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Home My WebLink About008-937-09-5213-SAN-2023-226 \ � � SAWYER COUNTY ZONING & CONSERVATION ADMINISTRATION � 10610 Main Street, Suite 49 Hayward, Wisconsin 54843 � c�.) (715) 634-8288 � sanitarian�w sa��ercountv_ov.or� � � COUNTY SANITARY PERMIT APPLICATION � In accard with Chapter DSPS 383,Wis. Adm. Code and Sawyer County Private Sewage System Ordinance APPLICATION INFORMATION-TYPE OR PRINT �;y Owner's Namc `'� � � I �/) / Property Lcgal Dcscription � �� S 6. u, r .... V � q .y/, /'"1i 9 GL �F '/< A/W '/<, Sec. S� ,Twp.�N,Range W v N�� Property Owner's Mailing ddress L.ot Number Block Number 5"D U�,� �.;� -7 Ci ,S ate Zip Code Phone Number Subdivision Name or CSIyt Number U�� V Il{) ��jZ� �lL'�� S � W !� I Jr �J I TYPE OF BUILDING: (Check one) ❑ State Owned ❑cicy Neazest Road s �. ,• t•r� L ❑Public �'l or 2 Family Dwelling-No.of bedrooms� �T l�of ��`��y �� Firc Numbcr l • -^� / PUBLIC BUILDING/LAND USE: [Explain the use/purpose for this Parcel Tax Number: (12 digit legacy number) pennit,(i.e.,campground,festival,recreation/entertainment event etc.)] /'1� � � _� .� .� _ �+z/�, _(^� I� v — - - �=Jy � TYPE OF PERMIT: Q Additional Information: �OWTS Reconnection(SAN# (p -��c,•�nv� ❑POWTS Connection (SAN#_-� *Attach a Plot Plan with all required information per SPS 383.21 ❑ POWTS Revision(SAN#_-� ❑ POWTS Repair(SAN#_-_) *Soil Test Information(CST#� ❑Other: . ��-p�($ *Gallons per day� ��(•,, k�s� .�ot(n RESPONSIBILITY STATEMENT: I,the undersigned,assyxi�responsibility for the installation of the POWTS activity for which this pernut is issued. - _�=�'� � � Plumber's Name:(Print) Plu er's Signature � MP/MPRSW No: Business Phone Number: ! . =w� �S��``-�=- i��r -- ._ � �-?-��'�f c� �i 5)�;-��`� Plumber's Address(Street,City State,Zip Code): � � � f�� ^� �.�Yi �� `--�Z��-�'�F��. 1�� -1 G�:�r`� OFFICE USE ONLY: ❑Disapproved Review Date: ermit Fee: ate Issued: Issuing A�ent Signature �Approved ❑Owner Given Reason for A / �n 1�so ,� �)� �2 3 ��'J� ��y_� Denial ► d j �" CO MENTS: **Expires 2 years from date of issue** Expiration date: `j � t 3 ��.S CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: V �' ��' A �t 3.��3 p � (1f'`�i� ��; ��' . .. p ,__..__ __ , . q ,, ___..3_ � ' �__�_,�_� _. r M�� W"'� ��k� ..L�� \ '�� f ' ,J � �L_ �._J - au� 31 ��23 . G57 I�- c�� w, �� aq�� ._---- ` r.,. , : Rev.04/ 5 Z�Ji'v��'cva�•,_rrc�,�..:�r�;�,�!UN �'-��i NC R�FUN��AFTER ISSUE OF PERMIT `-,Fcenr�ie�:T�. County ''�- '' Industry Services Division Sawyer j;+��$� ��,i 1400 E Washington Ave - '� ��, Sanitary Pertni[Number(to be filled in by Co.) p� ` `, Pg ,„� P.o.Box 71sz v� '�% � ' i�� Madison,WI 53707-7162 � :k,;,�;,��„,:�' LI.S'T /�-D�(�' (005�'�'D Sanitary Permit Application State7ransactionNumber ln accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit � is required prior[o ottaining a sanitary permit. Note:Application fortns for s[ateowned POWTS are submitted[o � the Department of Safety and Professional Services. Personal infortnation you provide may be used for secondary p�ojec[Address(if different than mailing address) Q �� u oses in accordance with the Privac Law,s.15.04(I)(m,Slats. Blossom Lane p,,., �-�r,.,lb:v"s'-,s�� .