Loading...
HomeMy WebLinkAbout030-2034-50-300 q o a � I I r.. O O N ti I I O Z N C Z O � lL C O Ti Q I O N Z I C 0 o M W I' a m N h Z CD O O Z dt r 1 � O fA I- r (D Z E th • O . L Z Z O 0 O p N Z M U) N � is Y d - = (o CL ro O � 0) C: 2 O 4 c 7� N LO N N N O �v Z co > h- ►- V N FL N 7 O N II = rn rn v) J U (D M rn -0 C ) 0 j 0 0 .-. O O Q in co E N L O O _ -s > m CL ll� 'O N N� N O •� N O N N th " o0 3 (D w c o o � F c @ o 0 0 y c o 0 w M 0 ° N N f._ N_ N O C .� • L" N O O m N N U) ~ M� Y M CY p> O p U a* ° a • ca CL a .� m a; c E A v a t o N c0 PARTMENT OF RE PORT ON SOIL BORINGS AN D SAFETY & BUILDINGS ADUSTRY, _ DIVISION .ABOR AND PERCOLATION TESTS (115 MADISON WI 3707 HUMAN RELATIONS (ILHR 83.090) & Chapter 145) LOCATION: SECTION: TOWNSHIP /�Y: LOT NO.:BLK. NO.]SUBDIVISION NAME: NW 1/4 24 /T 30 20L W St. Jos 3 n/a n/a SE 1/4 R' COUNTY: OWNES /� NAME: MAILING ADDRESS: St. Croix Steve Skoglund 149 Nigh St., New Richmond, wi. 54017 USE DATES OBSERVATIONS MADE NO. BEDRMS.: COMMERCIAL DESCRIPTION: PROFILEDESCRIPTIONS: PERCOLATION TESTS: Residence 3 n/a RiNew EIReplace 6 -18 -91 n/a RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN- GR PRESSURE: SYSTEM -IN -FILL HOLDING TANK: RECOMMENDED SYSTEM:(optional) S ❑U E S ❑U u S ❑U S 7U E] S n split level trench E RAT: If Percolation Tests are NOT required DESIGN If any portion of the tested area is in the under s. ILHR 83.09(5) (b), indicate: class 2 Floodplain, indicate Fl elevation: n/a I� decimal' PROFILE DESCRIPTIONS page 33 JsB BORING TOTAL DEPTH TO GROUNDWATER - INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTHM ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- 1 7.08 102.30 none >7.08 1.00bl.l. .83bn.sil. 5.25bn.s.1. 2 7.17 102.98 none >7.17 .75bl.1. 1.00bn.sil. 1.50bn.s.1. 3.92bn.l.s. B B- 3 7.08 101.39 none >7.08 1.00bl.l. 1.08bn.sil.1.00bl.s.1. 4.00bn.l.s. 4 7.00 99.15 none >7.00 1.17bl.1. 1.00bn.sil. 1.83bn.s.1. 3.00bn.l.s. B- B_ 5 7.16 99.15 none >7.16 1.00bl.l. 1.08bn.sil. 1.83bn.s.l. 3.25bn.l.s. B- •�� PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RA UT NUMBER INCHES AFTER SWELLING INTERVAL -MIN. PERIOD 1 PERIOD 2 PERIOD3 PERIOD PER INCH P- - y P- P- p_ see asign rate C✓ P_ N P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or dis%n e Describe what ark hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borin nd the direction percent of land slope. 98,9 =upper trench SYSTEM ELEVATION 97.39= lower tren ir r E E F E r o f 1 E , .. - T N E s .fir° E 3 E E E i ' j _ _z___ I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (print): TESTS WERE COMPLETED ON: Gary L. Steel 6 -18 -91 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): 1554 200th. Av e. New Richmond wi 54017 2093 7 - 246 -6200 CST SIG RE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR -SBD -6395 (R. 10/83) — OVER — V L E T a N G F 0 P "A I xk. L '9 lei X PJU 6, PL EASL 3 B i A >0:'S J: X, J, I ' sign z:ho t ct ' rn a I o Lv lst E JS i� E E i 7 H I E LOCAL !',VJ'lH0?MTY V�TFW"""' 30 Cl ION, I"'- I'll I ' T i N -S R T I F 1 1 1" 1 -RS i J z TO THE OWNEEIR �-nw;t may iQqu�'Slt SY'Stk-iY-D e, obta ) a AUG i 9 i9'98 58458'7 a ' ST. CROIX COUNTY 6 AOG O 199a 2 SURVEYOR'S RECORD wTMe H WN-SH Z St.CtolxCo•,WI '� �w 3 CERTIFIED SURVEY MAP ` ( 's LOCATED IN PART OF THE NE1 OF THE NW 14 c-n °off OF SECTION 24, T30N, R20W, TOWN OF ST. JOSEPH, 0-N ST. CROIX COUNTY, WISCONSIN, BEING PART OF LOTS di z Q 2 AND 3 OF CERTIFIED SURVEY MAP RECORDED IN w ; VOLUME 10, PAGE 2799. � o OWNER w Q w NOTE This Certified Survey Map was prepared VERNELL A. SKOGLUND Z m to show the remainder of Lots 2 & 3 of 149 HIGH STREET cn N Certified Survey Map recorded in Votume NEW RICHMOND, WI 54017 Z cn 10, Page 2799, after highway aquisition as Q a described in deed Votume 1313, Page 076. w0 m Z N NW CORNER (N01'28'32 "E SECTI 2 � EXISTING CENTERLINE N1/4 CORNER GF 150TH AVENUE (5.4 82') _ _ _SE CTION 24 S89 °53'01 "W S00'08'45"W S 89 °53' "W (SB8 ° 31'28 "E) 1500,85' 5.5 LINE OF THE NW1 /4 110085' (1100,869') Ld I SMALL o d . 56 yw E wIDlN 1 TRACT , o� 8 RiW CD I CD X 0 - - -- L❑T 5 ❑T 6 ru 2.610 ACRES (113,694 SQ. F > L0 z 2,519 ACRES (109,742 SO. FT.) C6 �.0 ° LOT_ o LOT _3 w LOT 4 w ti��o oo\ C IN _V. 0,_ PG_ 2799 0 C) w a � ~ \V10 LJ N LEGEND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND D� � V 0 1" IRON PIPE FOUND O 1" X 24" IRON PIPE SET WEIGHING 1.68 LBS. PER LINEAR FOOT / \ / . . • . • • . . 100' ROADWAY SETBACK LINE \ Q � `q ' PREVIOUSLY RECORDED DATA <S88 31 28 E> . SCALE IN FEET 1" = 100' • 0 100 200 300 VOLUME 12 PAGE 3499 a \ ,o4t,?"� Pry zoo ze.;r e l FILED • • c9 ~ 1994 e 0 LAMES O'CONNELL Q c3� ? Q (� Register of Deeds 519921 ,�`3` la St. Croix co•, WI CERTIFIED SURVEY MAP Located in part of the NE4 of the NWo of Section 24, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin. 1 I �MAL` --- - - - - -- - - - -- TRACT , i I ` 0L L. L, G 333 I_0 i NW Corner w Section 24 _ _ North line of the NW} of Section 24. -- - w S89 01"W - S89'53' 01"W 1100.85'— 314.11 228.29 ' 1500.85' C0 0 0 1 U) C2 1 Z7 C2 ♦�1\ rt 0 LOT 2 � 3 .00 Acres rr ff ZO LOT 3 rt I 130,723 Sq. FtA� PRO, VE9 o 3.67 Acres Inc. R/W °, Ln 159,991 Sq. Ft. Inc. R/W a X 11 1 1 '9a "- 3.44 Acres Exc. R/W rn .