fort t not less than g - 1/2 x I I inches in size. CtY , State Sanitary Pet�ithluwber -° _ , ec re islon to previons'a plicalion State Plato I. D. Number 1. Applicaflost Information - Please Pr t all Information Location: Pr y Owner Name - `-- ' - - -� -- — -- E 2 Properly Location U NS r -- —_ -- ------ - - - -.. - __ - - -- E 114 114,S20 T 3O N R 8 c or Property Owner's Mailing Address Lol Number Block Number J U az Lai) e a.J City, S41e Zip Code Phone umber Subdivision Name or CSM Number 51n '706 II Type of Building: (check Qne) — t - o oily 1 or 2 Family Dwelling - N ms: of Bedroo_ _ O Village O PublidCommercial (describe use):__ IKrown or ❑ sate -owned , III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest 't A) 1 • I New System 1. ❑ Replacement 3. ❑ Replacement of I4. ❑ Addition to Parcel Tax ►n,ber(s) System 'Tank Onl —_1 Existing S stem ___ 0 - -� B) -- Permit Nun +ber u �A Sanitary Permit was pr ev i ous l y issued Date I e Type of POWT System: (Check all that apply) T on-pi"surized in- ground ❑ Mound O Sand Filter O Constructed Welland O ressurized in- ground D 1folding'Tenk 1) Single Pass ❑ Drip Line O Al -grade O Aerobic'1'reatinew Unit D Recirculating ❑ Other: V Dis ersaVTreatmenI Area In(ormalio . 1 • Design Flow (gpd) 2. D sperselAres 3. Dispersal Area / 4. Soil Appli on S. Per lslion Rate 6. System Flevation 7. Final Grade 6 l I _ Require; Proposed ✓ Rat aq.(1.) (Min. /inch) Elevation L1—) l of �- I ! S - ��. o (, 00 VI Tank Capacity in Total N of itnifactuter Prefab Site Steel Fiber- Plastic Information Gallons Ualiens 'Tanks Con- Con- glass New existing Crete strocled 'Tanks Tan ks jv El O d O d VII Responsibility Statement 1 the underti ned assume respell ibility for installatloit of the POW'I'S shown on the atlach plans. _ Plumber's Na nl) P bet's a -- " -- tamps): • MP/MPRS No. Business Phone Number Plumbers Address (Street, City, Slate, Zip Code - -`- - - -" - ` - - - - -- - Vlll Co nly/Depar men(Uge Only O D ig pproved Sanitary Permit Fee (Includesundwaler 011 Issued sluing A nl Signs stamps) Approved 13 Owner Given Initial Adverse Surcharge Fee) -61- ( j 3 Determination IX. Conditions of A proval /Reasons )'or_Di approvall �� AONiI" Z jl ' e-lBe . . �4 0 t o l l fp ��� ��z �. . �„► piton T11 'Too illy- Ate' 3x � as m fi i aa � i r to N «/k e tj/ nc e rs :WA - 17 -Z1 � e [) C --, 4� y -Ad d7 ULle / D zo �o � .s ► �. '° `���► . . to �►� {pro �F�1`� - N 40 Alf 13 3 A� 3x � 3 -x � S �cj Ob Q u� I rn I ml 4-- 1 Wg.: C � x OL v1 O r 3 n 3 � O Z rt UJ-Q I fill I n ,9' x Xl� UL UP -5 0 X U z - �� U)= a o _ SOIL EVALUATION REPORT 1630 Wisconsin Department of Commerce Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 81/2 County x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 030- 7 -95 -200 Please print all information, i Dax �? Personal information you provide may be used for dary ). (Q J Property Owner roperty ocation Glen Johnson Govt. Lot I NE 19 SW 1/4 S 30 T 30 N R 19 Property Owner's Mailing Address # Block # Subd. Name or CSM# 596 Topaz Lane 5 na CSM #701067 City State Zip Cod Phone U U U TY J it i Village 1/ Town Nearest Road Hudson WI 54016 - - OFFIC St.Joseph 1 339 Co. Hwy. E y'' New Construction Use: 1/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Install two trenches at elev. = 92.00' using 37 leaching chambers. Boring # _j Boring !/ Pit Ground Surface elev. 95.78 ft. Depth to limiting factor >106" 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. *E ;1 *Eff#2 1 0 -8 10yr3/3 none sit 2fsbk mvfr cs 2fm,1c 0.5 0.8 2 8 -20 10yr4/4 none sl 2msbk mvfr cs 2fm 0.5 0.9 3 20 -36 7.5yr4/4 none sl 2msbk mfr gs 1fm 0.5 0.9 4 36-50 7.5yr4/6 none sl 2msbk mvfr gW 1fm 0.5 0.9 5 - 06 7.5yr4/4 none sl 1csbk mfr - 1f 0.4 0.6 A� Boring # J Boring Pit Ground Surface elev. 94.81 ft. Depth to limiting factor >103" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -11 10yr3/3 none sit 2fsbk mvfr cs 2fm,1 c 0.5 0.8 2 11 -33 10yr5/4 none sil 2msbk mvfr cs 2fm,1c 0.5 0.8 3 33 -53 7.5yr4/6 none sl 2msbk mfr gs 1fm 0. 0.9 4 53 -82 7.5yr4/4 none sl 2msbk mfi gW 1fm 0.5 0.9 5 82 -103 7.5yr4/4 none sl 1 msbk mfi - - 0.4 0.6 * Effluent #1 = BOD 30 < 220 mg/L and TSS >3( 50 mg/L nt #2 = BOD <30 mg/L and TSS <_30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson C% 3602 Address A.C.E. Soil & Site Evaluations ate Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 5/12003 715 - 248 -7767 r property owner Glen Johnson Parcel ID # 030 - 1087 -95 -200 Page 2 of 3 F Boring # J� 96 .31 ft. Depth to limiting factor > 100" in. 1i+' Pit Ground Surface elev. � g 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 -7 10yr3/3 none sil 2fsbk mvfr cs 2fm,1 c 0.5 0.8 2 7 -24 10yr5/4 none sil 2msbk mvfr cs 2fm,1c 0.5 0.8 3 24 -36 10yr5/4 none Sil 2msbk mvfr cw 1fm 0.5 0.8 4 36-56 7.5yr4/4 none sl 2msbk mfi 9w 1fm 0.5 0.9 5 56 -100 7.5yr4/4 none sl 1csbk mfi - - 0.4 0.6 F—I Boring # 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 GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff #1 `Eff#2 F—I Boring # I 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 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/L ' Effluent #2 = BOD < 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 fnrmat nlracr. enntaet the den.9 rtment at 6OR ?66 51 nr TTV &OR - ?AA - 8777 Soil • Sa /¢ ✓ a/. 