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HomeMy WebLinkAbout010-941-33-4211-CST-2023-026 Wisconsin Department of Safety and Professional Services �������;��� ° � ���U ��!1 ' Division of Industry Services SOIL EVALUATION REPO MAY 1 0 2023 � #�024 �e 1 of y in accordance with SPS 385,Wis.Adm.Code ER CQUNTYerown's Construction � Coun$p'�1lNG ADMINiS�1=;:•=.�'i:'� � Attach complete site plan on paper not less than 8Yz x 11 inches in size. Plan must Sawyef � include,but not limited to:veRical and horizontal reference point(BM),direction and - --- - - - - - - - - - - - ---- percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. 01 0941 33421 1 � _ _ _ _ _ _ _ _ _ - _ -- - Reviewed B Date , Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). " /- 23 v� Vl/ Property Owner Property Location �j Brazinsky,James Govt.�ot NW1/4, SE1/4, S33,T41N, RW �J - - _. _ - -- - --_-_-- - — _--- __ _ _ Property Owner's Mailing Address Lot# Block�i Subd.Name or CSM# �' 4056Boxelder Dr Prt Lot 1 CSM 4/1 #661 _ _-_ _ _ _ _ __ _ _ _ __- - _ _ . ___ _ _ - _ - - - --- --- City State Zip Code Phone Number � City �Village � Town Nearest Road 1 c�$3(., '� �F Loveland CO 80538 Hayward State Highway 27 �New Construction Use: � Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD _ -__ -- - _-- ❑Replacement ❑ p ' or commercial-Describe: Parent material GlaCial Outwas -383B _ _ _ Flood plain elevation,if applicable NA __ft. General comments and recommendations: 1 Boring# ❑Boring �Pit Ground surface elev. _ 98.3_ ft. Depth to limiting factor >$0�� in. Soil Application Rate Horizon � Depth I Dominant Color j Redox Description I Texture ; Structure Consistencq Boundary ' Roots I GPD/ft1 in. ; Munsell ' Qu.Sz.Cont.Color Gr.Sz.Sh. � I i `Eff#1 `Eff#2 1 � 0-8 i 7.5YR2.5/1 � - � Is i sg � ml �� cs � 3f-c I OJ �� 1.6 I � -- - _ - - -__ ,____ __ __ _ � _ _ ___ _- __ - - __ _ _ -_ _ 1_ sy - - 1 r- -- - _ / �� . _ Is t ml � cs j 2f-m OJ 1.6 2 8-23 ,- - - --- _ - - - y - _ _ - -_ - -�----- -- - 3 23-44 ' SYR4/6 '� � � sg ml � cs lf OJ 1.6 _ � , � S � -- �-- -�--- - _ _ - _ _ _ _ �_ _ _- - 4 44-80 i 7.5YR4/4 - s sg ml - lvf 0.7 � 1.6 -- _ _ - _ - - - - - -- - --- ---, i j —— -�--...______ - - _-- ------ - --- --�------ � --_ ----�-------- . -- - - I - . _ _ - ---�-- - i - --- - � . � � i � i �i ; ! 2 Boring# ❑Boring �Pit Ground surface elev. 98.5 ft. Depth to limiting factor >82 in. Soil Application Rate Horizon �i Depth � Dominant Color Redox Description Texture Structure Consistencel Boundary�I Roots GPD/ft2 _ i�. � Munsell � Qu.Sz.Cont.Color � I, Gr.Sz.Sh. I, 'Efftx� 'Eff#2 1 � 0-7 j 7.5YR2.5/1 __': _ _ _ ___ Ir �5 � - - � - - -�� - ml _ I __cs , 3f-c � OJ � 1.6 _ �_ _ _ i �---- I 2 7 26 � 7.5YR4/6 ' - Is � sg � ml cs ' 2f-m � 0.7 � 1.6 - -� - --;--_ _ _ _ -�-----�-- �- --�--- _ - --- _�__ -�-_ 3 , 26-50 5YR4/6 , _ _ sg ml cs if OJ 1.6 s — __ - - --- _ ___ _ - �-- - -_ ----- - -- — - --� _ _ __ , , . 