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HomeMy WebLinkAbout002-940-35-5216-CST-2023-132 . . . �� a <<�. '^ ������., - t: +3�%°��-"''�., Wisconsin DepaRment of Safety and Professional Services Page of �= � Division of Industry Services ,. `'� ��J SOIL EVALUATION REPORT = l 1\•n��-si�� In accordance with SPS 385,Wis.Adm.Code County SAWYE R Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include, but not limited to:vertical and horizontal reference point(BM),direction and percent slope, Parcel I.D. scale or dimensions,north arrow,and location and distance to nearest road. QQ Z —��0 --3�-- SZ l (p Please print all information. Reviewe Da e Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). � �-�� Property Owner • � � A� � � • �t�� Property Location' ' a- � r�L� Govt. LotZ /, /, S T N R E(or) W V+ Property Owner's Mailing Address � ��4Le Site Address or CSM and Lot#: t S 6 E Z,'1 S� �-o�-1 C5 r� z 3 l3 4 3 � 6`��Z City State Zip Code Phone Number ❑City ❑ Village �Town Nearest Road W (�a�eHs��� w� os� c > P�ct.ss l,a.k e `-� � r.� I��.►.k- L� � � NewConstruction Use:�Residential/Numberofbedrooms��� Codederiveddesignflowrate��'�'GPD ��} � (�Replacement ❑ Public or commerfcial- scribe: Flood Plan elevation if applicable �q6 ft. Parentmaterial Q�C'c.��4� � �� �6_i7��1� �_ . General comments and recommendations. ,�-1 SO� �5 -p����c��� K�r --�0 S�GGT (/t'� Q (�v(� �lL(' l t ` ❑Boring �� � Boring# ��t� �pit Ground surface elev.�.?�{t. Depth to limiting factor � in./elevq$��ft. --� �U�.� 'r�o?� (/�V� ��-t �or�z.�C �F((� �-O �1�. �"�y�'I 0�1 SoilApplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz In. Munseli Qu.Az.Cont. Color Gr.Sz.Sh. 'Eff#1 'Eff#2 � 0-� -t.S r 3 z —' S O - LJ �� �'� l. Z —(4 << � 3 �' S �� << <c (�� •`� I� lQ-- '� � 4 -- 5 << <, k l� .� l.,6 �{ 3�-`� `� `� y � e�. 5 ti �r � -- "�e .'7 "� �.� s @ o" ��A �Z— N o c`ren f�e o x �� �< i 2000 200 � s �.���Boring r �,( u � Boring# QDr.� P �pit Ground surface elev. �� ft. Depth to limiting factor z ` in./elev. ft. CS't b S-Zo`I Z"�� "'b5 Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ in. Munsell Qu.Az.Cont. Color Gr. Sz.Sh. 'Eff#1 'Eff#2 l O -9 7.� �. 3 Z --- 5 O -s n�t � �� �� ( . Z q-. z-� << s � -- S << « << �v � �.� 3 z�F..3Q �� sly S u �c -- n�P •Z e�t�l.�, s � �.s �GS-�r � �s�c ��.� o� �- Z�y ct�u ^��c.4, �i 3` l-�Z 3 g CaY. L�� r.. � � �- F'L a�� o rn- s;�-�e �.•�/ t1.5 . „l S-_zo O S csT Name MERTON MAKI si9natur �� ��` 224901 CST Number Address 10869N SMITH COURT Date Evaluation Conducted HAYWARD, WI 54843 Io -Zo Z ( ^ �,31 Telephone Number (715) 634-8719 'Effiuent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L 'Effluent#2=BOD,5 30 mg/L and TSS<_30 mg/L SBD-8330(R04l21) �v � � Page of._�_ � Boring# ���L�+ �Poring Ground surface elev. R�.'ff.