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HomeMy WebLinkAbout020-1076-30-000Bureau of integrated Services in accordance with s. ILHFI 83.09-, Wjs. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. <Pl2nmust minty include; but not limited to: vertical and horizontal reference point (BM), direction and " C r6 I percent slope, scale or dimensions, north arrow, and location and distance to nearest toad. parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner r� COOL i pr�Z� lio Ldoan W r-n S J) t C Po C',. , o -- Govt. Lot SO 1/4 S�- 1/4,S 17 T ;_9 ,N,R t q -&4o4 W Property Owner's Mailing Address Lot # Block# Subd. Name or GSM#(� 1 ( iBUS r1ocL. taer}erLn l'tUCnr. -� ��(� LM 6�S inr5S ?r^�4_K City State Zip Code Phone Number El city ❑Ilage ®Town Nearest Road a't Ctiln SSd3L (t,St )y3o-tso� S4 14 1 Z C9 New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building ❑ Replacement [Public or commercial - Describe: Code derived daily ffow).tnk�;, gpd Recommended design loading rate t -7_ bed, gpd/ft22 5 rench, gpdht2 Absorption area required bed, ft2___ trench, ft2 Maximum design loading rate r bed, gpd/ft2 r 9 trench, gpd/ft2 Recommended infiltration surface elevations () �---- _ ft (as referred to site plan benchmark) Additional design/site consider�1on Parent material t l f 0 p toj c,, r, S n c - q _�Flood plain elevation, if applicable S = Suitable for system Conventional I Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system S❑ U ❑ S 55U 7S ❑ U [g'S ❑ U ❑ S V U ❑ S �RT U Boring # Ground elev. j/eft. Depth to limiting factor -1-9ain. Boring # ri 2: Ground elev. Depth to limiting factor in. S()ll P1FC(`QlPTlnM 01:0noT Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed , Trench i o• G / a 2 6-40 7S /VI., A,' mvf Remarks: 1 0-7 O r 2 i — s- IL ik- Z 7- 0 SD- Remarks: :;ST Name (Please Print) Signature �- 9 , y, f, Telephone No. i h� Us Ne/soti - 71s a ye,-2ys� Address / , / 4r Date CST Number i 1 Ll-�� 1 �u A S r / eo /?►(J,r, , t I 9-,iu-9� 2 z 7 3 97 PROPERTY OWNER SOIL DESCRIPTION REPORT Page 2- of 3 PARCEL LD.* Boring # Ground -elov, ft. Depth to limiting factor 'tQin. Boring # Ground �q Depth to limiting factor Lo in. Boring # NY�`h t . S Ground ev. Depth to limiting factor 6 0 In. Boring # Ground elev. ft. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont Color Texture ucture Gr. Sz. Sh. Consistence Boundary Roots z Bed .Trench f� 2 G -- 7 c4c, Remarks: ©=�A ®M ©. ,, r�� Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots PDte Bed . Trench r.s �r ? 7�26 Z.S% / -0f)jbk Mvfr CS 17, Remarks: Remarks: S6D4M (R. 07M) tMV1PVMfAtM I AL 67 PBfQM 1432 12e STREET, NEW RICHMOND, WISCONSIN 713-246-2454 Tom Nelson Certified SOU TOW 227387—Repat red Santa = SR00713 14 S�y,4 S<< 29 7 zq N 19 �o+,a r. p� 139 az gb.uv b� S5` 6� a1 9� Qy 8�i•So �' �Sr s 9, 03 so SCALE 1" = 40 BM2 rt'op " ° � 2PC p Bps eieo q 5. (,Vo QF st 10f cd2n �erc eIQo roe Tom Nelson P))- NdrTH L➢rOF THE SW1/4 OF THE SEI/4 1' IRON PIPE FI S02.14'09'W 1,6- S89*50'50"E 1309.72' FROM SET CORN ' �� STORM WA1@ aa9,6s1 ♦ 1276 72' 467,20' a RETENTION RIREA /w H.W.L. = 940:0 AL• 3 .a� LOT 12 ♦ o CDrn �~ ACREScu .3,005 30,892SQ. FT. H N LOT 13 LOT 11 2 I I 10. 