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010-1035-10-075
1927 Wisconsin Department of Commerce SOIL RT Page 1 of 7 in accordance Com?n,6,9, is. Adm. Code A.C.E. Soil & Site Evaluations Division of Safety and Buildings ounty Attach complete site plan on paper not less than 8'% x 11 inch in size. Pla L~tt 9 2006 St. Croix include, but not limited to: vertical and horizontal reference point BM), - - ip am l I.D. percent slope, scale or dimemsions, north arrow, and location an distance to nearest rC d arce OUN TM 010-1035-1 Please print all information. ST. CROIX C6UNT Date Personal information you provide may be used for secondary purposes ZON ING evi y ( v a Property Owner Property Location ('1( Z 6 Ed Joseph Govt. Lot SE 1/4 SE 1/4 S 14 T 30 NR 1( W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 1735 70th St. West P-cepesed CSM Jc city State Zip Code Phone Number City village Town Nearest Road Inver Grove Heights MN 55077 (651)454-5933 Emerald Co. Hwy. G 2S~ New Construction Use: 1V/ Residential / Number of bedrooms 3 Code derived design flaw rate 450 GPD j Replacement Public or commercial - Describe: Parent material Glacial fill Flood plain elevation, if applicable na General comments and recommendations Site meets requirements for approval of A+0" mound as field verified by Onsite Wastewater Specialist Leroy Jansky 6/15/05. See Interpretive Report for design recommendations M Boring # 16 Boring 16 Pit Ground Surface elev. 93.17 ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ft'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 tJ 2 9-14 10yr5/4 none sil 2fsbk mfr cw lvf,f 0.6 0.8 3 14-16 10yr5/4 f2d 7.5yr5/8 sil 2msbk mfr cvv lvf 0.6 0.8 4 16-23 7.5yr4/6 f2f 7.5yr4/6 gr sl 1 csbk mfi 9w 1vf 0.4 0.7 5 23-31 7.5yr4/6 fcd 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 Boring # Boring Pit Ground Surface elev. 90.79 ft. Depth to limiting factor 11 " in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ft.Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. A-~ 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 3 2 9-11 10yr5/4 none sil 2fsbk mfr cw 1vf,f 0.6 0.8 3 11-15 10yr5/4 f2d 7.5yr5/8 sil 2msbk mfr cW 1vf 0.6 0.8 4 15-19 7.5yr4/6 f2f 7.5yr4/6 sicl 1 csbk mfi 9w 1 of 0.2 0.3 5 19-26 7.5yr4/6 fcd 7.5yr5/8 sl 1 csbk mfi - - 0.4 0.7 * Effluent #1 = BOD,> 30 < 224gILnd >30 150 L * Effluent #2 = BODS< 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sign ure: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 6/162005 715-248-7767 Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 2 of 7 3 ] Boring # _j Boring t/ Pit Ground Surface elev. 92.00 ft. Depth to limiting factor 14" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence 7as Roots *Eff#1 PD *Efft#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sil 2fcr mvfr 2vf,f 0.6 0.8 2 9-14 1Oyr5/4 none sil 2fsbk mfr 1vf,f 0.6 0.8 3 14-22 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk mfr Cw 1 of 0.4 0.7 4 22-36 5yr4/6 f2f 7.5yr4/6 cos[ Om dsh - 1vf 0.2 0.6 4 ] Boring # Boring Pit Ground Surface elev. 93.18 ft. Depth to limiting factor 6" in. Sal Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E1GP Ift *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `r 1 0-6 1Oyr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 6-9 1Oyr3/3 m1d5yr4/6 sil 2medpl mfr as 1vf,f 0.0 0.2 m2d 7.5yr5/8 & Sid 1 csbk mfr cw 1 of 0.2 0.3 3 9-20 10yr5/4 f2d 10yr6/2 4 20-32 7.5yr4/4 f2f 7.5yr4/6 cost Om dsh - - 0.4 0.7 5 20-32 7.5yr4/6 m3p 7.5yr5/8 s Osg ml - - 0.7 1.6 Horizon #4 describes soil conditions found on south face of excavation, horizon #5 describes soil conditions observed on north side of soil pit. F-5 I Boring # Boring ~r Pit Ground Surface elev. 94.23 ft. Depth to limiting factor 15" in. Soil Application Rate FHodzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E1GP / Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 0-6 1 Oyr4/3 none I 2fcr mvfr cs 2fm,1 c 0.6 0.8 6-15 1Oyr4/4 none sl 2fsbk mfr Cw 2fm 0.6 1.0 3 15-21 7.5yr4/6 f2f 7.5yr5/8 Is Osg ml Cw 1fm 0.7 1.6 4 21-46 5yr4/6 f2f 7.5yr4/6 s Osg ml - 1fm 0.7 1.6 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5< 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. Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 3 of 7 6 ] Boring # Boring Pit Ground Surface elev. 92.17 ft. Depth to limiting factor 12" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence 7as Roots *Eff#1 GPDff *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. a~ 1 0-9 1Oyr3/3 none sil 2fcr mvfr 2vf,f 0.6 0.8 2 9-12 10yr5/4 none sil 2fsbk mfr 1vf,f 0.6 0.8 1 3 12-16 1Oyr5/4 f2d 7.5yr5/8 sil 2msbk mfr cw 1vf 0.6 0.8 4 16-21 7.5yr4/6 f2f 7.5yr4/6 sl 1 csbk mfi 9w 1 Vf 0.4 0.7 5 21-33 7.5yr4/6 fcd 7.5yr5/8 SI Om mfi - - 0.2 0.6 7 ] Boring # Boring Pit Ground Surface elev. 89.05 ft. Depth to limiting factor 14" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PD/ Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-10 1Oyr3/3 none SO 2fcr mvfr as 2fm 0.6 0.8 2 10-14 1Oyr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 12-16 1Oyr5/4 m2d 7.5yr5/8 sil 2fsbk mvfr Cw 1vf 0.6 0.8 4 16-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 msbk mfr Cw 1vf 0.4 0.7 5 24-32 7.5yr4/4 