� �Y "7 l. A lication Information-Please Print All Information � �, `}� :- Property Owner's Name Parcel# 008-4.37'O -$-.213 +�� Doug Mohrland 57-008-2-37-09-09-5 OS-002-000130 Property Owner's Mailing Address Property Location 3720 Macalazter Drive Govt.Lot 2 City,State Zip Code Phone Number '/., '/., Section 9 Minneapolis,MN 5542] 612-366-5495 circle one) T37N ; R9Eor� II.Type of Building(check all that apply) Lot# �I or 2 Family Dwelling-Number oBedrooms � � Subdivision Name Na ❑Public/Commercial-Describe Use Block N Na ❑Sta[e Owned-Describe Use ❑City of CSM Number ❑Village of 3164 Vol.13 Pg.133 �Town of Edgewatcr III.Type of Permir. (Check onl une bux on line A. Com lete line B if a licable) A� �New Systan ❑Replacement System ❑TreatmenUFioldin Tank Re lacemen[Onl g p y ❑Other Modification[o Existing System(explain) g, ❑Permit Re.�ewal ❑Permi[Revision ❑Change of ❑Permit Transfer to New List Previous Permit Number and Da[e Issued Before Expiration Plumber Owner N.T e of POWTS S stem/Com onenUDevice: (Check all that a I ) �NomPressurized In-Ground ❑Pressurized In-Ground ❑At-Grade ❑Mound>24 in.of suitable soil ❑Mound<24 in.of sui[able soil ❑Holding Tank �O[her Uispersal Component(explain) Lift Pump ❑Pretreatment Device(explain) V.Dis ersal/Treatment Area lnformation: Design Flow(gpd) Design Soil Application Dispersal Area Required(s� Dispersal.4rea Proposed(s� Sys[em Eleva[ion 450 Rate(gpds� 643 Eisa 680� C1=�0'C2=�8,$0'i .7 �l .b� �O.0 VI.Tank Info Capacity in c Gallons Total H of Manufacmrer „DA, ` u� " Gallons Units c p u `w � � New Tanks Existing Tanks o.`U v� N r`�n u.C7 G. Septic or Holding Tank 1000 1000 1 Wieser Concrete � ❑ � � � Dosing Chamber 600 600 Combination � ❑ � � � VIL Responsibility Statement-1,the undersigned,a�sume responsibility for iostallation of the POWTS shown on the attached plans. Plumber's Name(Print) Plum - Si ur MP/MPRS Number Husiness Phone Number Luke Schmitz 884121 715-465-2434 Plumber's Address(Street,City,State,Zip Code) P.O.Box 160 Shell Lake WI 54871 VIII.Coun /De artment Use Onl �A proved ❑Disapproved Permit Fee Date Issued Issuing Agent ignature ❑Oµner Given Reason Cor Denial a 3�,�O J�-,3�-�� t?C.Conditions of ApprovallReasons tor Disapproval NO REFUNDS AFTER ISSUE OF PERMIT At4ch to compkte plam for the ayshm and submif to the Counry only on paper oot less than S 1/2 x l l inches in size SBD-6398(R03/14) � j � � � I I � i � � 1-6 Index and Title Sheet Property Owner: Doug Mohrland Address: 3720 Macalaster Drive Minneapolis MN 55421 Legal Description: Parcel in Gov.Lot 2 Sec.9 T37N-R9W Township:Edgewater County: Sawyer Property Address:Blossom Lane Subdivision Name: CSM#3164 Vol. 13 Pg. 133 Lot: 7 Comp.