6 G. stccl ♦ t✓ I c✓ o� 3� N Saa/c: = S/4 a` wall 0 5,-d; � 6'le ✓. - ion 66' Bench rYtar K', To of S.T, t`X, Sf�' 3 bedroo," /�a�hd /c Cavy' flasumto/ �lesralcnG2 ��FXiS�� /,cPID�aO. S �y ■ �10 a 3 ■ ■ quo 8z q5° (Do C'.omw? 83 Setbac -mr —� I'C�cuir'¢rr�snt5 Matar ¢yYC.¢�+decl• ��. 3 a {3 Safety fit: Buildings Division Sanitary Permit Application 201 W Washington Ave N*Lcons accord with Comm 83.21 Wis. Adm. Code PO Box 7302 Department of Commer Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 [Privacy Law, s. 15.04(I)(m)) (Submit completed form to county if not state owned. Attach c 0 1TIPICte plans to the co unty copy only) for the sl!ten on paper not less than 8 -1/2 x 1 I inches in size. County FO. State San'it Pemut N mbar previous application State Plan 1. D. Number/ /1 _ I. Application Information _ L rjose Print all Informs Location: PropeAy Owner Name 3 Property Location Z ILA r JA N 2 9 2003 = �C-461 �I /4�� 1/4, S,3C Ted N R/� or W Property Owne r's Mailing dress Lot Number Block Number of mall be City, State Zip Code f+ *tW NWd ber Subdivision or CSM Number •r II Type of Building: (check one) ; ! y 2. ` 1 or 2 Family Dwelling - No. of Bedrooms: Vi ge t G D] Public/Commercial (describe use): 3 B ��P�. �Tovm of �-- O State -owned Sf - J III Type of Permit. (check only one 16"n line A. Check box on line B if ap icabl esiprp Road a,&ta v A) I • 'New System 2. ❑ Replacem`ent 3. ❑ Replacement of 4. Addition to Parcel Tax Num s) S tam �Onl Existin S stem B) rte. Da a ❑ A Sanitary Permit was previously { ssued oZw issued IV. Type of PONT System: (Check all that apply) 3 gNGF -i 1'S — 3 X ( Z- �� tl i►Non- pressurized In ,ound ❑ Mund 11 Sand Filter ❑ Constructed Wet ❑ Pressurized In- ground ❑ Hold Ta ❑ Single Pass 13 Drip Line ❑ At- grade, ❑ Aerob' T eatment Unit Recirculating ❑Other: V Dis rBailTreatment Area Information: 1. Design Flow (Spd) 1 DispenalArea 3. Dispersal Area , 4. Sot pplication 5. Percolation Rate 6. System Elevation Final Grade Required Pro ed Rate( s. /day /aq. It.) (Min. /inch) / Ele )' 36 . VI Tank Capacity in Total # of Man cturer Prefab Site Steel Fiber - Information Gallons Gallo Tanks i.. /� _� o Con- Con- glass New Existing j` G - C crate structed Tanks Tanks r -- ❑ ❑ ❑ ❑ ❑ VII Responsibility Statement 1 the undastitned. %Nme res nsibi ' for installation of the POWTS shown on the attached ns. Plumber's N ntj umber' Business Phone Number r- 'stampsy:' rmp/MPRS No. �,S r umber's Address (S ,City, State, Zip Cod ,0 ) VIII County/Departmed Use Only ❑ Disapproved =_ Fee (Includes Groundwater Date Issued is Sig+tature (N s) Approved ❑ Owner Given Initi D 3 Determination 2 2 t IX. Conditions of � Approval /)Reasons for Disapproval; , �(eVa e sr a�- fj2�l 133 ►S 10j. l sysl�in� 4 r �puh� � z�ic.c¢a�+.�1 pZ,o �{)b2 � 1 , r►tib -err n�us� re,bcu (-e one ghat 8M fry f� / / -tea CSrfIvpla")-L " J Rai l d e rr nvtcst , uvti de .Fic At ., hr; 'aQw>� W; � � c�-pa t• t �( Ponulrs M� fi a.�. a4sr0/J CaryrlLP 4'4 ic- C& ,PmLer ,:,c q� Gontfru wi- rClrn tr y trn�o ��B�ti �° y ' 9 r �� s} CERTIFIED R v P LOCATED IN PART OF THE NW1 /4 OF THE SW1 /4 OF SEC 3 , RI TO OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; BEING LOT 2 OF CERTIFIED SURVEY ECOME 1 V LUME 7, PAGE 1829. d © 4 9 C� o�o d � 13 mo --- - - - - -- - - -- - - - - - - -- - E1/4 CORNER W1 CORNER C. T � H . ° E ° POSTING n SECTION 30 SECTION 30 h b_ _ _-- ------ -- - - ----- - - - -_- f C ENTERL INE EA - WEST 1/4 LINE r � V V89°5"W 3509.01' 889 °5'3'49 "E '� 165 S89 °40'40 'W 395.1 T m S89 °40'40 s N b s6.00' 229.17' Id 100.00 44 N w LOT 4 W m o0 "19'2o"w 0 y 3.268 ACRES co 20.00 V Z 142,244 80 FT N JOINT ACCESS Z x w 89 °44'40" O(7 F- Z ....... ................... � ........ 77.69' 18 cy eq Z Z W b ,./ / WET r W Z Y W! > > p a .� ro LANDS Fx- V LL W Z W a ® w 0 2� a oa p 3 p w c, Z DW d I a N W0 10 / 9 Z 4 In o N HOUSE 1 V F Ia V 2 3 0 N J w W W �0 x°r8, a z° 1 a L J r r r r 1 LL IL w0 W'Il r N 1 AR w NW • Q N fA Z3w f Z Z 0 O V W Ed N mina o t0 � ') WET 1 o & Heacb, LANDS 1 La 4 . 8 r Z 1 '� 1 w N m R1 l— goa0 off, AA o 11 G N -4 di ! a o8, N89°42'24"E a N - s6. 0 o Nd 8 > 10': E N EASEMENT FOR cm N (� 8• ��. 8�, O C&AMON AREA d04 d04 -� � 002 o Lu ---- - - - - -- z do4 ----- - - - - -- U � �oUoUW❑ �UV O I I n ba I- q 1 --- ---- ------- - - -- -- - -- - - - - -- LOT 5 e j 1 a X LOT 6 IV 3.232 ACRES N I w 0., 20 CAS RES 0 140,786 SG FT N I I � p l� 11 SQ F7 z OWNER . N 3.068 ACRES EXC. ESMT JAMES PID 3.038 ACRE EXC. E8MT N 1 I C 133,548 80 FT GE N $ W O 132,32 SQ FT � j l� 0 337 CT RD "E" 3 Z i 4 (a ; W Z It HOULTON, WI 54082 1E 5' E N N89 °4 2'24 "E g "e►Z " Z 4k; OS4 0 p I I N$ ai p0 N 100' HOME SETBACK 100' HOME SETBACK 100' EASEMENT FOR COMMON AREA -� 1 cy NO A TO o q -30 50'-- ;- o OI l0 222.52' O r l IN �C 218.07 172.52' Z 50.00' 60.00' 168.07' - - - - - -- SCALE IN FEET 1 = 100' N89 0 42'24 "E 440.59' Tm @uuL@u - 2 ------------------ 1 0 1 00 200 P AU OIF XHDUR GL UE STEEL'S SOIL SERVICE vary L. Steel CSTM2298 James Pidgeon 1554 200th Ave. MPRSW -3254 NEaSWa S T30N - R19W New Richmond, WI 54017 town of St. Joseph lot #6 -csm (715) 246 -6200 N 1 =40 BM-= top of survey stake C el. 100 00' h u'W fiT Alt BM.� top 5f pipe C el. 103.10 _ 100. 514` � D ti` I 06 4 2 s k 3n' �.2 to �° _ Gary L. Steel 8 -11 -2000 HOUITON, WI 54082 _ ST. CROIX COUNTY WISCONSIN J ��IIM�4��■ • -- \�� ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 For Lot 5 339 CounV Road E (St. Joseph) — owner(s) Glen Johnson Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: I. The main source for construction site runoff will be the house foundation excavation, driveway runoff, an any soil stockpiled until final grading and stabilization is complete. Septic system excavation/installation causes temporary disturbance, but exposed soils can contribute to contaminated runoff. Plan to apply seed and mulch as recommended in #5. 