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HomeMy WebLinkAbout026-1101-20-200 Lot 5C & 0(00 - ';' 'D -1 & - 6 5 q JAN 04 2023 Co'-Ynerzc S -IL EVALUATk'REP RT Page ol D�"oslor 0' Safety any suildIlICIS Community Development — ir. a=rciznce -Vo"U i C'Orn'T, s7l%YF 531 Ooorlv kttac� compiete site pear: o:- paper nv� ies.s hart 6 ."412. x inzhes in, size. Plan —o,;s UVIL/ t V V !rv:,%lL)cl6, bLA not Ii rnfted tc I- vetc,-a, and horzor I nta, re'ierenc* poi-n,"EM';' directiotnt can;: P"'I' - �.V' I percent siope, scale or dirnensions, nortt. arrow-, ant, location and distance tc nearesk roac. tful Please parr t all informstjor. E Re bV Date Persomw informatior, vo%;, prov16e mov be used tcx s*=m3arN putposteTnvacy Law: Lk. t 5.04 (M)'. Zvvner Propert, Locat o- re Go�A. Lot v:/4 ;4 R s m E to-W Pro,-*tv Ownw's Maifirvc AbI Lot,#, BbOK # Ste. Na1v or -.,SM#'07,.V a 991" State Zip C-Ode L 7 111age - 7 Nearest Fezad S. L ��~:esibenbaF /Nurn�e-r Oj- bezi7oo Co6e derved' design fioA, rate Repiaoernent Pubfiv- 31, comrnet.C41 - Desc!ibel- I Pared rrate�a! 111-ta - 'QI_ Fiock� Piain eievabon i-f apph rab'e cwwanl- =M-Iwds L yL"') LI 0::i� systemsystem ape Systerr, Elevation Eoring i-=PLI I W III; HU; r%� i4*I6Ai_M t %01 Wul aUt 1M.4c =Uv * Z I f i. SNI icabon Dept IrL Dominant Color 11 Murtsefi Des, on Texti-E G sz con''. Coior t sr-fztxe G. SL Sh. Consistence I Boundary Roots Gpolff *Eff#1 EITI#2 Ek Elon%g Bohng 7 24, 1­ rAL _AA_ J.- I' . _.L_ Soil piicabon Rate Hodzon Depth in. Dom. inant C4or[ Mursell 1 Redox Descaripbon Qu. Sz. Cont for�zr. Texture Structure /IN Sz, sn' Consistence I Boundary 1 1 Roots GPD," *Eff#. " VC: i Eff#2 0 — O(A- L.r lr 00 Eftient #1 = BO!."O, > 30 < 22-0 mcYL and TSS >30 < 150 M30 Effluent 92 = BOZIa < 3C rv& and 'k SS < 30 rTWL CST Name (Mease Print) i 646 Ou"' r �ST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation ConduCted Telephone Number "IF 6--'l - > 1432 120th St, New Richmond, WI 54014 / /..� _> - - '� 7? 715-246-4516 Property Owner Parcel ID # Ej Boring Boring # [a Pit Ground sur#ace elev. Ca ft. Depth to limiting factor -3 Z in. Page of Sni# Annlirafim Rnto OF I M, M M Wrl, fffiVIA,ril�/LA M �,AM M�Q! Bon # Boring 1:1[-] Pit Ground surface elev. #t. Depth to limiting factor in. Sni# Annliratinn Ratc Redox Description Structure Consistence Boring # ❑Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit IAnd ArwJ rafinn Rats Effluent #1 = BODE > 30 < 220 mg/L and TSS >30 < 150 mgA- • Effluent #2 = BODO 130 mg/L and TSS < 30 mglL 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-8330 (x.6Aoo) • Soil Test Plo7aun PrGiect Name Julie Bergstrom Bird Address 1294 150th St. Lot New Richmond Wi 54017 Subdivision-------r-_- � CSTM #226900 ate 1/3/23 NE 1 /4 NE 1 /4S 36 T 30 N/R 18 W Township Richmond ip ❑Boring Q Well PL Property Line County ST. C RO IX IL BM or VRP assume Elevation 100 ft. Base of power pole System Elevation TBID * H