#/Parcel m: 57-008-2-37-09-09-5 OS-002-000130 �ONTE'tiTTS Page: 1 Index and Title Sheet Page:2 Plot Plan and Plan View Page:3 Cross Sections of Cells 1+2 Page:4 Pump Chamber Cross Section Page 5:Pump Curve Specifications Page:6 Management and Contingency Plan Attachments: Soil and Site Evaluation Form In-Ground Soil Absorption Component Manual Used=SBD-10705-P(N.O1/O1R. 10/12) Plumber:Luke Schmitz MPRS#884121 Signature�: �� Phone#(715)468-2434 --_ ____ Date:May 17�h,2018 ___ _ _ ____ i I ; � Cross Section of a Two Cell Inground Component ° Using Leaching Chambers � a Observation/Vent Pipes / i Finished Grade=95.50' Finished Grade= 94.20' priginal Crrade-95.00' � a ft.Cell ; ��1�.�e=94.20' Slope%= 15% � ;Separatio ; � � -- - - �� \> ' '� �'� � �- , � i , �. � i �--+�--�-� -�--�--� 95.00' '` � ' ' � ' � Original Crrade= ,>�' ;'%' , �'ZJri''' '1 Grade=93.50' , Top of Chamber= 91.00' � �' �`�,;'� � ,�� ;%;'� Top of Chamber= g9.90' , ,,,� ; y,,-....,.. � . � � � System Elev.= 90.00' �� , a :, � ;%'�System Elev.= 88.90' . a:, , . . , ,.: a '`T�ea#�rien��►d�ispersal�ne.,. �` �oroeea obset,��on r�� • ;, " a . - � w/4"Waterproof Cap atffich to - p ' .'e '" . • ; a� C}18mbe[with repair Coupling8 - Limiting Factor ° '4, �' , ' • • •a. � 8IIIl11fIIIUIIl4°8bOV0 a '' infiltrative surface. 4 min. 70 ft. 0 Typical Cell Dimensions. 2,83 ft. i.o ObservationNent pipes to be constucted,anchored and capped with appmved materiais following the manufacturers guidelines. Typicai installation would use the Quick4 Plus All-in-o�.ae 1?endcaps Sizing Calculations=450 gal.design flow/.7 soil loading rate=643 sq.ftJ20 Eisa rating for the Infiltrator Quick 4 I Standard-W leaching chamber=33 chambers required.Proposed 34 chambers/2 cells=17 chambers per cell for a tota.i m,�.. length per cell of approx.70 ft. Chambers are 34"x 53"x 12". ' F Page 4 of 6 Combination Tank Component Cross Section Approved Manhole Covers With Waming Labels and Locking Device/4"Min.Above Final Grade \ Weather Proof Junction Box Electric per NEC 300&SPS. 4"Sch.40 Vent � 316.012 WAC >or=to 12" Above Final Grade � Discon ect AlYernate Outiet Lccatian W/Approved 4"Sleeve [nlet Approved Force Main Diam.= 2 " Effluent Filter Baffl� �or=to I/8" Weep Hole or Anti 5iphon Device Particle Size A W 1000/600-MR B Pump Off Elev. g2•42� Wieser C Tank Mfr. Concrete D 81.42' Dose Tank Elev. Vertical Difference Between Pump Off and Distribution Pipe= g•�g' Minimum Required Supply Pressure......................................= NA 92 FT.of Force Main x 1.94 Friction Factor/100FT....= 1.78 Total Dynamic Head....................= 9.86' Number of Doses...= 5.66 per Day Gal.Per Day/#of Doses=79.56 Gal. Volume of Backflow....................................................................= 15.00 Gal. Total Dose Volume..................................................................... = 94.56 Gal. Pump Tank Capacity 6�2•g2 Gallons Dimensions lnches Gallons Pump Tank Volune 11.82 Gal/Inch A 29 342.78 Pump Mfr. Zoeller B 2 23.64 C 8 94.56 Pump Model Model 152 D l2 141.84 Minimum Discharge Rate= NA GPM Approx.30 gpm Total= 51 602.82 Alarm Mfr. S.J.E.Rhombus -- Alarm Model Tank Alert Bed Tank per SPS.383.45(5) Anchor Tank as necessary to negate buoyant forces per SPS.383.43(8xg). Note: Pump Controls and Alarm Switch require separate circuits. _ _ TOTAL DYNAMIC HEADIFLOW Page 5 of 6 �� PUMP PERFORMANCE CURVE PER MINUTE � MODEL 1511152H53 EFRUENT AND DEWATERING U u 19 MODEL 151 152 153 �: w Feet MeOris GaL lJl�s Gel. t10as OaL L1Mn 9 3+` �s 5 1.5 50 189 69 261 77 297 _�� 10 3.0 45 770 61 231 70 265 � � 15 4.8 38 1M 53 201 81 231 e � �st 20 B.1 29 1f0 4! 