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HomeMy WebLinkAbout018-1000-40-0204 n t A;4 Professional Service's Page Of fy services IP y. SOIL EVALUATION 71 A-\ JUN 23 2023 Services )23 Ina cordance with SPS 385, Wis. Adm. Code County ST. CROIX Attach complete s'e plan on�,papet'�mdtfoii-4an 8 1/ x I I inches in size. Plan must include, but not limited to virti(mj - i ' - t (BM), direction and percent slope,Parcel I.D.I.D Yf scale or dimensionr-r,-,rvoft"rMW, and location and distance to nearest road. 0 8 -VOO - 40 - 020 Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). j Property Owner Property Location STEVEN C. CODY govt. lot 2, SW/4 NE 1/4 S 1 T 29 N R 17 F0 W Property Owner's Mailing Address Site Address orC �Mndl-ot#:lvj 2067 117TH AVENUE 117TH AYENUL PROMSED r 5 City, State, Zip Phone Number El city 0 Village Town Nearest Road BALDWIN, W1 64002 HAMMQNQ 205THSTREET U New Construction Use- � Residential/ Number of bedrooms NK Code derived design tow rate NK GPD El Replacement ®Public or commercial _Describe: Flood Plan elevation if applicable NA ft Parent material— glacial till Gener*wmTentrecommendations: MOUND SYSTEM — 0.4 LR WITH 0.5 FT. SAND FILL or GEOMAT WITH 0.6 LR & 1.0 FT SAND winter conditions: mostly cloudy/no frost Boring # Boring 1161.1 Pit Ground surface elev. 1168.6 -ft. Depth to limiting factor 30 in. elev. ft. Soil A.Dnlication 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 1 0-10 7.5YR2.513 I 3fsbk &_qr_ ds cs 3vf-co 0.6 0.8 2 10-18 7.5YR3/3 Sid 3fabk dsh cs 1 of -co 0.4 0.6 3 18-30 7.5YR3/4 sl 2fsbk ds cs 1 of-f 0.6 1.0 4 30-36 5YR4/4 f1f 5YR4/6 sl Om dh 0-2 0.6 some cobs between horizons 3&4 Boring # [:]Boring QPit Ground surface elev. 1167-5 ft. Depth to limiting factor 33 in. I eiev. 1164. -st. Soil ADDlication 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 1 0-12 7.5YR2.5/3 I 3fsbk&qr ds cs 3vf-co 0.6 0.8 2 12-18 7.5YR3/3 Sid 2fabk ash as I vf-co 0.4 0-6 3 18-33 7.5YR314 sl 2fsbk ds as 1 Vf7f 0.6 1.0 4 33-391 5YR4/4 f1d 7.5YR4/6 sl Om dh 0.2 0.6 ,sme cg s betw n horim s 3&4 CST Name (Please Print) Signature Cmbar MARY JO HUPPERT(HOLLISTER-S SOIL TES NG & DESIGN) alat�L, 17-A I-Aa7 24832 Address Date Evaluation CondkeC I YTelephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 01 -24,2023 715 - 426 - 1775 Effluent #1 = BOD > 30:5 220 mg/L and TSS > 30 < 150 mg/L Effluent #2 = BOD, 5 30 mg/L and TSS :5 30 mg/L SBD-8330 (RO3/22) 04 %ff 1 4 s �... -.- _ of 'y & Professional Services 1 0 P in dTyvrt�, oik age 4,. " r J SOIL EVALUATION REPORT V23_v7 c5r-- 2 MAR 0 9 N21 16 accordance with SPS 385, Wis. Adm_ Code County ST. CROIX Attach comple� site plaq on pe� than 1/2 x 11 inches in size. Plan must include, _. \ P9 . but not limited 10 \r,4w 0 nt (BM), direction and percent slope, Parcel I.D. 