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Home My WebLink About018-2001-17-000 (2) jR E S IL EVALUATION REPORT Page 1 of 3 Wisconsin Department of Y®~ Division of Safety and 85, Wis. Adm. Code in a county ST. CROIX A'I Attach complete site on (91112 x 11 in size. Plan musk 018 - 2001 - 17 - 000 BMI I.D. include but not lirrx3ed ( direction and Parcel or dkner ons. and distance to nearest road. percent slope, scale R Date Please print all information. Z 3/ bS Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property L opAon LESTER RICHARD Govt. Lot NE 114 SW 114 S 14 T 29 N R 17 E (or) W 4 j !Lot # Block # Subd. Name or CSM~ Property Owner's Mailing Address 1619 Covey Drive 17 - Forest Ridge Estates City State Zip Code Phone Number O Viflage own Nearest Road River Falls, WI 54022 ( 715) 425 - 9732 rd Street 4 Code derived design flow rate 600 GPD 0 New Construction Use Residential / Number of bedrooms ® Replacement PubSc or commercial - Describe: Parent material till/outwash f=lood Plain elevation if applicable I,TA fL _ General comments Mound System - 0.4 loading rate - 1.25C % 1 and recommendations: ❑ 9 # Boring 30 in. A Q Pit Ground surface elev. Q 5-91 ft. Depth to tirrtilitg factor in. Sol 7R Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Mu nsefl Qu. Sz. Cont. Coker Gr. Sz Sh. -Eff#1 1 0-4 10YR2/2 - sil 3f-msbk mvfr cb 3vf-co 0.6 2 4-10 IOYR2/2 - sil 2f-msbk mfi' ab 3vf-co 0.6 3 10-19 10YR3/4 sil 1 f-msbk mfr as 2vf-co 0.4c 10YR3/4 - sl Im-cosbk mvf as lvf-m 0.4 . 4 19-23 5 23-30 7.5YR4/6 - fs Osg ml cb lvf-m 0.5 1.0 6 30 - - till m - - - - (Horizons 3, 4 & 5 have some sC few cobbles.) Bor" Boring 21 a # 0 pit Ground surface elev. / ft. Depth to lirnikV factor in. Sol Application Ram Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDff in. Munsefl Qu. Sz. Corti Color Gr. Sz Sh. T-01 '01/2 1 0-4 10YR3/2 - sil 3f-mgr mvfr ab 3vf-co 0.6 0.8 2 4-10 10yR3/2 - sil 2f-msbk mfr ab 2vf-co 0.6 0.8 3 10-16 7.5YR3/4 - sl lmsbk mvfr cs 2vf-co 0.4 0.7 4 16-21 7.5YR3/4 - Is lmsbk mvfr as lvf-co 0.7 1.6 5 21-30 10YR4/6 mlp 73YR516 8c 10YR6/1 scl Om mefi - - 0.0 0.0 Effluent #1 = BOD > 30:5 220 ffq& and TSS >30 1150 mg& ' Eflktent #2 = BOD < 30 mg& and TSS < 30 mglL CST Now (Please Print) CST Number Mary Jo Hollister Sam )6 2q 224832 Address Dame Evaluation Conducted Telephone Number W9875 690th Avenue, River Falls, WI 54022 08-08-02 & 11-24-04 (715) 426- 1775 ~L IAPDy4Tffi.' Z6-OS J Property Owner RICHARD, Lester (lot 17) Parcel ID # 018-2001-17-M page 2 of 3 Boting ' Bourg ❑ ❑ Pit Ground surface elev. 1033Z ft. Depth to knifing factor 23 in. -Soil App-hcabw Rate Horizon Depth Dominant Color Redox Description Texture Skuct re Consisterroe Boundary Roots GFgw in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'Eft#1 'Eff#2 1 0-4 10YR2/2 - sil 3fgr mvfr as 3vf-co 0.6 0.8 2 4-9 10YR2/2 - sil 2fabk mfr cs 2vf-co 0.6 0.8 3 9-17 10YR4/4 - s sil 2fabk ds as 2vf-co 0.6 0.8 4 17-23 10YR4/2 - sl Ifabk ds as lvf-m 0.4 0.7 5 23-25 IOYR4/2 flf IOYR4/4 sl Ifabk ds - lvf-f 0.4 0.7 ng ❑Bori P55 Borirg # ! Pit Ground surface elev. R Depth to lirrrting factor 36 in. Sol Applicabori Rate Horizon Depth UDominaM Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. *Eff#1 " Eff#2 1 0-10 1OYR2/2 - 1 2f-msbk mvfr ab 3vf-co 0.6 0.8 2 10-17 sil lmsbk mfr cs 3vf-co 0.4c 0.6 3 17-21 10YR3/4 - Is & Ifabk mvfr cs 2vf-m 0.7 1.6 4 21-36 7.5YR4/6 - s Osg ml cs 2vf m 0.7 1.6 5 36-42 7.5YR4/6 c2d 7.5YR5/6 s Osg mfi as 1 Vf m 0.7 1.6 6 42- - - till m mefi - - - - ❑ erg # S Borrng Pit Ground surface elev. R Depth to luruling factor in. Sol Application Rate Horimn Depth Dominant Color Redox Description Texture Staxdune Consistence Boundary Roots GPDW in. Munsell Qu. Sz Cont. Color Gr. Sz. Sh. *Effff#1 *E ' Effluerd #1 = BODS > 30:s 220 ffv/L and TSS >30 < 150 mg/L * Effluent #2 = BOOS < 30 mg/- 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. ssD433017ftIO o7M) L P~O'f" PLAN p 3 owe LESTM 'KiettAcRX~ .r 1 E - o of pyG F/ ~ABDY Si 7t 0 5 C2,ROQ VV- SsGAt 100,01 5m w/ BMOC