167 52 197 $ 25 7.6 18 61 31.. 129 42 159 Q e p 30 41 23 87 125 35 10.7 72 &5 15 40 122 _ — — ' i t' 12 / _ _ _ _ SM-aIFF1eeC: 30R(9.tm) 38R 11.Bm M1[13.Im 70 ouSDeB 2 5 a Model 151 Models 1521153 10 70 30 �0 5U BO A BO 90 100 QLLLIX15 8 RS2 8 t/3t IfIEAS IU BO 1 360 J1M /5A 31A �98 Flf11NPHtAIIMRE o14W0n CONSULT FACTORY FOR "� �"� SPECIAI.APPL,iCATIONS �, � � � � „� •Timed dosing panels available � •Electrical altematas,for dupkac systems,are arailable and I ++?'� suppbed witli an alarm I I I i •Va�iable level con[rol switches are available tor controlling I I sirgle phase systems � I •Double piggybadc variable lerel floet swibches are avaflaWe fa variaWe levd bng and short cyde controls � � •Sealed Qvnlc-Box avaflaMe for outdoor insleBalions-See ,,,,ne � � n,m � FM1420 � � I •Over 130°F(54'C)spec;ial quotation required � .isis ss2 1 5111 5 2/1 5 3 Series j � I � �.,. �, 151H5]F15�MODELS Callol Selselion Model VollsPh Mode Amps Sin x Dupkx N151 115 1 Non &0 1 2or3 BN751 115 9 Nko 6.0 Induded 2or3 E157 230 1 Nan 32 7 2 a 3 BE151 230 1 NM 32 hduded 2a3 "Eas assembl N752 115 1 Non 8.5 1 2a3 (�� BN752 115 1 AuOo &5 k�d 2a3 ��.) E7 230 !bn 4.3 2a3 Et 2 230 1 Auh� 4.3 2 a 3 N7 1 Non 0. 1 2a3 BN753 115 1 Auto 10.5 Inrh�ded 2or3 E153 230 1 Nan 5.3 1 2a3 BE153 230 1 Au[o 5.3 Induded 2or3 SELECTION GUIDE t.single qggybeck vsriaWe level noat swltcn or eoub�qgyynadc variable Ieve1 OPTIONAL PUMP STAND PIN 10-2421 • Reduces pote�ial dogging by debris noat switcn.rtef�ro FMaan. • Replaces rodcs a bridcs under the Purt� 2.See FM0712 for corted modei of Elechiral Altemator E�Pak �Made�durable,noncorrosive ABS 3.variade level caitrd stiuitch 10-0743 used as a control xtivata,spedfy auqex •Raises pump 2'oft bottom of basin (3)or(4)ibat system. I • Provides the ab�ity to raise intake by addmg sedions of 1% or Z'PVC piping �cAuno►+ • Attaches securely to pump Mlnshllatlonofcontroh,proteclfondevlceaa�wMngshouldbedonebyaqualified •A�RIoAefeSSUfilp,dewateringandeifluentapplications Ilcensed electridan.NI eleeMcal�d safery coAes should be MIIonM itrcWding the NOTE:Make sme float is fiee from obSW�on. mast recm�Hauonal ElecLical Code(NEC)a�ro the OccvpaUorrol Satety atd Healqi AC(OSHA). � RESERVE POWERED DESIGN For unusual conditions a reserve safety factw is engineered into the design of every Zoeller pump. 9 Copyrlght 2010 Zoeller Co.All rights reserved. � Page 6 a+b of 6 _ POWTS OWNER'S MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS OWNER Doug Mohrland Se tic Tank Ca aci 1000/600 Gal. PERMIT# � Se tic Tank Manufacturer Wieser Concrete Effluent Filter Manufacturer Best DESIGN PARAMETERS Effluent Fi]ter Model GF-10 Number of Bedrooms 3 Filter Basin Number of Commercial Units — Pum Tank Manufachtrer Wieser Concrete Estimated Daily