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Home My WebLink About022-1095-80-103 (2) V J 4 Wisconsin DepartmeWf "Ie '§G UA 'ION REPORT Page 1 of 3 Division of Safet~30 ",Du~,1 ry 4jLLr P rdance with Comm 85, VYrs. Adm. Code .0~ Os County ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel I.D. 022 - I Y95 - 80 - 103 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. I Please print all information. Revieyveld by Date Personal information you provide may be used for secondary Purposes (Privacy Law, s. 15.04 O 1 (m)). Z IS / o Property Owner Property Location JEFFREY P. & NICOLE A. ENGSTROM Govt. Lot SE 1/4 NE 1/4 S 3 T 28 N R 18 ©r)© Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 534 N. Falls Street 14 CSM 20-5005 City State Zip Code Phone Number ity []Village ■ Town Nearest Road River Falls, WI 54022 ( 612) 532 - 3956 Emerson Valley Drive New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material shale Flood Plain elevation if applicable NA ft• General comments and recommendations: Mound System - 0.2 Loading Rate - 30" sand fill Xal Q E~ (See Interpretive Determination Report) Property Address: 60 Emerson Valley Drive G 1-71 Boring # © Boring Ground surface elev. 93.23 ft. Depth to limiting factor 9 Q Pit in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR3/2 - sil 2f-ma&sbk mvfr cs 2vf-m 0.6 0.8 2 6-11 10YR2/2 sil lfabk&fpl mfr as 2vf-f 0.4c 0.6 3 11-18 10YR4/3 c2d 10YR5/6 & 10YR4/4 sicl 1 fabk mfr as 1 vf-f 0.2 0.3 4 18-27 10YR4/4 m3p 7.5YR5/6&10YR5/2 sl Om mfr ai Ivf-f 0.4 0.7 27-c/till few cobs. F2]Boring # El Boring 95.48 8 © Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR3/2 - sil 2fabk mvfr cs 2vf-m 0.6 0.8 2 6-8 10YR2/2 sil lfabk&fpl mfr as 2vf-f 0.4c 0.6 3 8-12 10YR2/2 c2d 7.5YR5/4 sil Ifabk&fpl mfr cw lvf-m 0.4c 0.6 4 12-22 10YR4/3 m2d 7.5YR5/6&10YR5/2 cl 1 f-mabk ME cw 1 vf-m 0.2 0.3 5 22-30 shale/c Horizon 5 has some gr/cobs. * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = B0135:5 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Si re CST Number MARY JO HUPPERT/Hollister's Soil Testing & Desi 224832 Address Date va 6on Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 10 - 26 - 14 (715) 426- 1775 A I ' Property Owner ENGSTROM, Jeffrey & Nicole Parcel ID # 022-1095-80-103 Page 2 of 3 ❑ Boring # © Boring 92.93 6 Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-6 10YR3/1 sil 2f-ma&sbk mvfr cs 2vf-m 0.6 0.8 2 6-10 10YR2/2 m2d 7.5YR4/4 sil lf-ma&sbk mfr as lvf-m 0.4c 0.6 3 10-16 10YR4/3 m2p7.5YR4/6&10YR5/ cl If--msbk mfi cw lvf-m 0.2 0.3 4 16-till shale orizon 4 has cobs/stones. Boring ❑ Boring # Rpit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 *Eff#2 9 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ' Effluent #1 = BOD5 > 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. SBD-8330Test(R.07/00) Plot Plan for Site and Soil Evaluation Page 3 of 3 Property Owner EEE T ica e iv r,2an~ I" = 4.0 f. Legal Description i:;,Pr or- --g /4 pr- -r*E N (except where noted) mac, 33 zg/0 -R.tg W 11 -ROWA) o~ KIAA W*AAN IC-, ST. D = Backhoe pit Ct20 ~X CO uN-i'~/, W IS COIN S IJV . 3 7~t d A e, K; s em~ll VA may .-D.. RIVc North J -Q ~ a ~ToP ©fi=.p ~sswv~tb 100,00 O-~cr,c nac~ aZ`a Sak-n-i pl t.r ~~'3 Site Location: ! y ap- z'rx .c 1, 1[:i Adr- Face main eormmAioo via tee or oross to rna acm st ary point, iawafs are WrAc al I R ~■Turn-vpvObell vows or 1E-X->l+r)2 *21 L#eraftMorce/ssmSCM4OPVC o1anou1p4wQ per SPS TWO 364.304 Hofrs ~ilkd on the aottom of the karat DIVISION OF INDUSTRY SERVICES ~9tirnxrM~NT + • 10541 N RANCH ROAD R. aN HAYWARD WI 54843 3 p S Contact Through Relay www.dsps.wi.gov/sb/ `i S hew www.wisconsin.gov A~o~ssior~~ Scott Walker, Governor NOV2 4 ?(11d Dave Ross, Secretary ST. CROIX COUNTY November 14, 2014 -OMMUNITY DEVELOPMENT CUST ID No. 224832 ATTIC- POWTS Building Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/14/2016 Identification Numbers Transaction ID No. 2476681 SITE: Site ID No. 807881 Jeffrey P & Nicole a Engstrom Please refer to both identification numbers, 60 Emerson Valley Dr LpT) y C'5m / Soo j above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SETA, NE1/4, S33, T28N, R18W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1512000 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. Only those object types listed above have been approved; other submittals such as plumbing and those listed below under Also Submit, may also be required. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted to use a limiting depth to zone of saturation of 6 inches, as determined in the Interpretive Determination Report by Mary Jo Hupert, CST, dated 11-03-2014. The CST's report was submitted in accordance with section SPS 385.60(2), Wis. Adm. Code. All soil absorption components shall be in .0 141J accordance with chapter SPS 383, Wis. Adm. Code. con"dith • Soil conditions at this site require a linear loading rate not to exceed 6.0 gal./lin.ft./day and a basal loading rate not to exceed 0.4 gal./sq.ft./day. • Soil permeability could be impaired by compaction in the tested area; therefore, the proposed system area must DES'^-f?ztw,E` be protected from compaction prior to system installation; it is very important that site preparation and plowing Di`' ' OF SAi ET be performed when the soil is sufficiently dry. i • This approval is limited to the tested area described by Mary Jo Hupert, CST, as part of this referenced c = GC14 Interpretive Report. This report may not be applied to any other portion of the subject parcel or to other parcels. Reminders • The decision on the Interpretive Determination Report does not have an expiration date. r MARY JO HUPPERT AV Page 2 11/14/2014 Sincerely, Fee Required S 240.00 This Amount Will Be Invoiced. r When You Receive That Invoice, Edwin A Taylor Please Include a Copy With Your Wastewater Specialist, Integrated Servic Payment Submittal. (715)634-3484, Monday - Friday 8:00 am To 4:30 pm WSMART code: 7633 edwin.taylor@wisconsin.gov INTERPRETIVE DETERMINATION REPORT Property Owner: JEFFREY P. £t NICOLE A. ENGSTROM 534 N. Falls Street River Falls, WI 54022 Site Location: 60 Emerson Valley Drive SE V4 of the NE 1/4, Section 33, T28N, R18W Town of Kinnickinnic St. Croix County Structure To Be Served: A proposed 4 bedroom dwelling Prepared by: Ifiazck ; - Mary Jo Huppert, CST #224832, Designer #1859-007 Date: Hollister's Soil Testing Et Design W9875 690th Avenue River Falls, WI 54022 Phone: (715)426-1775 Fax: (same) I . INTRODUCTION A previous Interpretive Determination Report was approved for this lot in 2004. This soil tester was contacted by the property owner to move the approval to a different location due to the proposed dwelling location. It was determined that a new site and soil evaluation was needed with an Interpretive Determination Report as A+0 conditions exist on this site. This report is required to determine the suitability for installation of a private on-site wastewater treatment system (POWTS) in lieu of groundwater monitoring per State of Wisconsin Department of Safety and Professional Services (DSPS) regulations. II. PREPARATION OF REPORT This report is being prepared according to the standards set forth by DSPS 385.60(2) of the Wisconsin Administrative Code and a guideline prepared by Leroy Jansky called "Preparing the Interpretive Determination Report. " M. REQUIRED INFORMATION A. A Soil Evaluation Report has been conducted according to DSPS 385.40 and is attached as part of this report. B. Local Hydrology 1. Surface Water: no ponding appears to take place on the site based on the slope of the land and vegetation. The tested area is at the shoulder of the slope with a two percent slope. 2. Subsurface Water: some rainfall leaves the site and some is absorbed into the A horizon. The silt loam texture within the A horizon has good structure with root and worm action taking place. The subsoil has a higher clay content and a weaker structure which tends to hold more water due to the evidence of redoximorphic features at 6 inches. 3. Soil Saturation - soil appears to become saturated 61 Page 2 - JEFFREY P. &t NICOLE A. ENGSTROM under the A horizon due to evidence of redoximorphic features. Saturation conditions vary due to the depth of the heavier silty clay. No water was observed in any of the pits. One backhoe pit had redoximorphic conditions in the A Horizon at six inches. 