4 � 50 82 7.5YR4/4 I - , g � ml I - - OJ 1.6 I I i _ t ____ __ �- --- j- -- --- �- - - - � - - - _ _ _ _ ' s i s , , , I __ I , � � __ _ _ __ - - - - - - - - -- - - - -- - --- - - - -- _ _ ----i - , ; �, , ' , � ' *EfFluent#1 =BOD 5>30<220�mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 mglL and TSS<30 mg/L CST Name(Please Print) Signature: CST Number 224281 Kurt Brown -- - ---- - - - -- _ _ _ _ _ _ _ _ __ _ ___ _ _ _-__ __ — _ _ __ -__ _ Address Brown's Construction Date Evaluation Conducted Telephone Num er W10487 Old Murry Rd Exeland,WI 54835 5/9/2023 715 943 2988 SBD-8330(R.04/15) NO R�FIJNDS AFTER ����q s ISSUE OF PER1JIlT .Property Owner Brazinsky,James _ __ Parcel ID#_010941334211 _ __ Page 2 of +i/ ❑ Boring � Boring# p�t Ground surface elev. __ 97•8 __ ft. Depth to limiting factor >7( in. � -- - Soil Application Rate in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Boundary, Roots GPD/ft2 Horizon Depth I Dominant Color j Redox escription � exture I tructure � onsistencel � _ I I 'Eff#1 `Eff#2 1 I 0-7 7.5YR2.5/1 - Is �� sg ', ml i cs I 3f-c �� OJ j 1.6 _ - _ � _ - - - - ' - - -- - - - � _ �_- _ � _ -- - - - _ _ __ _ � _ - __ I - — -__ 1_. I_ __ �_ _ 'll ml ;_ a i 2f-m . _ � 2 I 7-21 � 7.5YR4/6_ I I Is � OJ I�i 1.6 . 3 21-50 � 5YR4/6 - + - -. - -._ s ' sg ��, ml � cs �i if OJ � 1.6 -- ---_�_ _ _ - � ---.-_—+ _ ._ 4 50-76 ! 7.5YR4/4 - , s sg i ml - - 0.7 1.6 __ --_ � _ _ _ ; - - - _ _ _{-_ _ _ _ _ _—� _ � r--- , - — � --� __ _ ; i �. � _ — _� _---._ i I � � ❑Boring Boring# Pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color I Redox Description ; Texture Structure Consistence�Boundary Roots GPD/ftZ in. Munsell I, Qu.Sz.Cont.Color I Gr.Sz.Sh. ' � I� 'Eff#1 •Eff#2 i � I � -- - -- — � _a- _ i — - - -� - _ � � __ —_—i. — _ — - i— — '——-- _ _—_ __ ------ —— _ _ ___--- �-- }- --- - I I - i - I ❑Boring Boring# pit Ground surface elev. ft. Depth to limiting factor in. ❑ — --- --- Soil Application Rate Horizon i Depth i Dominant Color i Redox Description I Texture � Structure �Consistencej Boundary i Roots _ GPD/ft' _ in. � Munsell � Qu.Sz.Cont.Color ' Gr.Sz.Sh. j i ' 'Eff#� =Eff#2 I ��I ' I, II �I ! , - - -.._. -- _ _ _ _ _ _ _ -- . _ _ � _ _ _ __ __ � -_ - - �_ �— i , — — _I _ i _ � ---I I � _ -_ __II_ _ — r -- - - - - -- - - - _ _ _ _ I _ _ _ _ _ _ . _ __ _ __ ! - -- �-- - ! -_ - - �- �( r � i � i *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=B0�30 m /L a�SC�S�S,�34� � � U I� ' ! �ate S i i��„3____�,.�__�..�= i. Chk# � �s�° -- _.,.��--�_ MAY 1 0 2023 - SBD-8330 (R.04115) +��3� _ Brown's Constn�ction Rcpt# �+- — SA�vY�:w �^,' ':,-��; ZONjNG ADMIPv��i R�i►GN . 3 e�4 PROJECT DESIGN FLOW=450 GPD JAMES BRAZINSKY SOIL LOADING RATE_.7 GPD/SQ.FT. 4056 BOXELDER DR. LOVELAND,CO 80538 ABSORPTION AREA REQUIRED=643 SQ.FT. �.