m3d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 Boring # Boring Pit Ground Surface elev. 77.38 ft- Depth to limiting factor 12" in. Soil Application Rate - F81 y' Ali- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots E 1 GPDIft *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-12 10yr3/3 none Sil 2fcr mvfr as 2fm 0.6 0.8 sil 2msbk mvfr Cw 1fm 0.6 0.8 2 12-22 10yr5/4 f2d 7.5yr5/8 3 22-29 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 &2msbk mfr cw 1vf 0.4 0.7 m2d 7.5yr5/8 & 0.2 0.3 4 29-38 7.5yr4/4 t2d 10 /2 gr scl 1 csbk mfi * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 -i_30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 4 of 7 F-9 I Boring # Boring Pit Ground Surface elev. 76.32 ft. Depth to limiting factor 10" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-8 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 7 2 8-10 1Oyr3/3 none sil 1thinpl mvfr cw 1fm 0.4 0.6 3 10-17 1Oyr6/3 m2d 7.5yr5/8 sil 1fsbk mvfr cw 1vf 0.4 0.6 4 17-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 msbk mfr cw 71 0.4 0.7 75/8 5 24-30 7.5yr4/4 mf2d 150y 6/2& gr scl Om mfi - 0.0 0.0 51-01 Boring # Boring 1/ Pit Ground Surface elev. 75.11 ft. Depth to limiting factor <6" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ftF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 6-12 1Oyr3/3 m1d7.5yr5/8 sil 1fsbk mvfr cw 1fm 0.4 0.6 3 12-20 1Oyr6/3 m2d 7.5yr5/8 sil 1fsbk mvfr cw 1vf 0.4 0.6 4 20-26 7.5yr4/6 m2d 7.5yr5/8 & gr sl 1 msbk mfr cw 1vf 0.4 0.7 f2d 10 /2 5 26-35 7.5yr4/4 m3d 7.5yr5/8 & f2d 10yr6/2 gr scl Om mfi - - 0.0 0.0 I - I - I I I - -1- 11 Boring # Boring e pit Ground Surface elev. 86.89 ft. Depth to limiting factor 18" in. Sol Application Rate F J' Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots D/ CCaaa in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-10 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 10-18 1Oyr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 18-27 7.5yr4/6 m2d 7.5yr5/8 gr sl 1&2msbk mfr cw 1vf 0.4 0.7 4 27-49 7.5yr4/4 m2d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 * Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5<30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 5 of 7 F12 Boring # Boring 16 Pit Ground Surface elev. 82.87 ft. Depth to limiting factor 12" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G /fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 k 1 0-10 10yr3/3 none sit 2fcr mvfr as 2fm 0.6 0.8 - 2 10-12 10yr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 12-16 10yr5/4 m2d 7.5yr5/8 sil 2fsbk mvfr cw 1vf 0.6 0.8 4 16-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1&2msbk mfr cw 1vf 0.4 0.7 5 24-32 7.5yr4/4 m3d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 L 13 Boring it Boring i/ Pit Ground Surface elev. 94.16 ft. Depth to limiting factor 17" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 D * in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sil 2fcr ds as 2f,m 0.6 0.8 46 2 9-17 10yr5/4 none sil 2fsbk ds cw 1vf,f 0.6 0.8 3 17-21 10yr5/4 f1f7.5yr5/8 sil 2fsbk ds cw 1vf,f 0.6 0.8 4 21-35 7.5yr4/6 c2d7.5yr5/8 sl 1msbk dh - 1vf,f 0.4 0.7 F 4 Boring # Boring t/ Pit Ground Surface elev. 95.06 ft. Depth to limiting factor 24" in. Soil Application Rate [72 n Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 GPD/fF * in- Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 0-9 10yr3/3 none SO 2fcr ds as 1f,m 0.6 0.8 9-24 10yr4/4 none sil 2fsbk ds cw 1vf,f 0.6 0.8 3 24-37 7.5yr4/4 f2d7.5yr5/8 sl 1msbk dh - 1vf,f 0.4 0.6 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. PROPERTY OWNER: Ed Joseph SOIL AND SITE EVALUATION 1927 Page 6 of 7 PARCEL I.D.# 010-1035-10-000 ACE. Soil & Site Evaluations REPORT MEMO Site appears suitable for approval of POWTS installation through interpretive report. Dep't. of Commerce and St. Croix County approvals must be obtained prior to system design and approval. Interpretive report will contain more specific site criteria and system design recommendations. III bi3 ■SO,Y e✓alua~o~~o;E • S (l2 AEX~Sb' ~rudc eraµ 10, F N ~ I 614 i X90. 8i! RfA`l/9,Z~ ~alJosyolf~o.oo. t N ~ ~ r 1 ,f ~ / Q~(i/7fQ~, JG•VCJIX~., (~I ~ I ♦ I cpc G%z S/o,OC ~ ~ 91.a' 8.2 f ~ f I f i F I I w c ~ ~ v J a. h 3 ■ Q4 r ■ o'= ray , 11 P 7 o; 7 RECEIVED 825'967 AUG 1 3 2006 VOL 21 PAGE 5210 KATALM H. W-AUSA-- REGISTER OF DEEDS ST. CROIX CO.. MI ~•1N1n RECEIVED FOR RECORD N Z *XWUOR'S RECORD 05/23/20" 03:00PH z THE SOUTH UNE OF THE SE1/4 OF THE CERTIFIED SURVEY MAP REC FEE: 13.00 cr SE1/4 SECTION 14 BEARS N87'50'04-W o O N AS REFERENCE TO THE ST. CROIX COPY FEE: 3.00 S° Q PAGES: 2 COUNTY COORDINATE SYSTEM s Fn Z-- LOT 1 C.S.M. IN ' r^ - o _ V_OL_ 9 PG. _24_82_ I I o co " 4 1 rWEST"7U-NE OF THE SE1 /4 OF THE SE1 /4 ~ - s (RECD NQ-18-54-W) I r"~ Ot NOO*46 09"W 690,71' -55.07' 635.64' Z I O 142 55' m o rs1 tipp cnN,' vC~i1 I C D ~OA C r I m z azNa -4 f+1 Id -i~ - -Z,\ :k,!g 2 N w 1 CJ~ o N 33 55J--'6 '-a y N g a 8• N02'0p%S E C~ p r 22.00 p C~ 3-33.04' 674.89' 13.3 S00'46 09 E 707.93 'z co q°'ncNON° tR Zve u -o Itff b z I ~d I ~rz~ A a rnc. m r"' m I rr O v 70 D I~ n of * i~ 0 IV N Jd~ z ~p 'O~"'O Af7m G=') aZ~ n~ - I yr mZ a I" 2i RES Al v z o ~ ~I I Z~ v m Q -4 Cm i I cam o-< ~v~ C ICA ~ ~ Icl a .a'S~ mw viz Zy o g d^ c, ~i ~ ~ ~ ~ m v a Z e N C z oR, - Yri N o M 6 6' i--------- So' O N01'28'16"W 735.20' 3 _ _ _ _ _ _ _ - z 8 3' 133.07' 702.13' i Job ~S02'09'S6"W 17.00'.