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HomeMy WebLinkAbout032-539-27-4305-CST-2022-135 Wisconsin Department of Safety and Professional Services �������� ' Division of Industry Services SOIL EVALUATION REPORT #1019 Page 1 of 2 in accordance with SPS 385,Wis.Adm.Code Brown's Construction � Attach complete site plan on paper not less than 8'/z x 11 inches in size. Plan must County Sa er � include,but not limited to:vertical and horizontal reference point(BM),direction and � � _ _—_ _—.. — — -- - ----- percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 032539274305 C 1 Please print all information. Rev�� ed By Date ��`'\ Personal infortnation you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). S ` � g �/ '- 1''' G�-+c. Property Owner Property Location � Renley, Dennis . ��� SW1/4, SE114,S27,T39N, R5W -'' __ - - - - -- - - - __-- — -- —__— - - - _ Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1601 N College Ave 2 � 14/376#3617 (f�, __ - - - - -- _- _-- _ City State Zip Code Phone Number � City �Village � Town Nearest Road Fort Collins � CO 80524 970 980 5775 Winter 5823W Lake Winter Rd �New Construction Use: � Residential/Number of bedrooms _ 2 _ Code derived design flow rate 300 GPD �Replacement ❑ Public or commercial-Describe: Parent material Glacial Drift loess/outwash/till Flood plain elevation,if applicable __ NA ft. General comments This site requires a one foot sand bla sand in order to meet the three foot separation requirement above the limiting and recommendations: f8ctor. q C yr>� J 1 Boring# ❑Boring �Pit Ground surface elev. 98.5 ft. Depth to limiting factor 76 _in. Soil Application Rate p p ; ; Structure Consisten Boundary I Roots ; GPD/ft2 Horizon I De th � ominant o or e ox escn tion Texture -—- ------- i in. Munsell Qu.Sz.Cont.Color � Gr.Sz.Sh. •Eft#1 'Eff#2 1 �' 0-8 10YR2/2 - sil � 2fgr � mvfr es ! 3f-c j 0.6 0.8 �-- _- - -_ -- -�-- --+--- -�---+ ___ 2 I 8-14 7.5YR4/3 - sil 2msbk mvfr gs � 2m � 0.6 0.8 �---- -- -- — --- _--- — - — _ �_ �__ —._—__ a -rt-- � I �3 3 ' 14-27 i, 7.5YR5/3 5YR5/8 c2d sil imsbk mvfr es if I 0.4 0.6 _ _— {-- -� --—-- -- - _ __ --— - ----- 4 ) 27-66 ' 7.5YR4/4 - s sg ml gs 1f 0.7 � 1.6 __-�_ _— - -- � - � 5 66-76 5YR4/4 - scl ; impl mfr - - 0.0 � 0.2 — -- --- ---- - — _—— ---- — —— --- -- I � '� 2 Boring# ❑Boring �Pit Ground surface elev. _98.1 _ft. Depth to limiting factor 76_ _in. Soil Application Rate in. Munsell Qu.Sz Cont.Color Gr.Sz.Sh. Bounda Roots i GPD/ft2 Horizon Depth i Dominant Color Redox Description i Texture tructure Consistenc I ry' r __-- - ! i `Eff#1 'EH#2 � i i 1 0-9 � 10YR2/2 - sil � 2fgr � mvfr ; cs � 3f-c � 0.6 0.8 . _ ____ _— _ _ _— _-- - ---- -— — — -- — -�- — __ _ � � —. 