The URL can be used to link to this page

Home My WebLink About012-2005-00-000 , 2 / ? \ ° ? / / / \ ® � (D ¢ _= R= e z 0N)_ ¥ o o : m ) 7 c 0 7 \ < } \ § . @ m } & 9 9 ( \ P § § k ) ) a CD ( - � § 0 0 G m $ CO 0 _ `° k k 0 0 = 6 ` E E §% m 0 f 0 g § \ � \ / I t ¢ \ \ ; \ 8 ) o _ \ J \ \ k � 0 \ \ ° c . o c � k E 0 0 0 < . o z o 0 o z z\ � ® & g ■ ■ ■ % \ § / _ § / )/ 3 7 7 v v \\ w E ° t ; \ D ° : e ; f K e m 2 r 7\ . \ R 4 � \ ( 2 0 \ O \ o & / CD I k N \ ° \ a a 7 0 , \ \ 2 7 . c m - / a \ ¥ z $ � { \ 03 (D \ § / r 2 F > § { z \ w w J . . /7t (D & § � ®(§ � � k / � \ \ / \ - � ) D ƒ � ( � � 0 \ > ; ' \ 2 � \ < \ » o w { \ i \ .� � a DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION LABOR HUMAN RELATIONS PERCOLATION TESTS (115) �- DI O W1 53707 HUMAN (H63.090) & Chapter 145.045) LOCATION: SECTION: TOWNSHIP /MWO020DUY: LOT NO.: BLK. NO.: SUBDIVISION NAME: NE 1 /4NE 1 /4 4 /T30 N/R17kq W Erin Prarie n/a n/a n/a COUNTY: OWNER'S /SAME: MAILING ADDRESS: St. Croix Tim Holland 55 N . 5th. St., New Richmond, wi. 54017 USE DATES OBSERVATIONS MADE NO.BEDRMS,: COMMERCIAL DES IPTION: PROFILE DESCRIPTIONS: R ATIONTESTS: � esidence 2 - n/a N ew ❑Re 7 -7 -�2 7 -7- RATING: S= Site suitable for sy stem U= Site unsuit for system �� F,? — 82 CONVENTIONAL: MOUND: IN- GROUND - PRESSURE: SYSTEM -IN -FILL HOLDING TANK: RECOMMENDED SYSTEM:(opti al) S ❑U �S ❑U ®S ❑U ❑ S DU El S CCU conventional If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s.H63.09(5) (b), indicate: n/a Flo indicate Floodplain elevation: n/a decimal' PROFILE DESCRIPTIONS p age 29 BrC2 BORING TOTAL DEPTH TO GROUNDWATER - INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- 1 ^4 102.60 none X84 0-10, 10yr2 /2, L.; 10 -22, 10yr4/4, sil.; 22 -28,- 7.5 4 4 is.,; 28 -84 1 5/4 co.s. 2 84 102.80 none >84 0 -8, 10yr2/2., L.; 8 -15, 10yr4/4, sil.; 15 -24,- B 7.5 4/4, Is.; 24 - 84, 10yr4 /4, co.s. g0 103 none >90 0 -10, 10yr2 /2., L.; 10 -18, 10yr4 /4, sil.; 18 -3 .38 0,- 6 - 7.5yr4/4, sl.; 30 - 90, 10yr4/4, co.s. B- 4 82 102.97 none X82 0 -11, 10yr2 /2., l.; 11 -2.2, 10yr4/4, sil; 2.2-28, - 8- B- 5 82 102.60 none X82 0 -9, 10yr2/2, L.; 10 -18, 10yr4 /4, sil,; 18-27, - L. B- decimal' PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL - INCHES RATE MINUTES NUMBER AFTERSWELLING INTERVAL -MIN. PERIOD 1 PERIOD PERIOD PER INCH P_ 1 3.25 none 3 6 6 6 <3 P _ 2 3.45 none 3 6 6 6 <3 P- 3 4.03 none 3 6 6 6 <3 P -- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or s. I what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at s e it "on and percent of land slope. SYSTEM ELEVATION 99. C, _ _ -- I�J',�—� I — r4 � 2 �.�.� I C` � �I(., 1 7 r , f � - �� I E r ; 3 = i IN , i r Q i f . € } E , ko 5 d 3 A E 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 7 -7 -92 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER (optional): 1554 200th. Ave., New Ric hnonJ wi. 54017 22 . 715v2,116-6200 CST SIGN E: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR -SBD -6395 (R. 02/82) —OVER — F arcel #: 012 - 1011 -50 -000 04/04/2007 04:06 PM PAGE 1 OF 1 Alt. Parcel #: 03.30.17.47B 012 - TOWN OF ERIN PRAIRIE 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 - HOLLAND, THOMAS H, & JEAN M BYGD THOMAS H, & JEAN M BYGD HOLLAND 538 PARK VIEW DR NEW RICHMOND WI 54017 Districts: SC = School SP = Special operty Address(es): ` = Primary Type Dist # Description ' 1854 170TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST (� ✓�� SP 1700 WITC Legal Description: Acres: 3.120 Plat: N/A -NOT AVAILABLE SEC 03 T30N R1 7W 3.12A IN SW SE LOT 1 OF Block/Condo Bldg: CERT SURVEY MAP IN VOL IV PAGE 948 ORD Tract(s): (Sec- Twn -Rng 401/4 1601/4) 03- 30N -17W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1131/435 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 11/07/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.120 45,400 159,400 204,800 NO Totals for 2007: General Property 3.120 45,400 159,400 204,800 Woodland 0.000 0 0 Totals for 2006: General Property 3.120 45,400 159,400 204,800 Woodland 0.000 0 0 Lotter C re d it: t ry C ed 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 Parcel #: 012- 2005 -00 -000 09/07/2006 04:59 PM PA GE 1 OF 1 Alt. Parcel # 04.30.17.583B.584A 012 - TOWN OF ERIN PRAIRIE Current 1 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 PETER J & KIRSTIN D MEHLS O - MEHLS, PETER J & KIRSTIN D ' 1766 CTY RD T NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description * 1766 CTY RD T SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST�� SP 1700 WITC Legal Description: Acres: 2.560 Plat: N/A -NOT AVAILABLE SEC 04 T30N R0 XC W 59' OF Block/Condo Bldg: THE N 115' THLOTS 18, 19,20,21,22 & 2 ILLAGE OF Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) JEWETT MILLS 12 - 