2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms graded ALONG CONTOUR between excavation areas and any drainage ditches or waterways. Use diversions to contain runoff on owner's property and away from adjacent properties. Maintain existing vegetation and use a temporary diversion for the east property line and on the north side of house construction area; wetlands are indicated on the Certified Survey Map, with >150 ft. buffer area. 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment ,and leaves adequate vegetative cover to protect areas of concern, installation of silt fence MAY not be necessary. Silt fence or other approved sediment control products will be required if sediment cannot be contained on owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan effectiveness and make recommendations to owner and building inspector for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must use only one driveway access off county/town road that is properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. All vehicles, except those used for mound installation, MUST stay off the entire mound site to prevent damage that would make it unacceptable for use. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record durin g site construction will be responsible for compliance with the ESC Plan. Attached is a copy of "Erosion Control for Home Builders ". Please feel free to contact me with questions or ask for assistance with erosion & sediment control installation. Prepared by: Pamela Quinn Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements / /2003 Copy logo .11..■ W uu w —� ST. CROIX COUNTY GOVERNMENT CENTER , 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 - Fax (715) 386 -4686 December 4, 2002 Doug Zahler S & N Land Surveying 2920 Enloe Street Hudson, WI 54016 RE: James Pidgeon Certified Survey Map Dear Mr. Zahler: At the November 26, 2002 meeting of the County Planning, Zoning, and Parks Committee, conditional approval was given to the Not minor subdivision. The parcel is located in Section 30 of St. Joseph Township. The subdivision that was approved for your property was approved with the condition that • 1) A joint access serve two lots, and 2) An erosion control plan for the joint access construction and for the house construction on Lot 5 must be submitted and approved prior to the issuance of sanitary permits. It is a requirement of the St. Croix County Land Use Ordinance, Chapter 18, Subdivisions, that a joint access be constructed to ordinance road standards to the point where it divides for the separate lots. It shall be the responsibility of the subdivider to construct all joint access to county road standards as required by the ordinance. The county will not be responsible for construction inspection or for any problems that exist or develop from construction of the access. In the event that more than two lots take access from the joint access at a future time, the access must be upgraded to town road standards and accepted for dedication by the township in which the subdivision is located. This may require complete engineering plans and reconstruction of this existing joint driveway to meet all applicable town road standards. HOULTON, WI 54082 4.70 ACRES I I, mop Page 2 Zahler /Pidgeon December 4, 2002 In lieu of immediate construction, a written estimate for construction may be submitted and a financial guarantee equal to 120% of the estimated construction cost submitted to insure construction at a later date. The guarantee will be released when construction has been completed. Once these conditions are met (construction completed or guarantees submitted and approved) you may present the original map to the Zoning Office for final approval. Should you have any questions or concerns, please feel free to contact this office. Sincerely, Mary Jenkins Assistant Zoning Administrator MJ /jh Cc: Township of St. Joseph Owner, James Pidgeon File 337 CTY RD "E" v LOT 5 ' HOULTON, WI 54082 i m 4.70 ACRES svvorth, Wisconsin 54011 r `� 0 1 2002 ST t: Wetland Delineation Report Y Pidgeon Parcel �) St. Joseph Township, Wisconsin �1 1' l; 1 `l Wetland A Looking Southwest �� October 29, 2002 _ i I 800tie sma I i -T ST. CRUX COUNT'/ Plannlna 7on�nn "n ` ° DEC 0 5 2002 LOA p `�' SURVEY MAP LOCATED IN PART OF THE NE1 /4 OF THE SW1 /4 OF SECTION 30, T30N, R19W, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; BEING LOT 2 OF CERTIFIED SUR VEY MAP RECORDED IN VOLUME n 7, PAGE 1829. n c,7 /� I 4 L _ @cu �o�aLNllo LS @C_2 o Ll �Lr� =2 @ W1/4 CORNER �— b E1/4 CORNER SECTION 30 ,� C. T. H . - "Ell w SECTION 330 889 °55'49 "E ' j (889°69'66 "E 39x.28') N$9�6'49 "W$09.0 - ir _ 1652.6 S89 0 40'40' W 395.17 S89 0 40'40' W 66.00' 229.17' i i 1 00.00' 44.44' c 66- JOINT ACCESS 3' 33' (889 59 - , f °'55 "E W j H m EASEMENT S -- ` �►�..y� .._ -i - 44.60') Z O g o 800 O V a = Q 00' N89 °40'40 "E 0 m 77.89' G 'a V1 w a.. t�. . br ~ Y ° 40P ° N W l ,..,� Z N N W V Z µl O WET W 7 � Gj Z Z y V WELL �. I LANDS , W O w ° a N W Z f ° O N Q HOUSE i LL LL N ° °�� m 50 i 11101 W �0 0 xm fu i wpm _J $ a 1 a w Z • 0 LOT 4� 5.00 ACRES 217,986 80. FT. r ... -, \ W WET ;\ N a O LANDS N a NOTE: a N \ \ 0 a LOT'S MAY BE N (p \ \ cy , SUBJECT TO FUTURE Of �'•� i� 66 N b SPECIAL > !