NO GOMM M "AMPaO M {Nur.D BoRI~JG a R P U J1Je >=L t 04,147 at w tk- .7 ~J ~t l< l ob, oo ~ v tow: ou' 77 o~ /00.00, to l -14 x - / oa. ST. CROIX COUNTY WISCONSIN PLANNING & ZONING DEPT. t t M M u r r~~~r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 y (715) 386-4680 FAX (715) 386-4684 April 25, 2005 Ms. Mary Jo Hollister, CST #224832 Hollister's Soil Testing W9875 690th Ave. River Falls, WI 54022 Re: Revisions for Soil Evaluation Reports - Forest Ridge Estates, Hammond Twp. Dear Ms. Hollister: On April 21st I performed on-site verifications of data reported for lots 27, 28, 29 and 30 to determine the cause of discrepancies between the engineer's preliminary plat elevations and those on the soil reports. There was an error in your method for calculating the benchmark elevations in relation to mean sea level contours, which resulted in the contours not matching the elevations described for soil borings and test pits. While on the site, I walked all four lots and found that some of the distances between test pits and hand borings did not match measurements represented the scale used for their associated plot plans. In order for mound systems to be designed, corrections need to be made. To summarize my findings: 1. All lots whose reports used mean sea level elevations need to be revised so that the benchmarks are based on an assumed 100.0 ft elevation. This will require using your field notes and, starting with every BM #1, add the back-sight rod reading to 100'to give a new height of instrument. Then re-calculate (subtract from HI) all the foresight rod readings to obtain test pit and/or boring elevations related to the BM #1 and draw up new plot plans to cor and with the new contours. Lots reported using mean sea level were 1, 2, 3, 4, 6, 8, 10 17; 1, 24, 26, 27, 28, and 29. 2. Do not exclude any previously reported test pits. They must be included in revised evaluations and shown on the plot plans. This will help avoid confusion when locations for mound contours are being established. The distances between test pits within tested areas need to be updated from the original 2002 plot plans. 3. Original signed and dated revised reports must be submitted to our office so that they can be attached to the previous submittals to track changes made. 4. I evaluated a hand boring on lot 28 that was next to a test pit that had been marked with a lathe labeled "29A" (from the original lot numbering). It was approx. 95' southwest of the corner benchmarks and 20 ft. west of the test pit you now show as "A". The original site was an excavated pit, not a hand boring, as evidenced by backfill. Regardless, both test pits were Hollister - Page 2 described as having redox features within 3 inches of the A-horizon. I found mottling in the sample I examined just below the A-horizon boundary, so am requiring that any mound design be restricted to the northerly test pits B, C, and E. 5. Based on the soil evaluation for lot 28, all four lots fronting on Cty. Rd. E appear to have serious limitations for POWTS installation other than the tested areas already documented. This means that a~ damage to existing tested areas may eliminate the possibility of POWTS installation, unless an A+0" mound design is approved by the Dept. of Commerce after the requisite on-site evaluation by Leroy Jansky. I will send a copy of this letter to the current owner of the lot to forewarn him of this situation. Would you please re-establish the marking tape to indicate the locations of these areas, since you are more familiar with the terrain? Sanitary permits cannot be issued for the lots referenced above until the soil reports in question have been corrected and/or completed. If you have any questions regarding the above requested changes and/or additions to the soil reports, please feel free to contact me at the Zoning office number and schedule a meeting to discuss the soil data for Forest Ridge Estates. Sin c Pamela Quinn, qCST665054 Zoning Specialist Cc: Mark Sylla, Developer Kernon Bast, Edina Realty Leroy Jansky, Dept. of Commerce POWTS Wastewater Specialist Subdivision file wisconsin Department of Commerce 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 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. 