� Depth to limiting factor Z"9�,n./elevqb •`f�. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 ( Q —� T•S � Z. � -- (.,fj' (%—S �K. � Cv I J �' ', �•� z- g_z9 K 3 — << << << �� � •-t �•6 3 Z5-3� �, y �-�- rle 5 `� �c �, �u n► ,--t as�,� �{' 3�—�-kZ.. �i `�Y 5 � 3 a S �c rc �— N�' nt P� 6 �jF- F• �� � Zoov Z ❑ Boring# ❑Boring ❑Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2 In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 r�o�� : �Q fL. � .� d.� n 4� ��'�s t 3 z S�� ao s B s-r o s _zo C1 o b c91r e�a.'�Lo+�S L d.; r-c+n..-E— �Ga.c� �{— P(, �-- e�� �e w �.L f 5 .� �,�, Q.a�.. � C��, s c z� 9-�-- �6�. I�l,e c� . ❑ Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in./elev. ft. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/FtZ In. Munsell Qu.Az.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 DSi'S Gc� �e �t';� .2���� � Cv ' Gs� 0.1 s� 7 cl_z3 �Zo 1?SPS c. �oJe�. � s� w es -�,��c, ,' ►�, r � e- a v r; S La. r 8'- '� Ca 4.�e� 2 � r-- � ,. s� ," = s (> << `� '� �1 .l � r �e r ' . tv1� O v� `t S Z �L�W `�O v- M �' O-� S� � n �. �ZD V 'Effluent#1 =BOD>30<_220 mg/L and TSS>30<_150 mg/L luent = ,_ mg � TSS<_30 mg/L AUG 17 2023 SAWYER COU'�T �j ����� �ate 6 �8 �3 ZONING ADMIti)STRA i � � NQ R�FU���A�TER ;hk# �`i'13 .�UN Z 6 2�23 ISSUE 0, pER�l�1T �--�----_-� �cpt# '���5 � SAV�JYER CaJ�TY ZONIN�ADMft�f�STRATiON - ' T I ,� I L I � �' ( � � 7 - r °' V T' v r I —d j g � � � O' ^� � � � / p � x� � � � .A 0 � � � T ; � + � v .� �, �9'� -Y � N y � o • — a J � N � � o � c� J :.�n r �'� � � _� �, � o d � a� -� � � �� � � , °C � ` U' � � , cA � $ �� � � � � nJ v N. � a o- o' c' `fl � � � ,� m j � � � � � (' G � � � � � J � � M �° W � N M � M � � � � � � � � � � p� yp. 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L. 1 , , , .;_;�,,_,. -cc n�ca c�s .R '_, , ::.: �-t '� `—�+�ast+&.._ S70NEGATE CONDOAAINIUM ...��L i UNITS 1 iHROUGH 9 OOI-J1D-00 �aT[• �f:T[n ttC� D�S � 0000 �Ot C[S:JIIC ►w+^[t � �Cv�. W ro[vt0u: t�Y �C:-9�C-J �► WR DCCS 11 INiCN r �CRiK.[. It v�S SGnLCD y ��^ re7M racvt0us tex w�r 0�2-4t0-35 fDR MMPING rURf`OSES ?f07 � trir. i � i �:A� ' _ 21r> �``� 1� Q �_,s � � . OU�'St:,�.tS.0 � �:i-:l� - ar, �.nr_� Q _HOUSE LAKE � — — — —_ _ ,�..� 0 -- - ---- 3 ' a'Llu z � 1 � . CZF O 1 , S2 v6 , � ; p � � � .St�C. Q ^i '��.i Jz.4 , . ' '�. i � - �,<, �� og - �n►cQ � . /� /'� . .r m V. �. L fl q� � � P � ,O« ^ j N $" CC1-Sa�-JS 5207 a�� � C�2-9t0 � $ ry ti /2; -.75 SiO� CC2-9<0-�5 2 O O , ' f%'"- t cn br' p � ! i��r :�� i 52CJ C::-5t0-Ja c� �" ar; ' � Q % /J C!'2-La7-}S 52�5 2 �5�iA._ � � � C �^ •.