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Home My WebLink About040-1296-50-000 (2) !m:Wisconsin Departmen of e SOIL EVALUATION REPORT .'u-04— page Division of Safety and Buildin in accordance with Comm 85,Wis.Adm.Code County complete site Ian on not less than 8%x 11 inches in size. Plan must I.D. St.Croix Attach conp p paper include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel percent slope,scale or dimemsions,north arrow,and location ar &Wn"Ao.,�earest road. 040- -000, #19.28.300 Please print all informs n RWe,�BY Date 3 Z 3 Personal information you provide may be used for seco purposes(P Low,s 15.114(kl jm y� ,3-P.� Property Owner p Ion J.T.B. Properties, L.L.P.C/O John W. Nie en ° Govt Lot NE 1/4 SE 1/4 S 19 T 28 N R 19 W Owner's Mailing Address -8 ock# Subd.Name or CSM# 1564 West University Avenue , �` r 1 15 Trebus Valley Estates City State Zip C I�hcrme Nu �rttX'>`� ]village + Town Nearest Road Saint Paul MN 55104 :-6 ' 'g '��i Troy County Highway T" 0 New Construction Use Residential/Nu @ trope \ Code derived design flow rate 450 GPD I Replacement _J Public or commercial- Parent material Glacial drift Flood plain elevation,if applicable na General comments and recommendations: Rec mmend installing mound system at elev.= 104.24'at 6"abo a 103.65'contour. / C — L!�TUD Boring# -=1 Boring 16 Pit Ground Surface elev. 103.63 ft. Depth to limiting factor >7511 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN *Eff#1 *Eff#2 1 0-4 1Oyr3/2 none sl 2fcr mvfr cs 2fmc 0.5 0.9 2 4-14 1Oyr4/3 none sl 2msbk mvfr cs 2fmc 0.5 0.9 3 14-30 1Oyr4/4 none Is 1msbk mvfr cW 2fm,lc 0.7 1.2 4 30-60 1Oyr5/4 none Is 1msbk mvfr gw 1fm 0.5 0.9 5 60-75 1Oyr6/4 none s Om dl - - 0.7 1.2 H#4 contains discontinuous 1"-3"bands of 10yr4/4 Om sl. Loading rate reduced to reflect permiability restriction assm with banding. Boring# Boring J Pit Ground Surface elev. 103.57 ft. Depth to limiting factor 99" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= *Eff#1 *Eff#2 1 0-8 1Oyr3/2 none sl 2fcr mvfr cs 3fm,2c 0.5 0.9 2 8-18 1Oyr4/3 none sil 2fsbk mvfr cs 2fmc 0.5 0.8 3 18-24 1Oyr3/3 none sil 2fsbk mvfr gs 2fm,1c 0.5 0.8 4 24-29 1Oyr4/4 none sicl 2msbk mfr cW 2fm 0.4 0.6 5 29-49 1Oyr4/4 f2f7.5yr5/8 sl 2msbk dsh cur 1fm 0.5 0.9 6 49-60 1Oyr5/4 f2d 7.5yr5/8 fsl 2csbk dh cur 1fm 0.5 0.9 7 60-83 10yr5/4 cfd 7. r /8 sil 1 csbk dsh - - 0.2 0.3 *Effluent#1=BOD?30<220 mg/L and TSS 4<150 mg/L t#2=BOD5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Sig!"A47: CST Number James K.Thompsonp�. 3602 Address A.C.E.Sal&Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane,Osceola,WI 12/5/01 715-248-7767 propertyOWner J.T.B. Properties, L.L.P. C/O John Parcel ID# 040-1078-20-000,ID#19.28.300 Page 2 of 4 P] Boring Bonrng# O Ad Pit Ground Surface elev. 100.65 ft. Depth to limiting factor 38" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#i *Eff#2 1 0-7 1Oyr3/2 none sil 2%bk mvfr cs 2fm,lc 0.5 0.8 2 7-17 1Oyr4/3 none sil 2fsbk mvfr cs 2fm,1c 0.5 0.8 3 17-38 1Oyr4/4 none sil 2msbk mvfr gs 2f,1m 0.5 0.8 4 38-62 1 Oyr5/4 f2d 7.5yr5/8 sil 2csbk dsh - if 0.5 0.8 H#6 is an unsorted mixture of l msbk Ifs,1 csbk sl,8<Om sic with 20%of horizon comprised of 1/7-Z'limestone fragernents. Boring F-I # I Boring — Pit Ground Surface slap. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 Boring# �j Boring] Pit Ground Surface slap. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 *Effluent#1=BOD 5>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. �o�� ♦ 'leda Z�iao S� t� \ ```�....�. P,pe. .gssKmec! �ltv:_/uo•va: 8 o I�. b. .= a-1� sPe icj•� 3a. / •free. C�✓:'_ /D/..�'G' 63 0 b2 �n ,� y 0� $1 125567 S„F'. 1p 0 T s� ' \2.88 ¢lc. .a?/ 3,.1�• LO 1 13 V `Eyre M°�� 108328 SY `� 2.49 LOT ,� ,/ ,'�,\h .,-y'�;\� M.F.E/ 922' 109895 S. .52 A ' N H EA�lENT 1 1�1 z \ �► r 87789 S.F. p dc 698 S f tw o M.F.E.tis gi'� A [ 39 Ac, I ! a r LOTS r. � 1 � j t - 102274 S.F '� . \ r j .35 Ac. / • V J M.F. Q915 W Ak r (f ' EAMMUT ` $ Q. jp M LOT 6. ►,�,n, 119650 S.F. 2.75 Ac. % t M.FC" • 913' 1 � , 9O ''• 7 lV �MAMUQ ` ?t iM lz r� LOT 17 — 140148 S.F. 3.22 Ac. 1 Z a 4? ` 1 � r • SOIL AND SITE EVALUATION 1508 Page 3 of 4 PROPERTY OWNER: J.T.B.Properties,L.L.P.CIO John W.Nielsen PARCEL LD.# 040-1078-20-000,ID#19.28.300 A.C.E.Soil&Site Evaluations REPORT MEMO Soil evaluation completed for plat review purposes and prior to clearing or lot monumentation. Results indicate that the soils at this location are suitable for a mound septic system. This site is physically limited and restricts septic system size to a 70'dispersal cell length. Additional soil evaluation and clarification of system location/design may be required prior to POWTS design and sanitary permit acquisition if a larger system area is required.