2004- 90(583A) 04- 30N -17W Notes: Parcel History: Date Doc # Vol /Page Type 10/27/1997 567406 1272/304 QC 07/23/1997 1061/637 WD 07/23/1997 964/253 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 11/07/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.950 44,300 260,400 304,700 NO Totals for 2006: General Property 2.950 44,300 260,400 304,700 Woodland 0.000 0 0 Totals for 2005: General Property 2.950 44,300 260,400 304,700 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: Batch #: 139 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 012- 2004 -90 -000 09/08/2006 11:17 AM PAGE 1 OF 1 Alt. Parcel #: 04.30.17.583A 012 - TOWN OF ERIN PRAIRIE 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 PETER J & KIRSTIN D MEHLS O - MEHLS, PETER J & KIRSTIN D 1768 CTY RD T NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 0.390 Plat: N/A -NOT AVAILABLE SEC 04 T30N R17W LOT 1 & PT LOT 2 OF BLK Block/Condo Bldg: 91 LOTS 9 & 10 BLK 92 COM SE COR JEWETT MILLS, N 958' TO SLN OF EUCLID AVE, W Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 239.6' TO POB: W 150', S 115', E 150', N 04- 30N -17W 115' TO POB VIL JEWETT ASS'D W/584A 012 - 2005 -00 Notes: Parcel History: Date Doc # Vol /Page Type 10/27/1997 567406 1272/304 QC 07/23/1997 1084/318 WD 2006 SUMMARY Bill #: Fair Market Value: Assessed with: 0 012- 2005 -00 -000 Valuations: Last Changed: 09/18/1998 Description Class Acres Land Improve Total State Reason Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2005: 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 - -- /,�nr�5�a :z E3 /6 /J •y 4j /l // /U y F \ \ J3 A A7 ?2 Y 3 3s 9 3 ✓ 3< Jj ,, u I ,. / s tr 4 H r S ) b J Ad io 1 17 22 y/ YJIHYI 'kWC y ' 3 'i ,l Y �. // t j l [ ✓- y 7 Z , I� /i f F 7 L - y J x / a i J1Y " F' — sq _ J ' y PP s _ u 3J jJ J / i x 1 / 1 i z � Jz J � ♦ JY -- J� � J � � � s� .,- z f J' : F ✓' _ I 1 y q I 1/ zo Jt J/ ,J JLI K"v ri xJ a y 1 i 2 2 • s , _.. 9 , y J 6 a z ^ J r E VViscons'n Department of Commerce PRIVATE SEWAGE SYSTEM v Safety and Buildings Division Count ST CROIX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) sanitar W 4 Personal information you provice may be used for secondary purposes (Privacy La 2 s.15.04 (1)(m)]. 307& c/L MEHLS R & KIRSTIN ❑� i �yvn of: State Plan ID No.: CST BM Elev.: r Insp. BM Elev.: BM Description: / Parcel TP2._2005- 00-000 d TANK INFORMATION ELEVATION DATA A9700531 c, TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark i KC. (,. /OIJ,Gv Dosing I �� —0 Aeration Bldg. Sewer cV Holdi St/Ht Inlet 3 r TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Air I ntake ROAD Dt Inlet Air Septic NA Dt Bottom Dosing NA Header/ Man. Aeration NA Dist. Pipe S Holdin Bot. System ' PUMP/ URMON INFORMATION Final Grade Manufacturer Demand Model Num PM TDH F riction H Ft oss Head orcemain Length Did. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIME SETBACK SYSTEM TO P / L BLDG WELL LAKE / STREAM ING Manufacturer: INFORMATION Ty O CHAMBE Num er: System: g j7 OR UNIT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) , x Hole Size x Hole Spacing Vent4e Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grad ems y y Depth Over Depth Over xx De - xx Seeded/ Sodded xx Mulched Bed/Tr nch Center Bed /Trench Edges I T6poil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc. -A Pe a! LOCATION: ERIN PRARZE 04.30.17.583B- 584A,NE,NE Plan revision required? ❑ Yes i ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Inspector's Signature Cert No j ��a Safety and Buildings Division MA scons i n SANITARY PERMIT APPLICATION 201 E. Washington Ave. Wis. Adm. Code P.O. Box 7969 Department of Commerce In accord with ILH R B3 05, Madison, WI 53707 -7969 • 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. 5 • c,?o,eV • See reverse side for instructions for completing this application State Sanitary Permit Number The information you provide may be used by other government agency programs ❑ Check if revision to previous application IPrivacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION 9716 78d Property Owner Name Property Location 'cn. 4- A` STi Z N� 1 i4 IV £ 1 i4, S !l T - V a , N, R ) 7 E (or� Propert y Owner's Mailing Address Lot Number Block Number 3 ` 15;r / 6/0"/ I City, State Zip C Phone Number Subdivision Name or CSM Number Sv4r-eR / � y d.1 5 ( > ll. TYPE' F BUILDING: (check one) ❑ State Owned r] C it y Nearest Road p Village '£' A!� Public 1 or 2 Family Dwelling - No. of bedrooms 3 Town OF III BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo C> I "A - °R 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/ Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/Factory 13 ❑ Other: specify *,4-A-6 IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. IN New 2. ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an System ________ System_____________ Tank Only______________ 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 ❑ 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 •� f Required (sq_ ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation l �J'�. — 0 $Co . 7 . ? , , Feet /C7Q I?7Feet Ca g Il aclt VII TANK in o s Total # of r Prefab. Site Fiber- plastic Exper. INFORMATION Gallons Tanks Manufacturers Name Concrete Con Steel glass App. New Existin structed Tanks Tanks Septic Tank or Holding Tank 07000 �j /C ® ❑ 1:1 ❑ 1:1 ❑ 12�4 1 Lift Pump Tank /Siphon Chamber ❑ I ❑ I ❑ 1 ❑ 1 ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) er's Signature: (No Stamps) r law PRSW No.: Business Phone Number: 7 'fickTI-l'.1 Plu 7 5 i Plumber's Ac dress (Street, City, State, Zip Code): IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Perm Fee (Includes Groundwater ate Issued Issuing Age Si ature (No s) Approved []Owner Given Initial // �S charge Fee) Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: S815-6398 (R 11/96) DISTRIBUTION: Original to county. One copy To: Safety & Buildings Division, Owner, Plumber SANITARY PERMIT APPLICATION 01 E WashngtonA Vscons P.O. Box 7969 Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less County than 8 112 x 11 inches in size- ry Permit Number • See reverse side for instructions for completing this application State Sanit The information you provide may be used by other government agency programs ❑ Check if revision to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number I. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION 9710 7 ?`/ Property Owner Name Property Location r 4 - ._� ? 4> A e v4 Il' 114, S , T , N, R) 7 E (or) W Propert y Owners Mailing Address Lot Number Block Number >C City, State Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF BUILDING: (check one) ❑ State Owned E] itr Nearest Road Public ff 1 or 2 Family Dwelling - No. of bedrooms ° Town OF r ''`ti' III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 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 / Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13 ❑ Other: specify 14Ax� tee' 5 ` 9 'U 0 0 IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line 8, if applicable) A) 1. I] New 2. ❑ Replacement 3_ ❑ Replacement of 4. ❑ Reconnection of 5. E] Repair of an ______System ________System ______ ___ __ __Tank Only -------- Existing System ________ Existing Sy stem 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 Q'Seepage Bed 21 []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. Pert. Rate 6. System Elev. 7. Final Grade fj Re uired (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation 5 ,3..x S" C...0 13 y 7 Y Feet 1 OQ q 7 Feet VII. TANK Capacit in gallons Total # of Prefab. Site Fiber- Exper INFORMATION g Gallons Tanks Manufacturer r s Name Concrete con- Steel glass Plastic App New Existing strutted Tanks Tanks Septic Tank or Holding Tank xG t 'J ( -`> ❑ ❑ Lift Pump Tank /Siphon Chamberl ❑ I ❑ I ❑ I ❑ 1 ❑ 1 ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plu er's Signature: (No Stamps) WMPRSW NO.: Business Phone Number: y Plumber's Ac dress (Street, City, State, Zip Code): �� j '� L��, c�� r ,,fit • .�j( ..�'.t, /�`,r�L IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater ate I ue , Issuing Age Si ature No ps) Surcharge Fee) - Approved E] Owner Given Initial - Adverse Determination X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD -8398 (R.11/96) DISTRIBUTION: Original to County. One copy To: Safety & Buildings Division, Owner, Plumber 4 COMMERCIAL SEPTIC SYSTEM DESIGN MEHLS WOODWORKING SHOP- PLAN ID# 9710784 Review Date: October 23, 1997 Plan Reviewer: Pat PROPERTY LOCATION: PROPERTY OWNERs NE1 /4 NE1 /4, SEC. 4, Pete & Kirstin Mehls T.30N., R.17W., Tn of 301 Willow Street Erin Prairie, St. Croix Somerset, WI 54025 County, WI. INDEX TABLE PAGE 1 OF 5 TITLE SHEET PAGE 2 OF 5 WORKSHEET PAGE 3 OF 5 WORKSHEET PG. 2 PAGE 4 O 5 PLOT PLAN PAGE 5 OF 5 SYSTEM CROSS"SECTION ATTAC MENTS SOIL REPORT PREPARED BY: James Eichten 616 E. Maryland St. St. Croix Falls, WI 54024 (612) 257 -0806 SIGNATURE • w4 l�l. MP #7313 DATE • P.O. M/ T.S. Conditionall 4 E E AR �RO TMENT p ED ION OF SA MERCE BUILDINGS 97 10784 SEE CORRESpONDENCE a •n Pg. 2 of 5 WORKSHEET JOB DESCRIPTION: WOOD WORKING SHOP: Conventional septic system design for Mehls wood working shop and residence. Shop will contain 140 sq. ft. of retail area, one employee, and one floor drain. The shop will be connected to a proposed three bedroom residence. ABSORPTION AREA SIZING: NOTE: System design based on perc test completed July 7, 1992. 