��C !� i+ a� ���a < ~ - �i C. •� O j � �h r ".�,�� __- - ' - A��' / ' _. , � -� �r,'�' 0 I a � c� O 7�•�. �07-9a0-Ja i.,,� t R �70� LdMC 3 CC2-9t0-JS +�4�u �� ru.r»�...�a.asun.a� 3 ,. £ GCc'-12�-CO C�ia7 O n^�_•�1 SS�C � Cv2-12�-CO Oa48 O 2 i7 � a•t tIAC.. O 1 L��lT�4 O �J���T��QU 07�7 ��I��N � y7(- t��-�% �.7�� 2 . )C�:. G .L. o3 DURPHEE LAKE , �c�-,:�-cc c;,� � , , : ...�, / s ; 1 007-12a-GO 095� 4 J 17A(' / Q � � Q �:._�, / t CO2-1 /� f, QS" '"�:.'� p 1 r'�ira.a a�/ . ��z,,_ � O � "- ''r,�' c.,. e 2 � O i ��- ��� �1�` �/ 2 �*`t� �� � O �'�: C 0� �� [�a / � �/7f t::�- �."i rr�C� C� b /� ' 'l�♦ '�C 'Jp � !1n 7 D' ������� ' ��: �'< ��J � '.�, � �� p�� ��-�. ���. G.L '4 � �� �'�•: cc2-s.o-3� ss,z � '?t c�o s f`°ca., O . �, � �a� �• O t,, ^., :, '=>>_ P,ln-. ., v ... Interpretive Determination Completed by:Timothy Clark,PE-CST 147675� Adam&Erica Dial � 7487N ParkLane Hayward,WI 54843 535 T40N R09W Town of Bass Lake-Sawyer Co. ParcellD-002940355216 - 1.0—Site Batkground This interpretative Determination is for a residential holding tank upgrade to a mound system. The site in total consists of 1.09 acres to service a 3-bedroom home located in Sawyer Co.,Wisconsin. The location of the proposed mound is in an open area with consistent flat slope with loamy sand& sand fill placed 20+years ago over an old cranberry marsh. A combination of historical soil evaluation in 2005&new soil evaluation in 2023 were used in this determination. The soil conditions do not appear to cause vertical water movement to be impeded. 2.0—Soil Evaluation Report SP 385.4—Attached 3.0—local Hydrology&Geomorphology of the area—Attached 4.0—Soil Disturbance&Modification The site is clear and appears to show signs of previous fill and minor surface compaction. The top layer of soil consisting of minor indusions and compaction will be stripped and replaced with G33 mound sand in addition to recognizing the 24"limiting factor in the soil evaluation. 5.0—Conclusion&Recommendation A Limiting factor of Z4 inches was observed with soil saturation beginning at 30".Prolonged saturation of greater than 7 consecutive days wouid rarely be expected to occur above that depth. The sand fill material was determined adequate as part of the design by the soil evaluation results gathered and site visits by Sawyer Co&WI DSPS. There should be no issue regarding failure at the site with this type of installation. In examination of the landscape,there appears to be good toe slope and adequate drainage away trom the mound site. Timothy J Clark.PE—CST 1476757 8.4.2023 . U5 . 