2 9-17 7.5YR4/3 - , sil 2msbk I mvfr es � im � 0.6 0.8 ----,-- - -- -- -_- _ _ _ � _ _ t --- ____ _- --_ _ -- �p 3 17-27 7.5YR5/3 5YR5/8 c2d I sil I�—lmsbk mvfr gs if 0.4 0.6 -� — -- — —I —_ I — .. _ 7.5YR4/4 - � s ', sg ml gs if OJ � 1.6 4 _�27-66 1--—_ _—_ —_ __ —_—_ _— ;------ -- �-- - --- - 5 I 66 76 I 5YR4/4 � _ - scl � lmpl ' mfr - - 0.0 0.2 -�__- �_ _ _- ___ l--_ __ - __�-_ - - -- - � ; � �, , � _ _--� _- - -- -- � -- _ - - ___- _ -- _ _ _ _� __ __ i � , - - _ I i � , *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<,150 mg/L *Effluent#2=BODS<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Ku�t Brown ►y�.�.... 224281 — —- -- -- _ _ —__ _ _—— -- Address Brown's Construction Date Evaluation Conducted Telephone Number W10487 Old Murry Rd Exeland,WI 54835 7/14/2022 715 943 2988 SBD�330(R.04/15) NO RE�i1NDS AFTER ISSU�OF P�FiMI'r ���� Property Owner Renley, Dennis _ . Parcel ID# 032539274305 __ _ __ _ Page 2 of_ 2 ❑Boring 3 Boring# p�t Ground surface elev. __98�0 ft. Depth to Iimiting factor 70 in. � - - -- Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 -- —--- ' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#� •Eff#2 1 � 0-9 10YR2/2 i — _ _ sil 2fgr i mvfr , cs 3f-c 0.6 0.8 ._-- --- _- - I � -- - _ f -- __ __—_ ____ 1 _- - - — -- 2 ' 9-16 7.5YR4/3 - sil 2msbk � mvfr es lm � 0.6 , 0.8 _. _ __— - -- - - --- ---- - _-_ ___ _._ _ _-_ , - -- -� -___ __._ �� 3 16-27 7.5YR5/3 5YR5/8 c2d sil lmsbk mvfr ' gs lf 0.4 0.6 4 I 27-62 7.5YR4/4 - s sg ml gs if 0.7 1.6 -- ' --- -- _ t- --- _-- _— - -- _— -- - ----- - 5 ; 62-70 5YR4/4 - I scl lmpl mfr - - 0.0 � 0.2 ---�-- - --. _ -- - -- _ I - �- - _� -_._ _ �Boring 4 Boring# pit Ground surface elev. _._._99_35_ft. Depth to limiting factor g4 in. ❑ -- --- Soil App�ication Rate Horizon Depth Dominant Color ! Redox Description Texture ' Structure Consistence Boundary Roots GPD/ftZ __—_.___ _ in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 1 � 0-9 10YR2/2 � - sil 2fgr i mvfr es � 3f-c 0.6 i 0.8 -- - - --�------ - — -----_. __, — __ — — ---__ _-_�_ 2 , 9-18 7.5YR4/3 - sil 2msbk mvfr es lm I 0.6 0.8 _ _ _ _ — __ --- 1- �- - -- -._ - -- �� 3 � 18-36 7.5YR5/3 5YR5/8 c2d sil lmsbk � mvfr gs if 0.4 � 0.6 - -�-- - --- -- ---- , }---- — ---- 4 � 36-66 j 7.5YR4/4 � - ' s sg j ml gs if j OJ 1.6 ___ 7-- + -- -�-- -- - - - -- -- -- -- _ __--- -- 5 i 66-84 5YR4/4 - scl lmpl mfr - - 0.0 0.2 ----- -� —- --- - ---- - - — � � � � � ❑Boring Boring# pit Ground surface elev. ft. Depth to limiting factor in. ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary� Roots GPD/ft= in. Munsell i Qu.Sz.Cont.Color Gr.Sz.Sh. � I � 'Eff#� •Eff#2 i � ; i, i � i _ �._ _ - -- - � � - I � --� - � � I � 'Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BO - 3Q_�A�..�����Q'�rr� 5 5 '�"'� 1S �a"1 �'�'i nl :S ,� --_--� �I 4 Date S____�� -. _ �` AUG 0 3 2�22 " �� Chk# ����- �- - - �`��;1r"Y•�� ('�'-�..f�\j-k��(" Brown'sConswction SBD-8330 (R.04/15) RCpt#��,J �J�f 1� �' °,`��° ZONiNG/iufvilivl�i tidai�liJN .��fiF SITE PLAN DENNIS RENLEY CST 4287 5823W LAKE WINTER RD SW,SE,S27,T39N,R5W � TOWN OF WINTER DESIGN WASTEWATER FLOW=450 GALLONS � LAKE WINTER RD N #5823 SCALE:t"=40' I i OR.WAY 98.