'Je flgq�ce pol 018 - 1000 - 40 - 020 scale or dime, istons, noo distance to nearest road. Please print all infwmation. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(l)(m)). Property Owner Property Location El 1:1 STEVEN C. CODY govt. lot 2, SW/,g NE 1/4 S 01 T 29 N R 17 W Property Owner's Mailing Address Site Address or S�CS nd -.Ims 2067 117TH AVENUE 117TH AVENUE; PROPOSED LOI 5 City, State, Zip Phone Number E] city 1:1 Village 1:1 Town Nearest Road x BALDWIN, WI 54002 HAMMC)Nn 205TH STREET New Constnxtion Use: U Residential/ Number of bedroonis NK Code derived designflow rate NK GPD r Replacement E] Public or commercial - Describe.- Flood Plan elevation if applicable NAu X Parent material- glacial till MOUND SYSTEM WITH AN APPROVED INTERPRETIVE DETERMINATION BY THE STATE OF,,-4*_ neral rid recommendations, WISCONSIN - 0-4 LOADING RATE W/3.0 FT- SAND FILL OR 0.6 LR WITH 2-0 FT. SAND FILL o�A AT-K 5(e eW11W ------FOR (3E0M---.---- Boring # Boring Pit wl"ttv (.;U[Miltitiliti. 111VZ>Uy tauuuy1 >v Ilubt 1161.1 Ground surface elev. 1168.6 -ft. Depth to limiting factor 30 in. / elev. ft. Soil ADDI[cation Rate I 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 1 0-10 7.5YR2-5/3 I 3fsbk & qr ds cs 3vf-co 0.6 0.8 2 10-18 7.5YR3/3 s1cl 3fabk dsh cs I vfm-co 0.4 0.6 3 18-30 7.5YR3/4 sl 2fsbk ds cs 1 of-f 0.6 1.0 4 30-36 5YR4/4 f 1 f 5YR4/6 sl Om dh 0.2 0.6 some cobs between horizons 3&4 Boring # []Boring upit Ground surface elev-1 167-5 ft. Depth to limiting factor 33 in- / elev- 1 164.-S. I Soil ADDlication Rate I 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 1 0-12 7.5YR2.5/3 I 3fsbk4gr ds cs 3vfn-co 0.6 0.8 2 12-18 7.5YR3/3 sid 2fabk dsh as I vf-co 0.4 0.6 3 18-33 7,5YR3/4 sl 2fsbk ds as 1 vf-f 0.6 1.0 4 33-39 5YR4/4 f1d 7.5YR4/6 sl Om dh 0.2 0.6 ume QQbs bebymn hofizo 3&4 CST Name (Please Print) Signature C T Number MARY JO HUPPERT(HOLLISTER'S SOIL TESTING & DESIGN) 22.4832 Address Date Evaluation Condu elephone Number 25720 FIREFLY LANE, WEBSTER, WI 54893 01-2432023 715 - 426 - 1775 Effluent *1 = BOO > 30 5 220 mg/L and TSS > 30 :5 150 mg/L Effluent #2 = BOO, :5 30 mg/L and TSS 15 30 mg/L SBD-8330 (R03/22) MIN Y � SOIL BORING LOCATION SKETCH LOT 5 4 . 0 V r. 41,? , =LA% TtU� Jq oq CRL)0(L41Y I --_ 117TH AVENU,,,,E 233.19'-p- NORTq LINE OF LOT 5 — NCH MARK OP OF IRON BAR 1168.9 FT. / � % 117TH AVENUE RIGHT OF WAY cv � -------72' _ ___ SOIL BORING -A 3 i x 1168.6 c wit Qcc ui ry d LOT 5 � NORTH 3 SCALE: 1 IN H = 40 FEET C __—_----- 87-—__—___----SOIL BORING 07, 40 zo o so x1167.5 VERTICAL CONTROL DATUM: NAVD 1988 M a 71 - SOIL BORING . x1177.7 DENOTES SPOT ELEVATION x 1168.1 DERIVED FROM LIDAR / CONTOURS t M2_ -00 36 z' I + t 6 T z { 3 01 3. 