~~ L I w Z C I y m I ~7 F m G) ~I 1 O' ply co 50' S0' I ~-50.05' 707.49' 500'2717 E 757.54 EAST UNE OF THE SE1/4 OF THE SE1/4 A UNPLATTED LANDS 1 SHEET 1 OF 2 SHEETS dN~ 1 of 2 Vol 21 PaSe 5210 SAFETY AND BUILDINGS DIVISION commerce.wl.gov Integrated Services Bureau 13 East Spruce Street Chippewa Falls, WI 54729 SCO n S ~ n INSPECTION REPORT www.com (715)•26 .gov/sb Department of Commerce Date of Inspection: . September 21, 2005 Plumber Name and Address: Project Name: Joseph Unknown DEC 1 9 2005 Use: Residential Legal Description: SE, SE, 14, 30, 16W ST.CROIXCOUNTY Site Number: NA Certified Soil Tester Name and A . Subdivision: Proposed CSM James K. Thompson, CST 30021 Municipality: Town of Emerald 340 Paulson Lake Lane County: St. Croix Osceola, WI 54020 Plan Transaction Number: Sanitary Permit Number: Owner Name. and Address: Ed Joseph Wastewater Flow: 450 gpd 1735 70" Street West Persons Present: J. Thompson, K. Inver Grove Heights, MN 55077 Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at the north soil pit could be described as follows: 00-09" 10YR 3/2 sil, 2msbk, dsh, aw. 09-14" 10YR 4/4 sil, 2msbk, dsh, cw, w/c3d 10YR5/8 and 5/3 rmfs. 14-24" 7.5YR 414 sl till, 1 m-csbk, mfi, cw, w/c2d 7.5YR 5/8 and 6/2 rmfs. Soil conditions are variable across this site. The south pit on this site was suitable to 18 inches depth. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rate should not exceed 0.4 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 27 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. This mound needs to be situated so that it does not adversely affect the operation of a nearby mound. If there are any questions regarding this report, please contact me. eroy G. ansky, astew r Specialist cc: PS County ❑ Plumber Ljansky commerce.stat e#vi.us E-mail ® CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other N~2n~ S~ commerce.wl.gov SAFETY AND BUILDINGS DIVISION Integrated Services Bureau ■ 13 East Spruce Street INSPECTION REPORT Chippewa Falls, WI 54729 www.commerce.wi.gov/sb Dof Commerce (715) 726-2544 Date of Inspection: June 16, 2005 Plumber Name and Address: Project Name: Joseph Unknown Use: Residential N Legal Description: SE, SE, 14, 30, 16W ST lOpS Site Number: NA ZONI/V C( NlN ~ JIiN Subdivision: Proposed CSM Certified Soil Tester Name and Ad OFFiCF y Municipality: Town of Emerald James K. thompson, CST 30021 County: St. Croix 340 Paulson Lake Lane Osceola, WI 54020 Plan Transaction Number: Sanitary Permit Number: Owner Name and Address: Ed Joseph Wastewater Flow: 450 gpd 1735 70 h Street West Persons Present: J. Thompson, K. Inver Grove Heights, MN 55077 Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at B-1 could be described as follows: 00-09" 10YR 3/2 sil, 2csbk, mfr, as. 09-12" 10YR 513 sil, 2msbk, mfr, cw. 12-16" 10YR 4/4 sil, 1 msbk, mfr, cw. 16-22" 7.5YR 4/4 heavy sl (till), 1 msbk, mfr, w/f3f 7.5YR 5/3. Soil conditions are variable across this site. The farthest west pit on the proposed installation contour had redox features in the A horizon. Other pits varied from better than A+4 to A+0 with about 10 inches of A horizon material present. Therefore, an interpretative determination is required and the proposed system area should be moved well away from the west soil pit to avoid a complicated explanation of why redox concentrations are present in the A horizon. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rate should not exceed 0.4 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 26 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. oy G. ns y, stewat specialist cc: ® County ❑ Plumber Ljansky ommer e. state. E-mail ® CST El Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other Safety and Buildings A 10541 N RANCH ROAD commerce.Wl.gov HAYWARD WI 54843 TDD (608) 264-8777 isconsin www.commerce.wi.gov/sb/ www.wisco isconsinsin.go .gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary January 17, 2006 CUST ID No. 30021 ATTN: POWTS Inspector JAMES K THOMPSON ZONING OFFICE A.C.E. SOIL AND SITE EVALUATIONS ST CROIX COUNTY SPIA 340 PAULSON LAKE LN 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/17/2008 Identification Numbers Transaction ID No. 1230629 SITE: Ed Joseph Site ID No. 708762 Town of Emerald, St Croix County Please refer to both identification numbers, SE 1/4, SE 1/4, S14, T30N, R16W above, in all correspondence with the agency. FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1057959 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(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: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 10 inches below grade. At least 26 inches of sand lift on top of 10 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.5 gpd/ft. 4. Chisel plowing to a depth of 16 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. h JAMES K THOMPSON Page 2 1/17/2006 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. In granting this approval the Division of Safety & Buildings reserves the right to requie changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 4Balance Due $ 0.00 Leroy G. Janskky astewater pecialist Integrated Services Bureau W,SMART code: 7633 (715) 726-2544 Office (715) 726-2549 Fax Ijansky@commerce.state.wi.us INTERPRETIVE DETERMINATION REPORT INDEX AND TITLE SHEET Project: Ed Joseph A + 0" Interpretive Determination Contact: Ed Joseph 1725 70th Street Inver Grove Heights, MN P.O.W.T.S. 55077 Conditionally Parcel Address: 1725 70th street APPROVED DEPARTMENT OF COMMERCE e al Descri tion: SE1/4SE1/4, Sec. 14, T30N, R16W., DIVI ION OF SAFETY AND BUILDINGS Tn. of Emerald, St. Croix Co., WI. S~~E C ubdivision Name: Lot 2 of Proposed CSM RESP DENCE Parcel I- Number. From 010-1035-10-000 CONTENTS: Introduction, Project Information, Methods, Pagel Local Geology, Geomorphology Local Hydrology, Field Observations, Page 2 Government Reports, Conclusions Recommendations, References Page 3 Attachments: Soil Evaluation Report Inspection Report, Leroy Jansky Topographic Detail Soil Series Map, Soil Survey Manual CST: James . Thompson Phone No.: (715) 248-7767 Signature: License No.: 30021 Date: (lO5-1-06 A+0" Interpretive Determination Report Ed Joseph Property Introduction On April 18, 2005 a Soil & Site Evaluation of this site was completed by James K. Thompson, Dep't. of Commerce Credential #30021, for the purpose of determining the suitability of the site to accommodate an Onsite Wastewater Treatment System (POWTS). This proposed 1 lot CSM will comprise 5.39 acres and is to be developed to serve one single family residential home. The results of the evaluation indicated that soil suitability varied across the site, ranging from 10" (A+2" with an 8" A horizon) to 24" (A+15" with a 9" A horizon). An onsite soils verification was completed by Leroy Jansky, Dep't. of Commerce Wastewater Specialist, on June 16, 2005. Kevin Grabow, Planning & Zoning Specialist/ POWTS inspector - St. Croix County Zoning Dep't. and James Thompson were present. Proiect information: The proposed mound site is located in the southwest corner of the SE1/4SE1/4, Sec. 14, T. 30N. R. 16W., Tn. of Emerald, St. Croix County, WI., lying approximately 470' north of the center line of County Highway G and 70' east of the west line of the previously described 40 acre parcel. The site has been under agricultural crop production for several years. It is currently planted in corn. Methods Soil color, texture, consistence, and Redoximorphic features have been evaluated and recorded on the attached Soil & Site Evaluation Report in accordance with Chapter Comm. 85.60(2), Wisc. Administrative Code. The initial field investigation of the site on 4/28/05 included evaluation of 8 backhoe pits, with an additional 6 pits evaluated concurrently with the soil verification by Jansky and Grabow. One-foot contour intervals were determined within and surrounding the proposed system location by collecting rod and transit elevations at all soil pits and at 20' grid intervals throughout the proposed system area. Additional elevations and horizontal measurements were taken as needed to identify landscape position and determine separation distances from dominant landscape forms. Local Geolo2v St. Croix County is underlain by limestone and St. Peter sandstone, which is overlain with glacial till, forming the principal soil parent material. Department of Natural Resources Well Drilling Reports filed for wells constructed within the geographic region indicated till depths of 80'- 120' overlying sandstone and/or limestone bedrock. Static water levels are found at 55'- 130'. Geomorpholopry Parent Material: The parent material of this site is consistent with the mapping unit - Freeon silt loam - as shown in the U.S.G.S. Soil Survey Manual, consisting of glacial till overlain by a post galciation Aeolian loess cap. These soils are moderately well drained with moderate permeability. Landscape position: The tested area is positioned on the back slope of a glacial ground moraine at a nominal Mean Sea Level (MSL) elevation of 1187'. The contour lies approximately 375' below a uniform, convex shoulder slope. The moraine extends upslope to the west- northwest to a nominal elevation of 1210' MSL. The ground moraine extends downslope from the tested area in a east-southeasterly direction 250' to a foot slope having a nominal elevation of 1170' MSL, ending in a continuous, uniform, concave toe slope. The toe slope continues in a southeasterly direction, finally feeding into an unnamed, intermittent stream that flows at a nominal elevation of 1030' MSL ± The stream is located approximately 1450' southeast of the tested area. I Slope and Aspect: The contour within the proposed system area is smooth linear, with a slope shape that is convex along the horizontal contour and linear perpendicular to the contour. The ground slope is consistent at 6'/2% - 7% with an aspect at the south end of the contour of SSE 55° ranging to SSE 80° at the north end. 1 Local Hvdroloev: Surface Water Drainage: Surface water drainage is uniform throughout the proposed system footprint and the surrounding area within 100'. The uniform convex slope throughout the tested area disperses surface water flow away from the proposed system area. There are