1. Existing grade elevation 64 - 107-x` -7 2. Depth to limiting factor -99-' (elev. = 95.88 BZ 9(g. I L} 3. System Elev. = -9'S- + 3. 0 _ X36 -$ at gravel /soil 1 99 • ILI interface. 4. Absorption area required: 887.20 scr. ft. Commercial: Retail: (14 0) (4) ( . 0:3) = 16. 80 Employee (140)(1)(.4) = 56.00 Floor drain: (140)(1)(1) = 140.00 212.80 Residential: (3 bdrm) (240 sq. ft . /bdrm) = 720.00 scr. ft. Total absorption area required: 932.80 sq. ft. Absorption area proposed: 9 sq. ft. Bed length (B) 62.5' Bed width (A) 15.0' 5. Proposed loading rate: 0.56 Gallons /sq.ft. /day Daily wastewater load: (140 sq. ft.)(.75) = (105 /30sq. ft. per customer) = 3.5 (4 customers)(1.5 gal.) = 6 Gpd (1 employee)(20 gal /employee) = 20 Gpd (1 floor drain) (50 crpd) - 50 Gpd Gpd commercial use = 76 Gpd Gpd 3 bedroom residential use = 450 Gpd Total combined daily flow = 526 Gpd Pg. 3 of 5 WORKSHEET PG. 2 SEPTIC TANK CAPACITY: (140 sq. ft.)(.75) = (105 /30sq.'ft. per customer) = 3.5 (4 customers)(1.5 gal.) = 6 Gpd (1 employee)(20 gal /employee) = 20 Gpd _(1 floor drain) (50 cmd) = 50 Gpd 76 Gpd + 750 gal. min. capacity minimum tank cap., commercial use = 826 gal. minimum tank cap., residential use= 1,000 gal. Total minimum combined capacity = 1,826 Gpd Tank Manufacturer & Capacity: Two (2) 1,000cial. Weiser Concrete tanks in series i n R f1. Al ' U W o 0 ■ w �a � y S t� % LA Zj w G ^w 5� CA O N w n" Z T fAj a Qq - ZT o o (p (0 we AL 0 r o o v^• o � W � fi • f �l� P S O-rs zl� �\ it * 1 w w _ � Q U� s c� Q w a 2 DEPARTMENT OF REPORT ON SOIL BORINGS AND S AFETY &BUILDINGS 4 ' INDUSTRY, DIVISION HUMAN RE PERCOLATION TESTS (115) MADISON WI 9 6 9 & (H63.09(1) Chapter 145.045) LOCATIOW 'SECTION: TOWNSHIP /MM)QpTY: T No. : NO.: SUBDIVI E: NE 4NE4 4 /T 30 N/R17�ri W Erin Prarie n/a n/a n/a COL IN 6WNER'S/5bZWaM IMAI LING ADDRESS: 1 L St. Croix Tim Holland 558 N. 5th. St., New Richmond, W.i. 54017 USE DA 7 TES OBSERVATIONS MADE Loyesidence 2 - 3 n/a {alew ❑Replace, 7 -7 -92 RATING: S- Site suitable for system U- Site unsuitable for system ONV. N M N I - L HOL TANK: RECOMMENDED SYSTEM: (optional) ER S U V ®S ❑ ❑ S x ❑ S BU conventional If Percolation Tests are NOT required DESI N RATET If any portion of the tested area is In the under s.H63.09(5)(b), indicate: n/a Floodplain, indicate Floodplain elevation: n/a decimal' PROFILE DESCRIPTIONS g age 29 BrC2 BORING TOTAL H R N ATER•INCHE A T R S 1 ITH T I S L R, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION B S E V TO BEDRO K IF OBSERVED SEE ABBRV. ON BACK.) B- 1 ^4 102.60 none >84 0-10, 10yr2 /2, L.; 10-22, 10yr4 /4, sil.; ?.2 -28,- 7.53X4/4, ?s. 28 - 84 1 5 4 co. s. g - 2 84 102.80 none >84 0 -8, 10yr 2/2, L•; 8 -15, 10yr4 /4, sil.; 15 7.5 4/4 ls.• 24 -84 1 4/4 co.s. g- 3 9Q 103.38 none >9Q 0-10, 10yr2/ ?., L.; 10 -18, 1 4 /4, sil.; 18 - 7.5yr4/4, sl.; 30 - 90, 10yr4 /4, CO.s. r B. 4 82 102.97 none >82 0-11, 10yr2/2, 1.; 11 -22, 10yr4 /4, sil; 22-28,- 8- 5 82 102.60 none >82 0- 9, 10yr2 /2, L.; 10 -18, 10yr4 /4, sil,; 18-27,- decimal' PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME I W R NUMBER AFTERSWELLIN INTERVAL -MIN. RA PER ( P. 1 3.25 none 3 6 6 6 <3 P. 2 3.45 none 3 6 6 6 <3 P. 3 .03 none 3 < P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or S. what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at e h 'on and percent of land slope. O SYSTEM ELEVATION 99.34 i SANITARY PERMIT APPLICATION 201 W shingto sion NVA Department of Commerce In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969 Madison, WI 53707 -7969 • Attach complete plans (to the county copy only) for the system, on paper not less Cou than 8 112 x 11 inches in size. • See reverse side for instructions for completing this application State Sanitary Permit Number 3d7160.z The information you provide may be used by other government agency programs ❑ Check if revision to pre sous application [Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION Prop, rty caner Name Property Location NC-1/4 114, S q T , N, R 17 E (00 Pro errty Owne r s ling Addr Lot Number Block Number C' ,State W u t Zip Code Phone Number Subdivision Name or CSM Number II. TYPE OF BUILDING: (check one) ❑ State Owned o It Near t Road Public 1 or 2 Family Dwelling - No. of bedrooms o V own OF 451 '1 r%' " III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/ Condo 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/ Car 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. R New 2. ❑ Replacement 3. ❑ Replacement of 4_ ❑ Reconnection of 5. ❑ Repair of an System System Tank Only 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 ❑ Mound 30 [] Specify Type 41 ❑ Holding Tank 12 N 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. /inch) Elevation ? �� -6(2 �,I Feet Feet Capacity VII. TANK in g allon