4. Surface Water Elevations - this land area is located within the St. Croix River Basin which includes the Apple, Willow and Kinnickinnic Rivers and several smaller creeks. (St. Croix County Development Management Plan; Physical Features Analysis pg. 2-11.) The Kinnickinnic River is located approximately one and one-half miles due north and flows at a southwesterly direction. The attached topography map from the State of Wisconsin Geological and Natural History Survey shows the land thirteen feet higher than the two drainage areas that surround the proposed area. Another drainage area approximately 500 feet to the northwest drains northerly. The drainage areas do appear to carry water. C. Geomorphology 1. Parent Material - The parent material is silty clay weathered from shale 2. Landform Type - The proposed system will be in soils formed in silty clay material with underlying shale. D. Landscape Position and Local Topography - The proposed system is located in the middle of the landscape and on the shoulder of the area. The shape of the slope is linear and convex to a minimum degree. The ground surface elevation is at 1113 feet mean sea level with lower elevation northeasternly. See attached USGS Topographic Map. E. Soil Series and Mapping Units - The Soil Survey of St. Croix County has the area mapped as a Derinda Variant silt loam series. This soil tester encountered the conditions similar. The typical profile per the Soil Survey is (in a cultivated area): Page 3 - JEFFREY P. $ NICOLE A. ENGSTROM 0-9", very dark gray, friable, moderately structured silt loam 9-14", dark grayish brown, firm, moderately structured silt loam 14-18", brown, firm, moderately structured silt loam 18-25", olive, very firm, strong structured silty clay 25-30", olive gray, very firm, moderately structured silty clay 30-40", olive gray and pale green, extremely firm, massive silty clay weathered from shale 40-60", olive gray and pate green, extremely firm, massive clay shale The series is described as poorly drained soils on nearly level and gently sloping areas of shale uplands. Permeability is slow and water capacity is moderate. F. Field Observations - the proposed site has been cropped/tilled for many years. The site currently is in alfalfa but has been corn for many years prior. The soils identified were similar to the Derinda Variant Series estimating high ground water to be at 6 inches. Some soil mixing from plowing and tilling is occurring within the A horizon. G. Comparative Analysis - All pits were similar except B3 had a few redoximorphic features in the A horizon. They all had low and high redoximorphic conditions under the A horizon varying from common to many and distinctive to prominent. The prolonged saturation does occur at 6". There is no prolonged saturation for more than 7 consecutive days within the top 6". H. Government Reports and Comments - The adjacent properties to the north and south had an approved Interpretive Determination Report approved in 2004 and 2007. There are other POWTS within the area. IV. Conclusion and Recommendations - the site is suitable for a POWTS as evidenced by the redoximorphic conditions described above. There appears to be no evidence of hydric soils or hydrophytic vegetation. Most of the surface water leaves the site due to the position in the landscape. There is a slope to the site of 2% and no surface ponding anywhere. No prolonged saturation occurs within the top 6" as evidenced by the redoximorphic features. L Page 4 JEFFREY P. &t NICOLE A. f NGSTROM 1. The system shall be installed on the elevation of 94.00. 2. The sand fill shall be 3.0' of ASTM C-33 code required material. 3. Plow depth should be to the depth of 12 inches during dry soil conditions so there is no chance of soil smearing. 4. The system loading rate to be 0.2 GPD/ft2. 5. Construct the toe area of the mound system at a 1:4 ratio instead of the required 1:3 to increase absorption area. The State of Wisconsin, Department of Safety and Professional Services will review the site and report to make a final approval. Submitted by, J' ff N Mary Jo Huppert Certified Soil Tester #224832 Designer #1859-007 REFERENCES: 1.) Martin, L. (1965). The Physical Geology of Wisconsin. University of Wisconsin Press. Madison, Wisconsin. Z.) Soils. Downloaded from University of Wisconsin Education Courses website. 3.) Soil Survey of St. Croix County. (1978) United States Department of Agriculture, Soil Conservation Service, with the Research Division of the College of Agriculture and Life Sciences, University of Wisconsin. 4.) State of Wisconsin. Department of Safety and Professional Services, Chapters 383 and 385. 5. United States Geological Survey. Topographical and aerial maps downloaded from : http://terraserver.microsoft.com 6. St. Croix County. St. Croix County Development Management Plan. Physical Features Analysis. Downloaded from http://co.st.croix.wi.us.com 'CERTIFIED SURVEY MAP _ 61 Glorh J. Plunkett LoLcrtrc! re pcrrl ufdlfe Sourhec $I 31s the Northeast ojlecliv» 33, ovnship 28 Nortli, Range 18 K"en1, Tvwn of Kinnickinnic, St. Croix nty, Wisconsin, being Lot Il' of that Certfied Survey mop recorded y i1 Yitiu►i►e 1 S, Pcr~"e 4244 of St. (:rofx Crnutdy t:rrtiftrd Strrvcy Mugs. LEGEND n~ z. OaRESs 33 570tHAVENUE o Nva K- WPM MEN T N ~cslvoRrr~ w1 pair m • t.13M .17LBA fi ® NVD(Cr Ws $*"fMPr • INDCAIES t-fN• OA. IRON PIF£ fOUw BEAIbNOS AA6 REFERBNCEO TD SECTION CORNER MOA WNT (AS NOTED) O~SECT1011AS A1090 JaJa ~ T LAIC I AWPOS80 SEPTIC SYSTEM AREA ASS1 D 114131- W. (R= ) RECORDED AS j; PROKMODRIVEWAYLOCATION 1 ]_t~ ; SCAEE NV FEUr 1-■Z00' CERTIF.ED suflyEY.Mr9P. y%QgffA ( S9~'1929' E 844.8T MEAN. 6F NOR LNF=LOTH to-wrn too I QT --Q. u E1 . MAP I LOT 13 112,246 SO. FT. 7T N I OR3.954AC. .t/vE 3 'L ~00 18T7929•)i 424.21' h9 E j a : r :166.w LOT !4 i CRTtF1EID 7r ~R 142 911 SQ FT. b N {.7/13.740 AG 100' 1 ! tSlLftMy MAP Ip* z z s V47•E S 615.60 P9E-- G_.. ~ OUTtOTB 3• 1 Four a~ PIPE 117,677 R ~ OR 27527fC. P NNZ" LOT 8 sc ( CERTIFIED SURVEY M4P LMLOT11 100' c VOLUME 14, PAGE 3841 s 89'58'59' W 427.60 ~I JJ i< W SE CORNER i•~ ~ ,A~.~s COT i t I a b o y~ `SGONS~ry Rh - v-f ' N 89°58'5 " W •4, b3 i i MV , yY • i S17-13 t. I W~ i ~UfiLUBT,N71VI1. I. k,.: ~0 r, ~ • i,y xr. NOTE- i gyp •'~~a •~''~7. a Rb ~n wo / AN INtOSlOH CONTROL PLAN Wt1C BE REQIlq:EO BY 2 i THE ST. CROIX COWTYZONING OFRCE PROR TO CONSTRUCTION ON TINS LOT DATE; JANUARY 7, 2= ?y~_'~-"//'i• _ _ " ► - _ ( + _ -EAST-Msr 1N $ECrav uW, t~1,;fie I -589'S8'WA 4498.79'- -s 89.58'se•w 50.077- EAST ' -s~'91~1••w 16'- F14 CORNER Y IN CORNER rR= aaea T serrm 33• r2a t4 R to w 7 TB N R 18 W (FOUND COUNTY OCRNTSEN COUN TYSEANTSEN ALLmmm MOMMEND NONWENT) M}STRUAIENTDRAFTED5YJERALDLIARSON SHEET I OF2 :ra, '91 (Joins sheet 83) , ~ @ ~~a Du 6 4 a i DfB }i aF'` 'F a DaA t u. # e- h r, RnB 4 ui ADD2 t 9 .DfB BnB -fZ,E ~DfB y POD RnB ~oG' ~°G'2 DtB g.o! y "taE• Va8 DfB N ~ flt : F sl3 ' q `c PmC " \ HeD2 CeB _ ~ ~ 'ems 6a8 ! - OcC2 of \ PmB BnC x ~ a~C ! C luA Po6 q F.g. Pm8 . Deb e~ -c " Pm8 ~.l n a t7fg - _ m k eC2 v p- A16 o Hof w DfB T r $ • ;o S DeC2 .r fl ~ c 1 ~ ` : fit? ~i Y ~ o DeSN VaB ;DeB A A 9aB DeB ` D.es ASC$ C2 0 eC2 0Z e+ 4 pti tx SaB y r w', P Dt8 ` Det2 Dfg a o " SaB D-, r VaB JR4E beC2 sCe c fB # U Deb n x aC2 _ SrA SrA " - Sa # DfB m Y e: ..E - VaB /DfB .0 C Va8 j ATMD2 t; PoD tti~ 4zC Df6~ DfB Dtc 7 SaC2 DeB ~n ~tB VaB ptD2 vaC2 < ✓ • RpE D eB r f 'Rod Sa8 D.`.HU ^DeC2 ,RdE DeB A° G1 f eC2 Df$ 2 ¢ ~Gti tC O e . 'DfB a fp 6,~ 0 1 Wt+D Rac2 0 2 RgC2 o Fe DeB PIERCE COUNTY" is3s`0F T o ~ o° STATE CF WISCONSIN. DIVISION OF HIGHWAYS GEOLOGICAL AND NATURAL HISTORY SURV 24 7 ! NE 3 1534..._ _ rRG1 ERTS) i 535 1r R K 1116 i)o P t r ! . n ' ~ ~ ` ; 1, ~ , ~ r ~ r 1 \ \ i ~ 7 IzJ4 3 - l ! 11 r 0.0 /00 • +HI Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 022 - 1095 - 80 - 103 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. vie Date l ~(2 / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). L Property Owner Property Location • JEFFREY P. & NICOLE A. ENGSTROM Govt. Lot SE 1/4 NE 1/4 S 33 T 28 N R 18 E(r® Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 534 N. Falls Street 14 CSM 20-5005 City State Zip Code Phone Number []City Q Village • Town Nearest Road River Falls, WI 54022 ( 612 ) 532 - 3956 Emerson Valley Drive New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ® Replacement ❑ Public or commercial - Describe: Parent material shale Flood Plain elevation if applicable NA ft• General comments Mound System - 0.2 Loading Rate - 30" sand fill and recommendations: (See Interpretive Determination Report) Property Address: 60 Emerson Valley Drive a Boring # 11 Boring Pit Ground surface elev. 93.23 ft. Depth to limiting factor 9 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR3/2 sil 2f-ma&sbk mvfr cs 2vf-m 0.6 0.8 2 6-11 10YR2/2 sil Ifabk&fpl mfr as 2vf-f 0.4c 0.6 3 11-18 10YR4/3 c2d 10YR5/6 & 10YR4/4 sicl lfabk mfr as lvf f 0.2 0.3 4 18-27 10YR4/4 m3p 7.5YR5/6&10YR5/2 sl Om mfr ai lvf-f 0.4 0.7 27-c/till few cobs. 2 ] F Boring # © Boring 95.48 8 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-6 10YR3/2 sil 2fabk mvfr cs 2vf-m 0.6 0.8 2 6-8 10YR2/2 sil I fabk&fpl mfr as 2vf-f 0.4c 0.6 3 8-12 10YR2/2 c2d7.5YR5/4 sil lfabk&fpl mfr cw lvf-m 0.4c 0.6 4 12-22 10YR4/3 m2d 7.5YR5/6& 10YR5/2 cl l f--mabk mfi cw l vf-m 0.2 0.3 5 22-30 shale/c Horizon 5 has some gr/cobs. * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:< 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS 130 mg/L CST Name (Please Print) Sign CST Number MARY JO HUPPERT/Hollister's Soil Testing & Desi G 224832 Address Date Eval on Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 10 - 26 - 14 (715) 426 - 1775 rroperry wvner FMf'.RTROM lPffrev Nirnle 'raid i'v 022-1095-80-103 # QUO 2 cl 3 Boring F Boring # 0 Pit Ground surface elev. 92.93 ft. Depth to limiting factor 6 in. Soil Aodication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz Sh. *Efi#1 *Eff#2 n ~ +n<nnn _.i 7F.rrn R.o1.L 1 V-V 1 V l lt.l/ 1 11 • y ~ ~ .v v.v 2 6-10 10YR2/2 m2d 7.5YR4/4 sil If-ma&sbk mfr as Ivf-m 0.4c 0.6 z 10-16 1nvRan If_mchk ,IF, cw lvf-m 0.2 0.3 4 16-till shale orizon 4 has cobs/stones. F-1 Boring # Boring P. Pit Ground surface -elev. ft. Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I F] Boring # F Boring . p;t Ground surface elev. ft. Depth to limiting. factor. in. VVII MW Horizon Depth Dominant Color Redox Description LtL Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Efr#1 *Eff#2 1 I ( ~ Y 1 a s * Effluent #1 BODS > 30:< 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg& Me Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or -wed material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. r 4 ~Nof .d anfor Site and Foil .evaluation Page 3 of 3 Property Owner JOE NO 0 Legal Description A pZr = of se - WF (ea ee ut where note) 'qBC, 33+ T29A) 0 .1 To WA) OF KI& M(AIA) ST. is = Backhoep't egouc OuATY. W r~,cadsa) . 