� cm m ASSESSMENTS FOR w ? ANY UPGRADES AND a N- J O g IMPROVEMENTS TO b N o- Z THE ROAD. N O zN O S 8 °42'24"W 374.30' Z d04_� d04 � d04 �3 ------ - - - - -- �oC�JolJllllo V �L`�o U - - IY�o � o ��J PREPARED FOR: O ° O r ---- - - - - -n O JAMES PIDGEON I I .- 337 CTY RD "E" 11 septic area 1 1 II HOULTON, WI 54082 LOT 5 a SURVEYOR: M 4. ACRES 204,654 SO. FT. DOUGLAS J. ZAHLER I j O S & N LAND SURVEYING, INC. Il 2920 ENLOE STREET Z HUDSON, WI 54016 — J Q U O o i u � O N89 42 24 E 440.59 ' •- -- (N89 °59'65"W 440.00') --- - - - - -- © L OO 4 2 P La4 OO F mao4 CAS &LI SHEET 1 OF 2 SHEETS THIS INSTRUMENT DRAFTED BY BRIANA GEISSINGER DATE 11/06/02 JOB. NO. 6217 -01 I • • • • - • • • - i - • • - • i • • • . • . • • • • • • • - • i • • • • . • • • - • • • • • • • • i • • • • ••- i -• •. • • ■■■■■■ ■■e ■ ■ ■■■e ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� ■�� ■■ ■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■mmm■ NNO■ E■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■EI /1g ■o ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MIN ■ ■E loll ■■ - - . - - ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■E loll ■■ ■■■■ ■ ■ ■ ■m■mmoommoomm ■m ■ ■ ■ ■ ■ ■ ■ ■E SHE ■ ■■ e■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■e ■ ■ ■■e ME E ■Nl���e■ ■■ Ee■ NEe ■■■e■■■■■■■ee■■e■■■■e■■in ■■ ■■■■■■■ ■■■■■■ ■■■■■■■■■■■■■ ■■■■■Imm1■ ■; ■■■■■■ ■■■■■■■ ■■■■■ ■ ■ ■ ■ ■ ■OMEN O■■lomf ■m ■■■■■ E■■■E■■■■■■■■O■■NN■■Em ■■■EE�1■E , ■■■■■E ■■■NODE ■E■■■■ ■■N■ ■Om■EE0 IN ■■■■■■■ ■■■ ■ ■■■■■■■■■ ■N ■ ■ ■ OEM O■N MIN E' ■■■■ ■ ■■ ■■■ ■■■■■■■■■■■■■■■■■E ■E ■MIN • ■■■■■■■ ■m■■■■■■■■N■■■■■■■■EmmwEl!1 ■E - ■■■■■■■■■ ■ wmwwwww ■ ■ ■wIM p"We OO9�10 E. WENE scam smor ONE ■ ■ ■ ■NNOEE ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1!111 ■L' SKl1AMEMEf/�I . ■ ■ ■ ■ ■memommemm■omo■ ■ ■ivWm ISM ENO ■NoEmomm■ommmmom ■OMEN ONm�NOR ONO No mommosommoom ONE own pts MEN ■NoOm■mmomommoommoom ■No's ENO11�9 -, ■ ■e ■E■ ■ENE ■ ■ ■ ■ ■ ■ ■eeee� ■emNMEe■O�� 0 EWA - - - • a 1011 Raw'. N ■OE ■ ■OEON ■ ■ ■ ■ ■ ■E ■mOlw,3 ■7E ■C WI ■ONE ■ON • NOES ■ ■EE ■ ■ ■ ■E ■ ■ ■ ■ ■ mO MIN OE ■ ■■EN E■ e■ ■ ■e ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■��� ■r ■ ■e■■■■■ W EROSION CONTROL PLAN CHECKLIST V Q Check (6/) appropriate boxes below, and complete the site diagram Q with necessary information. H O z Site Characteristics North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. Location of existing drainageways, streams, rivers, lakes, wetlands or wells. Location of storm sewer inlets. Location of existing and proposed buildings and paved areas. The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after grading operations. Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices Q Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10- foot -wide vegetative strip) that will prevent eroded soil from leaving the site. Location of sediment barriers around on -site storm sewer inlets. Location of diversions. Note: Although not specifically required by code, it is recommended that concen- trated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow)from adjacent areas greater than 10,000 sq. ft. should also be diverted around disturbed areas. Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or seeding with use of erosion control mats. Location of practices that will control erosion on areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year round flow). ❑ Location of other planned practices not already noted. I f . standard Erosion Control *la n for 1- & 2- Family Dwelling Construction Sites According to Chapters Comm 20 & 21 of the Wisconsin Uniform Dwelling Code, soil erosion control information needs to be included on the plot plan which is submitted and approved prior to the issuance of building permits for 1- & 2- family dwelling units in those jurisdictions where the soil erosion control provisions of the Uniform Dwelling Code are enforced. This Standard Erosion Control Plan is provided to assist in meeting this requirement. Instructions: i 1. Complete this plan by filling in requested information, completing the site diagram and marking appropriate boxes on the inside of this form. 2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading. Water runoff patterns can change significantly as a site is reshaped. 3. Submit this plan at the time of building permit application. PROJECT LOCATION 4� S v 7T ';� ! Please indicate north BUILDER v s W R �P� � SOS by completing the arrow. WORKSHEET COMPLETED BY - ATE Z'— a 2/ -N- SITE DIAGRAM scale: I inch = feet Lb EROSION CONTROL PLAN LEGEND PROPERTY LINE EXISTING 2 —� DRAINAGE o T FMEDRARY- TD DIVERSION FINISHED DRAINAGE LIMITS OF GRADING _.. _ . __.. _ ...... _. SILT FENCE STRAW f BALES f GRAVEL I O VEGETATION SPECIFICATION AA TREE A 10 PRESERVATION STOCKPILED Cid SOIL W J m a Indicate management strategy by checking (✓) the appropriate box. a Z Management Strategies Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). • Indicate re- vegetation method: A Seed C] Sod C] Other • Expected date of permanent re- vegetation: • Re- vegetation responsibility of: ❑ Builder ❑ Owner /Buyer • Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? ❑ Yes ❑ No Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. i EROSION CONTROL REGULATIONS Erosion