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Home My WebLink About030-2126-20-000 (3) is c o ~ nd Professional Services W Page 1 of 3 Division 1CeS ^ SOix" PORT In accordance County Attach comp~;l~ PMMM than 8 1/2 x - G6E St. Croix but notFuNinzontal reference point vKPJ28E1 GZ Parcel I.D. scale or s. , north arrow, and location and distan 0 .2126 - 20 -0 Please print all information. Revie d by Dat Personal information you provide may be used for seconds 77 Law, s. 15.04 1 m . Property Owner Property Location BIRCH PARK LLC Govt. Lot NW SE S 25 T 30 R :WW E ((or)WW) Property Owner's Mailing Address ot Block # Subd. Name or CSM# 1070 Old C . Road 15; Suite 285 22 NA Birch Park City State Zip Code Phone Number n city Village ® Town Nearest Road Plymouth, MN 55441 St. Joseph-_ Birch Pak Road ® New Construction Use: ® Residential/ Numberof bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: Parent material sandy outwash Flood Plan elevation if applicable NA ft. 1344 61 ple- P/tleK RUR1J General comments and recommendations: Mound System 0.4c loading rate---0.84 ft. sand fill Boring # ❑ Boring f ® Pit Ground surface elev. 104.71 ft. Depth to limiting factor 26 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 1 0-9 7.5YR2.5/3 - sl 1f-msbk mvfr cs 2vf-m 0.4 0.7 2 9-20 7.5YR2.5/2 I 1f-msbk mvfr cs 1of-m 04 0.6 3 20-26 7.5YR2.5/3 - sicl 1 fsbk mfr as 1 of-f 0.2 0.3 4 26-30 7.5YR4/4 f1f 7.5YR4/6&10YR6/2 sicl lfpl mfr 0.0 0.2 Horizon is a natural fill. 1 ❑ Boring # ❑ Boring ® Pit Ground surface elev. 98.80 ft. Depth to limiting factor 30 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0-12 7.5YR2.5/3 - s Osg ml cs 2vf-f 0.7 1.6 2 12-30 7.5YR2.5/1 - I 2f-msbk mvfr as 1 of-f 0.6 0.8 3 30-32 7.5YR3/3 f1 d sl Om mfr 7.5YR4/6&10YR6/2 - 0.2 0.6 Horizon 1 is natural fill. Effluent #1 = BOD > 30 5 220 m /L and TSS > 30 s 150 m L ' Effluent #2 = BOO > 30 s 220 m /L and TSS > 30:5 150 m /L CST Name (Please Print) I Signat CST Number Ma Jo Hu ert 224832 Address Date Evalua ion Conducted Telephone Number 28497 Kin Arthur's Ct. Danbu , WI 54830 11-07.2017 715-426-1775 SBD-8330 (R04/15) , i ~ ~ LLC ~y'T 2-,>- 030 Z12ja-20 --COO I 3~1 Boring # ~1 Boring I_~ ® Pit Ground surface elev. 103.50 ft. Depth to limiting factor 27 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 `Eff#2 n-? 7 .5YP2.5/3 - Is Osg m! sn' n-? 1.6 2 7-27 7.5YR4/4 - Is Osg ml as 1vf-m 0.7 1.6 3 27-29 7.5YR3/4 f1 d sl Om mfr 7.5YR4/613<10YR6/2 - - 0.2 0.6 :±77-1 L I :4] Boring # ❑ Boring ® Pit Ground surface elev. 107.40 ft. Depth to limiting factor 27 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-12 7.5YR2.5/1 - sl 1 f-msbk mvfr cs 2vf-m 0.4 0.7 2 12-22 7.5YR4/4 - sl If-msbk mvfr cs 1vf-f 0.4 0.7 3 22-27 7.5YR3/4 - sl 1f-msbk mvfr as 1vf-f 0.4 0.7 4 27-37 7.5YR3/4 f2f 7.5YR4/6 Is Osg ml - 0.7 1.68 Horizon layers of we sl. 4 has ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil A~ nolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L r ~t s inn P~`. ,~E'~iGt~1'IIR z z ~~tt ► r , , ~r q CO!, N ► Nor& ~A OD , vy I 1`•~ y t~~ ,,yam , s~. ` W51 w 4. /GNU -Lt To ~l 3 v - _t t I 7 " u l ! u+ ! c 'i9 F F k }4, 'f,";~ 7S:v rk a VCR( R ! lam. Wl' Ilk s , 4Y a f r sR4 ' % } c N i r w, - 1, , T x '_J %jt Wisoonsin 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. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Q 3 Please print a!I information. Rev Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). VU Property Owner Property Location 1:1 El Quest Development, Inc. Govt. Lot E 1/2 1/4 SW 1/4 S 25 T 30 N R 20 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Suite 150 10700 Old County Road 15 22 Birch Park ? City State Zip Code Phone Number []City []Village ■ Town Nearest Road Plymouth MN 55441 ( 7¢3-595-9512 County Roa New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD 0 Replacement Public or commercial - Describe: Parent material I necc over out wash sands Flood Plain elevation if applicable General comments and recommendations: C1,0 ao~ suitable for a mound only 10. Oh Q11~ Q CP~rt~ C ❑ 1 Boring # ® Boring1 El Pit Ground surface elev. 91.15 ft. Depth to limiting factor cll G ~ftd I' e Horizon Depth Dominant Color Redox Description Texture Structure Consistence ry R In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *E f1#2 1 0-8 7.5yr4/4 is lmgr mvfr cs 1.2 2 8-20 10 4/4 is lmgr mfr cs 1 .7 1.2 3 20-36 10yr4/4 - is lmgr mvfr cs - .7 1.2 4 36-54 1Oyr4/4 f2d5yr5/6 lvfs Osg mfi - - .4 .6 2 F Boring # Boring 92.80 54 ID Pit Ground surface elev. ft. Depth to limiting factor in. Sal 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 10yr3/3 is lmgr mvfr cs 2f .7 1.2 2 6-54 7.5 4/6 is lmgr mvfr cs if .7 1.2 3 54-82 1Oyr4/4 f2d5yr5/6 scl Ifpl mfi .2 .3 * Effluent #1 = BOD > 30:s 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = OD < 30 mg1L and TSS < 30 mg/L CST Name (Please Pft) Signatu CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 1015101 715-246-2454 r°' 1 I V Property Owner Quest Development.Inc Parcel ID # page 2 of 3 3 Boring # Boring 102.50 Ground surface elev. ~ ft. Depth to limiting factor 27 pit in. Soil licatlon Rate Horizon Depth Dominant Color Radox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0-27 10yr3/3 7 - is lmgr mvfr cs 2f 7 1.2 2 27-40 I M/3 saturated is lm mvfr .7 1.2 Boring # Boring SPit Ground surface elev. ft. Depth to liming factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soli Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 ` Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #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. SBD-8330Test (R07/00) Q~'1 ~ Tip ~(~e~~,J~K.•~ I~t~ BPI 2 Top 5 41 91.15 °1"~ ~ ~ 10 ti, 5 4 1 o lie ►a~ 1.1 t dam'" ~ ~ n vU 2~ 1 U G l ~k Q V 0~ 2 2 7 3 `7 _ UMI P,5tin/ Av 6- L o T- To 136- 4- -ss~'G,v ~o A16tU 67X i 57-1 t) (r PEei'1 t' T-5 69 3O • 2-03 0 3D . 2 o3 y'. So • 027v D 3 D • 20.35 • /O • -rcrV 30 Z U y0 / Uibricht & Associates 9 Private sewage consultants d 3 2-0 Q d Q 655 O'Neil Rd. Hudson, Wis. 54016 7/ 5 77.-4 • 3 y412-•