s Total # of Prefab. Site Fiber- Exper. INFORMATION g Gallons Tanks Manufacturer's Name Concrete con Steel glass Plastic App New Existin strutted Tanks Tanks Septic Tank or Holding Tank 2t ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber ❑ I ❑ I ❑ I ❑ I ❑ ❑ VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: (Print) tuber's S ature: (No Stamps) MP /MPRSW No.: Business Phone Number: Digag N C e i �L is y s ib Plumbe s Address (Street, City, e, Zip Cod s 'L IX. CQUNTY / DEPARTMENT USE ONLY []Disapproved Sa ary Permit Fee (includes Groundwater D ate I ssued Issuing A nt n ure o mps) A ❑ pproved Owner Given Initial. / �/JF60., Surcharge Fee) �� / Adverse Determination o(J / / X. CONDITIONS OF APPROVAL/ REASONS FOR DISAPPROVAL: SBD-6= (p t tom) DISTRIBUTION: Original to County. One copy To: Safety 6 Buildings Division, Owner, Nwrber I COMMERCIAL SEPTIC SYSTEM DESIGN MEHLS WOODWORKING SHOP PLAN.ID #: Review Date: Plan Reviewer: PROPERTY LOCATION: PROPERTY OWNER: NE1 /4 NE1 /4, SEC. 4, Pete & Kirstin Mehls T.30N., R.17W., Tu of 301 Willow Street Erin Prairie, St. Croix Somerset, WI 54025 County, WI. INDEX TABLE PAGE 1 OF 5 TITLE SHEET PAGE 2 OF 5 WORKSHEET PAGE 3 OF :5 WORKSHEET PG. 2 PAGE 4-OF 5 PLOT PLAN PAGE 5 OF 5 SYSTEM CROSS "SECTION P.O.W.T.S. Conditionally APP ROVED DEP MENT OF COMMERCE PREPARED BY: DIVISi SAFETII AND RuILDINGS SEE CORR . PONDENCE this approval does not include plans for the general ylw bang systems or sewer piping to the septic/holding 1 b* that is required for this project. Those plans 00 be SWWtted and approved in accordance With KtIR 02 Me, SIGNATURE • i t / DATE: -2- - -J u bg� SOO ,. 0 1 3 Pg. 2 of 5 WORKSHEET JOB DESCRIPTION: rWOOD WORKING SHOP: Conventional septic system design for Mehls wood working shop and residence. Shop will contain 140 sq. ft. of retail area, one employee, and one floor drain. The shop will be connected to a proposed three bedroom residence. ABSORPTION AREA SIZING: NOTE: System design based on perc test completed July 7, 1992. 1. Existing grade elevation 2. Depth to limiting factor (elev. = 95.88 6 3. System Elev. =-9 --" + 3.0' at gravel /soil 99 • IL interface. 4. Absorption area required: 887.20 scr. ft. Commercial- Retail: (140) (4) (.0:3) = 16.80 Employee (140)(1)(.4) = 56.00 Floor drain: (140)(1)(1) = 140.00 212.80 Residential: (3 bdrm) (240 sq. ft . /bdrm) = 720.00 scr. ft. Total absorption area required: 932.80 sq. ft. Absorption area proposed: 9 sq. ft. Bed length (B) 62.5' Bed width (A) 15.0' 5. Proposed loading rate: 0.56 Gallons /sq.ft. /day Daily wastewater load: (140 sq. ft.)(.75) = (105 /30sq. ft. per customer) = 3.5 (4 customers)(1.5 gal.) = 6 Gpd (1 employee)(20 gal /employee) = 20 Gpd _(1 floor drain) (50 qpd) = 50 Gpd Gpd commercial use = 76 Gpd Gpd 3 bedroom residential use = 450 Gpd Total combined daily flow = 526 Gpd , Pg. 3 of 5 WORKSHEET PG. 2 SEPTIC TANK CAPACITY: (140 sq. ft.) (.75) _ (105 /30sq. 'ft. per customer) = 3.5 (4 customers)(1.5 gal.) = 6 Gpd (1 employee)(20 gal /employee) - 20 Gpd (I floor drain) (50 qpd) = 50 Gpd 76 Gpd + 750 gal. min. capacity minimum tank cap., commercial use 826 gal. minimum tank cap., residential use= 1,000 gal. Total minimum combined capacity = 1,826 Gpd Tank Manufacturer & Capacity: Two (2) 1,OOOgal. Weiser Concrete tanks in series A Cp ■� 4Z ■ (, E A fi (A O O ,� ■w �a �y C r. 06 �1 IA ■ 8 rk 0 �. �• W V O IA , U' Q- a o a ri m ° 'z� O P p o U r o a e �/ Sc � Yo pv � v e „r la: --rte �,. e le . 2 lY r I Z Vii Ye vet pi pe 1 C,y o�-r �g SAFETY AND BUILDINGS DIVISION 15837 USH 63 Hayward, WI 54843 r1 } De a rtm;vnt of Commer i f. �� F s - Tomm y � G. Tho Governor 24- Oct -97 ��`''. ` 3T (SOY`; j William J. McCoshen, Secretary . ' ZC3stilNGO � �Z, E &Z Plumbing Jim Eichten,�/ 616 E Maryland St St Croix Falls WI 54024 Peter & Kirstin Mehls Plan ID 9710784 N E, NE,4, 30,17W Municipality of Erin Prairie Inspector: Leroy G. Jansky County f St Croix 715 726 -2544 ty ( ) Private Sewage plans including the following element(s): CONVENTIONAL 526 gpd The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(2)(e), Wisconsin Statutes, is responsible for compliance with all code requirements. This plan action is subject to the conditions listed on the following page. 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. All permits required by the state or local municipality shall be obtained prior to commencement of construction /installation /operation. This project is under the supervision of a state inspector. As inspection concerns arise feel free to contact the state inspector at the number listed. The inspector for this project is listed above. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Please refer to Plan ID number listed at the top of this page when making an inquiry or submitting additional information. Sincerely, Patricia Shandorf POWTS Plan Reviewer (715) 634 -4870 E &Z Testing & Repair Page 2 of 2 October 24, 1997 Plan ID 97 10784 All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters Comm 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. - The gravelless system components must be installed in accordance with the manufacturer's printed instructions, the plan approval and COMM 83 system and the plan approval, the plan approval and code requirements will take precedence. - This approval does not include plans for the general plumbing systems or sewer piping leading to the septic /holding tank that may be required for this project. See section COMM 82.20, Wis. Adm. Code, to determine if plan submittal and approval is required. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, Patricia Shandorf POWTS Plan Reviewer (715) 634 -4870 6214R/ 2 Depart Bu Comm PRIVATE SEWAGE SYSTEM Division Safety and Buildings Division REVIEW APPLICATION Bureau of Integrated Services Hayward Office LaCrosse Office Madison Office Shawano Office Waukesha Office 209 W. 1st St. 2226 Rose Street 201 E. Washington Ave. 1340 E. Green Bay St. 401 Pilot Court, Ste. C Rt 8, Box 8072 LaCrosse, WI 54603 P.O. Box 7969 Suite 300 Waukesha, WI 53188 Hayward, WI 54843 Phone (608) 785 -9334 Madison, WI 53707 Shawano, WI 54166 Phone (414) 548 -8606 Phone(715)634 -4804 Fax (608) 785 -9330 Phone(608)266 -3151 Phone(715)524 -3626 Fax (414) 548 -8614 Fax (715) 634 -5150 Fax (608) 267 -9566 Fax (715) 524 -3633 INSTRUCTIONS: To save time, schedule your review with one of the offices listed above prior to submittal. Fill in all applicable data and submit this form together with fees and plans /information. Your submittal must be received at least two working days prior to the appointment at the office where your review was scheduled. Please call any of the listed offices if you need help filling out the form or have questions on what information to submit. PLEASE PRINT VERY CLEARLY. A sample of a completed form is on the reverse side for your reference. Personal information you p may be use f secondary purposes [Privacy Law, s. 15.04 (1)(m)]. 1. APPOINTMENT INFORMATION - If you have scheduled an appointment, fill in the information requested below to save time: - Appointment Date Reviewer Name Plan Identification Number 2. PROJECT INFORMATION If this review is a revision or extension to your existing plan identification number, provide that number here: Project Name County City Village [] Town of: Project Location GOVT. LOT 1/4 1/4,S T N,R E (or) W 3. APPLICATION FOR 4. FEE COMPUTATIONS FEE SUBMITTED System Type (check one): System Type' (include new and existing tanks) A [:] At -Grade Up To 1,500 gallon septic tank ... ............................... ..$110.00...................... H C] Holding Tank 1,501 - 2,500 gallon septic tank .... ............................... ..$120.00...................... M F1 Mound 2,501 - 5,000 gallon septic tank .... ............................... ..$160.00...................... N Non - Pressurized In- Ground (Conventional) 5,001 - 9,000 gallon septic tank .... ............................... ..$200.00...................... P Pressurized In- Ground 9,001 - 15,000 gallon septic tank .... ............................... ..$300.00...................... O Other: Over 15,000 gallon septic tank .... ............................... ..$500.00...................... Up To 1,000 gallon dose chamber . ..............................$ 70.00...................... Building Type (check one): 1,001 - 2,000 gallon dose chamber . ..............................$ 80.00...................... D E] Dwelling, 1 or 2 Family 2,001 - 4,000 gallon dose chamber ............................. ..$100.00...................... P [—] Public Building 4,001 - 8,000 gallon dose chamber ............................. ..$120.00...................... S ❑ State -Owned Building 8,001 - 12,000 gallon dose chamber ............................. ..$140.00...................... Over 12,000 gallon dose chamber ............................. ..$160.00...................... Up To 5,000 gallon holding tank .... ..............................$ 60.00...................... Code Derived Daily Flow gpd 5,001 - 10,000 gallon holding tank .. ............................... ..$100.00...................... Over 10,000 gallon holding tank . ............................... ..$150.00...................... I] Check if Replacing Existing System Experimental System (additional one time fee) .............. ..$300.00...................... Revisions to Approved Plan 2 ........... ..............................