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Home My WebLink About026-1153-33-000 (2) Wisconsin Department of Commerce _ ALUATION 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 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. O 3 - 3 U percent slope, scale or dimensions, north arrow, and cation and distance to nearest road. Please print all i form~`r~ E I V E D Revie by Date Personal information you provide may be used for se ndary purposes (Privacy Law, s. 15.04 1) (m)). Property Owner JUN 1 2 2 0 0 Prope Location 0 .117 Lakes and Hills Develop nt Govt. t NE 1/4 NW 1/4 S T 30 N R 18 E (or) W Property Owner's Mailing Address of # Block # Subd. Name or CSM# PO Box 338 33 6 -O~ vu'Lv City State Zip Code Phone Number ity ® iIlage ■ Town Nearest Road Balsam Lake WI 54810 ( (6)51) 484-1818 92nd Street E] New Construction UseE] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ® Replacement Public or commercial - Describe: Parent material Loess over outwash over bedrock Flood Plain elevation if applicable },lA'' ft General comments Mound System A-.) G~BJQ,ntltll'~ and recommendations: Load Rate 0.4 ~.I/ Gs-r Place system between borings 1 and 3 Cn~ wS o QoC: l occekd nls rflca3uce A a~. F71 Boring # 11 Boring 01-1.61 Pit Ground surface elev. 9 1 ft. Depth to limiting factor 25 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 A 0-10 IOYR 3/3 L 2mgr mfr as 2vf-f 0.6 0.8 2BC 10-25 10YR 4/4 LS 2csbk mfr 9w lvf 0.7 1.6 3R 25 10YR 5/6 2 Boring # ® PBori it ng 9 ~G • u0 26 ■ 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 A 0-9 l OYR 3/3 L 2mgr mfr as 2vf-f 0.6 0.8 Bt 9-21 l OYR 4/4 CL 2csbk mfr cw l of 0.4 0.6 2C 21-26 1OYR 5/4 S Osg ml gw 0.7 1.6 3R 2 lOYR 5/6 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Kathryn DesFor a Evergreen Soils #254260 Address Date valuation Con Telephone Number 2705 Agnes Street Eau Claire, WI 54701 May 10th, 2006 (715)520-2693 1 Property Owner Lakes and Hills Development qb.qq Parcel ID # Page 2 of " 3 F31 Boring # Boring I 1 g Pit Ground surface elev. 1 ft. Depth to limiting factor 63 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 A 0-10 10YR 3/3 L 2mgr mfr as 2vf-f 0.6 0.8 213t 10-26 ioYR 4/4 CL 2csbk mfr cw lvf 0.4 0.6 2C 26-63 10YR 5/4 S Osg ml 0.7 1.6 n Boring # Boring I I Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appli Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Si. Conf-Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # Boring spit 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 = 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. san-8330rest (P-07/00) f . r Property Owner Lakes and Hills Development Parcel ID # Page 2 of 3 11 Boring ng 3 Bori# 06.2 E] pit Ground surface elev. 1 ft. Depth to limiting factor 63 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 A 0-10 10YR 3/3 L 2mgr mfr as 2vf-f 0.6 0.8 213t 10-26 10YR 4/4 CL 2csbk mfr cw lvf 0.4 0.6 2C 26-63 I0yR 5/4 S Osg ml 0.7 1.6 ❑ 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' GPDlfF in. Munsell Qu. Si. Conf-Col©i• Gr. Sz. Sh. *Eff#1 Eff#2 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appication 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 * Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- " Effluent #2 = BOD5 < 30 mg/l_ and TSS < 30 mg& 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-8330rat (&07/00) c _ZZ Z N _ = L. p M O z N N 40 UJ LO, N N LO uj Lo f-- 1 I 0 4, - I 0 CL O p L u I M S M V n 4 " - m y- o w _ o I 3 N - C1 C:o o a C9 - 3 t'4 3 u d • zm co V) ~.D I / / o 00 > LO / h 00 ~o L...., = 00 N 00 1 g I v ri 00 _ I Q x d' ~b m 'n O Q) CO (h LO ✓l j CL c 110 3 L~ ~ J CL CO I C~ P a ~ C-C N Q f j Lr ' II r P ' 4 Lot 33 GLENVIEW PLOT PLAN TN BM#1 property i e BM#2 I 1❑ 96.71' 95.31' >1% 9 