< N 149,657 Sq. Ft. Exc. R/W m f0 Ca- to N oo a M c rt 7 \ \�\ zGrliitrJ and co o { s G r• to ` QQ,, 0 Slot r Jd _ i L o a +� \\/\ � s within 30 days of • x. LD approval dale approval shalt to s y„ 'l. CM O vn r 0 m ill Z void - k ` r Ln co \ A F ``� . er LEGEND Aluminum County Section Monument Found •j • 1" Iron Pipe Found \ 0' O 1" x 24" Iron Pipe Set, weighing 1.68 lbs. per linear foot . S CP 100' Roadway Setback Line OWNER f �,• Vernell A. Skoglund �`si ti0 �� , Stephen L. Skoglund s 149 High Street / 'd' „�O'' New Richmond, Wi. 54017 �� M � �Q Y F o/ % �,\/ / Scale in F eet � � i 50 0 100 200 . ..2,. 10 FPGE 2799 j ST. CROIX COUNTY ZONING DEPARTMEN., AS BUILT SANI'T'ARY REPORT Owner `�� RrC7 n 1 Property Address � City /State I 9 i' v .�, �z,.... zo Legal Description: wuvt;vi Lot „ G Block Subdivision/g ' ,d-- 1 /4 !,L '/4, Sec, TAN -I2_ • _W, Town of PIN SEPTIC TANK -- DOSE CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer Size ST/PC/ ! Setback from: House, Well _ P/L M' Pump manufacturer Model 1. y7.iit Alarm location (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: ZgaA),o Width _� Length y— Number of Trenches Setback from: House , Well x zs P/L �7L/ Vent to fresh air intake ELEVATIONS Description of benchmark a Elevation Zx Description of alternate benchmark , Elevation T I� f� rP, f Building Sewer �! T_5 ST/HT Inlet ?R, 79' ST Outlet PC Inlet 91, 7 .t PC Bottom 9-,�,y� Header/Manifold xee.,a Top of ST/PC Manhole Cover Distribution Lines O zeo , ,b , `� — O ( ) Bottom of System () 99.9, () ( ) Final Grade () () ( ) Date of installation Pe it umber ..f _Z k E2:DnZ State plan number Plumber's signature License number, 2 l- Date Inspector 1 Complete plot plan Y TI E: Please provide the following: : C p g • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. L L VIEW INDICAT NORTH ARROW Wisconsin Department of Commerce Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT X GENERAL INFORMATION (ATTACH TO PERMIT) SanitayAr§bbo.: Perso information you provice may be used for secondary purposes [Privacy vv, s.15.04 (1)(m)]. PegRbHoffA ame STEVE ❑ 1r V�l��e ilown of: State Plan ID No.: CST BM Elev.:- ll Insp. BM Elev.: BM Description: Parceldl&I 034- 50-000 U AUd r TANK INFORMATION ION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic 5 060 Benchmark /g Dosi ng L I., k5 So O V & AeLatLon Bldg. Sewer Z , 9 Holding— 40/ Ht Inlet TANK SETBACK INFORMATION &' Ht Outlet Cl �'� y TANKTO P/L WELL BLDG. V rintake ROAD Dt Inlet X7 16 Septic f S 7 ,0 Z �r Z / NA Dt Bottom Z � L Dosing ;> �6 s ��� NA Header / Man. Aeration Dist. Pipe ? Z -Z H ing Bot. System 3,0 q. PUMP/ SIPHON INFORMATI rtlf Final Grade Manufacturer a Demand 2,� �d�- 6'f 0 Model Number 3 , -LPGPM III TDH Lift ;, Lriction SyetemZ TDH - &33Ft oss Forcemain Length G Dia. F " Dist- To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Len h No. Of Tren hes PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS r DIMENSI N SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK CHAMBER INFORMATION Type O ( '��( _ OR UNIT Model Number. /� System: 0 DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) ( it x Hole Size x Hole Spacing Vent To Air Intake Length —� Dia- 2 Length � D Dia. Spacing �/ H SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed/ Trench Center Bed /Trench Edges Topsoil []Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) LOCATION: ST. JOSEPH 24.30.20.465A,NE,NW 241 150TH AVENUE - LOT 6 U -, /• I 'L r 7f PY 2 6 � e_4 e-qltl64 1 4"' e Q/ + = Q t�r� �.�� C��' 4 y 5 �— L�aS ��•�v�r ,�� %h �'l w l 'S ko�./ 6C -?f -'P SC e dVct w `' s � Plan revision required? ❑ Yes 7 No Use other side for additional information. :Z a � SBD -6710 (R.3/97) Date Inspector's Si ure Cert. No. ' t ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: e . e a E a �m a 0 e a r 9 € x r s r a a 3 € 4 3 { t t a 1 � : aaw d E a a E _ a i ...,, .:... -:w . ....... y., e = =m =m ..m.. ..,_ {:., r e.. mm P�� .0 =, ., s = e. __ a _ ... _ { ... -«..: � m =m € { r a 1 a_ F H $ e a i E g ...._ _._. ...._..... .:w t � I C 1 � L c d ., .,.. ...... Pmm m . m .. =a. -i .arowa. w;. F � 9 3 = m . .....® a =....... ._�.,® a e € _ g ee= ........_ ._ n ..,...... _ m.m..> & ....... ..........«m. A- ....a......,.,..,..d Safety and Buildings Division ,- SANITARY PERMIT APPLICATION 20 W. Washington Avenue s In r with H i m. P O Box 7302 Department of Commerce accord w t IL H 83.05, W s. Ad Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 1/2 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Numb Personal information ou rovide ma be used for seconds u ose � . Y P Y secondary purposes S ❑Check ii revision To previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Property wner Name Property Location 1/4 1/4, S T , N, (or Propert y Owne ' Maili g Address Lot Number Block Number 4 o Zip Code Phone Number Subdivision Name or CSM Number l ) _ F BUILDING: (check one) ❑ State Owned V LE] it Nea st Road Village T Public 1 or 2 Family Dwelling - No. of bedrooms Town OFD! 111 BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) R4. 