no areas of concentrated flow within this area. No artificial means of surface and/or subsurface drainage or ponding were found within 500' of the proposed system area. Subsurface Water Drainage: The Ap and B horizons consist of moderately structured silt loam providing good infiltration potential. When combined with the 6'/z% - 7% slope across the proposed system area, this site should provide good lateral subsurface water flow. Soil Saturation: Soil pits were evaluated throughout this property on several occasions throughout the year 2005. Evaluations were conducted on April 28, June 16, July 13, August 23, and September 21, 2005. Soil pits were evaluated to depths ranging from 25" - 49". Saturated soil conditions were not encountered during any of the evaluations. Field Observations: Soil Morphology: The soils within the proposed system area were found to be consistent with the Freeon mapping unit as shown in the U.S. G S Soil Survgy of St Croix County. Wisconsin. Moderately structured silt loams were observed ranging to a depth of 12" - 16" with weakly structured silt loams below ranging from 12" - 16". Underlying the silt loams are weakly structured sandy loams to a depth of 16" - 49". Redoximorphic Features: Redoximorphic features were observed within the A horizon of one soil pit only - B4. All other pits displayed redoximorphic features at z A+2". The proposed system area has been moved beyond the influence of the soils in this area as indicated by soil pits B3 and B6. Redoximorphic concentrations were observed as Fe concentrations within the lower portion of the B-horizon and within the C horizon. Redoximorphic depletions were not observed within any of the soil profiles. Hydric Soils: The soils a this site do not meet the criteria of being hydric soils. Government Reuorts: Leroy Jansky, Wisconsin Department of Commerce Wastewater Specialist, assessed soil conditions at the site by means of an onsite soil verification conducted on June 16, 2005. The Jansky report confirms the possible suitability of the site to accommodate an A + 0" mound. Conclusions and Recommendations: Conclusion: No redoximorphic features were observed within the A horizon of any of the evaluated soil pits, and indicate that the highest level of saturation is found at 10" below surface elevation. The lack of hydric soils indicate that the site is likely saturated for less than 5% of the growing season. This, coupled with the lack of redoximorphic depletions and the strong matrix colors throughout the profile displayed throughout the soil profiles, indicate limited saturation within these soils. The redoximorphic features observed are likely a result of short-term seasonal saturation. The moderately structured silt loam soils in the A horizon and upper part of the B horizon will accommodate the infiltration and dispersal of applied wastewater from the POWTS and will allow treated effluent to be assimilated into the subsurface soils. The convex, uniform, moderate slope will accommodate uniform dispersal of both naturally occurring surface water and applied wastewater away from the site. Seasonally saturated conditions do not occur within the upper 10" of the soil profile as evidenced by the lack of redoximorphic features. The site has a minimum of 6" of unsaturated in situ soil for treatment and dispersal of treated wastewater effluent and is therefore suitable for a mound POWTS as allowed by Comm 83.44(3)(b)1. 2 Recommendations: 1.) The mound dispersal cell should be constructed on the 92.00' contour in a convex shape as indicated on the Soil & Site Evaluation Report. The dispersal cell should be designed and installed using as much of the contour length, approximately 130', as possible. 2.) The dispersal cell should be kept north of soil pit B6. Thirty two (32") of ASTM-C33 sand fill shall be placed under the dispersal cell. 3.) The linear loading rate for application of septic tank effluent should be 4.5 gpd/linear ft. or less and the basal area application rate should not exceed 0.20 gpd/sq. ft. 4.) The mound shall be constructed to divert surface water around and away from the mound. A surface water diversion trench should be constructed at approximately 10' wide extending between 10' - 20' upslope of the mound site. Additional fill should also be added directly upslope of the upper toe of the mound and tapered into the diversion trench and graded to direct surface water around and away form the mound area. 5.) The mound shall be constructed in accordance with Dep't. of Commerce regulations and recommendations including the removal of all vegetation from the site prior to site preparation. The site should be chisel plowed to a minimum depth of 16". Final authority for approval of a POWTS mound on this site lies with the appropriate regulatory authorities, the Wisconsin Dep't of Commerce and the St. Croix County Zoning Dep't. This report and its observations, recommendations and conclusions are the professional opinion of James K. Thompson, Dep't of Commerce Credential #30021. References: 1.) Soil Survey of St. Croix County, Wisconsin. July 1978. United States Department of Agricultural Soil Conservation Service in cooperation with Research Division of the College of Agriculture and Life Sciences University of Wisconsin. 