2.� `/ , w�rwnoeparoeentorcamme�e SOIL EVALUATION REPORT page�or 3 Divislon oiSateH arM 8uid"ugs tn aaoNa�wiM Comm 85.YNa Adm. Code �h amai compiet�s�m Wm on peper nw lass n�n a�n:��maba m aFze.r�.n musc inCude�but rwt 6miled lo:verticel aiW hoiuoMal referance PoiM(BM)�dhecUaf and Paroel LD. v�,ea�.�re�.am�,m�B.�oro,e�.e�aro���aa+�m�w�c�.a. ooa-4yo�3S- Sal nlease pr+,n ar�rnfonnaaon. Ra��r oam PoiwnN kCo�metlon pau Vmvlaa may Es wW forexmMa'YV��(�Y Lw�s.16.0/(1)(mI). CJ e' �—Q$ f�fOp811�1/�� / � �a��� 1'�" J i vG r S �i r c � f C C•�`�-� �u 7U S3S T �7�0 N R 9 f(e� Proparty Ownefs MaiHng Addiass Lot f! Bbdc A S�d Name or CSAKi HO 1 CSM G � VOI.� Ciy SmOe Zap Cade Phone Number ❑CiH ❑Y�6a9e Town Nearesl Road 1'1ah n►ed: /'iN SSrI c ) - ss La t �►� �af Qd New Gormb�n Use:�(Residential!Number of hedrooms 3 Code Cerived�design flow ram �/S� GPD ❑Replaoamerd ❑ Pubfic or canmerdal-Descrme: PareM matBriei G/ae:o / T i I/ Flood Plain elevalion it aippliceble N/A R General canmerAs a�reammendatians: M,�na srs}�„�. oe- �-1e Id:�� T�nK �rs�� p9 a y ��a��;a�►� sci� D.s�9�� ❑� p � <aq�� �� ❑ Pit Giound surTeea elev. 9�e.S� R Depth fn luniti�facror 3 8�` tn` Soa Beatlon Rafe FbAzon Depth Da�dr�ntCobr Redat�esaiPtion Texlure Struchna Ca�stence Boundary Roots GPWfP in. Munsall Qu.Sz. Cont Cobr Gr.Sz Sh. 'E(NF1 'EfIS2 ) O'7 �OYR'a�i �� A4 �+t 1 C �� O•7 1, (c � �•3 . 7.Ss4s/y '— 5 nc. ^,1 5 � 0.�7 r. G g• 3 zsnRS/�/ � 5 nct nr — — — — h� ied " '1 '� See � �er addi�i. nal slai I �g ❑ >y�t � a � Pn� cmurta�,rtawe�. 9fe.,7 R oepu,so rm;m�raa� 3�in.* ( � Rare Fbrizon Depth Dominant Redmc Desaiption Texlure StruaWre Consistence Bour�dery Raots GPWft in. Munsell Ou.Sz CaM.Color Gr.Sz Sh. 'Efl#7 'ERM2 � O'Q SOYR3I, �' I 11t. M� GS �� O•7 I. (� � 1-33 �•s'Rs/ 5 na �nl s �� 0.7 �, b j 33-3$ 7.5'+R s/Y �' S ny m1 — — — — So,�ues► u x er ad i :e � t��f Jf5 •Etfluent 4I=BOD >30�220 mglL and TSS>30<150 mgfL 'Efltuent ll2=BOD <_30 mg/L arW TSS<_30 mglL csr Name(Re�e P�ntl s�"� a1G$ nt I 5f•C" _ q�reqy OaOa Evaluafion ConduUed Telephone Number 4ao5N S�Fa�e Road o'i7 /��a wa�d Ws Si/8y3 o�/�e/os ��s- ^^^^,.^TM^^. aroPertyowner Alt St�e��lson+-�~t{�`'j� Pa�ioa ooa- 9yo-3S-5,�ce ` � �o� 3 ae°"ns u Q �"� c��na s�,�race e�. 9 6.58 n �m i�e raao� 3g 'r` �,.�a9�� � . � Haaon Depth OominantColor RedoxDesatption TexWre StrucWre Consistenaa Bountlary Rools GPWff in. Munsell Qu.Sz Cont Cdor Gr.Sz Sh. 