3o. . 2o a5A 1 [] Apartment/ Condo bV �7rv�"7 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Ca_ r Wash 5 ❑ Hotel/ Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1. CZ New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ Repair of an System ________ System l _____________ Tank Only E stem ______________ Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 []Seepage Bed 21 N Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 []Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy 13 ❑ Seepage Pit 43 ❑ Vault Privy 14 ❑ System -In -Fill VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min finch) Elevation Feet Feet Capacit VII. I NFORMATION in gallo Total # of Manufacturer's Name Prefab. Con- steel Fiber- plastic Exper. New Existing Tanks concrete strutted glass App. Tanks Tanks S mllol"a Taa 3 Cl ❑ ❑ ❑ ❑ IN 1 Lift Pum p Tank Ip a r ❑ ❑ C1 El 11 PONSIBILITY STATEMENT I, the undersigned, assume responsibility for i a lation of the onsite sewage system shown on the attached plans. Plu b 's Nam : ( Plum ign (N s) MP /MPRSW No.: Business Phone Number: C PIV tuber'iA,ddre , ls - tStrV — t, - Cit StateA Code): lL IX. COUNTY / DEPARTMENT USE ONLY (includes Groundwater ate Issued Is A S' nature (No Stamps) ❑ Disapproved Sad itary Permit Fee 9 'pA roved Surcharge Fee) • pp ❑Owner Given Initial �� �O /� Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: I SBD- 6398 IRA 1/97) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266 -3151. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type ofpe'rmit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. V1. Absorption system information. Provide all information requested for numbers 1 through 7. VII. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/ Department Use Only. X. County/ Department Use Only. Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. ---------------------------------------------------------------------------------------------------- GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contamination investigations and establishment of standards. Safety and Buildings 15837 USH 63 HAYWARD WI 54843 -8107 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary April 27, 1999 CUST ID No.224263 ZONING OFFICE KIM A O'CONNELL ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 RE: CONDITIONAL APPROVAL APPROVAL EXPIRES: 04/27/2001 Identification Nribers. Transaction ID No. 220997 Site ID No. 171385 SITE: Please xefer to bvtlt ide Site ID: 171385 above, _in all, corresp "a oft 44 ST CROIX County, Town of SAINT JOSEPH; 150TH AVE, HUDSON 54016 NE1 /4, NWl /4, 524, T30N, R20W �� � ��� j Facility: STEPHEN SKOGLUND MOUND SYSTEM 150TH AVE, HUDSON 5401 tt FOR: DEPAFTMENT OF COMMERCE Object Type: POWT System Regulated Object ID No.: 465194 DI ION OF SAFETY AND BUfLDINGS SPONDENCE The submittal described above has been reviewed for conformance with applicable Wiscons istra ive Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 04/15/1999 /,- FEE REQUIRED $ 180.00 � FEE RECEIVED $ 180.00 CARL - J L , WASTEWATER SPECIALIST BALANCE DUE $ 0.00 Field Operations (715)634-3484, CLIPPERT @COMMERCE.STATE.WI.US 4iSNA T'.c�le' . RESIDENTIAL MOUND DESIGN INDEX AND TITLE SHEET Project STEPHEN SKOGLUND Owner STEPHEN SKOGLUND Address 321 W 1ST NEW RICHMOND W 54017 Legal Description NE-NW SEC 24- T30N -R20W Township ST. JOSEPH County ST. CROIX n �► �A/ T C Subdivision Name Lot No. 6 Conditi© na lly Parcel ID Number 030-2034-W APPROVE DEPAF.TMENT OF COMMERCE Plan ID Number ornSom OF SAFETY Alit) BUILDINGS INDEX SHEET F'R�E DENCE MOUND CALCULATIONS PAGETWO MOUND DRAWINGS PAGE THREE PRES. DIST. CALCS. &LATERALS PAGE FOUR PUMP TANK DRAWINGS PAGE FIVE PUMP CURVE PAGE SIX PLOT PLAN PAGE SEVEN Designer KIM A , NELL License Number Signature Phone No. 715 - 755 -3145 Date 411 -99 Notice: Tampering with this file by unauthorized persons is prohibited. Deliberate modification will result in disciplinary action under s. 145.10, Ms. stats. SBDA0461 -E (R.04197) Page 1 of 7 i • . �9 .. _ K : t : S:k. mow+' : t' � . •'u• i J c, ._... t...... k . '� ..� .r' i• RESIDENTIAL MOUND DESIGN Ei ht Bedroom Maximum Complete information in red framed boxes as necessary. (y or n) n Is the stem over creviced bedrock? Slope 4 % Number of bedrooms 3 Wastewater flow rate 450 gpd 11703.3 Lpd Depth to limiting factor ' 26 in 66.0 cm In situ soil infiltration rate (code) 0.4 gpd/ft 16.3 Um Contour line below the upslope edge of absorption cell 99.8 It 30.42 m Use standard fill depths? OR Designer speed depth in cm Place X In boor to use standard depths f1 Z 24, A+4 InclusNe) OR specify design flit depth. Center or end manifold (c or e) Estimated hole space r-- 4 -- g ft Not a final calculatlon. Lateral spacing L 3 t ft Minimum dose >= 10 times void volume Use a 0 lateral spacing for trenches. Pump tank elevation 87.7 ,ft Outside bottom or tank. Number of laterals 2 Force main diameter ? 