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HomeMy WebLinkAbout026-1101-20-200 Lot 06r rff=-, tFD3 APR 03 2023 6 L F 01 1 x 0 U rl [ Y m D ,., n I r v ,e v e 1 I,) r� m e n t T: %.04U TV fl OIL EVALUA TION REPORT Comm, ilklis. Coos kta.ah compiete site plan o7, pape'r, nv. less Char, 6 x in,-..�#es it size. Plan rnuisf include, bLA w,6 firnitat tc- vetcca' and oionzoita� reference poit `5V-i direc6on any; percent siope , scale or dimensions, nortt,. arrow , any: and distance tc nearest read. Flease print all b-7 forma tiort. Penons Informabor vck: P-ovioe rrla�, be used tcK set.--nojarw purposes (Prtvacy Law, t. IT !.04 nV, 65 T --202 � 0 44 M "J�. le F VJZ!' JUM � UrtY L-j Village OW7, rvearest Kcac *e* :;�trjcbor, Coje deHve,-f design fi,,m, rate ,Afz esicienta� Numt�er Y ba:iroxns Y—X 2 ry C Rep�a_--srn-Qrlt "'k; Or 03-"nr1,,!e%A Describe- ,1 Parer, mate ray taioo� Piain eievatix ill applicabie ft Gerwa` coff r* its and M00"Wrorociatia.-M: Svs+ern Tvpe I L - System Elevation 1 Ir %7 EK nN kE Depth to firnihw i. Ground surface elev. factor ication, Rate Horizon f Depth in. Dominant CNorll MunseF IM66-Z"', Desclipbon L ::!U. ;E-r#z. Cont. C��O( I extire S t--v -tu - e tZ z Consistence Bojrvdary P,00ts all 000�./ i �V%4r,oeljI IF Boring P it Ground surface elev, L.Penth t,,-- limifinc factor L Soi,' Appilcabon Rete Horizon Depth in. Dominant Coior- Munsell Redox Description Qu. Sz. Cont Color Texture Structure Gr. Sz. Sh. Consistence 1 Boundary Roots �P-DIlff E ff I f #/-' Dv r ni� r -1 /7 P, A -A Effluent #-t = BOO. > 30 < 22v rng'L art: 73Z >30 < 150 -?ff/ Effluent #2 < 3C rWL. and TSS < X mg1L CST Name (Please Print) a ye '-,IST Number Bird Plumbing, 'Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, NewRitc..hmond, W1 54017 715-246-4516 Property Owner Parcel ID # ❑ Boring # Boring 1 Pit Ground surface elev. 101's-ft. Depth to limiting factor in. Page of Sni! AnNktntinn R nto Boring # ❑ Boring pit Ground surface elev. ft. Depth to limiting factor in. Rnii Annliratinn Ratp MW Redox Description Structure i'Comistence ..Mm Boring # ❑Boring Ground surface elev. ff. Depth to limiting factor in. ❑ pit IAnil ennla-tati -tn R=ta ' Effluent #1 = BODE > 30 1220 mg/l. and TSS >30 < 150 mg/L ' Effluent #2 =- BOD3 130 mg/L and TSS 130 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. sea-8330 (x.6100) i Soil Test Plot P Project Name Julie Bergstrom Address 1294 150th st. New Richmond Wi 54017 �M #226900 Lot 6 Subdivision ------ e 3/28/23 NE 1/4 NE 1/4$ 36 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark #\ ! J ■ I 11 J 1011 Kelly Becker From: sbird@frontiernet.net Sent: Friday, April 21, 2023 3:18 PM To: Kelly Becker Subject: Re: Bergstrom soil tests Attachments: scan_kellyb_2023-04-21-14-14-29.pdf oh, there we done 3 days prior, sorry, the completion date is actually on the plot plan, sorry On Friday, April 21, 2023, 02:18:11 PM CDT, Kelly Becker <kelly. becker@sccwi.gov> wrote: Shaun, Were the soil tests for lots 4&6 done the same day they were received by the office? They are missing a completion date. Please let me know what date they were done. Thanks! Kelly Becker I Community Development -Land Use Planner From: sbird@frontiernet.net <sbird @fro ntiernet. net> Sent: Monday, April 3, 2023 2:43 PM To: Kelly Becker <Kelly.Becker@sccwi.gov>; Joseph Granberg <joe@gslandsolutions.com> Subject: Re: Bergstrom soil tests This email originated from an external source. Verify the legitimacy before clicking links or opening