3d740 Ae&E-21 bD ei~Ct",y UA~y ~rZrJ~ 1~or'l t J O A 4 yl - . fr5,~zt7, ~=a~ ~fiTP ~sswu .tom lao.po a I Site Location: M 2 S K Q w y O OR Co cr1 A 0 UD VOL n %ff A. Ul r., cri e"WIA -s 0 cs Cn LV' 1739 i T 8 241.9 14FRSON BALI C~ Ln M. Yya yt r CNN 6 t ~wi". MARY JO HUPPERT . Page 2 11/14/2014 1. A monthly average of 30 mg/L fats, oil and grease. 2. A monthly average of 220 mg/L BOD5. 3. A monthly average of 150 mg/L TSS. • SPS 383.54(3)(b) (b) The servicing frequency of an anaerobic treatment tank for a POWTS shall occur at least when the combined sludge and scum volume equals 1/3 of the tank volume. • The inspection, maintenance and servicing reports shall be submitted to the governmental unit within 30 calendar days from the date of inspection, maintenance and servicing. • The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system (POWTS) in accordance with SPS 383 and the approved management plan • The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or secured except for inspection, evaluation, maintenance or servicing purposes. • Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Provide a copy of the approved POWTS plans and this letter to the owner. • Prohibit vehicle traffic and soil disturbance within 15 feet of the downslope edge of the mound pursuant to "Mound Component Manual Version 2.0" SBD-10691-P (N.01/01; R. 10/12). • Insulate 4" 0 conveyance pipe as necessary pursuant to SPS 382.30 (11)(c), W.A.C. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require 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. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, 121 - A Taylor Please Include a Copy With Your Wastewater Specialist, Integrated ervices Payment Submittal. (715)634-3484, Monday - Friday 8:00 am To 4:30 pm WiSMART code: 7633 edwin.taylor@wisconsin.gov 9,pART.k ~ DIVISION OF INDUSTRY SERVICES o~~ti~ p 9 10541 N RANCH ROAD HAYWARD WI 54843 Contact Through Relay www.dsps.wi.gov/sb/ 92d S hG~ www.wisconsin.gov A ~ ~OssIONA1'~ Scott Walker, Governor RECEIVED Dave Ross, Secretary November 14, 2014 N OV 2 4 2014 ST. CROIX COUNTY CUST ID No. 224832 : OMMUNITY DEVELOPMENT, ATTN. POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/14/2016 Identification Numbers Transaction ID No. 2476685 SITE: Site ID No. 807881 Jeffrey P & Nicole a Engstrom Please refer to both identification numbers, 60 Emerson Valley Dr above, in all correspondence with the agency. Town of Kinnickinnic St Croix County SETA, NEIA, S33, T28N, R18W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1512003 Maintenance required; 600 GPD Flow rate; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. P.O. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. co Fdi No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. `t. 7MEN pEPAR The following conditions shall be met during construction or installation and prior to occupancy or use: V'„utrr>A SP+ • A copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file _ with the Department. Changes to the approved plan must be submitted for review and approval. Failure to E G properly attach the approval and index page to plans that match the copy on file with the Department may result in enforcement action under s. 145. 10, Stats. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P (N.01/01). • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P (N.01/01). • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • The system was designed to meet the influent quality defined in SPS 383.44(2)(a) The quality of influent discharged into a POWTS treatment or dispersal component consisting in part of in situ soil shall be equal to or less than all of the following: r EZftoww MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JEFFREY P. & NICOLE A. ENGSTROM Owner's Name: (same) Owner's Address: 534 N. Falls Street River Falls. WI 54022 Legal Description: SE 1/4 of the NE 1/4, Sec. 33, T28N, R18W Township: Kinnickinnic County: St. Croix Subdivision Name: NA Lot Number: 14 Block Number: NA Par Al 1 D. Number 022 -1095-80-103 Plan Transaction No.: Page 1 Index and title Page 2 Data entry o1 i< GI I ATE Paqe 3 EZflow mound drawings , k "r. i Page 4 Lateral and dose tank O• MARY. Page 5 Distribution media c, LT comvE": ~E of t Hum, j Page 6 System maintenance specifications b ttGS D I a Page 7 Management and contingency plan %RIV R FALLS! Page 8 Pump curve and specifications CEI ••.rM"$ Page 9 Plot Plan ES pNDE Pl +JP~~ ,`rrwf9Y, I 7 fili~tttrrrn~~ew►~ Designer: Mary Jo Huppert License Number. 1859-007 Date: 10/30/14 Phone Number: 715-426-1775 ff(N-nature: Y Z&11,, V1 4W Desioned Pursuant to the SSWMP Publication 9.6 Design of Pressure Distribution Networks for B T -S.A r Pressure Distribution Comoonent Manual Ver. 2.0 SBD-10706-P (N. 01/01) :flow Mound Version 3.0 (R. 3/1/12) Paqe 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) r Residential or Commercial Design 400.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 2.00 Site Slope 94.00 Installation Contour Line Elevation (ft) 200.00 Contour Length Available (ft) 6.00 Depth to Limiting Factor (in) 0.20 In-situ Soil Application Rate (gpd/fe) Distribution Celt Information 1 4.00 Cell Width (ft) 3, 4, 5, 6, 7. 8, 9 or 10 Only 150.00 = Dispersal Cell Length (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/fe) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) c Center or End Manifold 0 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. F_ 0.166 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 12.00 fe/orifice 2.00 Forcemain Diameter (in) 230.00 Forcemain Length (ft) Does the forcemain drain back? Y 81.00 Inside Pump Tank Elevation (ft) Enter Y or N 0.00 Forcemain Filter Loss (ft) 4.55 System Head (ft) x 1.3 37.52 Forcemain Drainback (gal) 15.17 Vertical Lift (ft) 68.11 5x Void Volume (gal) 3.65 Friction Loss (ft) 105.63 Minimum Dose Volume (gal) 23.37 Total Dynamic Head (ft) 26.93 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 1.00 1.50 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons/Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) Total Working Liquid Depth (in) Weiser Concrete Manufacturer gal/in (enter result in cell B49) Dose Tank Information Effluent Filter Information F800.00 Dose Tank Capacity (gal) Pol lok _ Filter Manufacturer 22.24 Dose Tank Volume (gaVin) 525 Filter Model Number Weiser Concrete Manufacturer Project: JEFFREY P. & NICOLE A. ENGSTROM Page 2 of 9 p Mound Plan View T _ 1 /10 B ' Observation Pipe : LJ K . .r.r.r.,'r...r•}.r,r.i.r.}.r.r.r.r.}.r.r.r.r.r.:•.~.r.i.r.i.i.F.i.r.r.}.r.r•}•r.r.• r.r.$.r . .y.;.;.y.;.•.{...ti.;••{,.ti.{.'L.'ti.L.;v~.~.y.ti.y.y.'y,v'L.'L•L.~eti.~ A r.r•r•r•r•r.r•r•rY•r .Nr.r.r•r•r•r.r•r.rY•r•r•r.r•r.r•rer•r.rM•d•r•r+ d•r•rM.r ;.y.y. .•..y.yyyy.y. y.y.y.y.y.y.y.y.y y.y.y.y.•.ey.y.~y.yy.y.y.y.•..S.y .;.y.y.y.y. . W B _ I L Mound Component Dimensions Down slop a toe extension made. ft A 4.00 ft E 30.96 in H 1.00 ft K [Aft B 150.00 ft F 12.00 in z 16.00 ft L ft D 30.00 in G 0.50 ft J 11.32 ft W 600.00 (fe) Dispersal Cell Area 3000.00 (fe) Basal Area Available 4.00 (gpd/ft) Linear Loading Rate 15.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EVlow Dispersal Area Finished Grade 98.50 (ft) 0 ♦ H i/!/!fI//I!1!!I!! /I!I!//////!!/s . I F Dispersal Ceti 97.00 (ft) Lateral 96.50 (ft)-~ - i 6" ' Invert Elevation Dispersal Cell Elevation e 94.00 (ft) Contour Elevation 2.0 % Site Slope Typical Dispersal Cell Shading Key See Page 5 © Topsoil Cap a 2 ,l.,/f, Subsoil Cap _o ~ 7 Approved Geotextile Fabric Cover ASTM C33 Sand _ a = 2.0 ft 4 Tilled Layer ' r?~ y .;f• }r s {;rte F r 5 r r•r• r' ~r. i. r.J•.r y.y.y.~.. .r• }•r r.i.r r r i r•}}r-r. K•y;.y~~ L•5.;; y; ; y.y.y.y.y .C~ r•r•r.r El-flow pow Media 5 ; ti.y ; y y;• r•r•r•r •rMY•rY r•Nr M 0.5 ft ~.i}i}. .}A}p}•y y.}r}•;r. See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: JEFFREY P. & NICOLE A. ENGSTROM Page 3 of 9 Center Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below P qP 11 IF I+ X--31 k~ ' s12 LAW als & ia4# 0Wn d PIG SdhlO Off"l; point tp except emery per SRS T*k 384.304 Sth one PMs down for dfai ov • = Twn4q wkd v" or Ilea w" t4 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.03 ft Lateral Length (P) 74.24 ft Orifices per Lateral 25 Lateral End (Z) NA ft Orifice Density 12.00 fe/orifice Lateral Spacing (S) 0.00 ft Manifold Length 0.00 ft Lateral Flow Rate 13.46 gpm Manifold Diameter NA in System Flow Rate 26.93 gpm Forcemain Velocity 2.75 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and SPS 316.300 WAC 4 in. min. Disconnect Tank component is properly vented Alternate outlet location Forcemain diameter Weiser Concrete Manufacturer 2 in. Capacity 800.00 Gallons Volume 22024 gal/inch A Weep hole or antk Dimension Inches Gallons B siphon device A 19.22 427.49 B 2.00 44.48 C P4 um off elevation (ft) C 4.75 105.63 -t 81.83 D 10.00 222.40 D Total 35.97 800.00 Dose tank elevation (ft) Bedding And BackfiA As Per Manufacturer 81.00 Alarm Manufacturer SJE Rhombus Alarm Model Number AB Tank Alert Pump Manufacturer Gould Pump Model Number EP05 Pump Must Deliver 26.93 gpm at 23.37 ftTDH Note: Switches containing mercury may not be used in this system. Project: JEFFREY P. & NICOLE A. ENGSTROM Page 4 of 9 Uflowe Distribution Cell Media Layout 4.00 Cell Width (ft) 2.00 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements 4 ft Wide 8(9m)(90 Component Legend ® SR1-7A Bundle - 5 ft or 10 ft lengths SR1-12A or EZ 1201A in 5 ft or 10 ft lengths SR3-12H or EZ 1201 P or @XM SR3-12H in 5 ft or 10 ft lengths 0 4" Perforated Distribution Pipe With Pressure Lateral Inside . Tumup Enclosure - - - - - Pressure Lateral Bundles are covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 4.00 Cell Width - A (ft) 150.00 Cell Length - B (ft) Center Connection Lateral Layout Diagram Force Main 4 ft Wide Center - - - - - - - - - Connection Project: JEFFREY P. & NICOLE A. ENGSTROM Page 5 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Darrell's Septic Service Phone 715-425-1025 POWTS Regulator's Name St. Croix County Zoning Office Phone 715-386-4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1200 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 f:2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Inspect and clean as necessary at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test periodically Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ondin and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the EZflow Mound Component Manual Ver. August 20, 2007. 