2 :in Force main length 100 ft Force main actual dia. 1 2.067 lin SYSTEM SOLUTIONS Inch - pounds Metric Cell media "x" one only. Estimated daily flow ®gpd 1703 Lpd x ; Aggregate and pipe Chamber and pipe Absorption cell Design load rate & area k. 1.2 gpcvfe 375.0 ft 34.84 m Linear load rate 7�1 w gpd/ft 88.0 Lpolm Design width (A) 6 0 1.83 m Cell length (B) 63.0 y• ft 19.20 m Depth of cell (F) 9.9 in 25.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 14.9 in 37.8 cm Basal area required (gpolnfiltration rate) 1125 ft 104.52 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.4 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.3 ft 3.14 m Upslope toe length (J) 7.6 ft 2.32 m Downslope toe length (1) 11.9 ft 3.63 m Includes basal adjustment Total mound length (L) 83.6 ft 25.48 m Total mound width (W) 25.5 ft 7.77 m Project: STEPHEN SKOGLUND Plan I. D. Page 2 of 7 I .V MOUND PLAN VIEW observation pipes (typical) E J E -- W= 255ft A A= 6.0 ft 1.83m 7.77m B= 63ft 19.2m B K J= 7.6ft 2.32m I = 11.9 ft 3.63m K = Ljq.3 ft 3.14 m L = 83.6 ft 25.5 m typ. obs. pipe A X B refers to absorption cell width and length (anchored securely) J = upslope width I = downslope width K = end slope dimension s' (150 mm) T MOUND CROSS SECTION D= 12.0 in 30.5 cm lateral topsoil G H subsoil cap E = 14.9 in 37.8 cm invert 101 3 ft F = 9.9 in 25.1 cm elev. 130.88 m see note G = 12.0 in 30.4 cm D E ASTM H = 1 in 45.6 cm C33 8.0 Sys- 100.8 ft Sand Fill elev. 30.72 m 99.8 ft contour 4% 30.42 I m slope Note: Absorption cell media vWH D = upslope fill depth plowed layer consist of aggregate and pipe E = downslope fill depth or leaching chambers and pipe F = absorption cell depth as spectried eAggregate G subsoil + topsoil depth at cell wall at right. Chamber H = subsoil + topsoil depth at cell center Designer notes: If aggregate is used, it is covered with code compliant material. Project: SAN SKOQLUND Plan I.D. Page 3 of 7 PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch ounds Metric Width (A) 1 6 ift 1 1.83 Im Length (B) 63.0 ft 19.2 m Lateral specifications Number laterals 2 Holestlateral 16 holes Lateral length 60.0 ft 18.3 m Perforation dia. 0.25 in 6.4 mm Lat. dis. rate 18.64 gpm 1.2 Us Sys. dis. rate 37.28 gpm 2.4 Us Hole spacing 48 in 121.9 cm Lateral diameter Pipe diameter oeswoptions Design choice Designer must 1 in25 mm Place X in red 'X" one choice 1 1/4in/32 mm box of chosen from the options 1 12in /40 mm X X diameter. provided. 2in50 mm X 3inn5 mm X Manifold diameter Pipe diameter EMWgn options Design choice Designer must 1 in25 mm 'X" one choice 1 114 nra2 mm Place X in red from the options 1 1 rAn/4o mm X box of chosen provided 2in50 mm X x diameter 3in/75 mm X 41n /100 mm I X Distribution system contains 2 lateral(s). LATERAL DIAGRAM - END CONNECTION Place correct lateral d egrem by clicking in one of the drawings at right and dragging the dregram Wo this area. Laterals centered over & B dimension Last hole drilled next to end cap en ,I cap P A® laterals are identical I(- X � Holes drilled on the bottom of the lateral equally spaced 3 • Force main connection via tee or aoss to manifold at AN pogtt. Laterals & faro, main of PVC Seh 40 : = permanent end marker (per COMM Table 84.39-5) Inch -pounds Metric Lateral length (P) 60.0 ft ?8.29 m Lateral spacing (S} 3 ft 0.94 rrr Manifold length 3 ft 0:9t m -Hole diameter 0.25 irr 6.35 mm Lateral diameter 1 in _40 mm Number of holes per pipe 16 Invert elevation of laterals 101.3 ft 30.77 m 'M eet: STEP148N SKOGLUND Plan I. D. Page 4 of 7 Total dynamic head System head = 3.25 ft 0.99 m Vertical lift = 12.70 ft 3.87 m Are laterals the highest pant in the Friction loss = 2.32 ft 0.71 m system? Yes "x' here. L�J Total dynamic head = 18.27 5.57 m If no, what is the highest elevation Dose Volume d ownstream of pump? Lateral void volume = 12.7 gal 46.1 L Force main drain Minimum dose = 127.0 gal 480.7 L back totank? (°x" one) Drain back = 17.4 gal 65.9 L x Yes Dose volume = 144.4 gal 546.6 L No Typical Pump Chamber Layout In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC. approved manhole cover weather proof w "ming label and padlock reds levels box --"� grade levels g junction quick disconect alternate -T----- 4' vent pipe electric as per NEC 300 and . �— outlet Comm 16.2B WAC location 18" (46 cm) min. wall of pump L� approved chamber or outlet combination joint tank A 114" weep Grade levels alarm on hole as pump tank manhole - 4" min. above firshed grade pump on B necessary pump tank man. -100 mm min above finished grade vent = 12' min. above firtshed grade PUMP 88.6 ft C vart = 300 mm min. above firished grade Off elev. 