control and stormwater regulations can be complex. Local, state and, in some cases, federal regulations may apply. Before construction make sure you have the appropriate permits. LOCAL ORDINANCES Check with your county, city, village, or town for any local erosion control ordinances including shoreland zoning require- ments. Except for new 1- & 2- family dwellings, local ordinances may be more strict than state regulations. They may also require erosion control on construction projects not affected by state or federal regulations. UNIFORM DWELLING CODE (DEPT. OF COMMERCE) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT: • Silt fences, straw bales, or other approved perimeter • Local building inspector measures along downslope sides and side slopes. • Department of Commerce, Safety and Buildings Division, • Access drive. P.O. Box 7162, Madison, Wis. 53707, (608) 267 -5113. • Straw bales, filter fabric fences or other barriers to protect on -site sewer inlets. • Additional controls if needed for steep slopes or other special conditions. STORMWATER !PERMIT (DEPT. OF NATURAL RESOURCES) CONTROLS REQUIRED FOR MORE INFORMATION, CONTACT • Erosion control measures specified in the Wisconsin • Department of Natural Resources, Storm Water Permits, Construction Site Best Management Practice Handbook. P.O. 7921, Madison, WI 53707 -7921, (608) 266 -7078. • Measures to control storm water after construction. For more assistance on plan preparation, refer to the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through the State of Wisconsin Document Sales, (608) 266 -3558. Erosion Control for Home Builders (GW0001) can be ordered through Extension Publications, (608) 262 -3346 or the Department of Commerce, (608) 267 -4405. A PDF version of Erosion Control for Home Builders (GWQ001) and Standard Erosion Control Plan are also available at http: // clean- water.uwex.edu /pubs /sheets This publication is available from county UW- Extension offices or from Extension Publications, 45 N. Charter St., Madison, WI 53715. (608) 262 -3346 or toll -free (877) 947 -7827. A publication of the University of uw Wisconsin— Extension in cooperation with the Wisconsin Department of Natural Resources and the Wisconsin " "'" F ALcns /on Department of Commerce. ©1999 by the Board of Regents of the University of Wisconsin System. Send inquiries about copyright permission to: Director, Cooperative Extension Publications, 201 Hiram Smith Hall, 1545 Observatory Dr., Madison, WI 53706. University of Wisconsin- Extension is an EEO /Affirmative Action employer and provides equal opportunities in employment and programming, including Title IX and ADA requirements. GWQ001A Standard Erosion Control Plan for 1 & 2 Family Dwelling Construction Sites A Printed on DNR WT- 458 -96 R- 02- 02- 2M -10 -S Editing and design by the Environmental Resources Center, University of Wisconsin- Extension. to recycled paper W J m V a Indicate management strategy by checking (✓) the appropriate box. a Q Z Management Strategies Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized by seeding (between April 1 and September 15), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). • Indicate re- vegetation method: Seed ❑ Sod ❑ Other at of permanent re-vegetation: Expected date P p 9 • Re- vegetation responsibility of: ❑ Builder ❑ Owner /Buyer • Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? ❑ Yes ❑ No Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. Trapping sediment during de- watering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the height o f the barrier. • Breaks and gaps in sediment fences and barriers will be repaired imme- diately. Decomposing straw bales will be replaced (typical bale life is three months). ` All sediment that moves off -site due to construction activity will be j cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. F l I •� ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ■ w onto* ST. CROIX 1101 CaRnidhael Road CENTER Hudson, WI 54016 -7710 Phone: (715)3864680 Fax (715)386 -4686 Fax To: i` From: Fam 6 fl , �'yp Pages: e kPmt Phone: Date: c3�2-0/6 -, Re: �� d g e or� c,5m / ri mar& Cc: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle • Comments: • . � �� , �.i'y � P�� �i eg Lt,� Ff c,� � �" � 5li t c�� t'�v�� f� Dr of Cammeme SOIL EVALUATION REPORT Pase 1 _, 3 awwon of saieb and BuNngs in accordwcm YM Cantu 85, Ws. Adm. Code county St. Croix Attach owome aide plan on paper not leas x It irti;h Mari must kidude, but not Winked to: Vertical and poled � and Panel I.D. percent abpe.wAdeordimenslom,no Ioca tormwe troad. pending Dab Please in 1 ;� Peniwar weemwom You Provide mry be aeoondaiY PuPIC (Privacy i. t .04 (1) (m)) L Pmproww 5 200 ZLodt Location Jim Pidgeon OAX NE 114 SW 1k s 30 T 30 N R 19 Z(w)W y Oz 's Adder Ct1TY # 337 / Bbdc # Subd Name a CSM# . Rd. "E '3 na csm 7 lD S1116e zo ❑ City ❑ Viiage ZJ Town NewaO Road Houlton, WI. 54082 ( r ` St. Joseph I Ct . RD. "E" (� New Conaf action Ilse: [R Rsaidendai J NwrAw of bedrooms 4 Code derived deefan flow Me 600 apo 0 Replatownat ❑ Pubic or carmr ordW • DawMa: p glacial dr ` fi t 12� `4 l So lk ✓ 1Y PWdpkM wwationifappicabie na fL Gerlerai oorrirrrerrb at `-° �i ✓ l�'� �oCw��fln ` o 13M system el. 98.30' �� r f ,� dtuz. a N vtl s v r10 - r o F -1 I Boring # ( pitdrig Ground surface ew. 102.3 Depth to iimitirg factor +8 5" in. Rate }{Drawn Depth pa+r*W* C40UX Redox De9aip5ari Texture Strue"a commence ewnfty Roofs in. Murseil tZu. Sz. Cont color Gr. Sz. Sh. 