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HomeMy WebLinkAboutCST-2023-343 030-1081-95-000Wisconsin Departrnent of Safety & Professional Services i( Page 1 of145 Division of Industry Services apa SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,' GR�Ix but not limited to vertical and horizontal reference point (BM), direction and percent slope. Parcel I.D_ scale or dimensions, north arrow, and location and distance to nearest road. 0 3 Q" Mf l 95-X0 Please print all information. Re¢ by t f / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.D4(1)(m)). I t� 1 / Property Owner 1WNS Z: HAM/kW AIDI c s Property Location ( v �K051;R-r R • 'J W N A 400-t' * qa- '/ i1i V I % S Lq T 3o N R ICI Z4arf W Property Owner's Mailing Address Site Address or�em 1- 1 City, State, Zip Phone Number El City El Village X Town Nearest Road kdUCE4�1_ Ur SyO�Z (1/5 ) 377-(5� 5T~ 1505a�r1 J>gt,cJtdY �IEW be n New Construction Use:XResidential/Numberofbedrooms NK Code derived designflow rate N K GPD_ ❑ Replacement ❑ Public or commercial — Describe: Flood Plan elevation if applicable Parent material 0 TVi-h—'A -AT I N _6 K p�p _0.(- 1-R neral comments apd recommendations: j> E ?D V�I NG LAADtN6 RAltS — &� M 1 t /►L C - 33 5!}N A Y 1 ANO 50ILS WV 1.0 rt Vag I l (? . rni _ Stwl1, ,��,"„ a �1j S Boring 1 Q Boring # �pa Ground surface elev. g�i2•-'ft. Depth to limiting factor —`� in. / elev. y.u#• Sal Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff1#1 I -Eff#2 _$ 7.5VR3 z — 67, s K cs Ztico 6. S L -5) SYIZ3/ — SLi 3fabK vn�r —' I��m 0• D.(o s Boring Sp d Boring # .0Pit Ground surface elev.D~ ft. Depth to limiting facto (0-6-in. 1 elevgj5, Soil Aoolication Rate I Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont Color exture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 •Eff#1 -Eff#2 / ©-$ 5V1� z•53 1 -{ ey1 e K rhVjr CS -co 0. 6 8. k, 7- $-2`/ 7.5YR "�-I 2 - sbrC mV�r �s -rn D•(P 0A 3 2q-28 7.5yR 2'��3 J t Zf ab/C rn�r ag _ D e (, 0A 7-8-q?- 7.5VK 3/3 4r c 5 2_,h o. L 0, g 5 4Z-G5 7.5VR N/9 M ►Fr CL.5} G•(0 0•C L5_71 7.SVR N 3 -�1 75V k � 1 I-Fsb�� m�✓ — — a y 0. CST Name (Please Print) Si na W CST Number MARY JO HUPPERT (Hollister's Soil Testing & De ign) Z 224832 Address Date Evaluation Conducted Telephone Number 25720 Firefly Lane, Webster, WI 54893 11— 67 2O Z3 Effluent #1 = BOD > 30 s 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, <_ 30 mg/L and TSS 4 30 mg/L SBD-8330 (R03/22) GSM 'R• 4 ZWAJA K, DD ewak (HA�1"n�A►1 Ti !?JJ Page -Z of LOT 3 Boring w Boring # Pit Ground surface elevyW Soft. Depth to limiting factor�in. ! elev. 9 eft. S 04. Soil Application Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 i 0 -tz 7. SYK 33 — I ►nsbK re5 Z*=eo d b o$ Z tz-37- '7. 510 cl sbK r s zv�-f D `i 0•4 3 37-58 .51R y 11 — 1 SbK mv�r a5 B• b 0.9 y 58- &0 7.5 vK 'I - S d m 1 R s - 10.7 !• io a ❑ Boring 37 Boring # pit Ground surface elev.