2 n f lot d S 96.21' t Proposed e Home e t property line neighbor's well A DM 99-91' 9.9-~ lop of reel fence t ***No Well onsite (well on adjoining propoerty) A BM 1 (1.5') survey iron ` SCALE: V = 50' 1❑ 96.71' To scale within drawing ❑2 95.31' NOTE: Benchmark 1 is top of steel fence post ❑3 96.21 Benchmark 2 top of survey iron Within borings site less than 1% slope 6 Lakes and Hills Development Kathryn DesForge PO Box 338EVERGREEN SOILS Balsam Lake, WI 54810 (715) 520-2693 (651)484-1818 Page 3 of 3 CST# 254260 Wisconsin, Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county Z'-' ' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ° r 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. ° Please print all information. Re ewed by Date F-A < or Personal information you provide may be used for ietondary Purposes (Privacy law, s. 15.04 (1) (m)). , 2-p S Property Owner / Property Location /,-/e -r 7,,-/, S G". Lot IM LAA S T30 N R E (o W Pro pe Owner's Mailing Address Lot # Block # Subd. Name or CSM# 33 ~>✓l/~`~~/ LI J I? city tate Zip Code P one Number ❑ City ❑ Village XToyjn Nearest Road 1/0 1 New Construction User Residential / Number of bedrooms - Code derived design flow rate 'e GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material t'~Gw iC i Flood Plain elevation if applicable fit//mss' ft. General comments and recommendations: Boring ; + ` M Boring # ~/vn/v) pit Ground surface elev.. Depth to limiting factor - t-- in. Soil Application Rate G-IPT Z 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 3 tZ. c,-- s ~3 .2 ~s.►o t~p be, Boring # a Boring lJV JJC~~ Pit Ground surface elev. ~ Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 9 r~ 6-1 ~ I 3 S~ a KYAA Y m e S ern rp, qili m I z (O/v o2 Effluent #1 = BOD > 30 IS 220 mgtL and TSS >30 < 150 mgV ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Sig to CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 715-246-4516 Property Owner _ Parcel ID # Page of Boring # ❑ Boring 131 Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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#1 'Eff#2 low 3/L- I m S' iz- r--r W f 2 3 2 3 I S b m 1 n n ~q Z `~6 0 2 a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil 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#1 'Eff#2 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor in. 11 Soit ication 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 Effluent #1 = BODo > 30:S 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. SOD-S330 (R.6/00) Soil Test Plot Plan Project Name Lakes and Hill Development Shaun B' Address P.O. Box 10598 White Bear Lake Mn 55110 CST #226900 Lot 33 Subdivision Glen View Date 7/18/03 1 /4 N W 1/4S 19 T 30 N/R18 W Township Richmond ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 100.7/100.0 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 96.6' Scale is 1" = 40' unless otherwise Please note: survey was not noted completed at time of testing, setbacks from lot lines may change. Installer must verify all lot lines and setbacks Please Note: Tested area before installation. may not be suitable for desired building area. Check system location before excavating. o H 0 ~ 102' ~ B-3 45 101' 45' 100' 120' JB-2 9' B-1 30' * B M 8% Slope 441' Property Line .M. SEE SHEET 1 r I I I I^ 1 I i ss V ; 1 1 _ I I ~ j 1 00 Q) O i I © i / i 1 / N (V is j ~ ~ 'g N0f7Y011T 579.73' I \ 1 r'~6•, M I ev ! t5s.00' 170.00' 46.26' _ ~ . i i 1 ~ 1 • e n! I l 3r tt i 1' \il 1 M N 1n3 F m I 1 3~ 1 m r DRAINAGE ! IIQ I I ~1 1 I • EASE1tE6tT 1 m ! 1 ~ I m I ;T' N 66 I $ ; I ; j I m t6a0o Z i ! zs' u7R/tY N n ! ; i 124 see 3s' Q I i I a• ! EASENENt i ;y3.64'W r: I I .ot d~ Y it I L • °n ! JI I I ! N m M I I In • N ! h • • • I = M • m ~e ' . I 25a92' m f-@,l 503'4z'5n 45690 W oe 209.46 .99vit Ap .tax' NOt'10'06"W 300.00' gp[t i / i / i t 1 .10•►6.» l i j I o: • 1 t / 4s a1 m 1 . 