2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished Grade\ 000000000 egos. 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Lateral Ends at Last Orifice Where Variable Length Cleanout Begins Long Sweep 90 or Two 45 Degree Bends Same EZflow Synthetic Media 1.27 Feet Diameter as Lateral Distribution Lateral Lateral Cleanout Project: Page 6 of 9 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (EZflowMound Component Manual 8/20/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet fitter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Puma Tank The dosing (pump) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted if it is functional during pump operation, and if not, it should be cleaned. "**"'No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfU/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. P ~ A ~&6~A'I Project: ~F~"Y P Page 7 of 9 e, %auuw= ruwIrD ,unmenime Effluent Pump EP04 & EP05 Series, APPLICATIONS • Fully submerged in high ■ EPOS Impeller: Thermoplas- ■ Bearings: Upper and lower for the grade turbine oil for tic enclosed design for heavy duty bait bearing SPecrficzrllY designed lubrication and efficient improved performance. construction. following uses: heat transfer. ■ Casing and Base: Rugged Effluent systems thermoplastic design provides AGENCY LISTING • Homes Available for automatic and superior strength and corrosion cana%0sbmb*AraodW" • Farms manual operation. Auto- resistance. Fk # MOW • Heavy duty sump matic models include Motor Housing• Gast iron %Pfl • Water transfer Mechanical Rost Switch m Go" hmps is ISO W Regvei t • Dewatedrig assemWed and pry at the for efficient heat transfer, factory strength, and durability. SPECIFICATIONS ■ Motor Cover. The moplwtic FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 11-e maximum. ■ EP04 Impeller: Thermoplas- m Power Cable: Severe duty • Capacities: up to 60 GPM. tic semi`open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: I I/P NPf. seal protettion. • Mechanical seal: carbon- rotarylceramk-stationary, BUNA N elastomers. • Temperature: 104°F (4090 continuous METERS FEET' 14OPF (6K intermittent. 10- • Fasteners: 300 series - - - stainless steel. a 3o -41 sc,Fan • Capable of running dry without damage to g 2s FT components. 23, xs Motor; • EP04 Single phase: 0.4 HP. s zo 115 or 230 V, 60 HL 1550 $ RPM, built in overload with o s automatic reset 4 _ - E • EP05 Single phase: 0.5 HP, 115 V or 30V, 60 Hz, 1550 3 o RPM, built in overload with eto4 automatic reset. 2 • Power cord: l 0 foot s standard length, 16/3 r . SnW with three prong grounding plug. Optional 20 0 - foot to zo Ito so ao so yf►m foot length, l6/3 S1TW with -i S, three prong grounding plug 10 12 M11h 0 2 a a (standard on EPOS). A 2003 Goulds Pump: B397i 1'lot Plan - - Page9p of q Property Owner _.iff r£ T ' CD L E ?r Aj Fivacln A I" = 6o ft Legal I escription A mr= or- :!z V4 j5F lrtl4 , (except where noted) ~c Mj Zr29n0,, 'xag w Tok1A) Dr- KNA W-r.A.MA) IC, ST. ~ = Backhoe pit CRDo K COILA y, w m' COA S tA) : 3 ,,-7-• 0 A cRF s -r bc) e 1i V, LIZY .DplJc North L 00 sell, 3 \ SCR A z, O °ti \ Z~Q k~ ~ 3 r5A-.-TQP ar- ASS"V"LtD IOO.00 9Z,aa' Q-Ec.~cTc t~~g• j pl t... S/S 1.6 Site Location: 0 Wisconsin Department of SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in aa~7811'2 m Wis. Adm. Code ~Y ST. CROIX Attach complete site plan on pa r not lei` A x 1 in ' e. Plan must include, but not limited to: vertu and Parcel I.D. 022 - 1095 - 80 - © (S/~"L percent slope, scale or n ~1 - MIS" ) ~ bate Please itt nN nnatfon. R by Pe anon you provide Y be used for secondary purposes (Privacy Law, s. m))- 'qqfttocation Prnpetly 0irrno R ~1n 0 ❑ • DONALD JACKELEN. ) Govt. Lot SE 1/4 NE 1/4 S 33 T 28 N R 18 yl, Property s Address Lot # Block # J 1202 C.T.H. M `t - 244 Z -am v Vt. 15, City State zip code Phone Number [:]VM a own River Falls, WI 54022 715) 425 - 5753 Emerson Valley Rd. 0 Neuw Corstrudion tJseEjResidential / Nuxnber of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD ❑ Replacement ❑ Public or commercial - Describe: tt Parent material loess over till Flood Plan elevation if applicable NA General comments Mound System - 0.2 Loading Rate - 2.50 ft. sand fill and recommendalions: System Contour 102.94' - 4 U (See Interpretive Determination Report) 1 ❑ Boring # ❑ Boring o pit Ground surface elev. 102.94 R Depth to limiting factor 11 in. Sou Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDW in. Mimsel Qu. Sz Cont. Color Gr. Sz. Sh. 'Eff#1 "0102 1 10YR3/1 - sil 2f-mabk mfr cb 3vf-co 0.6 0.8 2 3-11 10YR3/1 - sil 2f-mabk mfr as 2vf-eo 0.6 0.8 3 - 5 10YR3/4 c2f 10YR5/6 & 10YR4/4 sil 2f-mabk mfr as lvf-f 0.6 0.8 4 15-20 - - chill - - - - - - 2 Boring 102.42 9 # Boring 0 Pit Ground surface elev. ft. Depth to Writing fader in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/IF In. Mu nsell Qu. Sz. Cont. Color Gr. Sz. Sh. '001 -082 1 0- 10YR3/2 - sil 3fabk mfr eb 3vf-co 0.6 0.8 as 2vf-co 0.6 0.8 2 3-9 10YR3/2 - sil 3f ma&sbk mfr 3 10YR3/4 c2d 10YR5l6 & 10YR4/4 sil 2fabk mfr c"i' 2vf-m 0.6 0.8 4 13-18 10YR2/1 e2d 10YRS/6 cl 2fabk mfi lvf-f 0.4 0.6 5 18 chill - - - Effluent #1 = BOD > 30:5 220 mglL and TSS >30:5 150 mg& ' Effluent #2 = Bop ,,:5 3o mg& and TSS < 30 mg& CST Name (Please Print) CST Number Mary Jo Hollister 224832 Address Dais Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 (Revised 11 - 01 - 04) UPDATED: (715) 426 - 1775 Jackelen, Donald Parcel ID 022 - 1095 - 80 - 100 Page 2 3 # -or Property Owner Boning 11 102.94 Depth to Writing; factor in. 3 9 Ground surface elev. ft D Pit ~ Rate Horizon Depth Dominant Color Redox Description Texture Structrne Consistence Bourxlery Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0- 10YR3/1 - sil 3f tbk mvfr cb M-co 0.6 0.8 2 3-11 10YR3/1 - sit 2f-ma&sbk mfr as 2vf-co 0.6 0.8 3 1 -15 I0YR2/1 c2d 10YR5/6 cl 2fabk mfi cW 2vf-m 0.4 0.6 4 15- chill - - - - - - F Boring 9 Pit Ground surface elev. ft. Depth to laniting factor in. Sod Application Rabe Horizon Depth Dominant Color Redox Description Texture %Uckxe Con rce Boundary Roots GPD W in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 *002 I Boring # S Boring ❑ Pit Ground surface elev. ft Depth to lerrtin9 factor in. Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 *002 ' Effluent #1 = BODS > 30:5 220 mg& and TSS >30 < 150 rrxg& ' Effluent #2 = BOR < 30 mg1L and TSS < 30 mg1L 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. SM-8330TCst (R07MO) PLOr MAN u ° wrtaa~ t ftCGAL J ~ s - ' C IPASX COUIA)Tt W15Q AJ 2-7b OF !8 ~-SOL BQM W/ VAUM ioi.3d• ND GONIM w zwa rar pR S Apems • a ~ • 60 0 MOKW pima- z° • a S► Ise. roz~ 107, all OC ~ J ~ v Oil q•t' ~erR~ . o~ sIbC.33 - ilia C.T.N. Mgt VISSD: IZID-04 1 7 C-30 c, 1 VOL 20 PAGE 5005 KATRGEER H. 1f1, M g----- REGISTER OF DEEDS RECEIVEDXFOR•kECORD 06/30/2005 11:20AN CERTIFIED SURVEY NAP CERTIFIED '(j ' S URVE Y MAP PAGES.- 2 3.00 Located in part of the SouGtheasa'/4Plunkett ofthe Northeast Township 28 North, Range 18 West, Town ofKinnickinnic, St. Croix County, Wisconsin, being Lot 11 of that Certified Survey Map recorded in Volume 1-5, Page 4244 of St Croix County Certif ed Survey Maps. owNER's ADDRESS LEGEND W9453 SrOTHAVENUE 0 INDICATES 1."O.D, x 18# IRON PIPE SET ELLSWORTH, W154011 (MIN. WT. -1.13 LBR.F) N ■ INDICATES 3/4" IRON BAR FOUND 0 INDICATES 1-114"O.D. IRON PIPE FOUND (UNLESS NOTED DIFFERENTLY) BE4RINGS AREREFM&CED TD THE E4ST-WE4T 04 SEC77ONLINE SECTION CORNER MONUMENT (AS NOTED) OFSECTION33, T 28 N, R 18 W, PROPOSED SEPTIC SYSTEM AREA ASSUMED AS S 88'58$8 W, (R= ) RECORDED AS I PROPOSED DRIVEWAY LOCA77ON I I SCALE IN FEET LQ_T__ 5 j 1"sue. LMLEMN Q~RTIF_C~Q .4/ _ V Y I R- .1kIAP VOLUME 9, I 160 50 1 0 2 0 S 87019'29 E 644.67' PA- QUO 6j6, PROPOSEDCITYOFR/VER ~QT__s, G~E3llf_lFURIIEY. ~Ir1AP FALLSETZAPPROVAL j (R=844.77 REQUIREMENT LOT LINES 100, ~'V_OLUME 75, PAGE 4Q43 swowN7rlus LOT 13 •4p .0 172,246 SQ. FT. 11ki OR 3.954 AC. NO BUILDING ~N E N 1331 CONSTRUCTION it , IS ALLOWED IN " S 87° ;19'29" E CROSSED HATCHED co 424.21' ' AREA. THIS AREA ; ! j 166.80' WT_ 4 IS RESERVED LOT 14 c~ FOR FUTURE 162,911 SQ. FT. ` 4~ 1z - N ~o - W CERTIEIED DEVELOPMENT. M m~ OR 3.740 AC. b N ,100 .N P j 2-URVEY.MAP CO. h d , z 515.60' %~11h0'~• OUTLOT 8 ~ • 117, 677 SQ. FT. Is N N FOUND f"IRON PIPE OR 2.702 AC.) N 82'E, s 88 LQ7,- 8 ' t ;2 _ SOUTH UNELOT11 ; 100' 0. ° CERTIFIED SURVEY MAP S 89°58'58" W 427.60' I Z; VOLU w O' ME 14, PAGE 3849 ° 133. .O ~ o . C~SE CORONER y o sz 33'j W ~osconrse~ ' ° N ` ` q 1 C0 `C1 I W; e° LAUR CE:- ° • I * a PHY e N 89°56'51" W 1713 ; 7k 81.50' ELDENVILLE, e' l11 I °o WI. a 0 NOTE- M I ~RFO • ° •9 J~-►~ AN EROSION CONTROL PLAN WILL BE REQU/REO BY ° j LAND z I ` ~ THE ST. CROIX COUNTY ZONING OFFICE PRIOR TO DATE, W CONSTRUCTION ON THIS LOT i JANUARY 7,2o05 REVISED: APRIL 21, 2005 - 8 89°58'58" W 4498.79' - - ' - - EAST VvpS 1/4 SECTION LINE 1 - KEST 114 CORNER • S 89°58'58" W 5288,86' S 89958'58" W 790.07' SECTION 33, T 28 N, R 18 W (R= 6289.087 EAST 114 CORNER (FOUND COUNTY BERNTSEN SECTION 33, T28 N, R 18 W ALUMINUM MONUMENT) (FOUND COUNTYBERNTSEN ALUMINUMMONUMEN7) Q~ THIS INSTRUMENT DRAFTED BY JERALD L. CARSON Vol 20 Page 5005 SHEET 9 OF 2 Wisconsin Department of Commerce S EPQRT / Page l of 3 Division of Safety and Buildings i in accordance with [and 85, Wis. M. my ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 Irk K~, Plaan r~IuS~ include, but not limited to: vertical and horizontal reference BI~1ir~dibn itnct, Q 04 Oaroel I.D. 022 - 1095 - 80 - 100 percent slope, scale or dimensions, north arrow, and locatio distance to nearest road. Please print all informatio S1 GkUIX CU0N1 evie by Date ZONING OFFICE ] 2 / O Personal information you provide may be used for secondary purpose Property Owner Property Location DONALD JACKELEN (Buyer: Gloria Plunkett) Govt. Lot SE 1/4 NE 1/4 S 33 T 28 N R 18 E (or))WW Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1202 C.T.H. M ] CSM Vol. 15, Pg. 4244 City State Zip Code Phone Number []City r]vllage Town Nearest Road River Falls, WI 54022 ( 715 ) 425 - 5753 Emerson Valley Rd. E] New Construction Use(B Residential / Number of bedrooms 3 or 4 Code derived design flow rate 450 or 600 GPD Replacement Pu e - Describe: Parent material loess over til Flood Plain elevation if applicable _ NA ft. General comments ' ns: MoVn~d System - 0. Loadin to - 2.50 ft. sa1d fill and recom mendabndati k>t I ~ 'tKX1~ S gG D Boring 4 Uti7 a c<r 1 Boring # Q Pit Ground surface elev. 104.23 ft. Depth to limiting factor 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF n ' ~1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-3 10YR3/1 sil 2f-mabk mfr cb 3vf-co 0.6 0.8 2 3-11 10YR3/1 - sil 2f-mabk mfr as 2vf-co 0.6 0.8 3 11-15 10YR3/4 c2f 10YR$/6 & 10YR4/4 sil 2f-mabk mfr as lvf-f 0.6 0.8 4 15-20 c/till Z a Boring # Boring 102.42 9 • pit Ground surface elev. ft. Depth to limiting factor in. E-Eff#1 lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#2 n ' ~l 1 0-3 10YR3/2 sil 3fabk mfr cb 3vf-co 0.6 0.8 (Ur/I'v 2 3-9 10YR3/2 sil 3f-ma&sbk mfr as 2vf-co 0.6 0.8 3 9-13 10YR3/4 c2d 10YR5/6 & 10YR4/4 sil 2fabk mfr cw 2vf-m 0.6 0.8 4 13-18 10YR2/1 c2d 10YR5/6 cl 2fabk MR cw lvf-f 0.4 0.6 5 18 - !C/ti 1 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Mary Jo Hollister Y, 224832 Address Date Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 10 - 05 - 04 (Revised 11 - 01 - 04) (715) 426 - 1775 i Property Owner Jackelen, Donald Parcel ID # 022 - 1095 - 80 - 100 Page 2 of 3 Boring # Boring Pit Ground surface elev. 104.23 ft. Depth to limiting factor l 1 in. Application Horizon Depth C;;; antokx Redox Description Texture Stricture Consistence you Soft IRate ndary Roots GPD/fP in. MunseA Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#i *Ef*2 1 0-3 I0YR3/1 sil 3fabk mvfr cb 3vf-co 0.6 0.8 r~ 2 3-11 10YR3/1 - A 2f-ma&sbk mfr as 2vf-co 0.6 0.8 3 11-15 I0YR2/1 c2d IOYRS/6 cl 2fabk Mfi cw 4 15- _ 2vf-m 0.4 0.~6 chill - I T ❑ Boring # L.! Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. MunseB Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *0112 i Bori F-1 S Boring #ng Pit Ground surface elev. ft. Depth to limiting factor in. Sot Application R Horizon Depth Dominant Cok)f Redox Description Texture Stnx3ure Consistence Boundary Roots GPDW 11 in. Munsel Qu. Sz. Cont. Color Gr. SZ. Sh. *Eff#1 *Eff#2 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/- * 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. SBD-8330Tas1(R.07100) PLOf PLAN Na3 ff 3 MUYM! UWK€TT Goa A es 4o s E a e, 2 TR_c '50A JUMM - f 'R NA{ ! 2 - 70 of PVc p/rE 9 nwz ago CP-OtX o N W1 SC'OM E~50L 00" W/ Wm a 101,31, NO COW M "AM MMIM5 pRpp~~ ~ IZ~S ul ~1410 D Nc o -r EL- 104, 2-31 Z v W J %A d~ 1 7-3 481b EX- EA.P-ff Ric 'Box a o~" cY P :c,33 x t C,T.H. M'A Safety And Buildings Division 4003 N. Kinney Coulee Rd commercemi.gov LaCrosse WI 54601-1831 www.commerce.state.wi.us/sb isconsin r Department of Commerce t retary N 1005 November 08, 2004 r' COUNTY LZONINGOFFICE CUST ID No. 224832 ATTN.- Inspector MARY JO HOLLISTER ZONING OFFICE HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022-4011 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 11/08/2006 Identification Numbers Transaction ID No. 1075603 SITE: Gloria Plunkett Site ID No. 691537 Emerson Valley Dr Please refer to both identification numbers, Town of Kinnickinnic, St Croix County above, in all correspondence with the agency. SE 1/4, NE 1/4, S33, T28N, R18W Lot:,YCSM 1 1}_~~f1 FOR: Description: INTERPRETIVE DETE INATION Object Type: Soil Saturation Determination Regulated Object ID No.: 988777 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: • 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 higest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. • The estimated highest level of prolonged soil saturation approved under this determination is 9 inches below grade. At least 30 inches of sand lift on top of 30 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. • The basal soil application rate for the mound shall be 0.2 gpd/sf, and the linear loading rate 4.0 gpd/ft. • Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. • 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. • 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. • 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. • 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. MARY JO HOLLISTER Page 2 11/8/2004 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. In granting this approval the Division of Safety & Buildings reserves the right to require 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 Balance Due $ 0.00 Leroy G. J sky, Wa water cialist Integrated Services Bureau WiSMART code: (715)726-2544 Ijansky@commerce.state.wi.us IYov 01. 04 04:15p owner 7154264927 P-5 Mary Jo Hollister W9875 690"Avenuc }liver l'alls, Wl 5+o2Z (715) +Z6 1775; fax. +Z6 - +827 Interpretative Determination Report 1 2 Octo6er 200+ 1 ®7 5 03 1 Property Owner: Donald jackelen Buyer: Gloria Plunkett P ~'~'~'T'S' Conditionally Location: 5F /+ofthe NE Section 33, T2,5 N, R1 M, rh 111% Town of Kinnickinnic,.5t. Croix County, W/ sconsin COVE LotA C5M Volume 15, Page +2++ DEPARTMENT OF COMMERCE QIVIS N OF SAFETY AND BU LDINGS `~Z P. you y INTRODUCTION: z cO ESPON NcE On 23 August 1999 a site and soil evaluation was completed for two new septic systems for vault-type privies with replacement mound systems. At that time, the State of Wisconsin Comm 8 3 code stated new sites needed 2+ inches of suitable soils. The tested areas showed suita6le soils for an A+ 7 mound system. The 16 acres were surveyed and split into two lots. (see attached survey map and the Site and foil Evaluation Report.) Currently, the 10 acre parcel is listed for sale and the potential buyer has plans to split the 10 acres into two 5 acre parcels, one being for a Family mern6er. This required another site and soil evaluation report for the second lot. A site and soil on-site was conducted on 5 October 2oo+ 6.9 this soil tester. Four 6ackhoe pits were dug along with five hand borings. No A+4 conditions were encountered. GEOLOGICAL hl5TORY: As we know, this area in Wisconsin is an area of the Glaciated Kegion which occurred 55,000 to 50,000 years ago. This caused erosion, deposition, stream erosion and other processes. Wisconsin is divided into five natural regions which are related to land 6y the use of plants, animals and 6.9 man. Also the boundaries are determined 6,9 soil texture and 7154264827 p° 6 ' Nov 01 04 04:16p owner Page 2 - jacl elen structure in the underlying rocks. St. Croix County is located in the Western Upland which (Martin, L. (19 65). The Physical Geology of is underlain 69 Ordovician dolomites. actin, Wisconsin. University of Wisconsin Press, Madison, Wisconsin.) This Part of St. Croix County was formed 6y ground moraine deposits from the Wisconsin stage of glaciation. The parent material at this site is loess over glacial till. LOCAL HYDROLOGY: This land area is located within the St. Croix River basin which includes tl,e Apple, Willow and Kinnickinnic Rivers and several small creeks. (5t. Croix County Development Management Plan; Physical reatures Analysis pg. 2-> > The Kinnickinnic River is located approximately one and one-half miles due north and flows at a southwesterly direction. Much of the groundwater is recharged from rainfall. The attached topographic map from the State of Wisconsin Geological and Natural History Survey shows the land thirteen feet higher then the two drainage areas that surround the proposed area. Another drainage area approximately 500 feet to the northwest drains northerly. The drainage areas do appear to carry water. This area is indicated on the copy of the Soil jurvey map as Derinda variant series which arc on ridge tops of shale uplands that are gently sloping and somewhat poorly drained. Thcre arc no wetland areas or areas of ponding water in the tested area. 5O1L MAPPING As indicated in thejoil Survey of 5t. Croix County, Wisconsin pu6lisl,ed 6y the National Cooperative Soil 5urvey the area tested is mapped as Derinda Variant silt loam with t to 6 percent slopes. The order is an Alfisols and is classified as A9uollic Hapludalfs