$ 60.00...................... Petitions for Variance: Setback .. ............................... ..$100.00...................... O Petition for Variance Site Evaluation ....................... ..$225.00...................... Plumbing ... ............................... $225.00...................... Revision ..... ..............................$ 75.00...................... Groundwater Monitoring Groundwater Monitoring - Per Site .... ..............................$ 60.00...................... (other than a proposed subdivision) Site Evaluation in Lieu of Groundwater Monitoring I Site Evaluation in Lieu of Groundwater Monitoring ..........$ 60.00 ...................... Subtotal: .................. . Priority Review: Enter same amount as Subtotal: ................... MAKE ALL CHECKS PAYABLE TO: SAFETY AND BUILDINGS DIVISION To tal Fee: .. .............. ... 5. SUBMITTING PARTY INFORMATION Telephone No. (include area code & extension) Company Name Contact Person No. & Street Address or P.O. Box City, Town or Village, State Zip Code 1 Aerobic or prepackaged treatment system fees are calculated based on equivalent size septic tanks and dose chambers. 2 Revision fees are not applicable to temporary holding tanks or extensions to existing approvals. NOTE: Fees are pursuant to Wis. Adm. Code, Chapter ILHR 2, and are subject to change annually. OVER —� SBD -8748 (R. 07/98) zoo omaN> �nTOmOpTZ3 =Dww OoOo N g'- �mm$z TVSANS , v!!� < o 0) n , m m S g D m' m" v ° o D r��mm� o �" °° ❑ ❑ O ° ❑ ❑�� ❑ ❑� ❑ ❑❑ 1 v r z ov _m`om =c "off Am ° 0 3 r < o .c �< r - O° d L m 0 rnFx.�n o v v f1 N 0 ' n W Qv z;m Dm 0 - 3 m on ' c mm m�^"�O ' a i= m m O °: °_ Q o m w? ° c 0 m D (�o m n o-, o�nyp� ` G_opi m° °m n 2 m' m 'a 0 'r` °-'. ° S n.0 -0 n 3 c - - d 3 r' y m m v o m n tail d F _T m m H m o m m O 2 m m O . m i �{a• u c c d me 2 T 2 m d ? ° o m D o o < a n o o c T a O - 1 .'<D�n° m mw { '. o m Q. mm N o � �' m 0 N 3 z °c3md< o� o -'a O�m D > ? o' n m v LS y TO Ul �m o 3 c 1 A <m d om x m T m S �` ° 7 n 0 A o mo'coo Qoy W A O 1° o' ° c W Z 33^3 u imr 3 0, < m 0 m n , -o �?�m x�0�(� 3m m m c m = z ° ° _gin m dm g o 3 5 - 4 D w o 1 -o a m v w. c cl> o m 3 m T m _ m _ cmm. oommm m a o o O m 3 0 ' msnoo mm- m0 •2 m Z T S w' m o a c <52 a o a o o o. V O z aim m 7 a <, m '° �' 3 W a. z m 8 a F w ° w _�� d C �. � d noc�F o m m d n 3 5 � z („� c< .z a u o �1 1 x° 3 y y° O m m X 0 U C g m A N C g e U N C m A o m o a'go D n m N m O m c C tl<-,. m N o G o C DI m p o o - `o�" i« T o 0 T'O TN m dNo < < a z o' m am w so -a xoQ0 <"'� o a d m 3 3 - o m d F m < 'o = <o � m 1 d m O Ut N N O A N -. u• m 10 ut N -i n m O m m �, m - m N m ". Z ^, d m O d O S 5� O Q O S O m N ,< 0 m m O p n m Ol o K o a m< .? 3 m m S c 2S S 25 S o 25 S S o 8 3 d S^ __ m T � 0 D mm xd C °j ?O «NdN dNddNy dmmmwm�C � = • ��Op m NNmfO��C ° �. F 5 m o < m o 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 1 c c o m �o w ° V c o 3 0> o ° o o o o o° ° o e D c - f ° m p o n n n n n o o o 0 o 0 o Cl ❑ m J O° ( 8 V M m m m m m m m m a ° m °, D (7 <v _ mm�' Z'O < c m ° �o .o m .o °' �'' n' m Z �7 a cv m -1 CA rA: Nd ti`v m m m i o F x F 3 3 3 3 3 3 x x �'c x x x c j - +- mo °a n^ 0 c o g o S g Q ❑ y cmo Z cn ° x < o' 3 uwc ....� o G N p 3 co 03 m V m a p 0 3 X o y C A W m n g n c m n po O c 0 d O w O I - m - V d Um GG_ ID a d O yy H 41NN NH HW HHH MH HHHH HH HHHH o. n°^ �3V WW°� C @ d @ a c m m V N N O m 0 m O m m A N O m V O W p N m N ? m `•� ' T O O O O m m m O O O O O O 0 0 0 0 0 0 O S O O O O p O n o , p� W m N O o o m S S 8 S o S o S S S o o o o O S O S O S O o m _ _ 3 o m' cm$ O Q 3m c an d a n n (•� 3. 3i d m 3 ° m d x o d d m< O -n m r A or m x 30 < m m m 77 m ' n C l o A A d p O V' 3 A �jER m 1 � m F 0 Ul O O O O O o, - p c1 0 a) 0 m (A 0) U/ p1 - � v1 - 0 0 - 0 ='' 3 � � Z ui � m k .cn 0 s�a -a °_�? v 0 m m m �O �o cu'< � ��o 0 co � � y t 'a o ( O p p 0 'a y . 0 A < 0 M 0 m -V N N 0 (D O 7 N Q M ?. -� 0 'C CD U M 0 w < 0 0 c �. cp � Oi N C n `< c �, 0 3 ? �` (p �p 7 d O o m mm0'3� ,,3woolm u ,� o ui n1 :3 X00 = m0.• mo. 3� 0)m vi0 �0 0-0 3N'r do ��m r nom °_' CX y� X3. .. -0 = Sy v, v_, ..w rn ca rn� o� w _0 - ° c .. v fl;o1 m �3 o 0 N ~+ 0 N d (D N ° fD " °_ N p -► N -� N y O j _ •-• (D O 5. O w - C N a =r N p1 .0�. �. O Q O N cD o 0 7 7 N 0 M N .. N (D .. N d O -+� O 7 ,- ,► -, N < m . O 0 m 7 0�1 c C L2 0 j o .. o� W m 0 3 . 3 �•o CL E r m n �v 0' O 0 cn �� :3 o m m W U) N = 0 O N .0 .� N •< a1 co -O,. cn N �. 0 .: O CO C O O O (n N 7 T m 0 K O (D (p O SU .► N O 7 < O @ I N' S N "ti II1 pl fD fl = O 91 tm * Q - 7 N M CL =r m ?o c o a 0 0 0 *,� cQ o� o o Z o o� w 3 co �l< w x 3� U1� < 01 UK 3 n v N O � ? M U3 CL �< 00 M cD 0 a, 0 CD < N N O° O c v, o o w rn co v 3 a o m , u, a) - m � � o . � - • 0 � �,� m v1 Q cD �► ? " -w CD 3 0 :3 � Cii � s/ 0 Z �. O N Cr m o mmm@ m 0 0L uo3 c �? 