1 1 Z • t y n- l i t 1 f ~ R M 1 / x~ 6~.j )I C _j ~I 41 c) f I j I 1 L.J1 U: JIB - i_J~•f';,L'~'.s9w ~p a R =J~ 1 1 ~ I of al a ~ ~ ~ ' M . 3 Q/ i i i QEQI >Inl v? ty / '01j w /it" J CL: Ee" Iii : I 1 QyL! / / ~ 1 =r 1 ! ! W 3.3f 10 /t 00 1 ! t t aanaat4 - 1 1 i I 1 ~I v `d+w t' N ! i I Qt U~ J~ C'v7! N ►'j r ~1 m G 6 i i i >I d. ID • m 'Ybl l 9f o (ME, a4'tJ ` ; .psi jd ' m ,1Z'L99 .61'106 Z ' ,z~llW'OS'49'E ..~Y-.•-..-•'~ N00"05'49"E 748.40' Nooros 4y"E 1575.7Y rcm rc~ pd UNPLATTED LANDS ~s z~~ 0 N G V (A " d 01 r d ~ y M $(A u o~~O C ~O as 't a W Z N N O N a XWvV . N = } w } yyy 1~ G Y O d q~ / i.' p 'V a to E ~fl C = O Ii } V N M M 3 Z W Z~ s~ ~s Q * v o O C-A 9L V) z ~ II 8 x o ~ ~ I C C; {Wyk 1~ M N CO O% 0% - M Ch O% = m x m E] H M m v I L L*#MUIA kAJUN ry AAS Tanning zoning FAX MEMO DATE: (o/1 lb(,, To: ro I cod3864680 isusri FAX NUMBER: 715--386-46 Land&f°rnwtj°n FROM: q~c1 V`d v.,- p"Wing 0. 7'5-386-467 FAX NUMXR"-: 715-386-4686 Rest eery PHONE NUMBER: 715-386-4680 7 77 NUMBER OF PAGES, INCLUDING COVER SHEET: ' - 3 86-4675 RE: 2erl) 1,Ac-(0kd I f ~5 Aa- Ae,,,) -ftsl -mss ~ ~ G~ d cab T d'1~Q,., ~ ~1 v I @~ t~✓ r l 5 V~ a.u u~- ►7 U ST. CROIX COUNTY GOVERNMENT CENTER PZ@CO.SAINTCROIXWI US 1 101 CARMICHAEL ROAD, HUDSON, W1 54016 715386,4686 FAx WWW.CO.SAINT-CROIX.WI US JIM Kathryn son 2705 Agnes esStreet 7~REC Claire. . Wl I 54 54701 ,,m EIVED MAY 2 4 2006 ST. CROIX COUNTY ~iAav 22, 2006 St. Croix County Zoning 1101 Carmichael Road Hudson. WI 54016 Dear Sir or Madam: I have performed a soils test on the lot#33 owned by Lakes and Hills Development in the Glenview development. The site had an original soil test performed that was a conventional system. Since that time the site has been excavated and graded. The lot has had the original topsoil graded off and approximately 2-3 feet of the subsoil removed and then the topsoil layed back down on top of the subsoil. Pictures are enclosed of the borings that were dug. The subsoil on top of the bedrock is still in- situ soil. it is the topsoil that is the "fill". The structure for the fill is granular and seems to have establish oeds and pores from the grass growing on top of it. I expect this topsoil fill to act very similar to in-situ soil. I recommend that the mound system be placed between borings 1 and 3 at a load rate of 0.4. If you have any questions please call me at (715) 520-2693 Sincerely, Kathryn DesForge Soil Scientist #254260 UNPLATTED LANDS UNPLATTED LANC E 2739 --N 99'49'9-------- sr ~z: - 1591.33' N 88'49W. ~T85'4$54"~ - - - - - - - - - $ - _ - i I I I1 I ' n I1r7YaYC I. C7Sj 1I . 11 88.852 S.F. 4 1133' ,3A l1 (2.04 ACRES) I I „'Ept .g6\':~' "\sd 43 III 1 II: L.B.O. EL = 934.00 g\ 4e~~I 96.664 S.F. j 11 I ,'.I ly: il. 85,897 S .F Y j ` I (2.22 ACRES) \ !'ll i114 \ \ \II (+.97 ACRES) ;V L.B.O EL. = 934.00 1 I IIl 9 aUV 1I \ 12a,•Y 42 83,787 S.F. A, 71,927 S.F. 1 L'~ (1.92 ACRES) \ 1 i (1.65 ACRES) I~ I k 1 L.B.O. EL = 934.00 _ - - 10 , 9 1 I\ ,~M 41 I1 83,385 S.F. i 6 1 S.F. ' 84,299 S.F. 1 I (1.91 ACRES) I 79,056 S.F. ` (1.94 ACRES) 1 (1.82 ACRES) = 1 929 .50 .C-B'0--€L = 923.00 1 \ 40 1. I,1 93.934 S.F. 96.840 S.F. - I\1 (2.16 ACRES) i if - 30 L L.B.O. EL. = 923.00 \ (2.22 ACRES) 96.6E \I\ , 11-. (2.22. Z - EL. ill \ \ \ / 88.777 S.F \ \ ; , L. B.O EL = 923.00 54 15 \ 81,425 S.F. 74.037 S. \ (1.87 ACRE'S) 1 1 1.70 ACRE C 35 124,079S.F. \ 1 `(2.85 ACRES) L B 0. EL. = 927.00 I \ e 1 r;13. 1 I \ 74,5 S.F. : I I* 105,6 (Z,12 ACRES) \1 L.g,..O-CL. 923,00 ' . 3 66.223 S.F. \ ♦ L8:4 EL 923:00 / I (1.52 ACRES) I, . \ Ay. 3 2 74,625 S~T. 1 (1.71 ACRES) I \\I \II 47 31 - - II ®~I jl 22 89,5i e S.F. 97.493 S.F.