2.) Department of Commerce Chapters Comm 83 and 85, Wisconsin Administrative Code,. 3.) Field Indicators of Hvdric Soils in the United States. 1996. G.W. Hurt, Whited, P.M., and Pringle, R.F. United States Department of Agricultural, Natural Resources Conservation Service, Fort Worth Texas. 4.) Hydric Soil List for St Croix County Wisconsin. United States Department of Agricultural, Natural Resources Conservation Service. gp://ftv sc sc egov usda.gov/wi/soil/hvd/hvdlO9htm 5.) Field Book for Describing and Sampling_Soils, Version 2.0. 2002. Schoeneberger, P.J., Wysocki, D., Benham, E.C., and Broderson, W.D. (editors) 2002. Natural Resources Conservation Service, National Soil Survey Center, Lincoln, NE. m 6.) U.S. Geological Survey. Topographic Map download, http://www.terraserver.microsoft.co 7.) Wisconsin Department of Natural Resources. Well Construction Reports. httw//urodmtex00. dnn state.wi.us 8.) Ground Water Resources and Geology of St. Croix County, Wisconsin. 1976. Barman, R.G. & Trotta, L. C. 3 1927 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 7 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'h x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 010-1035-10-000 Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location ovt. Lot SE 1/4 SE 1/4 S 14 T 30 N R 16 W Property Owner's Mailing Address ot # Block # Subd. Name or CSM# 1735 70th St. West Proposed CSM Ed Joseph 4)454-3 City State Zip Code Phon City ;rs Village VI Town Nearest Road y. G Inver Grove Heights MN 55077 (6Emerald Co. Hw Use: A Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD 0 New Construction J Replacement I'M Public or commercial - Describe: Parent material Glacial till Flood plain elevation, if applicable na General comments and recommendations: Site meets requirements for approval of A+0" mound as field verified by Onsite Wastewater Specialist Leroy Jansky 6/15/05. See Interpretive Report for design recommendations Boring # Boring id Pit Ground Surface elev. 93.17 ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *E 1 PD/ft2Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 9-14 10yr5/4 none sil 2fsbk mfr Cw 1vf,f 0.6 0.8 3 14-16 10yr5/4 f2d 7.5yr5/8 sil 2msbk mfr cw 1vf 0.6 0.8 4 16-23 7.5yr4/6 f2f 7.5yr4/6 gr sl 1csbk mfi 9w 1vf 0.4 0.7 5 23-31 7.5yr4/6 fcd 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 Ong # Boring Pit Ground Surface elev. 90.79 ft. Depth to limiting factor 11 " in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 9-11 10yr514 none sil 2fsbk mfr cw lvf,f 0.6 0.8 3 11-15 10yr5/4 f2d 7.5yr5/8 sil 2msbk mfr Cw 1vf 0.6 0.8 4 15-19 7.5yr4/6 f2f 7.5yr4/6 sicl 1 csbk mfi 9w 1 of 0.2 0.3 5 19-26 7.5yr4/6 fcd 7.5yr5/8 sl 1 csbk mfi - - 0.4 0.7 ' Effluent #1 = BOD,> 30 < 220 mg/ and TSS > < 150 mg/L Effluent #2 = BOD <_30 mg/L and TSS <-30 mg/L CST Number CST Name (Please Print) Si ature: James K. Thompson 5- 3602 Address A.C.E. Soil & Site Evaluatio Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 6/162005 715-248-7767 Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 2 of 7 Boring F3 Boring # Pit • Ground Surface elev. 92.00 ft.. Depth to limiting factor 14" 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 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 9-14 1Oyr5/4 none sil 2fsbk mfr cw 1vf,f 0.6 0.8 3 14-22 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk mfr cw 1 of 0.4 0.7 4 22-36 5yr4/6 f2f 7.5yr4/6 cosl Om dsh - 1vf 0.2 0.6 F4 ] Boring # Boring Pit Ground Surface elev. 93.18 ft. Depth to limiting factor 6" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 1 0-6 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 6-9 1Oyr3/3 m1d5yr4/6 sil 2medpl mfr as 1vf,f 0.0 0.2 3 9-20 1 Oyr5/4 m2d 7.5yr5/8 & Sid 1 csbk mfr cw 1 of 0.2 0.3 f2d 10yr6/2 4 20-32 7.5yr4/4 f2f 7.5yr4/6 cosl Om dsh - - 0.4 0.7 5 20-32 7.5yr4/6 m3p 7.5yr5/8 s Osg ml - - 0.7 1.6 Horizon #4 describes soil conditions found on south face of excavation, horizon #5 describes soil conditions observed on north side of soil pit. F-5 I Boring # Boring Pit Ground Surface elev. 94.23 ft. Depth to limiting factor 15" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-6 1 Oyr4/3 none I 2fcr mvfr cs 2fm,1 c 0.6 0.8 2 6-15 10yr4/4 none sl 2fsbk mfr cw 2fm 0.6 1.0 3 15-21 7.5yr4/6 f2f 7.5yr5/8 Is Osg ml cw 1fm 0.7 1.6 4 21-46 5yr4/6 f2f 7.5yr4/6 s Osg ml - 1 fm 0.7 1.6 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 3 of 7 6 ] Boring # Boring Pit Ground Surface elev. 92.17 ft. Depth to limiting factor 12" in. Soil Application Rate F Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2fcr mvfr as 2vf,f 0.6 0.8 2 9-12 10yr5/4 none sil 2fsbk mfr cw 1vf,f 0.6 0.8 3 12-16 10yr5/4 f2d 7.5yr5/8 sil 2msbk mfr cw 1vf 0.6 0.8 4 16-21 7.5yr4/6 f2f 7.5yr4/6 sl 1 csbk mfi 9w 1 of 0.4 0.7 5 21-33 7.5yr4/6 fcd 7.5yr5/8 sl Om mfi - - 0.2 0.6 ,F-7 Boring # Boring 1 Pit Ground Surface elev. 89.05 ft. Depth to limiting factor 14" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P Z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 10-14 10yr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 12-16 10yr5/4 m2d 7.5yr5/8 sil 2fsbk mvfr cw 1vf 0.6 0.8 