which has properties of wet and simple horizons. These soils are formed mostly under broadleaf deciduous forest and where drainage is not restricted from the water table and has erratic soil moisture regime. (Keys to Soil Taxonomy (Soil 5urvey Staff) U5DA NRC5.) Nov 04 04 04:16p owner 7154264827 p.7 rage 3 - jackelen SOIL CONDITION5 AND 50RIyACE WATER FLOW: The soil evaluation completed 6,9 this certified soil tester encountered an A horizon of 9 to 1 1 inches of silt loam with no redoximorphic features and with root and worm action present. This indicates that there would be enough in-situ soil to accommodate a properly functionally soil adsorption system. The soil colors are more of a grayish brown then a gleyed color that is associated with wet conditions. Kedoximorphic features are observed underthe A horizon and into the glacial till. The E) horizon consists of silt loam to clay loam with no massive conditions. The till material consists of clay and some gravel. In 2003, this soil tester completed two soil reports on neighboring property located approximately 500 feet northwest of this site. The A horizons were deeper and darker due to the fact the site is forested and has not been cultivated. On-sites have been completed 6,9 the County personnel and a copy of that report is attached. The two sites that were tested in 1999 with A+ 7 inches are located approximately 600 feet southwesterly. According to the 5t. Croix County map for depths to groundwater, this area is mapped at greater than 75 feet. (Map enclosed) The surface water flow is apparently straight down into the A horizon which may be perched in the 5 horizon as indicated by the redoximorphic features. The drainage from the site appears to flow away from the site in three directions as indicated on the topography map. Located to the cast of the property are four dwellings with mound systems. The elevations at these sites are lower. Thcy appear to be mapped as the same soils but with 6 to 12 percent slopes. CONCLUSION= The landscape at this site shows the water movement away from the tested area with drainage to the east on both sides. These soils will properly accept and treat the wastewater with a long and narrow mound system. There is adequate depth of nine inches before the soils become saturated for any length of time. Based on all this evidence the proposal shall owner 7154264827 P•• 8 ' Nov 01 04 04:16p REFERENCE S: 1) Martin, L. (1965) The h sq j_ ical Bolo of isconsin. university of Wisconsin Press, Madison, Wisconsin. Z.) Soils. University of Wisconsin E-ducation Courses. 5.)5t. Croix County Development Plan. Volume Two;15aekground Studies. Physical Features Analysis. 4.) foil Jurvey of 5t. Croix County (1978). (Anited rjtates Department of Agriculture `joil Conservationjervice and Research Division of the College of Agriculture and Life Sciences, university of Wisconsin. Mov 01 04'04;16p owner 7154264827 p.9 Page 4 - Jackelen be: 1-) The depth of the approved sand be at least 2.50 feet for adequate treatment and dispersal. 2.) The mound system be designed long and narrow with a linear loading rate 4.o gpd/ft. and the basal soil application rate shall be 0.2 gpd/4.2. 3•) Chisel plowing to a depth of 12 inches immediately prior to sand placement. 4.) Increase the slope areas around the mound systcm to increase absorption areas. 5.) Surface water is to be diverted from the mound system with either a grass-way diversion or upslope area of mound system designed with a greater slope. 6.) System contour elevation 104.25 ft. (Sec revised Flot Flan.) Kespectfully submitted, (Mary Jo Hollister C5T 22+8 5 2 owner 7154264827 p.2 Nov 01 04 04:15p WisconsinDepartment ofComma= SOIL EVALUATION REPORT Page 1 of 3 Division of safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST. CROIX Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited W. vertical and horizontal reference point (BM), direction and Parcel I.D. 022 - 1095 - 80 - 100 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Reviewed by Date Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location a DONALD JACKELEN (Buyer: Gloria Plunkett) Govt Lot SE 114 NE 114 S 33 T 28 N R 18 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSW 1202 C.T.H. M 11 - CSM Vol. 15, Pg. 4244 City Staie ZJp Code Phone Number ity rl .11age • Town Nearest Road ( 715) 425 - 5753 Emerson Valley Rd. River Falls, WI 54022 3 or 4 450 or 600 GpD Q New Construction UseE) Residential / Number of bedrooms Code derived design flow rate Replacement © Public or commercial - Describe: ft Parent material loess over till Flood Plain elevation if applicable ply General comments Mound System - 0.2 Loading Rate - 2.50 ft. sand fill and recommendations: Boring # 0 Boring Ground surface elev. 104.23 ft. Depth to limiting factor 11 to ■ Pit Sol lication Rate Pit Horizon Depth Dominant Color Redox Description Texture Structure Sh. Consistence Boundary Roots yE GPD1fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. 1 0-3 I OYR3/1 sit 2f-mabk mfr cb 3vf-co 0.6 0.8 2 3-11 10YR3/1 sit 2f-mabk mfr as 2vf-co 0.6 0.8 _ 0.8 3 11-15 10YR3/4 c2f 10YR5/6 & IOYR4/4 sit 2f-mabk mfr as Ivf-f 0.6 4 15-20 - - chill U Boring 102.42 9 Boring # O pit Ground surface elev. g. Depth to limiting tailor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,E GPDIf E in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 01 - 1 0-3 10YR3/2 - sit Malik mfr cb 3vf-co 0.6 0.8 sit 3f-ma&sbk mfr as 2vf-co 0.6 0.8 2 3-9 10YR3/2 ~ 0.6 0.8 3 9-13 10YR314 c2d 10YR5/6 & t0YR4/4 sit 2fabk mfr c.,~, 2,f-m 4 13-18 10YR2/1 c2d IOYR5/6 cl 2fabk mfi cw Ivf-f 0.4 0.6 5 18 - chill Effluent #1 = BOD > 30 S 220 Mg/L and TSS >30 150 mg/L " Effluent #2 = BOD 30 mg/L and TSS < 30 mg1L CST Number CST Name (Please Print) Signature 224832 Ma Jo Hollister Ill r,G ` Date Evaluation Conducted Telephone Number Address 426 - 1775 W9875 690th Avenue, River Falls, WI 54022 10 - 05 - 04 (Revised 11 - 01 - 04) (7)5) 42 n-,1 7 Nov 01 04'04:15p owner 7154264827 p,3 Property Owner •Jackelen, Donald Parcel ID # 022 - 1095 - 80 - 100 Page 2 of 3 a Boring # Boring pit Ground surface elev. L04.23 ft. Depth to limiting factor 11 in- Sol Application Rate Horizon Depth Dominant C Redox Description Texture Structure Consistence Boundary 92,f-m GPD/fR In. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. •EfF#1 'Eft#2 1 0-3 10YR3/l - sil 3fabk mvfr cb 0.6 0.8 2 3-11 1oY~/1 _ sit 2f-ma&sbk mfr as 0.6 0.8 3 11-15 10YR2/1 c2d 10YR5/6 cl 2fabk mfi cW 0.4 0.6 4 15 c/till a Boring # Boring g Pit Ground surface elev. ft. Depth to limiting factor in. Sol AMA cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh_ •Eff#1 •Eff#2 F] Boring # Boring Pit Ground surface elev. ft. Depth to limitiny factor in, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOW in. Munsell Qu. Sz. Cont. Color Gr. Sz_ Sh. -Eff#l •Eff#2 " Effluent #1 = BODS > 30 5 220 mg/L and TSS >30:5 150 mg1L • EfRuent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SOD-MMOrrect (KOTAW) 7154264827 P• 4 Nov 01 04 04:15p owner FOf ALAN U.X K~ R A . s ~ O , ~ eS u0 S ~ ~G 'B•OX- ti E u a s " g -70 4D Eve PilE 9 B o R aw uA iex t /Dt,31~ x co wi 5 cP0AJ EI-WL 00" W1 MOM w COMM w 5wpa IUV`• to t• D~o r[1 ~ , N -S . o z ~C' r T i-u CL.t02k2~ EV i 04, 7~ 7 j 2 a~fl LU i 0 ~ J r Q ff RiC E~10a'~j, . eip-px l o~ P c -2 a w see 3's X < CT.N• M'A + OCT-12-.04 02424 PM MURPHY LAND SURVEYING 7154269711 P.02 CERTIFIED SURVEY MAP r" Donald P. and Theresa M. Jaekelen Located in part oJthe Sowhecx6t % the Nartheast % of Section 33, Township 28 North, Range IN West, Town of Kinnlckinnic•, S!. Croix County, Wisconsin, bring Clutlu! 7 of that Certified Sunray Map recorded in Patymc 11, Page 3(i91 of St. Croix County Certified Survey Maps. ' LEGEND I BEARINGS ARE REFERENCED rO 1 0 INWCATES 3/4.O.O. x 18•ROUNO IRON THE EAST-WEST 4N SEC"LINE BAR SET (NNN WL • 1.13 LBAIN. FT.) I OF SECTRlIV 7], T ]6 N R 16 W. 0 INDICATES !-IN' O.D. IRON PIPE FOUND I ASSUMED AS S 89•SI ~9" W. s 0 SECTION CORNER MONUMENT 05 NOT@D) - ' i I SCALE 0 FEET f"- M' ` I C !F E R Y MAP VO UME 9 I ART L 4 S~ _ ~ , So o 1 - - Y oo PACE 35 j erlszs E P ~ LOT 9 GE13-T-1-F(EQ SURVEY UP PAGE 4043 80. .6TT I VOLUME 15, _p c 11, 100' s1sl'"` a W_MER'S ADDRESS LOT 11 I O. ,j . 452,834 SQUARE FEET OR 10.398 ACRES 1202 C. T.H. Ar I 'WVERFALLS, ws4022 i aT3 LQT-~ MI SURVCY.MAP lAZi ~4~! jQ 1~5 ~D J TOM PAGE1.6.1-0 NfrE_ 3'33' 1 SOON N89°58'S8"E 100` I X~ y.•.••. 427.60' T ~Qw; LAVRENCE MI1RP41Y / s~i., •~I. - 8 Yv. 51713 100` w' RIVER : a r:I SE~rC AREA PROPOSED 14. FALLS, ~D SEPTIC AREA V VI, sWX51•E LOT 12 -Ise ► ,AND t. - 1 1 I R+~ sJ 81.50 g 201.491 SQUARE FEET OR 6.003 ACRES i ' I (23;:706 SQUARE FEET OR 5.446 ACRES v I LQT- EXCLUDING ROAD RIGHT OF WAY) TIFIEQ SURVEY MAP ! 100, 3'33` ~ER / 8 ----1--------------- . j _ moo 1"W $ OI.UJWE_1.4, PAGE 3841 S 89's9'09 IN 77 56 S89.59'09 W 1 /va 119.06' i - u1 _ •h M 47.09' S6D'56wW NiERLAYE COIINTYT HIIIOIAYAY71l 40N.3r S89°58 1! 495.42' -3.6ASYW T90.oT- All, _4pp]66y r / HWAy " - S 96'5658' W 6286.!8•.. _ y Mum H/G + EAST fa CORNED . i s • 0 . TI... f M1" 1- ST 114 CORNER IR=5266.06) SEC77ON 33. T ?f N. R 1.9 w TOW JJ, T28 N. R teW (FOW10 COl1NTYEERNTSEN M1 COUNTYBERNTSEN UNPMTLM44NHUS ALLOWUNNOMM&T) M MOAnA6F'N>) INSTRUMENT DRAFTED BYIERALD L. LARSON SHEET I OF 2 j ' 14 • . 