1 is nont, t gu�� � _ e ribs #- Kelly Becker From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Thursday, June 15, 2023 5:04 PM To: Kelly Becker Subject: Re: Steven Cody Lot 5 HELLO, I'M PUTTING IN THE MAIL TOMORROW. HAVE A GOOD NIGHT. From: Kelly Becker <Kelly.Becker@sccwi.gov> Sent: Thursday, June 15, 2023 2:11 PM To: hollisterdesign <hollisterdesign@outlook.com> Subject: Steven Cody Lot 5 Hi Mary Jo, Could you send me a new, signed front page of this soil test with the notes about the interpretive determination removed since it is not required in this case? I just figured this would remove any confusion in the future. Thanks! Kelly Becker I Community Development - Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-386-4676 Kelly,Becker@sccwi.gov ST CR: .TY. J tti �� iR��,i,�� Kelly Becker From: Mary Jo Huppert <hollisterdesign@outlook.com> Sent: Tuesday, June 6, 2023 4:07 PM To: Kelly Becker Subject: Re: Steven Cody Property Hello. Lot 5 did not need an interpretive. i might have used a report from different lot and forgot to change that. CeCe wants me to lower the site near the other borings i had on the lot. she said they were better soils and she's going to approve it right away as soon as i revise the soil report. thanks! ! ! From: Kelly Becker <Kelly.Becker@sccwi.gov> Sent: Monday, June 5, 2023 10:24 AM To: Mary Jo Huppert <hollisterdesign@outlook.com> Subject: Steven Cody Property Hi Mary Jo, I noticed we have approved interpretive reports for lots 2&4 of the Steven Cody subdivision site in the Town of Hammond; is the report for lot 3 still pending? The soil test for lot 5 also noted an interpretive, although the conditions on the test did not require it. Did you also submit a report for lot 5? Thanks! Kelly Becker I Community Development -Land Use Planner 1101 Carmichael Rd Hudson WI 54016 T: 715-386-4676 Kelly.Becker@sccwi.gov CERTIFIED SURVEY MAP LOCATED IN PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER AND PART OF GOVERNMENT LOT 2 OF SECTION 1, TOWNSHIP 29 NORTH, RANGE 17 WEST, TOWN OF HAMMOND, ST. CROIX COUNTY, WISCONSIN; o X BEING OULOT 1 OF THE CERITIFIED SURVEY MAP RECORDED IN VOLUME 26, PAGE 5957 AS DOCUMENT NUMBER 984847. o � � 9� I O�T� 1y4 O�NFR 5�'CT�N � t ` � \ � � �" � 4 � � -.� `-- ! � '� � `� � W W �: LOT 2 -- \I i PREPARED FOR: z N Ln Un W l �' I i� L l%M}V A E}9 N(J►M T \ l l uw x TOTALAREA f� \ -- ° -- n _� STEVE CODY �. a 246,522 SQ. FT. ° L f _ l 2067 117TH AVENUE o 0 0 5.659 ACRES BALDWIN, WI 54002 c o 02 EXCLUDING oo \ �1 �-.� `� \ %f i r rLrw pa-11, RIGHT OF WAY I �. - - -- p 1—' _2 9 f ( I SURVEYOR. LL z 218,632 SQ. FT. \ - �I a��� p } e J6 \ - JJ - - �' TY R. DODGE o =o 5.019 ACRES I z \� `*' �I c \ Z �/r�`l f a T � � l � � � \\ a r r% f AUTH CONSULTING & ASSOC. w ° ` -1V89° �4Q' 8�45�0�r Z �JT C��J $� 4 4 /,�l{ 292© ENLOE ST. SUITE 101 I I w cr-1 � `� - 442. 