'ERC7 'ER�2 { o-L 10YA3/� �S � — — p• 7 1. le � �-3 �.sm S/ s — — -- — o. � ,. c. 3 36- 7. R S y "� 5 — — — — — — 5e���o«+c �7 38" N O 43" ee beb �or' wc� i�en 1 de �1 ❑ go�# ❑ Bori^9 ❑ Pk Groundsurfaceelev. R Depth ro IuniGng tacmr in. ^�al tion Rete Horizan Depth DominantCobr RedoxDesaiption Texture SWdure Consistence Bou�ary Roots GPDffF in. Munsdl Qu.Sc CoM.Color Gr.Sz.Sh. 'EfF�1 'E�2 1.1p 5: wa c e a�o W�'f C f'C uT �1C b i O'M t CW �FCf tG ri 'F �O OT I` v�r i O � Q �; a }'leun c d r+ � ���� ❑ �� � P�� Groundsurfawelev. R Depth to lunitlng faUor in. SoB Ftata Haizon Deptl� Dominant Coto Redox Oesaiption Texlura SuucWre Consistence Boundary Roots GP in. tdunseA �u Sz Cont Cobr Gr.Sz Sh. 'Eft&1 'EflY2 ' •�a:,, • � ;+� ; ., d�� � �'r � d Q rea �.,,�:+: o� �d S:d� d Lq .r �wr r 'n �+1. s c` ee� 1� d a : r, •EfliueM Y7 =BOD�>30<220 mglL and TSS>30<_150 mglt. 'ElAuent#2=BOD,_<30 rtglL and TSS_<30 rt�ll The Department of Commerce is an equal opportunity service provider and employer. Ifyou need essistence to access services or nced material in an altemate fortnat, Pleau contad the depaiYment at 608-266-3151 or TTY 60&264-8777. PRIVATE ONSITE WASTE TREATMENT county `�sconsin SYSTEMS Sawyer Department ot commerce ( POWTS) saratya�ee�om�saontao� INSPECTION REPORT sanitaryaennitNo: (ATTACH TO PERMIT) . GENERAL INFORMATION � � _ �b—] � Personal infwmetion ride be uud for second Priva Law,s. 15.04 I m PertnR Holdefs Name: Ctty Vlllaga Town of: Stele Plen Transeclbn IOAt: a �Eci ca .��a\ Bass Ca►Ice. Insp BM Elev: BM DeseripUan: Pareel Tax No: loD•o� �b o '� ��c. S�a�l¢. S<Me as csT o0�-9'{o-3S-5�16 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic Benchmark 3.9Y 1o3.9Y � �oo�o' Dosing Aeration BIdg.Sewer . S3 ' 98.Yf Holding ,,,, _� a �� St I Ht Inlet (�.$3 � `17•�1` TANKSETBACK INFORMATION stlHtouuet 7,06 ' 96.88' TANK TO P!L WELL BLDG ��°� ROAD Dt Inlet Septic NA DtBottom lo.S' q3.Yy' Qosing � InstallaBon Contour Aeratlon NA Header!Man. Holding tSD N ' � � L�S ` Dist Pipe • �lo Z,: PUMP I SIPHON INFORMATION S��a� �`y ` T,�• , '�v �' ManufacWrer Demand FlnalGrade �, � � ,� -{—o bo�{o Model Number �ph,� o � c�.�,k. TDH Uft FdcUon Loss Sys Head TDH Ft Forcemain L Dia DisL To Well DISPERSAL CELL INFOR{NATION DIMENSIONS �N L #of Cells Type oisystem Drstr�ibutlon Mema ManufacWrer. SETBACK OHWMMNav ° Conv a Aggregate INFORMATION P!L Bldg Well w�e� a� GP o Chamber Model Number. o EZFIow CELLTO ❑ Mound ° ��� DISTRIBUTION SYSTEM X Pressure Systems Only Header/Manifold Distribullon Pipe(s) X Hote Size X Hole Observatlon Pipes Length_ Dia_ Length_ Dia_ Spac_ Spadng ❑Yes ❑No SOIL COVER Depth Over Depfh Over Deptl�of Seeded!Sodded Mulched Cell Center Cell Ed es To so8 ❑Yes ❑No ❑Yes O No COMMENTS: (Indude oode discrepandes,persons presen4 etc.) ��,s1z�lteo� �514�I (a '� � ;�'. Plan revisbn requlred7❑Yes O No l �� �3 � ��_ �G�I$b t 6 Use other side tor additional in(ortnation Dete POWTS Inspector's Signature Certificatian Number Bureau of Fletd Operatlons,PO Box 7302,Mad(son,WI 53701-7302 SBD�6710(R.3l01) ,r..