27.0 m 7- Ir D 3 " (75 mm) of bedding under tank and anchor tank as necessary 87.7 ft Pump tank elevation 26.7 m bottom of tank Tank specifications: WEEKS Pump tank = 19. gal�n Pump tank volume = 800 gal Capacities: Inches Gallons A= 24.4 465.2 Pump manufacturer: lGOULDS B = 2 38.1 Pump model number: IWE0311 L C = 7.6 144.4 D = 8 152.3 Project: STEPHEN SKOGLUND Plan I. D. Page 5 of 7 1jerto e I t 1 U'4 Curves P umps 13 90 1AETLi� FEET - , -MODEL 3885 25 1— r SIZE 1 /4" Solids bo gEl 70 20 — -- -- _ 1 -- - 60 -� — WE07H 15 40 — 10 %,E - -r — - } -- - _ * -- I — i 10 OL 0 0 10 20 00 40 50 60 70 60 50 1CO 110 120 GPM L L 0 10 20 30 m +T CAPACITY lii T 1 °.;Yd . . r p .',�`t. • lw p, ' + 000LDS PUt,1PS, INC. ' METERS FEET 120 _ - MODEL 3885 35 I_ SIZE 3 /4 Solids . 110 WEISHH �� —. 1 — 100 25 — — - - i -� - - -_ - 1 - -- - 15 50 WEOSHH — .o P R 1 30 i w ^ 20 10 J! -- EH - 0- 0 1 1 0 10 20 90 40 50 60 70 , 4i0 1 W 110 1 i0 GPM 0 10 m'/h CAPACITY *1066 Opuld& PWnpa, Inc. Eowbw hny. 1yW C71�` /vim w1 ,✓n hJ,� 5- e1 must lozo /4) ,ee�s �wc � _s Y M Jet 6'6 Wiscunsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page Z of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. If APPLICANT INFORMATION - Please print all information, Re ed Date Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m)). G, Property Property Location Govt. Lot 1/4 1/4,S T 22 N,R Property OvfiWs Mailing Address Lot # I Bloc Subd. Name or CS # s� �" - City State Zip Code Phone Number y �Va, e Town Nearest R ® New Constriction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd4ft _trench, gPdt* Absorption area required bed, ft _y ys trench, ft Maximum design loading rate 1 bed, gpd/it . s trench, gpd4t Recommended Infiltration surface elevation(s) g4 r1 ft (as referred to site plan benchmark) Additional design/site considerations Parent material `�.� �/�i Flood plain elevation, if applicable ft EU = Suitable for system Conventional Mound In -Ground Pressure AT-Grade System in Fill Holdng Tank = Unsuitable for system ❑ s ®u ®s O u ❑ S CO u El s ®u ❑ s O u Os N U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cgn Color Gr. Sz. Sh. Bed Trench I Ground 1 Depth to limiting factor Remarks: Boring # 13 Ground - elev. Depth to limiting -fad in. Re rks: CST Nam �(e Pri n Signature Telephone No. Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure 2 9 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Con . Color Gr. Sz. Sh. Bed , Trench , 13 I / Gr ro ou / nd e ft. Depth to limiting factor Remarks: Boring # 3 Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # I , Ground elev. ft. Depth to limiting factor in. Remarks: I Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) asr� .�,Gx.��l,��'a'���of;�� • � i ne yo ��Ka s��� • ,�,C 87.86 � o � f Zvi I i 3� 6 1 Bm � � i , - '... i I I ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer S Mailing Address _ 5 Property Address � / �;i, (Verification required from Planning Department for new construction) SfG City /Stag: Parcel Identification Number f1 ?( LEGAL DIESCRiPTION Property Location Sec. 7-t—' T fe N -R_W, Town of Subdivision 4 , Lot # Certified Survey Map # j �T7 , Volume / , Page 9 y �99 Warranty Deed # �i y �/� , Volume _ �-� -- Page # T Spec house (3 yes ❑ no Lot lines identifiable q 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. Tlie property owner agrees to submit to St. Croix Zoning oepartment a certification form, signed by the owner and by a masterplur:rber, journeyman plumber, restricted plurnber or a licensed pumper verifying that (1) the on -site wastewat: rdisposal system is in proper operating condition and/or (:) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the widersigned 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 . three year expiration date. 3 //P /49 SIGNATU KE OF ,0PLIC NT DATE OWNE CERTIFICATION I eve) certify that all statements on this form are true to the best o1 my (our) knowledge. i (we) am (are) the owner(s) of dese bove, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF A I ANT DATE * * * * ** Any infnrmitinn that ie "w:- rrprrr;rntrd may rmsult in the sanitary permit being revoked by the Zoning Department. * * * * ** ** int'llhlt �rilh Ihi� Nltl�li�'ttlion :t .I,uul .1 411-rd flout Ihr Prj-l�,frt of hrrik offier a copy of the certified survey ntap if reference is made in the warranty deed REGISTER'S OFFICE 440'7 �� e1 820 �•r: 51;0 9. CROIX CO., W1 Recd for Record All(.' 