R pSame as Benchmark RED SQUARES INDICATE SOIL BORINGS w _z -' z Cr- :D � �O w o0 O UU w No cnLLI LL z w 0 LLJ �- W z > L z (, w L.Li Lj cn � °° g LL z z z o cn o wLd zw0 m:1mc) z 00 ww wOf } Ld z z > z D �3'oQ0 o 0z w tnQ00 J j tnzuOr a I Q � Lli I o of crL'L,V,�U I O w w (n0Qr I w am�o�I I v =m0�1 =�oow �-' I SCALE IN FEET 0' 50, 100' 1 " = 100, CERTIFIED SURVEY MAP j LOCATED IN PART OF THE NEI/4 OF THE NEI/4 OF SECTION 36, T30N. R18W. TOWN OF RICHMOND, ST. CROIX UHpLQ-rT[E� 6l l 1,, PLAT 'EF;; 6 LAND COUNTY, WISCONSIN. BEING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 15, PAGE 4096 - - - - - DOCUMENT NUMBER 646719 AS RECORDED IN THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. N 89054'26" E 729.21' I �1 N89°5426"E TT 130 TH A VENUE zao.4a' 1881_63 _ - _- - - - - - - ------ N895426 E - - (n 696.3$ w - 247.88_ N�4 COR. SEC. 36 77:(RTH r o Q�' w' TELE. PED. �- (RAIL ROAD SPK. LINE OF THE NE'a �'', "'' i� . �-----©VERHEAD PIPE FND.) u 33'. - N00°0534'V1! 33' LOT 83.00' WIRES I 87,;7A SQ. FT 00 ACRES) � l'S NOTE: SHARED DRIVEWAY �2 INCLUDING R�T-O F-WAY EASEMENT AGREEMENT RECORDED 72,473 SQ. FT. ACRES) IN SEPARATE DOCUMENT. (1.66 N65°fig (� o EXCLUDING RIGHT-OF-WAY L Q T SOIL Q N �, M BORINGS ❑ - - 87,151 SQ. FT. (2.0 E- M INCLUDING RIGH S 0 moo', SHED a a 9; Lo ti ti Lo Ce) N89°43'27"E N` 36' 0 0 0 z as ;o t17 ti t0 � cn T 0 z N89054'16"E 257.35' O l� w` L NE COR. SEC. 36 = (ALUM. CAP FND.) v) — cQ d w z w L Ln 0 I CV z 0 � f � w =, Q� un NOTE: RECOMMENDED LOWEST BUILDING OPENING IS 1042.5' OR ABOVE. n 360.02' 33.00' ti �j \► N89054'16"E 393.02' I Lo I Q O ni Loto a� o� 70,645 SQ. FT. (1.6 RES)E] r EXCLUDING RIGHT-OF-WAY U �- O BENCHMARK = TOP OF PROPOSED REBAR. ELEVATION IS 1057.2' DRIVEWAY LOT 3 ' cLo l; W LET w 66' 165,025 SQ. FT. (3.79 ACRES) N U) Lo W INCLUDING RIGHT-OF-WAY o 82,535 SQ. FT. (1.89 ACRES) U - - 161,230 SQ. FT. (3.70 ACRES) o o INCLUDING RIGHT-OF-WAY 0 �? Qo a EXCLUDING RIGHT-OF-WAY �' 75,605 SO. FT. (1.74 ACRES) © `r EXCLUDING RIGHT-OF-WAY SOIL N o o NOTE: RECOMMENDED LOWEST BORINGS I U) HOUSE BUILDING OPENING IS 1042F-=-QR ABOVE, NOT SHOWN IN U �. WELL DETAIL 360.02 U I33.00 W N89054'16"E 393.02'. _ ._. .._....._----_.-_....------..._.___.� ,.-----,.................,-..._..__......_---.............. GRAVEL .........,.... E.............._.........................._.. DRIV WAY _........._.......__...........__.........._._.__^.__...._...... �__....__..._.__.. _.... V} ui c� L.P. TANK 732.18' I 699.18' 33.00' LEGEND S 89054' 16" W 1308.37' w SECTION CORNER. (AS NOTED). ro 6 6' • 1" OUTSIDE DIAMETER IRON PIPE FOUND. n � n `n I(D P 0.75" X 18" IRON REBAR WEIGHING 1.502 LBS. I LINEAR - LA77ED L�AIMIDS E?4 COR. SEC. 36 Q I� FOOT SET. (2.375 IRON PIPE FND.) , a F ' PREVIOUSLY RECORDED INFORMATION ccs■ Q 0 LO Y. w w � O a moo= L m W w� c cIL � `�'w z h 0 CDD ME (r_z CCW LLJ moo a Q<o >0 LLI =nU ccT N Ld M N ` O d w Z rF d cn ';�' Z Q � O U aQ � V