4 16-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 msbk mfr cw 1vf 0.4 0.7 5 24-32 7.5yr4/4 m3d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 Boring # Boring IM Pit Ground Surface elev. 77.38 ft. Depth to limiting factor 12" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-12 10yr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 12-22 1Oyr5/4 f2d 7.5yr5/8 sil 2msbk mvfr cw 1fm 0.6 0.8 3 22-29 7.5yr4/6 m2d 7.5yr5/8 gr sl 1&2msbk mfr cw 1vf 0.4 0.7 4 29-38 7.5yr4/4 m2d 7.5yr5/8 & fld 1 /2 gr scl 1 csbk mfi - - 0.2 0.3 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 <_30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Property Owner Ed Joseph - Parcel ID # _010-1035-10-000 Page 4__ of 7 Boring # Boring - 1~ Pit Ground Surface elev. 76.32 ft. Depth to limiting factor 10" in. Soil Application Rate F-9-1 - Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPQIf~? in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh 'Eff#1 `Eff#2 1 0-8 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 8-10 1Oyr3/3 none sil 1thinpl mvfr cw 1fm 0.4 0.6 3 10-17 1Oyr6/3 m2d 7.5yr5/8 sil lfsbk mvfr cw 1vf 0.4 , 0.6 4 17-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 msbk mfr cw 1 of 0.4 0.7 m3d 7.5yr5/8 & 5 1 24-30 7.5yr4/4 f2d 10yr6/2 gr scl Om mfi - 0.0 &0 F1 Q Boring # -0 Boring ✓Pit Ground Surface elev. __75. 11 ft. Depth to limiting factor <6° 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 1 0-6 10yr3/3 none sd 2fcr mvfr as 2fm 0.6 .6 0.8 2 6-12 1Oyr3/3 m1d 7.5yr5/8 sil 1fsbk mvfr - cw 1fm 0 4 0.6 3 12-20 1 Oyr6/3 m2d 7.5yr5/8 sil 1 fsbk mvfr cw 1 of 0.4 0.6 4 20-26 7.5yr4/6 m2d 7.5yr5/8 & f2d 10yr6/2 gr sl 1 msbk mfr cw 1 of 0.4 0.7 - Qd 10yr62 & gr scl Om - mf 0.0 0.0 5 26-35 7.5yr4/4 m y - - , i 11 Boring # Boring - - - ✓J Pit Ground Surface elev. _ $6.89_ ft. Depth to limiting factor 18" in. Soil Application Rate ce Boundary Horizon Depth Dominant Color Redox Description Texture Structure Consisten Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 1 0-10 1Oyr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 10-18 1Oyr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0 8 3 18-27 7.5yr4/6 m2d 7.5yr5/8 gr sl 1&2msbk mfr cw 1vf 0.4 0.7 4 27-49 7.5yr4/4 m2d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 Effluent #1 = BOD,> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 i_30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. Property Owner Ed Joseph Parcel ID # 010-1035-10-000 Page 5 of 7 F 2 Boring # Boring Pit Ground Surface elev. 82.87 ft: Depth to limiting factor 12" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2fcr mvfr as 2fm 0.6 0.8 2 10-12 10yr5/4 none sil 2fsbk mvfr cw 1fm 0.6 0.8 3 12-16 10yr5/4 m2d 7.5yr5/8 sil 2fsbk mvfr cw 1vf 0.6 0.8 4 16-24 7.5yr4/6 m2d 7.5yr5/8 gr sl 1 &2msbk mfr cw 1 of 0.4 0.7 5 24-32 7.5yr4/4 m3d 7.5yr5/8 gr scl 1 csbk mfi - - 0.2 0.3 IE Boring # Boring Pit Ground Surface elev. 94.16 ft. Depth to limiting factor 17" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2fcr ds as 2f,m 0.6 0.8 2 9-17 10yr5/4 none sil 2fsbk ds cw 1vf,f 0.6 0.8 3 17-21 10yr5/4 f1 f 7.5yr5/8 sil 2fsbk ds cw 1 vf,f 0.6 0.8 4 21-35 7.5yr4/6 c2d7.5yr5/8 sl 1msbk dh - 1vf,f 0.4 0.7 14 Boring # Boring Pit Ground Surface elev. 95.06 ft. Depth to limiting factor 24" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture M2frbkds Boundary Roots in. Munsell Qu. Sz. Cont. Color 'Eff#1 `Eff#2 1 0-9 10yr3/3 none sil as 1f,m 0.6 0.8 2 9-24 10yr4/4 none sil cw 1vf,f 0.6 0.8 3 24-37 7.5yr4/4 f2d 7.5yr5/8 sl - 1vf,f 0.4 0.6 Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 <_30 mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ' SOIL AND SITE EVALUATION 1927 Page 6 of 7 PROPERTY OWNER: Ed Joseph PARCEL I.D.# 010-1035-10-000. A.C.E. Soil & Site Evaluations REPORT MEMO Site appears suitable for approval of POWTS installation through interpretive report. Dep't. of Commerce and St. Croix County approvals must be obtained prior to system design and approval. Interpretive report will contain more specific site criteria and system design recommendations. 1 ~ S ~~Z ♦EXisfi;~ ~rnnd~ ¢.laµ M M Q 9f 93.eo' , B~ 19,Zov' ,89.x: 811 PW *(19d7, ~d Josc~.l~~o~oo. V' fiII1Q~ ID' J~'• I..I CIIX~.I ' cpc G%z % S/o,O( 3 ell I 1~ ,I I I' I , Z~ ~ I b 67 v N 3 ~ t ,64 • 83 n ,.G 11 CO. commerce.wi.gov SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street i consin INSPECTION REPORT Chippewa Falls, WI 54729 www.commerce.wi.gov/sb Department of commerce (715) 726-2544 Date of Inspection: June 16, 2005 Plumber Name and Address: Project Name: Joseph Unknown Use: Residential Legal Description: SE, SE, 14, 30, 16W Site Number: NA Subdivision: Proposed CSM Certified Soil Tester Name and Address: Municipality: Town of Emerald James K. thompson, CST 30021 County: St. Croix 340 Paulson Lake Lane Osceola, WI 54020 Plan Transaction Number: Sanitary Permit Number: Owner Name and Address: Ed Joseph Wastewater Flow: 450 gpd 1735 70 h Street West Persons Present: J. Thompson, K. Inver Grove Heights, MN 55077 Grabau An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below- the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. A typical soil profile at B-1 could be described as follows: 