23 19% SH ERIFF'S DEED ON FORECLOS11r2 of 8:30 A M 0 cr�0,tt THIS INDENTURE, made March 29, 1988, between Ralph E� Sheriff of St. Croix County, party of the first part, and Vernell A. Skoglund and Stephen L. Skoglund, parties of the second part. WITNESSETH, THAT WHEREAS, the Circuit Court, State of Wisconsin, held in and for St. Croix County, at the Courthouse in the City of Hudson, St. Croix County, on March 3, 1986 nunc pro tune January 29, 1986, it was, among other things, ordered and adjudged by the said Court, in a certain action then pending in said Court, between BANK OF NEW RICHMOND, 19 g Plaintiff, VS. ,BENJAMIN GEORGE, O Case No. 85 CV 285 JOANNE GEORGE, WILLIAM G. LEACH, and DR. EARL W. MONSON, Defendants. All and singular the mortgaged premises mentioned in the complaint in said action, and in said judgment described, or so much thereof as might be sufficient to raise the amount due to the plaintiff for principal, interest and costs in said action, and which might be sold separately without material injury to the parties interested, be sold at public auction by or under the direction of the Sheriff of St. Croix County, at any time after the expiration of the period of redemption, unless previous to such sale said premises and said judgment shall be redeemed in s�oK 820 the manner provided by law; that the said sale be made in St. Croix County, where the premises are situated; that the said Sheriff give public notice of the tine and place of such sale, in the manner provided by law; that either or any of the parties in said action might purchase at such sale; that the said Sheriff, upon compliance by the purchaser with the terms of such sale, r execute and deliver to the purchaser or purchasers a deed of the premises so sold, setting forth each tract or parcel so sold, and r the sum paid therefor; AND WHEREAS, neither said premises, nor any part thereof, had been redeemed, and the judgment has not been paid, and the period of redemption had expired; AND WHEREAS, the said Sheriff, in pursuance of the said judgment of the said Court, did on March 29, 1988, sell at public auction oa the steps of the St. Croix County Courthouse, City of Hudson, St. Croix County, at the hour of 10:00 a.m. of that day, the premises in said judgment mentioned, due notice of the time I and place of such sale being first given, in accordance with the said judgment, at which sale the premises hereinafter described were struck off to the said parties of the second part for the sum of One Hundred Thirty Thousand Four Hundred Twenty -Five and no /100ths Dollar ($130,415.00), being the highest and best bidder therefor, and that being the highest sum bid for same. NOW, THEREFORE, know ye, that I, the said Ralph E. Bader, Sheriff aforesaid, by virtue of the said judgment, and of the statute in such case made and provided, and in consideration of -2- fill 820 to "t 5 . the said sum of money, so bidden as aforesaid, being first duly` paid by the said parties of the second pai.t, the receipt whereof is hereby acknowledged, have granted, bargainsd, sold, aliened and conveyed, and by these presents do grant, bargain, sell, : alien and convey unto the said Vernell A. Skoglund and Stephen L. Skoglund and to their successors, heirs anA assigns forever, all the following described real estate: See Attached Legal Description Marked Exhibit 'A". TO HAVE AND TO HOLD, all and singular the premises above mentioned and described, and hereby conveyed, or intended to be, unto the said parties of the second part, their successors, heirs i and assigns, to their only proper use, benefit and behoof, FOREVER. IN WITNESS WHEREOF, the said Ralph E. Bader, Sheriff as aforesaid, hath hereunto set his hand and seal the day and year first above written. SIGNED, SEALED AND DELIVE D IN PRESENCE OF: (S. ) Ralpfi E. Bader, Sheriff, St. Croix County, Wisconsin -3- , • - B��K 820 STATE OF WISCONSIN ) Ss. COUNTY OF ST. CROIX) On March 29, 1988, before mo- came the above -named Ralph E. Bader, Sheriff of St. Croix County, to me known to be the person and officer who executed the foregoing instrument, and acknowledged that he executed the same as such Sheriff for the uses and purposes therein set forth. Q u ary Publ c, 9tate of W,I %r" i My Commi on: y �- d 4 4 1P 2 J ; 91 A THIS INSTRUMENT WAS DRAFTED BY THE LAW FIRM OF FABYANSKE, SVOBODA, WESTRA, HOLPER AND DAVIS, P.A -4- a, K 820 PACE 5 0 EXHIBIT A SW 1/4 of BE 1/4 of B*CtioA 13, and E 1/2 of XV 1/4 of Soctioa 24 EXCEPT N 200 foot of W 200 feet thereof, ALL in 30 -20, St. Cross County, Wisconsin. I EXCEPT: All of the SW 1/0 of the on 1/4 of Section 13 -30 -20 lying Southerly and Easterly of State Trunk Sighxays •64 and 9 3SO. 0 -5- FILED 58$7 $ )w b 1998 KptHIEENH.W� �� 8t,C1obICo..� �- I wU CERTIFIED SURVEY MAP s I, 0 (7..a T F, I) IN PART OF THE NE 1 /4 OF THE NW 1 /4 `A oro OF SECTION 24, T30N, R20W, TO fYN OF ST. JOSEPH, I z ST. CROIX COUNTY, WISCONSIN, BEING PART OF LOTS 2 AND 3 OF CERTIFIED SURVEY MAP RECORDED IN go VOLUME 10, PACE 2799. Ix 6 OWNER NOTE This Cert;Fled Survey Mop was prepared VERNELL A. SKOGLUND to Shaw tno rernalndvr of Lots 2 6 3 of 149 HIGH STREET Cert;F;eo Survey Map recorded n Volume NEW RICHMOND, N! 54017 I 10, Pa a 2799, after h;ghway a a5 a descr bed In deed Vclune 13 ;3, Pape 0 w I NW CORNER ( NO1'28'32 "E} EXISTING CENTERLINE N1 CORNER SECTI 2 4 _ (5. 482') ` — OF 130TH AVENUE _ SECTI 24 S89'53'OI "W Tl� S89'S 'Oi "W 688 "E) NQRTH LINE OF THE NWI /41 110. &5' (1100.869) fi I 0 ' - LJ 1 �G��.S Per SMALL �` 3 � 8 8 S7 � °53, �i •1 `a .