�=�� ss.ss. ❑ � 97._Gi' �� s-� ,.�` �'�❑ 985' 1 � } � � PROPOSED � � SYSTEM � BM �� �2 � � 98.1' � i ��. ELEVATIONS \ � BM='100.0',NAIL IN 14"DIA BALSAM TREE &3 � �.0' B-1=98.5' &2=98.1' 63=98.0' PROPOSED g-4=gg.35' HOUSE . SYSTEM El.=94.65' LATERAL EL.=95.T APPROXIMATE SURFACE EL.WHERE BUILDING SEWER EXITS HOUSE=96.55' - BUILDING SEWER EL.=96.55'-1.8'=94.75' FORCE MAIN PITCH=25 IN.PER Fi X 55'=1375 IN. .125 IN.PER FT.X 55'=7 IN. TANK OUTLET MUST BE LOW ENOUGH TOALLOW FORCE MAIN DRAINBACK. PUMP EL. =94.75'-3.0'=97.75' LAKE WINTER 86.0' � Soil Profile Sheet ���':_-�e,nn iJ �P.Vt�P_v Soil Tester: �ur� .�t/'o�lil. System Elevation:��_5, Load Rate: (,d System Range: to �9'`-� � ` B-3 � 100� 98.1' qgo� - I�� — _90.��• qq' — _.-qg.'' 9E' — -48.�' _4s o' �-R4.g5' -4n.33° /� 97' ��. /�/ �%� -�6•68� q�,�6' QT6` -4G.a5' �nP� /`p/ _paF;, -?S$5� / i/' � - - - =,� - -95.i5'x -- m5 ��, c3�3 � ra3 ' rl" I iz�- i - a`�;���- - - - -I - _- -�- - - -�_k_ ^3� -L- S Sf�' `�y' -�t�.�h� -q�i i*�. --�y.�' � -93.'11' � ( ts��' � ��"• �' � ���: - , � � -9a.3s� 4a• -�a.��r i —4�:��., x�.. '76" ^pl.hq� .,�„ Q _ f�'r qo� I Ul� 801 ��, — 86' .� ` `� � �f ..' 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P �i�' �� � ,�'„`,r ':{� f , �'-.. +l, : ��'. `.�� h°r " �. ;�, Y � :� �1 ''i R?, Y 8l4/22 S�OS AM Reai Property Listing Page R2dl EStdt2 Sawyer County Property Listing PropertyStatus: Current 7oday's Date: 8/4/2022 Created On: 2/6/2007 7:55:59 AM �Description Updated: 4/7/2022 '�'� Ownership Updated: 6/23/2022 Tax ID: 35424 DENNIS D RENLEY FORT GOLLINS CO PIN: 57-032-2-39-OS-27-4 03-000-000050 Legacy PIN: 032539274305 Billing Address: Mailing Address: Map ID: .15.5 DENNIS D RENLEY DENNIS D RENLEY Municipality: (032)TOWN OF WINTER 1601 N COLLEGE AVE LOT 233 1601 N COLLEGE AVE LOT 233 STR: 527 T39N ROSW PORT GOLLINS CO 80524 FORT COLLINS CO 80524 Description: PRT SWSE LOT 2 CSM 14/376 #3617 m � Recorded Acres: OJ60 r Site Address * indicates Private Road _.____.__._. . __.. Calculated Acres: 0.765 5823W LAKE WINTER RD WINTER 54896 Lottery Claims: 0 First Dollar. No l.J property Assessment Updated: 10/10/2016 Waterbody: Winter Lake 2022 Assessment Detail Zoning: (RRl) Residential/Recreational One Code Acres Land Imp, ESN: Gl-RESIDENTIAL 0.760 J5,800 D �� Tax Districts Updated: 2/6/200� 2-Year Comparison 2021 2022 Change 1 State of Wisconsin Land: 75,800 75,800 0.0% 57 SawyerCounty Improved: 0 0 0.0% 032 Town of Winter Total: 75,80� 75,800 0.0% 576615 Winter School District 001700 Technical College ��Property History �� Recorded Documents Updated: 6/23/2022 N�q � � TRUSTEES DEED Date Recorded: 6/17/2022 439759 WARRANTY DEED Date Remrded: 2/22/2022 437730 WARRANTY DEED Date Recorded: 3/16/1993 234005 CERTIFIED SURVEY MAP Date Recorded: 1/21/1993 233229 https:/l�assawyercountygov.orgl/systemlframes.asp?uname=Eric+Wellauer 1l1