'E1f#1 '042 1 0 -17 10yr3/3 none sil 2msbk mfr cs 2f .5 .8 2 17 -35 10yr4 /4 none sil 2msbk mfr gw if .5 .8 3 r r 35 -85. 7.5yr4/4 none sl 2csbk mfr na na °.5�' .9 Boring 0. ® Pit Ground wrilai a ew. 101. ft. Depth b pnli8ng facts +86 SoN Rd$ HA= NO Dorninaitcolor Redox Defaa"on Texbne Sfruckwe Corisidowe Bowrdary Boob OPD11E In. Mufaei tau. Sz. Coat C-dw Gr. Sz. Sh. *M1 'ER#2 1 0 -9 10yr3 /3 none sil 2msbk mfr gw 2f .5 .8 2 9 -19 7.5yr4/4 none sicl 2msbk mfr gw if .4 .6 3 19 -36 7.5yr4/4 none ms Osg mvfr gw na .7 .1.2 46 -86: 7.5yr4/4 none sl 2csbk mfr na na .5 ..9 I t T • Ef&MM* 01 = BW > 30 1 220 ngtL and TSS >30 a 150 nVL ' Ef flue n t 1X2 = BOD < 30 mg/L and TSS 130 nvIL COT Nerve Forme P" Sigrrehrre 07 CST Number Gary L. Steel 02298 Date TOaphone Number 1554 200th. Ave.r New Richmond, WI. 54017 8 -11 -2000 715- 246 -6200 II f propertyowner J. Pidgeon Parcel ID# pending Page 2 _ of 3 a Boring # E] Boring ® Pit Ground surface elev. - —.9 ft. Depth to limiting factor +86 in. 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 I 'Eff#2 1 -10 10yr3 /3 none s1 2mgr mfr cs 2f .5 .9 2 0 -20 10yr4 /4 none s1 2msbk mfr 9w if .5 .9 3 6 -86 7.5yr4/4 none sl ) 2msbk mfr na na .5 .9 1� 4] Ong # ❑ Boring ® pit Ground surface elev. 102.5 ft. Depth to limiting factor +88 in. Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r*Eff#1 'Eff#2 1 -8i 10 r3 3 none 2m .82 -27 10 r4/4 none sicl 2msbk mfr w 3 7-`fi2 5yr4/4 none sl 2msbk mfr if . .9 4 2 -68 7.5yr4/4 none sl 2msbk mfr na na 1 .5 .9 s Boring # C] Boring 17 ED Pit Ground surface elev. ft. Depth to lurriting factor' in. Soti licadon Rate Horizon Depth Dominant Color Redox Desc Texture Structure Consistence Boundary Roots GPD in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 1 220 mglL and TSS >30 =150 mg1L " Effluent #2 = BOD < 30 mg/L and TSS < 30 rrg& you need assistance to access services or service provider and employer. If The Department of Commerce is an equal opportunity e p Y need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 2648777. SE D4330 M&WO) r STEEL'S SOIL SERVICE L. Steel Gary ,lames Pidgeon 1554 200th Ave. CSTM2298 NE4SW4 S30- T30N -R19W New Richmond, WI 54017 MPRSW -3254 town of St Joseph (715) 246 -6200 lot #6 -csm N 1 =40' BM.= top of survey stake @ el. 100.00 Alt. BM.= top of 1 pvc pipe C el. 103.10' J� p ' 4 Gary L. Steel 8 -11 -2000 3 s R f __� 701067 / APPROVED KATHLEEN H. MALSH S REGISTER OF DEEDS T. CROIX COUNTY ST. CROIX CO., MI jl%nninq Zonina and D•h• 11—inne RECEIVED FOR RECORD DEC 0 5 2002 12/05/2002 11:30AN If not recorde F � EXEMPT # O CAT D JOSEPH, ST E NE OF TH NA�O��B�LOT 2 OF CER TRANS FE E; 13.00 URVEY MAP RECORDED IN VOLUM 7, PAGE 1829. D (��� COPY FEE: E: 0v 0 v �OaOQ p�o CENT COPY FEE: -- - --- -- (�Q _ _ _ �� PAGES: 2 W1/ 4, 0 ER C.T n n p E11/4 CORNER SEC j �"� E a SECTION 3 I - - - - - -- ,csT- w1MT•174CIN - - - - - -- —�— — ' — — (Sea "59'55 "E 395.28) lbW5 41a'vT5-5-oa.ot� 'L, se9.55'49 "E 58940'40 " 395.17' 10 S89 0 40'40 ' W 1652.67 229.17' ; ! ; too.00' 44.44' 25.17 O N C 66 mj 33' (S 50'5 "E Q Z N IS EASEMENT�L.. . -..i w 0 SOO °19'20' 40 Q- O 86.00' N89 "'40 "E 0 U 4 O Z a co w ., ..................... �... p Q P F p �i O 3 O TN / �. 0 Q N of w O ¢ 3 O Y D �6 ` _ i r N r- D 'a wer Z Z Z O V WELL l LANDS j a 0 D - w p < ` IN FO Z O'L O 0i < N HOUSE '.I W O IL g 0 g o m,m w ?� ¢ S M w ° O ° x 8 I= X 6 0 J 2 a v D \ t (7 W Z • 0 LOT 4 0 m "< 5.00 ACRES O `' 8 217,986 SG. FT. � 0) Wes `.. t cm \ t ' 0 LANDS N ` W NOTE: aN •� •� ' LOTS MAY BE a (0 \ 66' W w SUBJECT TO FUTURE tNOQ b, SPECIAL uei� i �m ASSESSMENTS FOR ANY UPGRADES AND pN rZ IMPROVEMENTS TO m N THE ROAD. 2N Cv Z V O 689 °42'24W 374.30' 0 d �Oa 9 d04 - -3 +011.:,,. d04 M ------ - - - - -- PREPARED FOR: a _ ��` o ° o - - -- - o JAMES PtDGEON 337 septic area TO RD 54 082 g LOT 5 ' HOULTON, WI 54 �— m 4.70 ACRE SURVEYOR: 2 ,664 SO FT. W o DOUGLAS J. ZAHLER LLJ S & N LAND SURVEYING, INC. U` e 2920 ENLOE STREET "' Z_ O HUDSON, NA 54016 J Q N - O N89 °42 - 2WE 440.59' (Ne9"59'55"w "0.00') OM�d05� Z�L�L°�l Oo [ G�IG7�4G G�G°�dC� _ SHEET 1 OF 2 SHEETS THIS INSTRUMENT DRAFTED BY BRIANA GEISSINGER DATE 11/06/02 JOB. NO. 621 01 Vol. 16 Page 4421 POO Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 of 3 Division &Safety and Buildings in accordance with Comm 85, Wis. Adm. Code ?— County Attach complete site plan on paper not less than 8 �k 11 ir>Chds in b n must St . Cr oix include, but not limited to: vertical and horizontal re nce pant (lw dl nd Parcel I.D. percentstope, scale or dimensions, north arrow, and location an jlstance to. 0 t road. pending \ ' . , Reviewed D Please print all lnformat/opy ;,,!