�. �1 IFACT o c�T a 3� 6�,$$HwY , P OT ACRES '1!3,694 S0. FT.) 1.0 LJ C� .a. z _ 2.519 ACRES (109,742 SD. FT.) 00 Zo f LQ.T_ LOT N LO C S IN _ V, 0, PG, 2799 37 �_ o f p �\� N f 4 LE TEND ALUMINUM COUNTY SECTION CORNER MONUM NT FOUND 1" IRON PIPE FOUND C 7 `\ f i ' 0 1" X 24" IPGN PIPE SET WEIGHING 1.$0 L.155. FEE? LINEAR FOOT y 100' ROADWAY SETBACK LINE PREVIOUSLY PECORDED DATA SCALE I N F I LE F 1 - 1 GO 0 _ 100 200 300 i VOLUME' 12 PACE 3499 a _ c9 d�.rA: 6 S zoo FILED 9 1994 0 - ` JAMES O'CONNELL CJ c3D a7 l 7 �� Register of Deeds SL Croix Co., WI fJ CERTIFIED SURVEY MAP Located in part of the NEa of the NA of Section 24, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin. I I c I CERT IF IEr _iJl "✓EY N1 A P NW Corner L4 w Section 24 - — North line of the NW} of Section 24.------ S89 01"W S89 ° 53' 01 "W 1100. 85' — v'. 1500.85' 0 314.11' 228.29' 0 0 0 10') °_o �> C2 N N 0 i LOT 2 :� = << 0 3.00 Acres o LOT 3 — I °_ 130,723 Sq. FtAP 0 °.1ED o o C ' 3.67 Acres Inc. R/W v+ 159,991 Sq. Ft. Inc. R/W �. D J UL' ' v_ 11 j 94 3.44 Acres Exc. R/W c * _ N 149,657 Sq. Ft. Exc. R/W a SfZ ;;7'. CROU COU NT rt r- -- co \ �(/ \ �iOt lj�f@fiQil�iY�) Pl c`.tl i W `� Z rri c r rt \� W Zor „nth and .° d S +• cn O H \ F�:US Cum itie•7 o 0 a tr \ \`�J S� S� if nJt rCCQ d�'d `' . ). / Z 6 0 0 \ / 1 s within 30 days 4? _ approval date 'v1- approval shag t•� tt ♦ s 1` w ritO void t c too \ / t ,.,�., - ” G'�• w o LEGEND Aluminum County Section \ \ ` Monument Found � O • 1" Iron Pipe Found \ ��O• ti / O 1" x 24" Iron Pipe Set, V weighing 1.68 lbs. per linear foot 100' Roadway Setback Line OWNER ✓ / �,. Vernell A. Skoglund Stephen L. Skoglund s 149 High Street / o��,� o`1 Q)11 New Richmond, Wi. 54017 ��� �j Y/ a / Scale in Feet / // < 50 0 100 200 O SHEET 1 of 2 SHEETS VOLU L l 10 PPGE 2799 I i CERTIFIED SURVEY MAP Located in part of the NEa of the NWQ of Section 24, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin. VOL. 2 PG. 339 S��,AL1_ 1 1 x11. I ` L OT 2 150TH AVENI w N} Corner s s p r = North line of the NW} of Section 24 — w Section 24 O ' / �-- — 589"53'01 "W 1LOD 51— w Sd 532.61' C� Edge of 558.45' 25.84 / ' � / Existing Road LOT 4 / r Ln ° 4.36 Acres Inc. R /W' S OS Lnn o - w 189,895 Sq. Ft. Inc. R/W SO 3.44 Acres Exc. R/W • �S, 149,661 Sq. Ft. Exc. R/W /SO, N N D SO ♦ o rt �o ti o o d rn C� Cr o „ a ♦k (e ae ee 03 cr ♦�� z (1) �z) /, J/ c o a W 0 ° Cr OWNER Vernell A. Skoglund / Stephen L. Skoglund / 149 High Street New Richmond, Wi. 54011 rn re n° ' >��,�i�o A PPROVED 5'94; F .i ST. CROIX coUvr Y Co,ni rehensive Plannir :N /Vi '' \ �,v Zoning and G•� r•.G'�` Fs.+...S COnlfrlitteQ Scale in Feet If not recorded within 30 days of 50 0 100 200 approval date SHEET 2 of 2 SHEETS1 approval shall be VOLUME 10 PAGE 2799 nv4 Z void - i. .. •`� LL .\ L DOOO B 00[0 ❑DOO 0000 rE FOOD 0 f 0 1 0 f ❑ 0 D 0 � f F F F r LJ C�❑ e L-L F � f f � F F Q r l5' Drown For: Dole Ororn: ..n,�.... .. »...a.r » ».�...,.i,.. 201 S. KELLER AVE. �� Foo.: •• ' ^w ^ • ^•� +� ^ ►•+� .•+ . »•� . - . +. AMERY . WI 54001 »i . :W—bl. r: w . ....... «. 7i 5-26a-81 42 S c a l e : .... ...�..�.. Or ewn 8j: r - i 10' 7 112' 2 4 112' 11' 0• i (Z , 4 fV L � � p lD r I m D i �� I I ull i i � • � �� ij I� I � I i ` I i � 24' 0• '1 ., 36 T BB S[:RFEN'G f'f1RCl1 m L or 1 R 91/7 I_ 5 51/7 19 t ry -- O cf t ' HLAM 2 O _ DINING 6•e z-e z __ sc -- 26 �___ 30 zr — - LIVI MSTR DDRM z•e FU GI It µ b � tC a 3 3 GARAGE 16 r 7 OI OOOR 24 6 _...� PLAN NAME: RIVERSIDE W /GARAGE l.•wrr./ Yr A.. Ina I1rN ql... W. r.l rv1.0 n.. p.nw wl y.•i�M lu. 6 1 M !l E R T Dram 0/' w L ...1w.•..1Y.iIlr. \ww•1. .. .\..r \.7,.� DO�� Ur'O Wr.: - �_..___ - _._. — + ..el..l .., u .r .A .r...,. p...•.I.Irr Lo l Sr KLLLER AVL 5 Pow- MA 1, EVI - Ly - - -.� ....\.. ...w</r. n...\r...> 1...1 AMLRY WI 54001 J II 5cnle:ll //4 — — k --,. ,. •rl •..ryvr.Jl..w• ..y ..n .. ma..rru 715 - 26H - R 1 42 _ �-7 /\ J 1101 Carmichael Road Hudson, WI 54016 Phone: (715) 386 -4680 Croix County Fax: (715) 386 -4686 • • Department Fm To: Jo Hintz From: Shawna Moe Fax: 247 -3622 Date: September 14, 1999 Phone: 247 -5900 Pages: 2 Re: Steve Skoglund Septic Report CC: ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle *Comments: r ST. CROIX COUNTY WISCONSIN ZONING OFFICE R x x n n x x x x, ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road ' Hudson, WI 54016 -7710 (715) 386 -4680 September 14, 1999 REMAX Team 1 Realty Attn: Jo Hintz 103 Main Street Somerset, WI 54025 RE: Septic Inspection for Steve Skoglund located at 241 150 Avenue, Lot 6, Town of St. Joseph, St. Croix County, Wisconsin Dear Ms. Hintz: A septic inspection of the above referenced property was conducted on August 6, 1999. This property is located in the NE' /4 of the NW' /4 of Section 24, T30N -R20W, Lot 6, Town of St. Joseph, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a three (3) bedroom home. If you have