attachments. originals turned in today, lot 5 was done this winter, does this help? On Monday, April 3, 2023, 02:41:35 PM CDT, Kelly Becker <kell .becker sccwi. ov> wrote: Hi Joe (and Shaun), I received the CSM this month for Julie Bergstrom in the Town of Richmond, and we have copies of the soil tests for lots 4 & 6 and what I think must be lot 5 with the application packet, but I was not able to find the originals for lots 4 & 6. Have these been submitted to the office? I also noticed the date the soil tests were completed is missing on the copies for lots 4 &6. Thank you, Kelly Becker I Community Development - Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-386-4676 1 C: 715-821-8722 Kelly. Beckersccwi. ov To, C � .NTY RED SQUARES INDICATE SOIL BORINGS f m {f, r IL��j w z a � Z 0 6 w x moo oU� w o L 0 - Z ujw w j n w wc'4>- Zcn �w'nw < �- 0 0L'ZZ z 0 0 C w wZw0 mJmU z 00 Li cr E I- Ld Lj Z > O � o<0 o ©QcmX I_ 00 _j �Zwv 2 wDX 0 Of O LL V) 0 OW0LLJ Q¢N zz m �- Ul11 p w��o Qw Wm c-U LL_ SCALE IN FEET 0' 50' 100' 1 " = 100, CERTIFIED SURVEY MAP j LOCATED IN PART OF THE NE114 OF THE NE1A OF SECTION 36, T30N, R18W, TOWN OF RICFIMOND, ST. CROIX NPLLANDS DS COUNTY, WISCONSIN, BEING LOT 2 OF CERTIFIED SURVEY MAP RECORDED IN VOLUME 15, PAGE 4096, �Q�D�- NE COR. SEC. C. 36 36 - - - - - - - - - - - - - - - - - - - - - - - DOCUMENT NUMBER 646719 AS RECORDED IN THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE. _ _ _ _ _ _ _ _ _ I ALUM. CAP --------- ______ (RN89'S4'16"E)- I -------- 1 7_ -__- N 89054'26" E 729.21' N89054'26"E 7 �QTH AVENUE S 280.48' 1881 83 _ _ Nia COR. SEC. 36 - N89°54'26"E 696.38' M two miO - ai--_-----co Ll �1b (RAIL ROAD SPK. NORTH LINE OF THE NEI/4 L� i� ��= ° TELE. PED. I PIPE FND.) L �4 T 4 I 33, L__- 33, of N00 0534'W �---OVERHEAD -- J 83.00 WIRES W z 87, SQ. FT 00 ACRES) INCLUDING RT-OF-WAY 1`Z1 �3 NOTE: SHARED DRIVEWAY „ EASEMENT AGREEMENT RECORDED I ,n w 1: FT. •5$ IN SEPARATE DOCUMENT. u N N ti 72,473 SQ. (1.66 ACRES) EXCLUDING RIGHT-OF-WAY N�O6°3$ L O T I W } a SOIL o N M ❑ BORINGS - _ 87,151 SQ. FT. (2.0 S I SHED , INCLUDING RIGH Q; N89054'16"E 257.35` i 70,645 SQ. FT. (1.6 RES N r- c, EXCLUDING RIGHT- -WAP Lq NOTE. RECOMMENDED LOWEST - o�J? Q 0);n ��`, ,..r"n (o BUILDING OPENING IS 1042.5' OR ABOVE. 360.02' ram. .� ...0�. ' ' LLJ33.00' r. Lo Q N89°5416"E 393.02 `� f ' SHED °� ' Lo o �� Z O ' Q ` BENCHMARK = TOP OF REBAR. ELEVATION IS 1057.2' PROPOSED I DRIVEWAY I N89°43'27"E Lo L 0 T 3 N w LOT 6 w 66' [ Q 9'36 165,025 SQ. FT. (3.79 ACRES) N � I w N INCLUDING RIGHT-OF-WAY o Lo 82,535 SQ. FT. (1.89 ACRES) ED 0: z 161,230 SQ. FT. (3.70 ACRES) o �, INCLUDING RIGHT-OF-WAY 0 o o o u') `n EXCLUDING RIGHT-OF-WAY c%4 (o 75,605 SQ. FT. (1.74 ACRES) N 04 EXCLUDING RIGHT -OF -WAIT SOI L o a ° ' NOTE RECOMMENDED LOWEST OIL I N S I rD c HOUSE BUILDING OPENING IS 1042 R ABOVE. NOT SHOWN IN I �+ mil? DETAIL ❑ [jj ° N WELL 360.02' 33.00'Ell W N89054'16"E 393.02' ; VEL,QRl-1 1" AY .-........,...._...,.._�.. ........ I . T r jjil --------------- _+_- --______-_- � r r o L.P. TANK 732.18'' 699.18' 33.00'ELD I LEGEND S 89°54'16" W 1308.37' w ® SECTION CORNER. (AS NOTED). ur) m 6 6' • 1" OUTSIDE DIAMETER IRON PIPE FOUND. LIC° ® 0,75" X 18" IRON REBAR WEIGHING 1.502 LBS. / LINEAR UDLA77ED LANDS EY4COR. SEC. 36 !C)—w FOOT SET. (2.375, IRON PIPE FND.),(R) PREVIOUSLY RECORDED INFORMATION o 0 Ln LL w �E �w D O� W ��z Q moo= IL bjL� W Ld T� J Q� IL w �rz 0 d- w 'n W w m>© ulQ 0 [If � W 0= ' =nU CL LLJ )" V w Vf ) , Z Pol