�•�,�� �.���t�l �� . _ . . . �{ ' � � . . v i ,_a6� � � � ��r - ��__ _---- - ,--- � ___ _ �� � \ � 1y � �, ��`' � � , fi �,�� 1 �`°�" i -,° � � (°e'Z �ne. �Q ' p«v. -, i � I � �` ' a��Q`�`� v�k T --- ;a-�-a 4' � �a }isal� 4�p16r• � ,,�w / � � � / �;�� ���a,� �„�. � �� 7�K$�1� �/ � �alk � �cu� �.��uw .�avvyci �.vwny r�vNci�y u.�uiiy . ...�..� ...a...�. ........... 'oday's Date: 4/17/2023 Created On: 2/6/2007 7:55:08 AM � ^% Description Updated: 5/24/Z011 �"� Ownership Updated: 11/30/2015 TaxID: 4071 ADAM &ERICA DIAL RAVENSDALE WA PIN: 57-002-2-40-09-35-5 OS-002-000160 Legacy PIN: 002940355216 Billing Address: Mailing Address: Map ID: :2.16 ADAM& ERICA DIAL ADAM&ERICA DIAL 4unicipality: (002)TOWN OF BASS LAKE 31563 SE 275TH PLACE 31563 SE 275TH PLACE TR: 535 T40N R09W RAVENSDALE WA 98051 RAVENSDALE WA 98051 )escription: PRT GOVT LOT 2 LOT 1 CSM 23/343 #64�2 � Site Address * indicates Private Road :ecorded Acres: 1.090 7487N PARK LN HAYWARD 54843 .ottery Claims: 0 �irst Dollar: Yes Vaterbody: Durphee Lake `� Property Assessment Updated: 6/12/2013 :oning: (A-1)Agricultural One 2023 Assessment Detail :SN: 407 Code Acres Land Imp. G1-RESIDENTIAL 1.090 170,000 122,200 � Tax Distrids Updated: 2/6/2007 2-Year Comparison 2022 2023 Change . State of Wisconsin �nd: 170,000 170,000 0.0% 7 Sawyer Counry Improved: 1Z2,Z00 122,200 0.0% 102 Town of Bass Lake Total: 292,200 292,200 0.0% 72478 Hayward Communily School District 101700 Technical College � Recorded Documents Updated: 3/10/2011 �Property History 3 WARRANTY DEED N�A )ate Recorded: 2/28/2011 371548 3 EASEMENT )ate Recorded: 2/28/2011 371550 3 AMMENDMENTTOEASEMENT >ate Recorded: 2/28/2011 271549 3 CERTIFIED SURVEY MAP >ate Recorded: 8/21/2002 302613 � 3 � G � '::�. i� � R � � w ���I� n � :'�� ;, ,� r_ u � — � :i: r� �' -.� �i `� , �=; �;" ` � ,� ;``"�i T � 1� �.��-^ . x j: f k� � � � � +��-�,:,� � x . ..� 'a�"q ' �", ` ' - " ',i� � � �� $'� . j p' �j � . . . � � r.� � � 5 x M' . i _ ' r��` �_��.� + � vc : . �. - - . . , � ` . � r �l 'S �� �� ' t3 ���M� .:��� Y�N i g MA �y, 1 �( P�'" M4y� ,#,' � i'��"J^'9� p^° "k'� '^�,_�' � �* �' t � � r *���� . . �.p zs. � �� . ,r� r � ' �q�� .' 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