any questions regarding this, please contact our office at (715) 386 -4680. Sincerely, erg. J n Sonnentag Zoning Technician /sm • Parcel #: 030 - 2034 -50 -400 05/11/2007 09:56 AM PA 1 O F 1 Alt. Parcel #: 24.30.20.465A -40 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - STATE OF WISCONSIN, D O T D O T STATE OF WISCONSIN 718 W CLAIREMONT AVE EAU CLAIRE WI 54701 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 5432 SOMERSET SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 24 T30N R20W PT NE NW BEING LOT 4 OF Block/Condo Bldg: CSM 10/2799 4.36 ACRES EXC TO HWY PROJ 1313/76 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 24- 30N -20W Notes: Parcel History: ry Date Doc # Vol /Page Type 04/08/1998 576717 1313/76 WD 1313/77 WD 2007 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/12/1999 Description Class Acres Land Improve Total State Reason STATE X2 0.000 0 0 0 NO Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2006: General Property 0.000 0 0 0 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 I Wisconsin - P,,.3rtment ofIndustry. SOIL AND! 1ITE, E VALUATION REPORT Page I of _3 Labor and Human Relations Division of Safety & Buildings in accord'wittf 1LHR 83.05. -Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2'x 1 t Size. Plan must include, but St. rrnix not limited to vertical and horizontal reference point (0M), (:)f eotion and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distenceIto nearest road. 030- 2034 -50 APPLICANT INFORMATION— PLEASE PR ON IN REVIEWED BY DATE PROPERTY OWNER: TY LOCATION Vernell A. & Stephen L. Skoglund ' GO� L OT NE 1/4 NW 1/4,S 2 T ,N,R 20 Ater) W PROPERTY OWNER':S MAII.ING ADDRESS OT # BLOCK # 1 SUBD. NA CSM # 149 High St. CITY, STATE ZIP CODE PHONE NUMBER QVILLAGE 4VOWN NEAREST 1ROAD New Ri New Construction Use ( Residential / Number of bedrooms 3 ( ] Addition to existing building j j Replacement ( Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd /11 .6 trench, gpd/ft Absorption area required 375 bed ft 2 375 trench, ft Maximum design loading rate .5 bed, gpd /ft 5 trench, gpd/ft Recommended infiltration surface elevation(s) 99.59 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material pitted glacial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem El S I JR S ❑ U [I S au Cl: U 11 S ou ❑ S O U SOIL DESCRIPTION REPORT Boring# Horizon) Depth Dominant Col or Mollies Texture Structure Consistence Baxtdary Roots GPD /ft in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. Bed ITmr& 1 ' 0 -13 10 r3 3 none 2msbk mfr cW 2f -5 2 13-24 10yr4 /3 none sil 2msbk mfr gw if .5 .6 Ground 3 24-30 10yr4 /4 none sicl lfsbk mfr gw na .2 .3 elev. c p yr 98 , gQ_ ft. 4 0 -54 10yr4 /4 na na .2 •' . mfr Depth to limiting factor 30 1, Remarks: Boring # 1 0 -13 10 r3/3 none 1 2msbk mfr >< 2 2 13 -30 10yr4 /4 none sl 2msbk mfr gw if .5 :1 .6 c2p 7.5yr5/2 sl 3 30 -50 10yr5 /4 sil lfsbk mfr na na .2 .3 Ground elev. ft. Depth to limiting factor Remarks: - CST Name: — Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200tji. Ave. w Richmond, WI. 54017 Signature: Date: CST Number: 5 -4 -94 cstm 2298 PROPERTYOWNER V. &S. Skoglund SOIL DESCRIPTION REPORT , °zye 24 of 3 _ PARCEL I.D. x 030 - 2034 -50 Boring # Horizon Depth Dominant Color Mottles Texture Structure � Consistence ` Roots GPD /ft� in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ( Bed ITmr& 3 1 0 -12 10yr3 /3 none 1 2msbk mfr gw 2f .5 1.6 2 12 -18 10yr4/3 none sil 2msbk mfr gw if .5 .6 Ground 3 18 -27 7.5yr4/4 none sl 2msbk mfr gw na .5 .6 elev. c2 7.5yr 1 9 4 27 -50 7.5yr4/4 scl lfsbk mfr na na Ap np Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # ................. Ground elev. i ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: i SBD- 8330(F.JS/92} STEEL'S SOIL SERVICE Gary L. Steel Vernell A. & Stephen L. Skoglund 1554 200th Ave. CSTM2298 NE4NW4 S24- T30N -R20W New Richmond, WI 54017 MPRSW- -3254 town of St Joseph (715) 246 -6200 lot #4 N 1 " =40' BM= top ofSW lot stake at el. 100' n0� 2 � s� (J � � A5 Gary L. Steel 5 -4 -94 CERTIFIED SURVEY MAP Located in P art of the NE4 of the NW- of Section 24, T30N, R20W, Town of St. Joseph, St. Croix County, Wisconsin. PV1 JP ✓I r11_1_ 1 1�A�, i , / L OT 2 1 �— w N} Corner 6'ISO, c ' Section 24 North line of the NW} of Section 24 r w o, SB w 589 01 "W 11-0.4. - -- - - - - -_ ��5. 532.61' 25.84' / 558.45' 7Edge of Existing Road j Ln o / 0 L0T 4 / Ln W 4.36 Acres Inc. R/W 189,895 Sq. Ft. Inc. R/W S 3.44 Acres Exc. R/W 149,661 Sq. Ft. Exc. R/W / / SO., ~ o co rt D o F �I / SO S r° 'r (D 2 S l0 N A d N S V1 f ^� �O�• O ^ n 0 M "I ( b / CL M �x� N rim 0 r CD 0 T ° � � z OWNER Vernell A. Skoglund Stephen L. Skoglund / 149 High Street / New Richmond, Wi. 54017 APPROVED rn r rt- ST. CROIX COUNTY / r , Co.;,FtehensiveKam* Er, • ' `'' Zoning and rr , It not recorded Scale in Feet within 30 days of approval data 50 0 100 200 SHEET 2 of 2 S HEETS approval shall be VOLUME 10 PAGE 2799 null Z 1pi