-9� 7 ft � Depth to limiting factor 4y in. / elev.ft. 5.33 4• Soil Aoolication Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color k�exture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 I -Eff#2 fl.s .57K2, a — 3t m,sw f't Vt - cs -aJ Z 5-bl 7.5U, 3 — I �f�bK rn r s 2 -m •6 3 31-3 �•Sr 3 t -- ! Z sib rn r as -n+ D.0 0. b -y8 7.SY2z• t - 1 -FabK rn-Fr as I _r✓► e.q 0. 5 46-G ..5 YR z i f MOO m�r - B• 0.l0 o I nl as Si ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. ! elev. ft. Soil ADDllcation Rate Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 <_ 220 mg/L and TSS > 30 s 150 mg/L ' Effluent #2 = BOD, <_ 30 mg/L and TSS s 30 mg/L SOIL BORING LOCATION SKETCH LOT 3 iLe,z'- CF Tt11: W,/g, 5711� 3cr , i w 9ARTAkM !- W G $ DENOTES SOIL BORING LOCATION SCALE: 1 INCH = 60 FEET mmmmmmoi O DENOTES SET NAIL 0 60 120 x 937.7 DENOTES EXISTING GROUND ELEVATION VERTICAL CONTROL DATUM: NAVD 1988 NORTH z - 74-s CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER AND IN PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 29, TOWNSHIP 30 NORTH, RANGE 19 WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN; INCLUDING LOT 1 OF CERTIFIED SURVEY MAP VOLUME 1, PAGE 287, DOCUMENT NO. 334965. LEGEND FOUND COUNTY SECTION CORNER, ALUMINUM CAPPED MONUMENT O FOUND 2INCH OUTSIDE DIAMETER IRON PIPE • FOUND 1 INCH OUTSIDE DIAMETER IRON PIPE O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT — — — CONSERVATION OPEN SPACE o�111hMVltlf'1'(y� * tiY R. DODRL S2#94 CLEAR uua, � r CpNTIG0005 BUILDABLE AREA�61ry""jp1°' 11/20/23 C.B.A. `- (INCLUDES 12% - 25% SLOPES) r-i - - BUILDING SETBACK LINE FRONT: 50 FEET SIDE: 20 FEET REAR: 20 FEET —940 INDEX CONTOUR — — — — — — — INTERMEDIATE CONTOUR (158.65') PREVIOUSLY RECORDED INFORMATION I 2 0 N.B.P.A. NET BUILDABLE PROJECT AREA 12% - 25% SLOPES u uW SOIL BORING = 25%AND GREATER SLOPES •+ W z O Z SCALE: 1 INCH = 150 FEET PREPARED FOR: F W $ - 150 75 0 150 ZACHARY HARTMAN = W O VERTICAL CONTROL DATUM: NAVD 1988 DEREK BRATAGER N z R 744 RYAN DRIVE SUITE 102 m o EAST HUDSON, WI 54016 OAKS TRAIL NORTH (N89°56'41 "E) 3 SMALL 7RAC7 UNPLA77ED LANDS N�89t56;37 E�62�6 81'cORIHH �Fd}� V A_L L E Y VIEW 33r l903 iii,k � T R A I \11 �; �% (ss3.')�,3i�E��7.32' � \�-2-13c� / ��• �- y /J J ������38``2.225'cc 3074Z� ^ 105,07 Z N 17' m $_E 89° 48"DEDoL�ATE6'\Tt'1,B O P_Lli"-C 0 X -� R• �� ,� 0 0 1 �.6 j t1 223.56'1 7S.oO' 104.07 1 ccNr i 1NE ', E 3 �� `L M W j j/ s 402.63'-- 35' LFws z a 1 0 / j589°43'48"E Qo I 111 N51 2B'24"W -0.48' FR M. LOT 4 (]- " � o = 1.01 ACRES ?J QI gDI (1 1111yI N90°00'00"E 309.02,. - I 1 ! (III ((HEM �I Q �I III�� � AR dC.B.A. = 1.30 ACRES- „; I ,,;cA ?cEl/ / 220' �I L NBPA Ln nfl. ♦ i CO oI �I QI �I z z W Z x 0 z coAru=139ACRE554: J�moh!°1ti1�m �I CCI�I IQIJ3� dial \ p��ZZ� \ } FOUN FRON�5`�.Z17 1 y 12 4' b��{ `N84°15'37"E 457.46' cQ -,:! ` al C.B.A. = 1.29 ACRES \, f c e� � l r" � 1C��Jx •�� �f ml 01 N.B.PA.=1.38ACRES, wl 184.81' 1 )158.58' 1,134.288 -` 60.68' 146.55'\ S89°54'57%4) y��dli ��l � 1 \ e , 3�\ `�\ mi(WEST)) \ `l � l � l l l � I)l°1 u Ul It .) l ill .- ---r CONTOURS, SLOPES, C.B.A., N.P.B.A. & SOIL BORINGS THIS INSTRUMENT WAS DRAFTED BY: JLV JOB NO. 6023-]35 DATE: NOVEMBER 20, 2023