� i Personal Information you provide may be used for secondary purposes (Privacy Law, s 1 15 (m)). � 03 3 Property Owner lion Jim Pidgeon JT cRUIX Govt i�Qt NE 114 SW 114 S 30 T 30 N R 19 JE((x) W P Owner's Mailing Address Zt� 65k OFFICE L Block # Subd. Name or CSM# 337 Cty. Rd. "E" na csm City State Zip Code Phoft Nor City El Village E) Town Nearest Road Houlton, WI. 54082 (715 ) 9 St. Joseph I Cty. Rd. "E" ® New Construction Use: ® Residential / Number of bedrooms ___ 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material glacial drift Flood Plain elevation if applicable na ft. General comments and recommendations: system el. 100.50, based on contour line el. of 99.50' n.of be 5uhr� '4 Clot -neh/ z v� i.a _5' L"e'c l cf • The a � a <-a �`-r►. �a/ d t iA AAam. ' :.Co �f -r%f , ice r� n. vn Bo" # p Borin 1 ® Pit Ground surface elev. 9 9.90 ft. Depth to limiting factor 30 ! in. Soil • 'on 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 1 -7 10yr3/ 3 none sil 2msbk dS cs 2c .5 .8 2 -17 10yr4 /4 none sil 2msbk dsh gw lm .5 .8 3 1 17-30 7.5yr4/4 none sicl 2csbk dsh gw if .4 .6 4 0 -55 7.5yr4/4 c2d 7.5yr5/6 sl 2csbk dsh na na .9 a Boring # ❑ Bow ® Pit Ground surface elev. 99.90 ft. Depth to limiting factor 44 in. Soil cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. *Edf#1 'Eff#2 1 -10 10yr3 /3 none sil 2msbk dsh cs 2c .5 .8 2 10 -22 10yr5 /4 none sil 2msbk dsh gw lm .5 .8 3 22 -44 5yr4 /4 ,_,, none - -. scl 2csbk dsh gw if .4 .6 4 44 -60 10yr5/4 c2p 7.5yr5/8 sil M na na na .0 .2 Effluent #1 = SOD > 30 < 220 mg1L and TSS >30 < 150 mg/L uent #2 = BO : 30 mg1L and TSS 1 30 nV& CST Name (Please Print) Signature . CST Number Gary L. Steel Address Date vatuativn ed Telephone Number 1554 200th. Ave.,New Richmond, WI. 54017 8 -11 -2000 715- 246 -6200 Property owner J. Pidgeon Parcel lD # pending Page 2 of 2 F Bodng # ❑ Boring Pit Ground surface elev. _ 98.7 ft. Depth to limiting factor 37 in. Soo Appilcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 `H(#2 1 0 -9 10yr3 /3 none Sil 2msbk dsh cs 2c .5 .8 2 9 -17 1 10yr4 /3 none sil 2msbk dsh gw lm .5 .8 3 17-281 10yr4 /4 none sicl 2csbk dsh 9w if .4 .6 4 28 -37 7.5yr4/4 none sl 2msbk mfi yw na .5 .9 5 37 -55 5yr4/4 none scl M na na na .0 .0 F-1 Boring # ❑ Boring ❑ -- Pit Ground surface elev. ft. Depth to limiting factor in. Soli Appl cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munseil Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 `Eff#2 ❑ Boring # Boring Ground f l ft Depth t limiting ft i ❑ Pit roun surface elev. . epo mng acor n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munseii Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 I `Eff#2 ' Effluent #1 = BOD > 30 1220 mg(L and TSS >30 < 150 mg& ` Ef fluent #2 = BOD < 30 mglL 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. sen- aawtre.doo) STEEL'S SOIL SERVICE Gary L. Steel James Pidgeon 1554 200th Ave. CSTM2298 NEgSW4 S30- T30N -R19W New Richmond, W! 54017 MPRSW -3254 town of st Joseph (715) 246 -6200 lot #5 -csm N 1 " =40' BM.= top of 1 pvc pipe C el. 100.00' Alt. BM.= top of 1 pvc pipe C el. 101.90' v 2` q �- fi � � A 0 +� I 4 !�J Gary L. Steel 8 -11 -2000 i A6mv N__ __ 0 k Nj a N.. M 4 ME. _.Fim..... o 33 l 3x t.J.Su Ali ONEK t�ev' I03.) 0 Qy p fl v 1 i Q , 1A) ou F; Itta tiarly P L. I s o , C I M — to p 0A Sucw St L Sov TN 0f :::, a 1. V o = ) u u . o S-e--�- C V� Ga"x s4e{ 10 N c C C C __ 9 8 30 ° ° °' c E W o N x r vi �...._ . . AA A /' >. • U E — _Q .0 (0 i . . ca E E v t N x cm C9 (n r N ° 11 C o _ o , Q- N Q. � I O L i � ° p >+ N 5 -0 L� Q l I co ��, x co ' c�- � 'N a t U J 3 x >, r c _ V O J LL O= i 05 05 CL : ,.. V / .t. - _ / r/ f a/k- -S d e a)i in e rs N o N1N1L" 33� 3 - TxsNc�os Alt QfteK T� I "PVC ��ev' 103.) V • Qy p 1133 -� I Q' y O 3 Ben��v►�, yAls��'�� S�' vM QJA 1001'; fierc e I$ ' 6 rna� z lop � Su ��e� Sfip� V-w )uu_o cn � 3 �, 0 0 o ° ` rn - -- (o ZD w ` E C ` c? 0 44 c c (d C a) x In vi LO AAA - - -- N E E C t x 0) m �1 -s - _ N W (v > c r ro0 0 O C C p iQ � co r -- 3 p `Lt p j U (o o a� o F cn U >,� CO (n o 0 n U W c I : C Q 1. ros � ,E. N� cu x - - - -- T���Y v x l 1_, 3 L a) _ L Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 4a O Number of Bedrooms 3 Design Flow - Peak (gpd) 4 Estimated Flow - Average ( pd) 010 Se tic Tank Capacity (gal) OU U Soil Absorption Component Size (ft 13 Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak ( pd) Maximum Influent Particle Size (in) 6 1/8 Maximum BOD (m /L) a;tu 220 Maximum TSS (mg /L) )so 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service one every 3 years Outlet Filter Inspect once a year and clean at least once eve ears Soil Absorption Component Inspect once every 3 year Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs dire tly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386 -4680 Boumeester & Sons Excavating 386 -9020 Tri- County Sanitation 386 -2130 I I 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer r P ti yV h N so P q � g Mailin Address p d Z Z AI f, � Property Address - ,4 tid (Verification required from Olanning Department for new construction) City/State & 41Al Lf Parcel Identification Number 30 - /06'7 - `7 - LEGAL DESCRIPTION Property Location N `` /4, ' /4, Sec.3 d , T30N -R_W, Town of U `� Subdivision C Lot # . Certified Survey Map # 70 / D , Volume Page # Warranty Deed # '7�� , Volume , Page # Spec house ❑ yes CR no Lot lines identifiable N yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman 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. 