3.005 ACRES 10, 130,893 SQ. FT, L_ 300' � 10 \ -4 10, 10' 416,09 i V S 89'30'fp" W 690.59' M —ID — COJIF'1dCE DRIYE L— — S 89.30'50" V 348.92 -- . — , — . — . —I. W m F N 89'30'50" E 713.63' i 307 60' 482.73' -+ I Zo co 1 LOT 10 91 cu cu STORM WATER—`t? �,� .r' 3 RETENTION AREA, -rS�—� o°` H.W.L = 952 0 •_-i. '`' I 3.000 ACRES 130,684 SQ. FT. wl y it oLET {~ 9 o NO ➢IRECT VEHICULAR al ry 3,757 ACRES 163,656 SQ. FT, o nj r ACCESS TO I-94 ♦ �I P�qf Y• • NO DIRECT VEHICULAR '_ s 10, ♦ ACCESS TO T_44 � 10_+ „V 2•. _7.31'S1"W 238.73' • _ S8N D.O.T. SETBACK PER TRANS 233 S80'A 162.55 19,85' 0 592.15' 434.25' ---------------" S89.33'03"W 1026.40' 0 U:-S';i INTERSPAVE E „94„ A N — — CENTERLINE it Kevin Grabau From: Kevin Grabau Sent: Monday, February 7, 2022 9:04 AM To: sbird@frontiernet.net Subject: Soil test - Lot 9 Attachments: 20220207091635419.pdf Hello Shaun, I believe this to be the original soil test for Lot 9 of the Exit 4 Business Park. Most of the lot had been disturbed on this lot when creating the large drainage easement on this site. We will need verification of the soils with new soil tests and/or a new soil test to be conducted on this lot to insure that the area where the system will be installed has not been destroyed or altered in any way. There is also a note on this soil test that some of the soil tested area may have fill on it, but it also may have been cut. The best bet is to have a new soil test on this site. Thanks Kevin Grabau I Community Development - Land Use & Conservation Specialist 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 Kevin.Grabau sccwigov ST. CRO .LINTY From: Kevin Grabau <Kevin.Grabau@sccwi.gov> Sent: Monday, February 7, 2022 9:17 AM To: Kevin Grabau <Kevin.Grabau@sccwi.gov> Subject: CDDIa1 This E-mail was sent from "CDDLAI" (IM C4500). Scan Date: 02.07.2022 09:16:35 (-0600) Queries to: heliDdesk@sccwi. ov Kevin Grabau I Community Development - Land Use & Conservation Specialist 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 Kevin.Grabau@sccwi.gov ST. CRoa "AUNTY 1 Kevin Grabau From: Kevin Grabau Sent: Thursday, February 3, 2022 4:14 PM To: C D D Subject: RE: 649 commerce drive can you find the soil test, thanks! FYI I think that I have found it. But, there are notes in the subdivision file stating that Lot 9 is one of the lots that had a severe amount of land disturbance activities, and that the soil test may not be useable. There were some notes in the subdivision file. Also, the map showing the soil borings on all lots, but Lot 9 does not have any soil borings shown on this map. I called and left a voicemail for Shaun Bird. I said that he and I could talk about this. Soils verifications will be required. Kevin Grabau I Community Development - Land Use & Conservation Specialist 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 Kevin.Grabau@sccwi.gov ST. CRO LINTY r From: CDD <CDD@sccwi.gov> Sent: Thursday, February 3, 2022 2:05 PM To: Kevin Grabau <Kevin.Grabau@sccwi.gov> Subject: FW: 649 commerce drive can