00-09" 10YR 3/2 sil, 2csbk, mfr, as. 09-12" 10YR'5/3 sil, 2msbk, mfr, cw. 12-16" 10YR 4/4 sil, 1 msbk, mfr, cw. 16-22" 7.5YR 4/4 heavy sl (till), 1 msbk, mfr, w/f3f 7.5YR 5/3. Soil conditions are variable across this site. The farthest west pit on the proposed installation contour had redox features in the A horizon. Other pits varied from better than A+4 to A+0 with about 10 inches of A horizon material present. Therefore, an interpretative determination is required and the proposed system area should be moved well away from the west soil pit to avoid a complicated explanation of why redox concentrations are present in the A horizon. If a mound system is designed to overcome limitations of a high level of seasonal soil saturation and slow permeability, the linear loading rate should not exceed 4.5 gpd/ft and the basal wastewater application rate should not exceed 0.4 gpd/ftz. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 26 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. 6efoy G. ns y, stewat pecialist cc: ® County ❑ Plumber Ljansky mmer .state. s E-mail ® CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other TerraServer Image Courtesy of the USGS Page 1 of 1 Send To Printer Back To TerraServer Change to 11x17 Print Size Show Grid Lines Change to Landscape MUMS 2 km SW of Emerald, Wisconsin, United States 01 Jul 1975 , a r r f 1 . , d _ r l V _ 30 C'I II , , i l _J I r r , A !e$ , v ; 01 '.SKm '.25Mi Image courtesy of the U.S. Geological Survey © 2004 Microsoft Corporation. Terms of Use Privacy Statement http://www.terraserver.microsoft.com/PrintImage. aspx?T=2& S=12&Z=15&X=695&Y=623 1/3/2006 • ST, CROIX COUNTY, WISCONSIN - SHEET NUMBER 39 =FT MaB r f i~C ~ ~ i j ,yt~ ~ OnC OnD2 R. x ~ ~ 9 0 ~ off' M•, rl. iF~ ~P , S~C~ ~ ~ •a xis` o ~ m2 ~ ~ r B y'w+cY1~ s 7 1 AoB 4$ >y; PA; \7 1~ e dra ArhCf Alt', ~A,y~ ~ ~ ~ ~ 4.. ,Fa\ ~i - ~v f. is _ ~N+.~'~{ ~ P' ~ ~ t ~ ` ~ y~~, ~1 t ~ '-.t `Ak, , 'r` : r+r: 9-' ' ? f ~~M ' t~1 •3"K~`- ~~y ` t , fi' ?4 ~Fn6 B k a BPA f', -62 III ~ ~ y ,E C2 r k MdB A ~ Sa6 , a f • ILL ~ •€a 1 3. ii ~ n ~ i. >P.. ` r j i r : o m . a j AmC 8 2 5 9 6 8 VOL 21 PAGE 5211 XATHLEEA H. LASH REGISTER OF DEEDS ST. co vi RECEIVEDxFOR kECORD CERTIFIED SURVEY MAP 05/23/2086 03:68PH LOCATED IN PART OF THE SE1/4 OF THE SE1/4 OF SECTION 14, T30N, CERTIFIED SURVEY HAP R16W, TOWN OF EMERALD, ST. CROIX COUNTY, WISCONSIN. REC FEE: 13.80 RECEIVED PAGES: 2 3.88 PREPARED FOR: EDWARD JOSEPH 1735 70TH STREET WEST OF w1S INVER GROVE HEIGHTS, MN 55077 20 y•~~ goys SURVEYOR: AUG 3 DOUGLAS J, z ZA DOUGLAS J. ZAHLER * 5-2 4 2145 S do N LAND SURVEYING, INC. 2920 ENL STREET UNPL- COO S H OS , HUDSON, WI WI 54016 241.47' p OCp 6 7'39"E y p ro$ S8 4 61 x`30 ~ `O. [ 225.36' z OUTBUILDING \ N88'51120"E 1 rb N ~L~ UNPLATTED w$ OUTBUILDING :;:4j1 c>, d~ LANDS ~m r°~; dI d I- - - - U 124.10' - - - ' OUTBUILDING S8913'51 "W I 1 r0 OUTLOT 1 ~ 1 O 11.689 ACRES ; 1 m I N (509,170 SO. FT.) 1 ' + NC. 11'286 ACRES Uj MR ' n C I Z (491EXC. R/W FT.) N 2@~ Z o o+ ~ o I rr? I I 1 O ' 1 # gas x'<0 ~i 66' WIDE ACCESS I EASEMENT R CORDED i VOLUME N S1 /4 COR. i ; PAGE- IVIN - SEC. 14 N87-50 '04-W 531.04' SE COR. 1641.62' w i I wA SEC. 14 N87'50'04"W 531.45' 437.30' V SOUTH LINE OF THE SE1/4 C_ _ _T_ _H_ _G_ -Z_ ~■r LEGEND N87'SO'04"W 2610.37' SCALE IN FEET 1" = 150' FOUND ALUMINUM COUNTY UNPLATTED SECTION CORNER MONUMENT 150 O 150 , FOUND 1" OUTSIDE LANDS DIAMETER IRON PIPE NOTE- THIS PROPERTY IS SUBJECT TO A SET 1" OUTSIDE DIAMETER BY FARMLAND PRESERVATION AGREEMENT. O 18" LONG IRON PIPE, WEIGHING NOTE' A POSSIBLE VIOLATION OF THE ST. lO 1.13 LBS. PER LINEAR FOOT CROIX COUNTY ZONING ORDIANCE WILL BE ROADWAY SETBACK LINE CREATED IF THE EXISTING STRUCTURE • • ' LOCATED WITHIN 100 FT. OF THE PROPERTY ' (100' FROM RIGHT-OF-WAY) LINE EVER HOUSES LIVESTOCK OR POULTRY. T FENCE THIS INSTRUMENT DRAFTED BY.- WILLIAM KANE SHEET 1 OF 2 SHEETS JOB NO. 6518-02 DATE: 12/13/2005 t of 2 Vol 21 Pave 5211 Parcel 010-1035-10-150 05/20/2011 10:37 AM PAGE 1 OF 1 Alt. Parcel 14.30.16.215A-35 010 - TOWN OF EMERALD Current 0 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 11/20/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner C/O EDWARD T JOSEPH 0 - JOSEPH, ANTHONY H ANTHONY H JOSEPH 1735 70TH ST W INVER GROVE HEIGHTS MN 55077 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 2592 CTY RD G SC 2198 SCH DIST GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 17.179 Plat: 5482-CSM 23-5482 010-2007 SEC 14 T30N R16W PT SE SE; FKA CSM Block/Condo Bldg: OUTLOT 01 21-5211 OUTLOT 1 (11.689 AC) NKA CSM 23-5482 OUTLOT 1 (17.179AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 14-30N-16W SE SE Parcel Histo : Notes: History: Doc # Vol/Page Type 04/01/2009 892219 LC 11/20/2007 864391 CSM 05/23/2006 825968 21/5211 CSM 05/23/2006 825966 EZ-1 more... 2011 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/07/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 10.179 1,500 0 1,500 NO UNDEVELOPED G5 5.000 4,100 0 4,100 NO OTHER G7 2.000 10,000 36,000 46,000 NO Totals for 2011: General Property 17.179 15,600 36,000 51,600 Woodland 0.000 0 0 Totals for 2010: General Property 17.179 15,600 36,000 51,600 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