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HomeMy WebLinkAbout032-2045-30-000 (2) .; ` Wis Derpror§ifety and Professional Services SOIL EVALUATION REPORT Page / of 3 Division of Safety and Buildings in accordance with SPS 385,Wis. Adm. Code County c�� .k Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but not limited to:vertical and horizontal reference point(BMM) rret.,) ' Parcel LD. percent slope,scale or dimensions,north arrow,and location ar'i t l „ oad. O 3 Z.Z.Pg5-3 b-bbb PENDf N fsl Please print all information. Reviewed by Date m 5/9� � I f /Z �S Personal information you provide may be used for secondary purposes(Pri 1����i �1�(m)). b y Prope ner ST �� Rr ©titil ation � Z o ht X. AX Ck ,1%104TWi 1/ +,1/1/4 S7 T �/, N RJ9 E(or)g P operty Owner's M cling Address L. C Block# Subd.Name or /7 3 ii)/it//nnNG 7,es� -7f.4.0 City State l Zip Code Phone Number ■ City ❑Village glTown Nearest Road /Ytid cam/ ,.re7 I [N1 1.5 j�7/) I ( ) �.n.4-,es�� I s i Road Jo New Construction Use:121 Residential/Number of bedrooms_ --1 Code derived design flow rate ,- Z/56 GPD ❑Replacement ❑ Public or commercial-Describe: / Parent material 00714,}.54/ Flood Plain elevation if applicable ,ILI- ft. General comments � / �L, 9/3 and recommendations: T.<ooas', �s1�r�-- r 9/ 7 Boring# 0 Boring / KJ Pit Ground surface elev. - ,s--- ft. Depth to limiting factor >//Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence :oundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. * ff#1 *:ff#2 as - - .. . . .1 . . .i,. / ter. _ �M =11.1 . , 14. ,, J� ,/ $i,, Boring# Boring w ,F1 ,® Pit Ground surface elev. 58.3 ft. Depth to limiting factor ,>/Q in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure consistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 • ©-/ �CS`��.G? �f/ / /,,,, /i in, , firs" /.�/� ,-i . z ..1333 �rVO N ,5.41.,' / /1 /0+ / /z 0 y_?„, . f/4/ i, s ,<:::,,,,ey h., / - — . 7 9 /,‘ o CPte I( • * fflue 1 =BOD 5>30<220 mg/L and TSS>30'<150 rag/ *Effluent#2=BOD 5<30 mg/L and TSS <30 mg/L CST Name r -as)nt) ' Signa . e / CST Number 10 Address ` •ate Evaluation Conducted Telephone Number 7�� 1 1 .�-�3 ,lam /�s� / l,,.l <5 y�6 ���i5- 745-'Sgi 79i7 SBD-8330(811/111 Property Owner X4-e/ gd �,e Parcel ID# Page of S Boring# El Boring N Pit Ground surface elev. ,Q{—, 7 ft. Depth to limiting factor > ip in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G PD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *.Eff#2 / / e)-// // Sr'?/� �i/ / /irz 4 is,✓i-r- cl 5 is-7 !� //—,25'/l5 Y.r Nh .s,/ -q, di ,/,d-C, „ /-c , L , .-/ .3 .,T<- 3/ 7,—sYlfr AtZ, /s .2"yJ-A. / n l' , 7 /2 N I 1l If kill if 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/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *`_ff#2 ❑ Boring Boring# Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft 2 in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30,<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS <30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. SBD-8330(RI I/1 i) L ■ 1 1 !_z ! , 4 . , , . , ., 4_ p i7 ,/ '/� /s I I - � _,(2, 1_ ��y - . _ , 1 1 _ _ __ .— --' — —. I f•f J I -- J. 1 l / 1 Tom _ t/7�'.e c /IJe o I �—i // , _ — r�� . ._ 9'' � r 1 1 i . 1 _ I I 1 II Ij yr 1 T, , ., /,. 1 Ij po tg —I s6' 1 — cam _ A —� — — . I _ I II _ �i1 F 1 1 f A /sad 1 I 1 -- 1 1 , t . , T I —r - — - 1 ,, . 'JZ+7-1_..7. 3 , : . , 1 1 I i I 1 1 - , ititia Limns s na nun VVVU vutuptortru. � a monuments have been set. CERTIFIED SURVEY MAP Located in the Northeast Quarter of the Southwest Quarter, Section 12,Township 30 North,Range 19 West, Town of Somerset, St.Croix County, Wisconsin PREPARED FOR OWNER: — '01111 Michael Flandrick '1 Al;3R 4 fits 1823 Winding Trail Road � 4 v►i New Richmond, WI 54017 z. JOEL NOTE:Lots may be subject to future special assessments for 7[• *� any upgrades and improvements to the road. .. .. The parcel shown on this map is subject to State,County and i 1291 �� Township laws,rules and regulations(i.e.,wetlands,minimum r � , N t J4 comer SeKfiort 12 1 lot size,access to dev oping the parcel,col ntact the St.Croix ounty Zoning ,,���I��1 O�t1�,`` 'R19V+f' Office and Town of Somerset for advice. 1111 car 1 LOT 2 CSM VOL. 11 PAGE 3205 t '��r J Jo,`-1 at LOT 24 r k,-NORTHERLY R/W 165TH AVENUE-, ;Q J k NORTH BASS LAKE J I Rv >, ESTATES FIRST ADDITION I - W J 1 1/4" O O J `-" 1J4`"1 "+ ,-4 of 165th Avenue °o W 1 inch iron pipe at the - M _ 165TH _ AVENUE I $ J o T30N,R corner 9W,Section 12, - r II _ __ _... J._ 1_ S 89 39'15•W _ 228006 M —�„� N 89°39'15" E 370.00' ��s — UNPLATTED LAND --E-W 1/4 line ' 11 1 Q 33' m II I M Legend IL N-S 1/4 hill --.- a. I O Denotes set 1 1/4 inch diameter by 24 inch � 33' O 13,T, 21 long iron rod weighing 4.17 pounds per _ 1 lineal foot. Q 1.O I / c. 85th Street d--+. Q ai 1 1/4" ,v/ I J • Denotes found iron pipe monument and Q ~l " N' outside diameter in inches. �.? `"1�, <r Oi Including R.O.W. l ›, 147,985 sq. ft or 3.397 acres . (X, -.- Denotes aluminum cap St.Croix County a, u) section corner monument unless LU 5. Excluding RO.W. j I l'`1 QI otherwise noted. fit- 134,784 sq. ft. or 3.094 acres Cl): N of X Denotes soil boring location and N z .._._ - J, 13-2 corresponding report number. 0O nl 1 N ." vJ I oO See soils report dated Month Day,2015 by C d o I is( 0 A.Reputable Soil Testing Company for ;, °off m additional information. a a'.> �i -1� 1"f Distances are in feet and decimals of a foot. J ri "'� r �� 115'1 DOi �{ '15' 33' 33' 2 a, ii( �r, �' .parallel with E-W 1/4 tine 33.004--_�� i O� 0 �.J S 89°39'15" W 370.00' } U� UNPLATTED LAND J , 15 foot communication—•-J15'I-+- �" ~� Scale in Feet W o• cable easement per 1 N^ -�' 0 25 50 100 Vol. 1625, Page 138 CO I� ■Il•� $N ir,rh a inn f t Z