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Home My WebLink About026-1147-30-000 (2) I Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ee Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must J~• 6-0/ include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0260 11V - 30--03iO Please print all information. R ewed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). */0/03 Property Owner Property Location Q61CWA Govt. Lot -SU,, 1/41AO1/4 Sly T'36 N R i g E (or)4V Property Owners fling Address Lot # - Block # Sub Name or CSM# a ~x 22 m 16 Vlfl nd 1L City State Zip Code Phone Number ❑City ❑ Village (Town Nearest Road ((n-')5h 14~ -6'-2 \c r1d I q0 i= [Sp New Construction Use: M Residential / Number of bedrooms Code derived design flow rate CY ° GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material T11 I I Flood Plain elevation if applicable ft. General comments -S y S,-[C W\ Q V 9,7 a and recommendations: ~oVtavu Y e V -,S , . j6 / r/~ Id S / - '7~~ Y 0 F, e 1! Boring #❑it Boring Q~ ~ SE 6Zt pit Ground surface elev. 0 l~ ft. Depth to limiting factor _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 1 0--16 Z 5l I 2mab m ~~i~ cs I v 5 S - _ , 1~-30 [ 13 5 C3 Zm k rn~-'c ---5 tv J CZ .5~,Irq 1(b n; cl 2WOJ~ Fz-1 Boring # ❑ Boring ~ pit Ground surface elev. V ft. Depth to limiting factor Z 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 14 3 I'~I m rn 'r S - 27-3 GZ lf~jr (Jko- Si Zmob 4 I F Effluent #1 = GODS > 30 < 220 mg/L and TSS >30 150 mg/L • Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) f'~ ?i✓ Signature CST Number Mgyrx Sc--ku vv`°' s= ZS3 Address Date Evaluation Conducted Telephone Number SB13-81-24) Mf17/00) Property Owner Parcel ID # Page Z of PIS Boring # Boring t Pit Ground surface elev.( ft. Depth to limiting factor 1 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 _ r z , 2 c 5 Z - i WN~~ C5 - 1 4 v~ '7 ❑ ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. coil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ❑ Boring ❑ 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/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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-8330 (R.07100) J PAGE 3 OF NAME /Ue ~So ~ LOT# -56 LEGAL DESCRIPTIONSGV X/Jw Y 4,S Zy T 3a N,]&, E(or)V SCALE: 1"= yy BM 1 ELEVATION /pa - 6 u w7 BM 1 DESCRIPTION BM 2 ELEVATION 9 9, So BM 2 DESCRIPTION -1-o p 6 Py_ c SYSTEM ELEVATION ALTERNATE ELEVATION !U / CONTOUR ELEVATION 9tS3~ Shay k- v' SIGNATCTRE~'/~~j .c DATE \ w 1 W w \ *00 00 0 w < 00 L) (n \ ~Q O 9 'O L~ C-4 00 N U U ti 001: il NE I \ ~ \ \ \ U 00 U 00, \~ti ~S9 0 00 root 33w I 1 ^ \ Q 0 V A V 00 ~C o X w \ 1 moos \ 0- O QQ\\ z W O U) 00 a3 0 w V) Ul) 1* L_ W-j ~..J z O *0 .00* 0 00 1 00 0 BZa~ O 00. 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CROIX COUNTY GOVERNMENT CENTER N N N N M N N N■ rn~r 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 =sue Memo To: Jon Sonnentag, Zoning Technician From: Pam Quinn, Zoning Technician CC: Rod Eslinger ~~~"'SSS Date: 3/11/2003 Re: Soil Reports for Richmond Meadows Subdivision After reviewing a majority of the soil evaluation reports for this subdivision, I have 3 specific problems to note and a couple general comments. 1. Lots 9, 0 14 and 30 do not have benchmarks indicated on the report site plan. This is a min' u requirement for acceptance of the soil report. 2. 38 is located on the south side of 146th Avenue and is bisected by a drainage easement. The septic system tested area and the house must fit in a net buildable area *BA) of 1.67 acres above the easement. The borings, according to the CST report's ° dimensions, show the house encroaches on the contour needed for installation of a mound - o 1-0 .16-~z~lz system. l_d--CQ J ht'up~~ 3. Lot 46 has only one of the three borings located outside the drainage easement shown at the rear of the lot. According to the site plan, the B 1 is 275' into the lot, but the easement line begins approximately 290' south of the NW lot corner. A new system area will need to be evaluated before the lot can be approved. General Comments: I performed a site inspection at Lot 15 today and tried to locate benchmarks on lots 14, 38, and 39 while I was there. The lot ciirners are marked with T-posts and flagged lathe with the numbers written on them, but there are no other visible markers to indicate benchmark locations. Possibly the 1-inch PVC pipes will be more visible after the snow melts, but they appear to be cut off pretty close to ground surface. Visible markings are needed before the grass makes it difficult to find them later in the season. Richmond Meadows Page 2 of 2 Benchmarks located along shared lot lines are not being reported at the same distances from lot corners on adjacent lot's site plans. This makes for confusion in identifying the tested areas. The benchmark descriptions indicate BM1 and BM2 are at the same elevations, so we can assume there are only 2 markers between the lots, but this could create a problem for the POWTS designer and installer. Scale drawings should be consistent; e. g. BM1 is 198' from the corner between Lots 32 and 33 on the Lot 32 report, but it is 205' along the same lot line on Lot 33 report. Not a huge difference but has potential for causing problems when it's time to determine system elevations and tested area locations. I have separated out the soil reports that cannot be accepted as is and will put them in the "red file" after notifying Adam that they need additional information.