�gp.pgy��� � AS OF 5/9/23 ITE IS UNDEVELOPED NW,SE,S33,T41N,R9W SIGNED: TOWN OF HAYWARD 22428� 9836 STATE HWY 27 N SCALE:1"=60' n � �—7 PROPERTY LINES BM • 0 B_�-------------------�-B_z---- 98.5' FUTURE HOUSE ❑83 ------------------------------- 97.5' #9836N DR WAY ELEVATIONS STATE NIGHWAY 27 •BM=100.0',NAIL IN 11"DIA.PINE TREE 14"ABOVE GRADE. B-1=98.3' B-2=98.5' B-3=97.8' SUITABLE RANGE=96.8'-947' -��..�,.� �o -b���1 5��g��s , y of v � Soil Profile Sheet Owncr: �Tl-klYles $razinsk_� soilTester:_}(ur-i�' .Brt�Yvr, System Elevation: Load Rate:�_ System Range: 8" to 9Y.7' CPlumber }c, de+ermin�l �p1! hor��n5 = ,'j5o'�I g_ � systew� e;. J Z 9�s.3' B- , g-3 lo0 9�.� 97.$' . 99 — 48.3, =98.5 � `Z8 �o'Z8• - 97 , q� ,'l • 7 , '1 q�-I-7� - 9� � qv.�3� - - - _95�'7, - - - - - - - � -9Y.5' 9K `\ � 93 +;�� }\ � � ) +3 R� � -�4'(.63' =91.7' —91.5, ql qo Loose 5and kep� e�!lapS��S �R� $9 �'ings could no� be �u9 deepe�, 8$ $7 _ $6 . . ..i �i �r' . . . " � e�. � . _� i . h� , ��,• , �`� a� .� �� � � V!' � '� .� !� - . '4� .�$'� ' ' { ..� ~" j � '''- }a w'i�'.. �( � 4 - .. - < t �:f,� '; �.,�\ y�( t ` �,��, � �4 . : � r%S �t'� . ' . . y�:\�{'t^•'.a .;;�'�k :M1i. �- .�. � � . ' - ..... ._ . . .� � . -� ,. 'i - -�: � ' - — �::�r �a . . _ ��er - .. . �_ �}'� - - . , ,r, .. ' _. y . �Il'. ' � , 1,p4 �•: � I 5♦ ;T __ .- Se a.. �'^�' . M��. . ��. . . ' :�'� s+ '` � • ���... � � a Y �` !� . � 4 � - M � - � ., M �_ y t.. �f•� .' yt (-� F �Y.. 1 � ;� ''f � M1. �]' � �� � :� 3. .�4 � .. -, '. 5 ♦ ��'ti,sd.• ' � •�� W�;t- � � . n: ,. 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'l.e. - i 5/10/23,3:00 PM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing Property Status:Current Today's Date: 5(10/2023 Created On:2/6/2007 7:55:23 AM �Descrip[ion Updated:4/2/2018 � Ownership Updated: 5/23/2022 Tax ID: 13295 � � ]AMES BRAZINSKY LOVELAND CO VIN: 57-010-2-41-09-33-4 02-000-000110 KAREN BERNER LOVELAND CO Legacy PIN: 010941334211 Map[D: .14.11 Billing Address: Ma_ling Address: Municipality: (OSO)70WN OF HAYWARD ]AMES BRAZINSKY ]AMES BRAZINSKY STR: 533 T41N R09W 4056 BO%ELDER OR 4056 BOXELDER DR Description: PRT NWSE PRT LOT 1 CSM 4/1#661 LOVELAND CO 80538 LOVELAND CO 80538 Recorded Acres: 1.580 Lottery Qaims: 0 � Site Address *indicates Private Road First Dollar. No 9836N STATE HWY 27 HAYWARD 54843 Zoning: (R-1)Residential One ESN: 444 .J property Assessment Upda[ed: 11/9/2015 2023 Assessment Detail �- Taz Dis[ricts Updated: 2/6/2007 Code Acres Land Imp. 1 State of Wisconsin Gl-RE9DENTIAL 1.580 23,500 0 57 Sawyer County OSO Town of Hayward 2_year Comparison 2022 2023 Change 572478 Hayward Community School Distric[ �and: 23,500 23,500 0.0% O01100 Technital College Improved: 0 0 0.0% To[al: 23,500 23,500 0.0% . Recorded Documentr Updated: 4/10/2014 O WARRANTY DEED Date Recorded:5/9/2022 439020 �property History O WARRANTY DEED N�q Date Remrded: 7/26/2004 323534 O CERTIF2ED SURVEY MAP Date Recorded: 6/30/1975 151768 https:Utas.sawyercountygov.orgllAccesslmaster.asp ���