you find the soil test, thanks! Any ideas where to look? Shaun is saying we approved it, this soil test From: sbird@frontiernet.net <sbird@frontiernet.net> Sent: Thursday, February 3, 2022 2:01 PM To: CDD <CDD@sccwi.gov> Subject: Re: 649 commerce drive can you find the soil test, thanks! yup this is the parcel, it must be there somewhere, it has to be there, the county approved it. On Thursday, February 3, 2022, 01:32:29 PM CST, CDD <cdd(o-)sccwi.gov> wrote: Shaun: I do not see one in Laserfiche, or in the reviewed not scanned or the not reviewed piles of soil tests. I copied Kevin to see if I am missing something r � - 8 iirg Address POUCHER PROPERTIES LLC 579 SCHOMMER DRIVE. STE B HUDSON WI 54016 PDr Parcel Nun" 0M1363-W4 ARemate Parcel Number 27-29.19.214 Tax Yea 2021 Property Address 649 COMMERCE DR General Legal Vatues ( SpecWs ( Extra ' WHAM Legal Description SEC 27 T29N R19w/ PT SW SE EAT 4 BUSINESS PARK LOT 9 3. 757AC From: sbirdCcDfrontiernet. net <sbirdCa�frontiernet.net> Sent: Thursday, February 3, 2022 1:21 PM To: CDD <CDD _sccwi.gov> Subject: RE: 649 commerce drive can you find the soil test, thanks! Try this one On Feb 3, 2022 12:50 PM, CDD <CDDCq�sccwi.c�ov> wrote: No such address in real property? From: sbird (a frontiernet. net <sbird CcDfrontiernet.net> Sent: Thursday, February 3, 2022 10:57 AM To: CDD <CDD(o),sccwi.gov> Subject: 653 commerce drive can you find the soil test, thanks! Acres Area (sq ft Frontage (lt Depth (R This email originated from an external source. Verify the legitimacy before clicking links or opening attachments. P] SCC ArcGIS Web Map 2/3/2022, 4:19:28 PM 1:2,257 0 0.01 0.03 0.05 mi ® DrainageEasement Lot and Units Park General Common Element Shoreland Overlay District Public ROW Outlot Lot Tax Parcels 75 FT Building Setback 0 0.02 0.04 0.08 km Unit Limited Common Element = 300 FT River/Stream WDNR, SCC CDD, SCC CDD and SCC Highway Dept, SCC CDD. FEMA, Web AppBuilder for ArcGIS SCC CDD I WDNR, SCC CDD I SCC CDD and SCC Highway Dept I FEMA, SCC CDD I CDD and NPS I National Geospalial-Intelligence Agency (NGA); Delta State University; Esri I NOTH LINT'OF THE SWI/4 OF THE SEI/4 • I' IRON PIPE FI S89*50'50"E 1309,72' S02.14'09'W 1.6- FROM SET CORN ' e STORM WATER ae9.6s ♦ 1276.72' a67.2o' . RETENTION AREA Iw H.W.L. = 940.0 ♦ ♦ 3 ♦ oCR LOT 12td o .a M I^ n 3.005 ACRES c cu a 130,892 SO. FT. w LOT 11 LOT 13 I 10' 3.005 ACRES SO' 130,893 SQ. FT. �— 100 n I I �w -4 10'-y m 10' , — — — — — — — — \, �/] I 416.097-------- i \ V S 89'30'0" W 690.59' m �— — S 89.30'S0" W 348.92' ; W — COJlo[ERCE DRIVE — N 89'30'50" E 713.63' Z.✓� ---=7- 30A60'---"---7-482_731 ------.�®I \\ / I r' / I X. N 0° LOT 10 F N 3 n W _ STORM WATER RETENTION AREA oq H.W.L. = 952.0 „'� W I 3.000 ACRES y� 130,684 SQ, FT. F aJ c* 3 LOT 9 s N NO DIRECT VEHICULAR al �I .� o rry 3.757 ACRES 163,656 SQ. FT. o m ACCESS TO I-94 ♦ .-. wl cu ♦ a• Z yy° NO DIRECT VEHICULAR / 10' ♦ ACCESS TO I-94 10'— I --I —� "W 2'4 587.31'51"W 238.73' D.O.T. SETBACK PER TRANS 233 580.4 19.85' o 162.55' 592.15' 434.25' S89'33'03"W US! INTERSTATE "94" 1026,40' CENTERLINE - - cn — m