018 - 2001 - 17 - 000 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. a Date Law, s" 15.04 (1) (m)). / Personal iMoimation you provii~e may be used for secondary purposes (Privacy Property Owner 1 - ~7- l~ Wh g -7 03 Property Location • ~LESTER R1C:HARLI Govt. Lot NE 114 SW 1/4 S 14 T 29 N R 17 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or C%W lql f(g q y 4Va, 1619 Covey Drive 17 - Forest Ridge Estates City State Zip Code Phone Number E]City []Vtp ElTown Nearest Road River Falls, WI 54022 ( 715) 425 - 9732 193rd Street Q New Construction LlseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material till/outwash Flood Plain elevation if applicable a ft. General comments Mound System - 0.4 loading rate - 1.25 ft sand fill and recommendations: n FY - ~Fd rei dtf r =/e(0a9&471jMKS system contour ~ Y u s/v, ~ ~bo n'~S G Q Pit Ground srrfaceelev. 1196.63 ft. Depth to limiting factor 30 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 '0102 1 0-4 10YR2/2 - sil 3f-msbk mvfr cb 3vf-co 0.6 0.8 2 4-10 10YR2/2 - sil 2f-msbk mfr ab 3vf-co 0.6 0.8 3 10-19 10YR3/4 - sil If--msbk mfr as 2vf-co 0.4c 0.6 4 19-23 10YR3/4 - sl l m-cosbk mvfr as l vf-m 0.4 0.7 5 23-30 7.5YR4/6 - fs Osg ml cb lvf-m 0.5 1.0 6 30- - - till in - (Horizons 3, 4 dt 5 have some gr, few cobbles.) [-B Boring # ❑ Boring 1194.13 21 El Pit Ground surface elev. R Depth to limiting factor in. Sort Rate Horizon Depth Dominant Color Redox Description Texture Sbucture Consistence Bmmdary Roots GPDW in. Mursel Qu. Sz. Cont. Color Gr. Sz Sh. 'EW1 '01#2 1 0-4 10YR3/2 - sil 3f-mgr mvfr ab 3vf-co 0.6 0.8 2 4-10 10YR3/2 - sil 2f-msbk mfr ab 2vf-co 0.6 0.8 3 10-16 7.5YR3/4 - A lmsbk mvfr cs 2vf-co 0.4 0.7 4 16-21 7.5YR3/4 - is lmsbk mvfr as lvf-co 0.7 1.6 5 21-30 10YR4/6 rnIP 73YR5/6 & 10YR6/l scl •hn mefi - - 0.0 0.0 E luent #1 = BOD > 30:5 220 rrg& and TSS >30:5 150 mg& ' Olluent 02 = BM< 30 mg& and TSS < 30 mglL CST Name (Please Print) Signature CST Number Mary Jo Hollister A&SI~A_ 224832 Address Date Evaluation Telephone Number W9875 690th Avenue, River Falls, W1 54022 08-08-02 & 1-24-04 (715) 426 - 1775 w Property Owner RICHARD, Lester (lot 17) Parcel ID # 018 - 2001 - 17 -000 Page 2 of 3 I-C Boring # Boring 1193.68 ❑ Pit Ground surface elev. ft. Depth to limiting factor 23 in5 ication Rate Horizon Depth Dominant Color Redox Description Texture Structue Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EW1 -Eff#2 1 0-4 10YR2/2 - sil 3fgr mvfr as 3vf-co 0.6 0.8 j ~ 2 4-9 - sil 2fabk mfr cs 2ef-co 0.6 0.8 3 9-17 10YR4/4 - s sil 2fabk ds as 2vf-co 0.6 0.8 4 17-23 10YR4/2 - sl Ifabk ds as lvf-m 0.4 0.7 5 23-25 1OYR4/2 flf IOYR4/4 sl lfabk ds - lvf-f 0.4 0.7 P55 Boring # ❑ Boring 1200.23 36 D Pit Ground surface elev. ft. Depth to limiting factor in. Soft Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Mu>sell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 1 0-10 10YR2/2 - 1 2f-msbk mvfr ab 3vf-co 0.6 0.8 2 10-17 sil lmsbk mfr cs 3vf-co 0.4c 0.6 3 17-21 10YR3/4 - is & lfabk mvfr cs 2vf-m 0.7 1.6 4 21-36 7.5YR4/6 - s Osg ml cs 2vf-m 0.7 1.6 5 36-42 7.5YR4/6 c2d 7.5YR5/6 s Osg mfi as 1vf-m 03 1.6 6 42- - - till m mefi - - - ❑ Boring # !.__I Boring Pit Ground surface elev. ft. Depth to limiting factor in. Sod Rage Horizon Depth Dominant Color Redox Desertion Texture Strtxiure C nsistence Boundary Roots GPD/(f in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 Effluent #1 = BODS > 30 < 220 ng/L and TSS >30 < 150 mg/- ' Effluent #2 =13OD5 5 30 mglL and TSS 5 30 rng/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. SRMRTmr-1 (B.mroo) PLOf PLAN 1 =T0 eFPY~p/ ~46DYLc 6 MI L SP -f 3f si E150L ING" W/ mom NO GOMM 85 Ski M PpODI.M Q=f/lwl~ BeRWG U V- Par ? 'n-~ 0 1f96Ao/ ' ~LC39~~3, ~ v Ilk/ DO ~ 1192-~ e, Uk 6 ~a uy~ fk ~ ' GT.tt. vio GIG/ 14 5 o+ti.