0��: � mac N <_ 0.K c X0°-1 =, ='o0N`�ov' - a m``v1�°' cop c� CD m o m o6 o n1 m ° �•� �<° us *` ;ro c n S- $� �fl o OL cn ��: (0 u ;a 0 .6 CA ; ovo fo c® m •< Z �' o c o _. c -• m -, :3 a. m v1 v% CL m u3 3 c co n COMMERCIAL SEPTIC SYSTEM DESIGN MEHLS WOODWORKING SHOP PLAN ID# 9710784 Review Date: October 23, 1997 Plan Reviewer: Pat PROPERTY LOCATION: PROPERTY OWNER: NE1 /4 NE1 /4, SEC. 4, Pete & Kirstin Mehls T.30N., R.17W., Tn of 301 Willow Street Erin Prairie, St. Croix Somerset, WI 54025 County, WI. INDEX TABLE PAGE 1 OF 5 TITLE SHEET PAGE 2 OF 5 WORKSHEET PAGE 3 OF 5 WORKSHEET PG. 2 PAGE 4 OF 5 PLOT PLAN PAGE 5 OF 5 SYSTEM CROSS SECTION ATTACHN=S SOIL REPORT PREPARED BY: James Eichten 616 E. Maryland St. St. Croix Falls, WI 54024 (612) 257 -0806 SIGNATURE: 4 &4�AA MP #7313 DATE: /® I0 - q p T3 Illy DEF�ARTMENT 0 'VE® 'SON OF SQF MERCE SulwilyGS 9 7 1 07 84 SEE CORRESPONDENC E Pg. 2 of 5 WORKSHEET JOB DESCRIPTION: WOOD WORKING SHOP: Conventional septic system design for Mehls wood working shop and residence. Shop will contain 140 sq. ft. of retail area, one employee, and one floor drain. The shop will be connected to a proposed three bedroom residence. ABSORPTION AREA SIZING: NOTE: System design based on perc test completed July 7, 1992. 1. Existing grade elevation 103.3-8' C' I - - I �%L . "► - 7 2. Depth to limiting factor -449 (elev. = 95.88 0- I G' I'} 3. System Elev. _ 95-&@ + 3. 0' = -38 ' at gravel /soil 1 99 - IL4 interface. 4. Absorption area required: 887.20 sa. ft. Commercial: Retail: (140)(4)(.03) = 16.80 Employee (140)(1)(.4) = 56.00 Floor drain: (140)(1)(1) = 140.00 212.80 Residential: (3 bdrm)(240 sq.ft. /bdrm) = 720.00 sa. ft. Total absorption area required: 932.80 sq. ft. Absorption area proposed: 937.50 sq. ft. Bed length (B) 62.5' Bed width (A) 15.0' 5. Proposed loading rate: 0.56 Gallons /sq.ft. /day Daily wastewater load: (140 sq. ft.)(.75) = (105 /30sq. ft. per customer) 3.5 ( 4 customers ) (1 . 5 gal.) = 6 Gpd (1 employee)(20 gal /employee) = 20 Gpd (1 floor drain)(50 qpd) = 50 Gpd Gpd commercial use = 76 Gpd Gpd 3 bedroom residential use = 450 Gpd Total combined daily flow = 526 Gpd Pg. 3 of 5 WORKSHEET PG. 2 SEPTIC TANK CAPACITY: (140 sq. ft.)(.75) _ (105 /30sq. ft. per customer) = 3.5 (4 customers)(1.5 gal.) = 6 Gpd (1 employee)(20 gal /employee) = 20 Gpd (1 floor drain) (50 gpd) - 50 Gpd 76 Gpd + 750 gal. min. capacity minimum tank cap., commercial use = 826 gal. minimum tank cap., residential use= 1,000 gal. Total minimum combined capacity = 1,826 Gpd Tank Manufacturer & Capacity: Two (2) 1,OOOgal. Weiser Concrete tanks in series o rs n. a � � a i � � rn rl I-N fk LA tA 0 OL �A 0 o IL zi I 0 4A F7 f_A 0 `� �y o � 0 ��- Pg. s ohs 7, \ CA tv I e o o 4� s 0 w LJ �r r aW I� r ,DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION A LABOR AND PERCOLATION TESTS (115) MADISON, X 7969 HUMAN RELATIONS 53707 (1-163.090) &Chapter 145.045) LOCATION: TOWNS HIP /M ixTY: T NO.: NO.: SUBDIVISION NAME: NE �4NE�4 4 /T 30 N /R17,iq W Erin Prarie n/a n/a n/a COUNTY: OWNE St. Croix Tim Holland 558 N. 5th. St., New Richmond, W. 54017 USE DATES OBSERVATIONS MADE B 0 O S: � 2 - 3 n/a New ❑Replace I 7 OFILE DESCRIPTIONS - - 7 -7 -9 RATING: S- Site suitable for system U- Site unsuitable for system CO ®E_ T U . I MOUN D S . [I U IN. ®� ❑ Q x F� L El S MU ' R E conventional EM: (optional) If Percolation Tests are NOT required DESIGN RATE: L F 'loodplain, an y portion of the tested area is in the under s.H63.09(5)(b), indicate: n/a indicat Fl oodp l ain el e v ation : n/a decimal PROFILE DESCRIPTIONS a e 29 BrC2 BORING TOTAL ELEVATION P R UND AT R- INCHES HARA TER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, — OBSERVED t:5 1. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) B- 1 ^4 102.60 none >84 0 -10, 10yr2 /2, L.; 10 -22, 10yr4/4, sil.; 7.2 -28,- 7.5 4 4 is. • 28 -84 1 5 4 co. s. E; . 2 84 102.80 none >84 0-8, 10yr2/2, L.; 8 -15, 10yr4/4, sil.; 15 -24,- 7.5 4/4 Is.; 24 -84 10yr4/4, co.s. B- 3 90 103.38 none >9Q 0-10, 10yr2/ ?,, L.; 10 -18, 1 4 7 /4, sil.; 18+30, - .5yr4/4, s1.; 30 -90, 10yr4 /4, co.s. g _ 4 82 102.97 none >82 0 -11, 10yr2/2, 1.; 11 -22, 10yr4/4, sil; 22 --28,- ,- B- 5 82 102.60 none >82 0-9, 10yr2 /2, L.; 10 -18, 10yr4 /4, sil,; 18-27, - B- decimai' PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP I WATER L V L4N HES RATE MINUTES NUMBER . AFTER SWELLING INTERVAL -MIN. PER INCH P. 1 3.25 none 3 6 6 6 <3 P- 2 3.45 none 3 6 6 6 <3 P. 3 4.03 none 3 6 6 < P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or S. what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at a 'on and percent of land slope. D SYSTEM ELEVATION 99 .34 � ! ► - _� - FTT f _ L . _ TT I l�T - -T - -i - -1 1 __