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 Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days o e ffi 1 � ye az piration date. SI ATURE APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the pro des ' d abo , by virtue of a warranty deed recorded in Register of Deeds Office. / ldy /ate SIGNATURE OF A3PLICANT DATE «r « «• « Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. sa Include with this applicAtion: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed I I r — 1 2089 202 710 3410 � r KATHLEEN H. NALSH STATE BAR OF WISCONSIN FORM 2 - 1999 REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., MI RECEIVED FOR RECORD This Deed, made between James B. Pidgeon and Carolyn J. 12/23/2002 11:50AH Hallbeck- Pidgeon, husband and wife, EXEMPT It REC FEE: 11.00 Grantor, and Glen E. Johnson 641'1' TRANS FEE: 420.00 COPY FEE: 2.00 CERT COPY FEE: PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area Lot 5 f Certified-Su filed December 5, 2002, in Volume 16 of Name and Return Add ss e ' ted Survey Maps, Page 4421, as Docume No. 7010 7_ located in part of the NEI /4 of the SW 114 of Section 30, T30N, R19W, Town of St. Joseph, W \ �� 1 ! St. Croix County, Wisconsin; being Lot 2 of Certified Survey Map recorded ( 4 L e C �o .. in Volume 7, Page 1829. tq c 373 � �-2b b�pr 30 - /'0 'y -) - 95 -� Parcel Identification Number (PIN) This is homestead property. (is) CCOQ Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of December 2002 • James B. Pid eo + Carolyn J. Hallbeck- Pidgeon AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) t ) ss. County ) authenticated this day of ' / 3 Personally came before me this t y of Alone M BaFFE)r, December 1 2002 the above named James B. Pidgeon and Carolyn J. Hallbeck Pidgeon, husband = Notary Rublic and wife, TITLE: MEMBERSt% SIN — (If not, to me known to be the person(s) who executed the foregoing instrument and ackwwledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY + . r Attorney Kristine Ogland Notary P9blic, State or W isconsin Hudson, WI 54016 My Commission is permanent. If not, state ` expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) /1 - I �- A ' " ("., ) • Names of persons signing in any capacity must be typed or printed below their signature. Information Proreaslonals c ompany. Forty du Lac, Nn 800 -M-2 . 021 WARRANTY DEED __._ -- FORM No. 2 - 1999 ( g) - CERTIFIED SURVEY MAP LOCATED IN THE NWI /4 OF THE SWI /4 AND THE NEI /4 OF THE SWI /4 OF SECTION 30. T30N, R19W. TOWN OF ST. JOSEPH, ST. CR•OIX CO., WISCONSIN. OWNED BY: ARVADA TONEY NOT.Ei BEARINGS ARE REFERENCED 708 SCHIFSKY ROAD TO THE WEST LINE. OF THE SHOREVIEW, MN 55126 SWI /4 (RECORDED BEARING). N � — � Z ® M ap ow-' �O c I c z zo �� �MftN C. S. 6I ' . .3 ..F''.':." � iw I min <a mom ` ry ° �� l01 (A Hm m �� �►� SO 10 20� W - 0 ( �� m° A ��'� 7► ,,, 200 : 91 ...... �m c ♦ .... ............................... I o o z = 0 / .... _ _ 20., +� t• 1, 45' o c c rnm -o < �> ^ r Z 0 °o NO ° 10 20 E a I `im z t^m �C G� m mA s 0 ti oi 2 0 0.91 D � �Ds � 0 CO � , > C v� Q N m I Uf ao ( ° i. 1 •' �m •SON 5 /-� ; A v y N, ,, „ : � O _ Zi z 4 I� Z - O x C& E► s `� 9 / w w �— ` SO°00�05" W I v N to 3m 5.00 I v A D AO ' m - o' eD 1 0 0 O m v i a C) I c z x M y N O m . c m _ A I a v m 0 1 ro 45[:P m N 0 y O P .� I f m y N0 ° E 962.24' '= m x 1n z _ . A 0) O w M .0 c N O � C O ' Z Z to a 0 ° ' (D APPROVED `°- w O t0 tr . I m r ° D O N-4 N t.11 1 t l A y O 4a ` • �' JUN 12 1987 --� m m Z m . m y� r_ :v ST. CROIn COUNTY COAPREHENSIVE PARKS PL$SNM O N m AND ZONING 00461M 1 �` SO °0005 ° W 20.00 + 45' c a 0 NO ° E 942.24' °- 1 0 a 3iy .D N DA -1 tt n D M O VV I ; -In 0 p� •Z iiD xx]DDm C tun — i N�� aO' 2 0 2 cZ+ n ,_IZ O O 02 tDO N Wt0 CZ"� ;- o •v ° o �� m v° cA m ^ v<�rm m r I mo Z m m� 0 • v' y y T y D aD �: A V_ N' — � i � r' r ° �� � 'O s 2^ 2 toy m m y W W Q D . m: I I i ; O w t0 t D T�a o �u m z c Z y a0 q zv c- o Nto A z = _ amoD o ° zo ,° q o a►w z o m ,,, n Amm I zOP ° z o e a o N a u y� m °zw y O ` m m m y o N N e: M n N -40 � A W D I I O ni W V, O p<=m I + 'm o J to ! - : M 60.12' _... ® ....... ...... SO 3659 ° W 929.93' I 50 t I UNPLATTED LANDS N -S QUARTER LINE SHEET .I OF .2 87 -141 THIS INSTRUMENT DRAFTED BY thL�►4a�ow Volume T Page 1829 1 CERTIFIED R o P LOCATED IN PART OF THE NW1 /4 OF THE SW1/4 OF 3EC O, , R19W;\T0 OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; BEING LOT 2 ��// OF CERTIFIED SURVEY ECO.F�D 1 V/ L 7 ,, PAGE 18 nn L. © I �°coUl'N° LO4 G5 �o U -- o CS WO U- W1/4 CORNER " E1/4 CORNER SECTION 30 0. T. H E EXISTING V SECTION 30 b- - ------------ - - - - -- f CENT EA - WES 1/4 LINE r 889 °55'49 "E tom- N89 °55'49"W 390 '� S89 40 40 165 2 . 67' S89 °40'40 ' W 395.17' m ° ' V 66.00' 229.17' w 7 44 P O z b LOT 4 m P '2o"W N 3.266 ACRES r O 0 Z N JOINT ACCESS 142,244 SO FT Z t w 88°.41'40° 0 0 ........... Z ....... ............ 77.69' 0 p ` p � cy IL W Z bD , . / WET = 3 0 0 IL 0 0 a M 0 m LANDS I- LL V W ZW Q ® \ Ot� Z �W a ¢a 3 1 °2 a W Z_ Z m 0 H HOUSE 1 V F W a (7 w z v � 0 N I c WW J r �� xm 0 Z I a W NW r r r I 3 LL LL N WO r �� 1 a N 0 Ip N R N N F- ch ® • O N S� �. I N O 0 Z 6 t0 Z c \ a Ed 0) WET I o 8,4reg-0 IV \ 1 . h r Z S ?g V \ Lo N N �II i g 08 7g8, \ N 0 i I rg'oz" ♦A Off Q N -4 d I a Og, N89 °42'24 "E 151.89' ° N -4 N► 1 a+ W N O tis8° A-6. I `` e> �b 10' EASEMENT FOR cy g��o \ \ F COMMON AREA ¢ 3� y 3 ' O ----- ----- ----------- d04 �3 �o�oUl'No �LnJ I I^ a� --O - - �cyJ ° LOT 5 c i i o �" LOT 6 3.232 ACRES N 1 I m 140,786 80 FT W I I N 3.205 ACRES ° C . j NO Q 139,611 SG FT OWNER M •- g 3.066 ACRES EXC. ESMT 3.038 ACRES EXC. E8T ��vv I I W JAMES PIDGEON 132,327 80 FT b j I� p 133,348 80 FT 337 CTY RD "E" O OZ HOULTON, WI 54082 Z I 0 5. Z 43.00' I I N its- 0 100' HOME SETBACK 100' HOME SETBACK - --Q- -Q ------- - - - - -- 100' EASEMENT FOR WTI i COMMON AREA - NO ACCESS TO O V- - 30 30' I - * GOLF COURSE r I i 1*' gl I 0 222.52' Z r l I 218.07' 172.52' 50.00' 50.00 168.07' SCALE IN FEET 1" = 100' N89 0 4224 "E 440.59' Tm OM4d04 � - - - -- 100 . 0 100 200 pRA4 OLD �G�04C GLe1C�dC