7154269711 P.03 ` OCT-12-04 02:25 PM MURPHY LAND SURVEYING . CERTIFIED SURVEY MAP Donald P. and Theresa M. Jackclcn " f Located in part of the Southeast the Northeast of Section 33. Township 28 North. t Range IS West. Town of Kinniekinnic. St. Croix County, Wisconsin, being Oullot 7 of that Certified Survey Map recorded in Volume 11, Page 3091 of St. Croix County Certified Survey Maps. lion at certain parcel of land located in part of the Southeast'/, the Northeast '/,ofSec~u ~c 33, of 1 at iprtrtficd oith, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, being +a Ivey Map recorded in Volume 11, Page 3091 of St. Croix County Certified Survey Maps, more fully 1 'escribed as follows: `commencing at the East corner of said Section 33; thence along the Last-West Y, section line of said 'tion, S 89° 58' 58" W, (assumed hearing on the East-West 1/+ section line of said Section 33), a distance of 0.07' to the Southeast corner of said Outlot 7 of that Certified Survey Map recorded in Volume 11. Page 1 of St. Croix County Certified Survey Maps and the POINT OF BLCWNING of the parcel to be herein M scribed; thence continuing along said kast-West'h section line, S 89° 58' 58" W, 495.42' us the Southwest Prier of said Outlot 7; thence along the West line of said Outlot 7, N 00° 10' 50" W, 1300.37'; thence along a 14 North line of said Outlot 7, S 87° 1912911 E, 644.67' (recorded as 644.77'); thence along the Fast line o s d Qutlot 7, 5 02° 37' 28" w. 456.87; thence continuing along said East line, S 51 ° 33' 01" W, 137.75'; ce continuing along said East line, S 01° 13' 52" W, 728.25' to the POINT OF BEGINNING. containing r ,.14,325 square feet or 16.399 acres, being subject to the right of way of Cuunty 't'runk Highway "M" for dway purposes over the Southerly portion of said parcel as shown on this map and subject to all other c ments and restrictions of record. ~consin) te of Wis unty of Pierce) 'Laurence W. Murphy, Registered (:and Surveyor, du hereby certify that by direction of the Owners. Donald nce with offi .and Theresa Ja , l Whave isconsin Statute and Ordinances of St. Croix County a dathat his m p and `nods, Chapter r 236.34 .34 of of Wisc.or kription are a true and correct representation thereof. ipated: October 25, 2001. p(IL: Each parcel shown on this map is subject to State, County, and Township laws, rules and regulations { o, wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact '.?te St. Croix County Zoning Office and appropriate Town Board for advice. is LA RFP4Cf:*- MURPI IV 8 1713 :yFLOENVn.6 E. t • WI. ~•4n q r' O~A'•-•~•. ~.Jad LAW) SHEET 2 OF 2 'J US INSTRUMENT DRAFTED aY JERALD L. (ARSON COnlnlerCe.W1.gOV SAFETY AND BUILDINGS DIVISION Integrated Services Bureau 13 East Spruce Street isconsin INSPECTION REPORT Chippewa Falls, WI 54729 www.commerce.state.wi.us/sb Department of Commerce (715) 726-2544 Date of Inspection: November 1, 2004 Plumber Name and Address: Project Name: Plunkett/Jackelen Unknown Use: Residential Legal Description: SE, NE, 33, 28, 18W Site Number: 691537 Certified Soil Tester Name and Address: Subdivision: CSM Mary Jo Hollister, CST 941121 Municipality: Town of Kinnickinnic W9875 6901h Ave County: St. Croix River Falls WI 54022 Plan Transaction Number: 1075603 Owner Name and Address: Sanitary Permit Number: NA Gloria Plunkett Wastewater Flow: 450-600 gpd Persons Present: 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 CST B-1 could be described as follows: 00-09" 7.5YR 2.5/2 sil, 2csbk, mfr, cs. 09-14" 10YR 3/3 cl, 2cabk mfr, cw, w/ c2f 10YR 4/6 rmfs 14-18" 7.5YR 2.5/2 cl, 2mabk, mfr, cw, w/ 10YR 4/3 ped interiors including c1d 10YR 5/6 rmfs. 18-22" 5Y 4/3 c, Om, w/ c1d 10YR 5/6 rmfs. A mound system installed at this site needs to be installed along the 104.23 foot contour as shown by the CST. It would be acceptable to designate an additional 40 feet of suitable contour length along the 104.23 ft contour line being 20 feet being north of B-1 and 20 feet being south of B-3. 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 rated should not exceed 0.2 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 30 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 (104.23 ft). The mound shall be constructed to divert surface water around the mound structure as much as possible. If there are any questions regarding this report, please contact me. L y G. Ja ky, Wa water S cialist cc: ® County ❑ Plumber Ljansky@c merce.state.wi.u E-mail ® CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other ~©l~flL~~91 . f NUMBER 91 FLU ~1K~i N ~5}JppRI vJ -T2 ` ioW.u OF Kp1tjVCKIA))u)C 5T. C=120 1X COU /\YT (Joins sheet 83) Du PmB O HrB se's O D8A KBnc in t II h. ilfl F„ a ,r Hr 3- BnB DfB ~;t~f6 f, v ~s ~ e~2 VaB Df6 Ash a~ PmC y{ " N t f ~Q . R N8~2 GaB n BnC PmB ` ' ' „RBC2 ~ APCZ FOR-J1 ? C Pm8 e fl Pm6 ~B ,d eC2 D DeG2 , s { B 1'rr#C s • k - . .-i'' . ' w 00 ul) a f' ~ o r+ VeC2 r O ! I$ E ~VaB : D SaLi Sai 2 a eB _ 'g { G fB q O '."3"r t •s.:"r fir. Deb IWI, Sr`A o Vas DfB a Dt8 0 en De VaB Rn n • OEC h M * f Y - _ I C2 7 , tH 0 r r SaB Rdf B a, ~a O ~ o u.. DeG2 r eB' v ~aC ' r GeC2 e Df DfB eB Dfe Q~~~ Oto~, Ro`vFhe `i ~SrA RecZ. Q RSC2' PIERCE CO NTY 1 335 FE r 00 STATE OF WISCONSIN. DIVISION OF HIGHWAYS GEOLOGICAL AND NATURAL HISTORY SURV 247 1 NE `33 534 (RO ERTS) 535 K N • , i 7 0) 1 ~ ~ ~ ~L~ ~ I is F_ / , ,fir t _ . ~ 'jtl~_ Jj*,__^ ~ _~•~3, • r~ a ' ~ ~24 f ~'S''-~' • i rr l 16 /00 f/ J Fh ~ Page 1 of 1 St. Croix County Del Cit Line Polk St Croix County Lino M 1s s~ ; ` 414 21 2101 4 ~I r 85t I C OW th 1 C,ou ty H~'hw In w . ° aF 2a n I - - C ih R ott ~ Ut .r.. 1 Oth Cunt Hig vOAY United Jtet s 12 9 h 9 ;$0~ a C ugh , Y T N' 8 c ~ ~ 70k u' o d J - h k ~ r „ u g ~ e `ountY ig via [}VS r ' ~ S 8tp t. 10th 0th i< co' Hi v~ M - armon 89A http://www.co•saint-croix.wi.us/Departments/Planning/DevelopmentPlan/12_Depth to_G... 10/12/2004 •3 15t at 9st h 69 A ~ P v , i o y aat N "I 4% 1 ~Q S } E 0 1112, 3 z th n ._.e . trn 1 ~ t c d8m DH un 4} 30th a ~i ~N' M kQ # uE& (D "a * a t T £9 ,tsm t31 H 01, Rte! 4 j 233r a O ~ t ~ H Q. O H• hw p f f!) W U a 4}{}g y .t h 10 ' $ e ' n H OM ( ' o ►1KYB , } , 4 Z a IL 4 !H a 1 0th . 3 7th 1410 ~C Spa DI m5 7 1 sunoo # ym ascaac.. ' S W LNG 4 tj v IQ a) i Co 8 C4 T ~ •p ter.. in C. 22 N n ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER w u ■ a ■ •••a 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715) 386-4680 Fax (715) 386-4686 me'mo to Fi Ie From: Pam Quinn, Zoning Specialist Date: 6/28/2004 Re: Soil on-site (NE % NE 1/4 Section 33, Town of Kinnickinnic - Jay Uldrych)1 On June24, 2004 a soil on-site determination was completed at the request of CST Mary Jo Hollister to verify that A+4" conditions (minimum state requirement for a mound Private On-site Wastewater Treatment System (POWTS) can be met. Staff (Pam Quinn) concurs with the finding of >A+4" conditions; mottling and redoximorphic features were not observed within 4 inches of the thick (>20") silt loam A horizon. Hand borings were dug in the vicinity of B 1 & B3 on the southerly tested area to verify reported conditions. An additional hand boring was dug below the B3/B2 contour, where soil conditions appeared to be consistent. Mary Jo will need to make some corrections to the original reports, but the soil descriptions are acceptable. Two tested areas have been provided on this property, with the intent to split the acreage into 3 lots. The following comments must be addressed prior to applying for a Certified Survey Map approval: 1. Although soils have been located on the property that meet the minimum requirements for a mound system, the two tested areas are in extremely close proximity to one another, which make it nearly impossible to install one without affecting the other (damage by compaction from heavy equipment, etc.) Both sites have limitations on the mound dimensions (6' x 75') and design wastewater flows (450 GPD) due to property lines and steep (>20%) slopes of the adjacent ravine. 2. Both tested areas are so close to property lines that heavy equipment and materials needed for mound construction would not be able to access the sites unless permission is granted by neighboring land owner. 3. A ravine with >20% slopes separate the potential mound sites from the remainder of the acreage, which creates a problem for installation of forcemain pipes and pump chambers. Excavation on the slopes within the ravine may require a special exception permit. No tank installation is allowed below an identified Ordinary High Water Mark (OHWM). 4. A qualified master plumber should be consulted to determine the feasibility of pumping wastewater to the tested areas, especially the idea of trying to re-route wastewater from the existing house. The estimated costs and logistical problems should be considered prior to developing a concept for lot splits. 5. The property owner should contact the Dept. of Natural Resources to determine if the ravine and its intermittent flow meet the definition of a "navigable waterway" and to delineate the OHWM. A Certified Survey Map must be approved before any sanitary permits can be issued by the zoning department. 10/27/04 WED 09:03 FAX 715 386 4686 ST CRX CO ZONING 004 +eHur anR:iationsSOIL AND SITE EVALUATION REPORT Page of 9 ~O►rlsion of safety & tiuildinw in acCord with ILHR 83.05, Wis. Adm. Code COu Attach complete site plan on paper not less than a 1/2 x 11 inches in size. Plan must include, but ro X C 4 Li~rt~ not limited to vertical and horizontal reference point (SM), direction and 9'0 of slope, scale or PARCEL 1_0. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION-PLEASE PRINT ►TION. REVIEWED BY DATI: R EU trLP rf'46d ~ 1✓rn - ICIR,,STATE ROPERTY OWNER: PROPERTY LOCATION GA.r 4 1 5F 1/4 NG' 1/4,S 33 T .2V N.R J$ ~'W . ROPS . OWNER':SMAILING DDRESS LOT.tI'; BLOCK # SUED. NAM): OR vM# (07 fnerson ~a.l e (p~rd Inv ZIP ODE MAI AA [3VILLAGE J(fOWN NEAREST ROAD V Z,' a 11 'I. 5y~2 Z.t x`;= 4 1; ► n rit c I Y~ ri C t. t4. AA New Construction Use I J Residential r _ 01. ' opals n ib J J e~+ _S Addition to existing building J J Replacement Public or commer`~t t~esar01W' Code derived daily flow gpd 1`10(nmended design IQadino rate,_____bed, gpMm trench, gpd/ft2 Absorption area required bed, ft2 trench, ftZ -Maximum design loading rate _bed, gpolft? trench, gpd/ft2 Reoommended infiltration surface elevation(s) ft ( referred to site plan bench ark) Additional design / site considerations Parent material 2X d6w, 16&m, 01 Flood plain elevation, if applicable _ N ft S Suitable for system CONVENTIONAL MOUND IN-GROU D PRESSURE AT GRAD SYSTEM IN FILL ADI G TANK N UUnsuitable for s stem IJ S U ❑ S U S U Q S U D S U E3U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourr>>aly Roots GPD/ft in. Munsell tau. Sz. Cont. Color Gr. Sz. Sh. Bed T iii E13 I 1 1 l0 12 ~ SI ~ Z m mn ~r C 2 P -'P 2, It-z4 c~ Ground elev. Depth to limiting factor AA Remarks: +L4 oi-Im Boring # I 0-if ~oy1~31-1 sal m -fir s CZ z t rZ `t /3 7 s yrZ c;/-4to!rC-1 I'y1 M c ~1 rP 1° Ground elev. y'ovur~t a4 L). t~ ft. u?c~- .r Gt ra 8 -rn.~-... J 0 ~ . Depth to A uJ 0%!r- br,y~ 1 e d 't I limiting facJor -OlA e-Y t' i I SUS SO t ( C&Lpei NA, h ~ k+ @Y"~ J) 1S Gkl er@ SG Q ~Ir Yea Remarks: a A+H`~ NoY~1.an -je e:-Plees rint t r Phone: / L425- 139 Address. l N 3 5C10 2 Z Signat - Date: CST Number: r. 26, 19949 JVt0$ 70'7 _10./27/.04 WED 09:03 FAX 715 386 4686 ST CRX CO ZONING 10005 PLOT PLAN Page of. 2 Property Owner'-- Legal Description-Oi----of CSM Legend: , BM A -A sec. 33~ Tzg nl, I8 W -tbwh o-IP IC►nri K~nnl c sr~C.'~n haW eid s~-,Cro+x Cou,rF~,~ Wiscons~ $oil' ' boring, w/backhoe 64~. '77 r -to PIG r~ 00 Loii . )040 0.Crf S r wi4,ob' W Signed CST Q~u~LST~~ Date M0,3107 - 10/27/04 WED 08:02 FAX 715 386 4686 ST CRX CO ZONING 0902 Wla-tonsln Depaf{n~en1 of Indusuy. SOIL AND SITE EVALUATION REPORT Page-! f tataf and Human Aalatlons . Divi n of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY yk. -Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but- ~ not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. it dimensioned, north arrow, and location and distance to cad. Z-Z - 10 q S Q APPLICANT INFORMATION-PLEASE PR 1 U0'' AA ON REVIEWED BY DATE PROPERTY OWNER: p 416 . =.RROPERTY LOCATION *DoT") RECEIULU SE~ 114 Net/4,S 31T Z IS E( w PROPERTY OWNER':S MAILING ADDRESS. f # BLOCK i SUBD. NAME OR CSM \~.OZ coVt`,'T`! ,tom • 'cup tall c,S*1 unl, kN pf16'e 3001 /S" YZ CITY, STATE ZIP C E--1 PHONE t,v X 0 ITY EIVILLAGE OTOWN ' N EAREST ROAD S2~U t•tt LL3 . ~J 1 Silo Z r~, n l 9 S Sir 1 N 1J LC I ml N t) 10 &1 UfV_" 'DR New Construction Use 14 ReWenliid NUi'Aber of bedrooms [)Addition to e:o5ting building ! J Replacement J Public or con deoiW Z, Code derived dally flow bUQ- gpd Recommended design loading rate _;_bed, gpdMt trench, gpd/ft2 Absorption area required bed, 112 trench, 1112 - Maximum design loading rate bed, gp"2_ --trench, gpd/42 Recommended infiltration surface elevation(s) 4 (as referred-to-site plan benchmark) Additional design / site considerations%Z <.T n.l u k w ti`s t tt e. r; M YvrovYl~ Parentmaterial LO~°a 3QTTL d;, ''l \ l pl ' elevation if p fi le IJ f 1)17 1 -Rom S s Suitable for system coNVemoNAL MOUND IN ND PRESSURE GRADE SYSTEM IN FILL HOLDING TANK U~ Unsuitable for s stem OS ®U O S ®U 11 S IaU S ®U p s o u O S In SOIL DESCRIPTION REPORT Borin # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft Wing in. Munsell Ou. Sz: Cont Color Gr. Sz. Sh. Consistence t3axl~ry Roots Bed W0 o-$ 10`1 31z 1 Z`1~IZ wt Z -~S ~owtz3l~ ~ sfl ~.~'sbk h1~h cs .s _S~ Ground .3 IS Z5 tQM L--2 1'Z. S 4t 2_5/b ~g d1 cS- . 2 elev. it ZS-ao `t.sL[Cc sib lsr sel L~51~1~ M'`- Depth to limiting factor 1S'+ Remarks: 14-11- -7 Boring I~ 1 o-S ~o~t~ 31Z Std 2~{'sb wl c'r e - ,s ~ $~t.5 1o~lt~. 316 - s ~ f Z'Fsb k lrl.'Fr- cs - - S ~ • ~ ~ 15 Z`f ti4y~ 7 L 2. '1 •S K R sly ~cl~ ~CSb1rC ty~ 5 ~ ~g • •t• -3 Ground ooo ft ~~31 7•S`l2S16l~ t ~u ~I ~eSb m~i Depth to limiting factor Remarks: Y~~7 ►t CST Name:--Please Print Phone: Arthur L. We erer 715-425-0165 ekrlrer Soil Testing & Design Service-F!0.' Box 74 River Talls,WI 54022 Signature: . Date: C57 Number:. d. 7~ R4-200- 2 -Z3_`j 220254 -10/27/04 WED 09:03 FAX 715 386 4686 ST CRX CO ZONING 10 006 PROPERTY OWNER Ck-nzt j w SOIL. DESCRIPTION RSPOaT - • PARCEL I.D. O ZZ ~ J U 9 S - 8_ p - page ? Of , 3 . Boring # Horizon Depth Dominant color Mottles in MUnsell U. Sz. Cont. Color Texture Structure Consistence Gp0/ft Gr. Sz. Sh. Y Roots ' 0 1 p j Z Bed rfi around 3. ~b.30 S ~jr~ to 1 `~h • 5 • 6 Aev. S4 s/ s t e~ 1 Q S1 6 V f , , Z 7epth to hiling tot r t Re-mar ks: t a " -orifig 0~6 10`'1. 31 z ~i 1 Z`~sbk ~'f1- Q -S ' ,wl . Z 8--1 ~ l opt lz ~l t~ - s ~ 1 ~`~'sb h Ind c.s ~ . s 6 3 \S-Z7 M%lft. 7ZZ- •syns/~ S ~esbh; o~.sl, cs _ z , round ft. 2~-35 -)-SLIR Vh f'l~ C ~~°.Sbh h~' i .Z I •3 epth to niling for I 5 `r I Remarks: f-- -7 q)ring # QZ ~ •L 1, -r 4 u U~c/ j ound Iv. - f I ,pth t0 - - - - - - - - - - - I-- - - Ring I •tor Remarks: ' ring # I ,und J r. ft. ith to ing or Remarks: 10/27/04 WED 09:02 FAX 715 386 4686 ST CRX CO ZONING Ca003 PLOT PLAN Page 3 of 3 SCALE T"= 4r !i I ~L1Q p°_ P1 N ~q ~ A 4- ►aoT TO fai%l_ r 3s I 3 S' ~ ~ 100 3 S v 1l^P5$ L~r 1'C1~ f~ FUM J tZth~rcck'1~ wl uvv~•7 9 $1^~1- Bwi"4V;j 100.4' cyJ SFs1i~ !~'~f~'SovF G>w.P 00 CST Signature 7 1 42.5 ) _ Date 5 gned Telephone No. CST # 10/27/04 WED 09:01 FAX 715 386 4686 ST CRX CO ZONING 0001 • \ ly/ II 4.P rl, n A.~ $ IF:• 0=4 C~ r--- 4244 KArNLEE•R- H- UALSH RGISTER OF DEEDS ST. CROIx Co. wz kECEIVED FOR RECD 01-23-2002 20:15 Alf RECORDFE: ING FEE: 13 oo CERTIFIED SURVEY MAP Lo=fed Donald P. almd Theresa M. Jackelen in part of tye Southeast % Township as the 1 vortheaw V of section 33, North, Rangy /8 West, Town ofKinniclWyniC, Sy. Croix Col ntj; Wiseonsi», b0in8 Outlot 7 of jhatCertifted Su,.vey Maw recorded in Ynlu,»g 3091 of S1 Croix CO&MY Certified SurveyM,,p,. page f J -LEGEND + ! f N ~ "~a~~,4~4.0_O.x78'ROUNQfRON f ~ BARSET(r(p1V, wr - 1.79tBvv1JN_ FrJ 1 ~`AfaN(28ARER f WQ(CA1PS1.y/~-O.D.iRONPfPFOUND 1 tt~{A~ L Q~ SECTION /1S8fyAg~ W. CORNER MONFiANVIT fAS NOTgD) ff 1 kD.L0 i j aruFarr~r - l CER77F(,tr p ,$URVCy MAp ,V-WV-------- E 1j s e'-192-.5 1 DHSS saa.sr ~~7:_~ G€R77F D S s , ` j L4~ yRvEY lzozr.rrc att• (R= 049&7)P) VQLUiM~ 1~ P:4G~4a!¢3 RrVER FA14S- rig 34M j ~ - 100• 14.4 LOT 1 ► i` ~,a 4152 134 SQUARE FEET OR 10-MA6 f Q: ~l ~1rJ ACRES ; 3t ~ ✓ t• Mb N ( FOUnrO ~11,6~gy~J - ~ ~ "fir rr~•`~ pAGE Z6~0 'A f e.(ro ~i Qareo; ocrvetf:zs. 2001 REVrsFbr N88'56'SD'E 100' „JCON~M~(bp 20 Ap*rar,/ 427.w r r` = ry .A 1 yf •t.AVvy. NCE W 171 # PROPMED WPTCAReii f 100' wj ~~~R. j~ b~i ~Gp4p° r•.NP-~Jp~ e7•w WE LOT 12 ~OPanq / 2a11491$QW(RE P99T OR A003 AMES (2M 7209SQUAREFEETORA4060ACRES: v~i1 I LOr 8 EjCCIUDWQ XtOADRiGM• 01=WAYf + 1wcOUNrr I 100' r33~S'r,~RTiF/ED SURVEY MAP ar i;w ------b,~---- f 4!0L (llN 14, Pq9 E,7. p41- / e ao•s w •-TT,,~`- %0 S swwm,w ;F-- oerw 479.0a k• 1 _ i • qc~ W 4M.42- E~i1rNE C0{p,RV TryyNKWx7fIYyAV 7~f- (A.4C107.Sry acL_ 8E8'S8'S(i• -7-_6 - srs FAST 3r ra e w 01- air cwe wr:sTrwcaw R ~0 or3e1cw52saea_ CQWN7~!TRUA/KH/GHWAY"M" CAsr.a~r SE07%w3x r2s Etfrw (R+Saraprl fFG(IND CO¢INTY WCT/W U 729K R rr W Aculrrrunfr (!_N_PL4?70 ND (`Or`^D"°`^"r"' AMWW rMl,5 NUSTRVM£NT DRAFTER BYJERALrD L (ARSON Vol. 15 Page 4244 SHEET 1 OF2 Parcel 022-1095-80-103 03/03/2008 09:54 AM PAGE 1OF1 Alt. Parcel 33.28.18.516A-06 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/27/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ENGSTROM, JEFFREY P & NICOLE A JEFFREY P & NICOLE A ENGSTROM 64 EMERSON VALLEY DR RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 60 EMERSON VALLEY DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 3.740 Plat: 5005-CSM 20-5005 SEC 33 T28N R18W PT SE NE FORMERLY Block/Condo Bldg: LOT 14 OUTLOT 7 CSM 11/3091 FKA LOT 11 CSM 15/4244 NKA LOT 14 CSM 20-5005 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 33-28N-18W SE NE Notes: Parcel History: Date Doc # Vol/Page Tune 03/07/200 46/410 LC 11/24/2004 780857 2702/282 11/24/2004 780856 2702/280 QC 10/28/1999 612823 1466/336 mWD ore, 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 08/08/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.740 600 0 600 NO Totals for 2008: General Property 3.740 600 0 6000 Woodland 0.000 0 Totals for 2007: General Property 3.740 600 0 6000 Woodland 0.000 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 Parcel 022-1075-60-040 04/16/2007 04:47 PM PAGE 1 OF 1 Alt. Parcel 27.28.18.420A-15 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 05/20/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - JACKELEN, DONALD P SR DONALD P SR JACKELEN C - MANTEUFEL, MICHAEL C MICHAEL C MANTEUFEL 1202 CTY RD M RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1297 EVERGREEN DR SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 10.000 Plat: 4752-CSM 18-4752 022-04 SEC 27 T28N R18W PT SE NE & PT SW NE CSM Block/Condo Bldg: LOT 5 18-4752 LOT 5 ( 10.00 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-28N-18W NE Notes: Parcel History: Date Doc # Vol/Page Type 05/20/2004 763278 2577/033 LC 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/11/2005 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 7.000 17,500 0 17,500 NO OTHER G7 3.000 24,000 20,000 44,000 NO Totals for 2007: General Property 10.000 41,500 20,000 61,500 Woodland 0.000 0 0 Totals for 2006: General Property 10.000 41,500 20,000 61,500 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