34 " = ; 4 02.73' _ ^ � c- --� � �1 t<��--� =- 1 � f , ( -� - _ --- �, � H U DSO N, WI 54016 -T33.00' �r �� 1 �- NORTH LOT 3 0 ° `� I r`C� 405` '� 405.22` - 1� y Q�6`T �� =�� SCALE: 1 INCH = 250 FEET TOTAL AREA ° 118. 0I I L�� � — o i 7-ui w , / o m / o • o 250 125 0 250 232,263 SQ. FT. a r !� / H e►� tl' / 5.332 ACRES �`� 1� /' , ' ,�' ' r/ , ,' /� ,� r' , ,, !`� w �. ` , r� , / EXCLUDING I - ` 1� 1 � ' ''' / / f , / /' r ,r 00 '�� f7�� m �i',r f o `)) �� I \�11� NO SLOPES 12% OR GREATER N - g 1v'`o r �' / , / t1� co / n ) I EXIST ON THIS PROPERTY RIGHT OF WAY �, -� / , , r r \� ^+ '� ,� ,. �� �,� �I ° `N - / , , /,o s r , / , /�/l� � i�� LEGEND 218,932 SQ. FT. �] v ,/ J-,°g"E r a S' / 5.026 ACRES -� �r H /' LOT 2 �f�. N_ ;'� L O T 3 / , ' ,/r /,, `� �� ���1lri I /� ill � FOUND COUNTY SECTION CORNER MONUMENT, f - / f" / ! C.B.A. AS NOTED C.B.A. - Y f 3.fi0 ACRES / ;I� / 4.00 ACRES / ,!r , 1����/ , �/ , / �! !�/� ✓ / fll� 'f r FOUND 5 8 INCH DIAMETER IRON BAR 00, k6 r . ,r !�1 / r ,f / , r o, , r ' r ,' ' • '' r ' r 1 ��fJ1�� (� ' ' / / 4474 ' ' ' '/�/ ��f �%l • FOUND 1-1/4 INCH OUTSIDE DIAMETER IRON PIPE � .67� r , �n -' 421.23 / , -^ 424. 67 r r �'"" r o %/%/l/� /' , I �� VRI, T ''rl C.B.A. _ ,ri~ O) f O SET 1 INCH OUTSIDE DIAMETER BY 18 INCH LONG Op ^•- [N N )� / �r j rr 845.90 r , r ,�,/� ��/ r f, /r /r 13.`71 ACRES ,A `��1���/ I,� t IRON PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT ��i C.B.A.- , r/ '/ ,o ff�� �� ���J1, - o , 4.09 ACRES P DRIVE PROPOSED DRIVEWAY /, LOT 4 L O TArA /`� SOIL BORING / l % -- - BUILDING SETBACK LINE rl w I / 1 / , ,/ / / �� f �/� f ! FRONT: 50 FEET 27.38` r f 734.64` f% �"r' ! r%� / r ',' �'JJ4l��� // /% % SIDE: 10 FEET MINIMUM I�33 s / r F` l [ t4 J I ' ,r / /i /,/ �r ,/,i / �60` / ,/ /',� r ' , r �/ /�f 25 FOOT COMBINED MINIMUM I `�' I I r / / ' r 1 / r' �� /a' ' rr , , ✓ f i� REAR: 25 FEET w 940 INDEX CONTOUR z uloe 01 rn / ,r INTERMEDIATE 2 - FOOT CONTOUR `28.50'.r rrf -�! �� 1094.24 - - S C B.A. , f/ �/ , CONTIGUOUS BUILDABLE AREA < NS °52'0.1.` 1 2.74 ` �`'//l/// ` / r r r ' rl 1 U N P LA4V- 0 Z �141` - ------- 0 �� / f 1 I I PROPOSED SEPTIC CONTOURS, SLOPES, CBA & SOIL BORINGS Cody Property Legend Tax Parcels ❑ Towns - -- Cities Villages ❑ Sections ❑ St Croix Co Other Counties Lakes and Rivers Rivers and Streams Dam Intermittent PerrenW .r�.w Interstates US Highways .r.. State Highways County Highways Local Roads Rustic Roads Ramps Road Right of Way Abondoned Railroad Private Road Railroad Road Vacated ROW Railroads N 0 200 400 600ft DISCLAIMER: This map is not guaranteed to be accurate, correct, current, or complete and conclusions drawn are the responsibility of the user. Author: `=_lrt Primed' „5' 1 M 9:13 AM