Flow 300 al/da Pum Ma�ufacturer Zoeller Desi n Flow(Peak (Est.x].5) 450 al/da Pum Model 152 Soil A lication Rate .7 al/da /ft' Pretreatrnent Unit �n/a InituenUEflluent Quality Monthly Average �Sand/Gravel Filter � Peat Filter <30 m L � Mechanical Aeration ! Wetland Fats,Oils&Gr��ase(FOG) _ g/ Biochemical Oxygen Demand(BODS) <220 mg/L � Disinfection � Others: Total Sus nded Solids(TSS) 5 150 m Pretreated Effluent Quality �n/a Monthly Ave�age Dispersal Cell(s)2 Dispersal Cell of Chambers Biochemical Oxygen Demand (BODS) <30 mg/L X in-ground gravity �In-ground(pressurized) Total Suspended Solids(TSS) <_30 mg/L � At-grade �Mound Fecal Coliform (geometric mean) <10"cfu/I OOmI �Drip-line �Other. Ma�cimum Effluent Particfe Size Y.inch diameter Infiltrator Quick 4 Standard-W EISA=20.00 sq.ft MAINTENANCE SCHEDULE SERVICE EVENT SERVICE FREQUENCY Ins ect condition of tank(s At least once eve �months 3 ear(s) Maximum 3 ears Pum out contents of tank(s When combined slud e and scum e uals one-third(/�)of tank volume Ins ect dis ersal cell s) At least once eve �months 3 eaz(s) (Maximum 3 ears) Clean effluent filter At least once eve �mont6s 1 year s or as needed Ins ect um , um controls and alarm At least once eve �months 1 year(s) �n/a Flush laterals and ressure test At least once eve �months � ear(s) �n/a Other: At least once eve �months �year(s) �n/a Other: Maintenance Instructions Inspections of ta�iks and dispersal cells shall be made by a individual carrying one of the following licenses or certifications: Master Plumber;Mater Plumber Restricted Sewer,POWTS Maintainer,Septage Servicing Operator. Tank inspection must include a visual inspection of the tank(s)to identify any missing or broken hardware,identify any cracks or leaks,measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cetl(s)shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local authority. When the combined accumulation of sludge and scum in any tank equals one-third(�/�)or more of the tank vo(ume,the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch.NR 113, Wisconsin Administrative Code. The servicing of effluent filters,mechaoical or pressurized POWTS components,pretreatment components,and any other maintenance or monitoring at intervals of 12 months or less shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START UP AND OPERATION For new construction,prior to use of the POWTS check trealment tank(s)for the presence of painting products or other chemicals that may impede the t�eatment process and/or damage the dispersal ceJl(s). If high concentrations are detected have the contents of the tank(s)removed by a septage servicing operator prior to use. Page6a+bof6 System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal high water levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s)in one large dose,overloading the cell(s)and may result in the backup or surface discharge of effluent. To avoi�this situation have the co�tents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore nortnal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over,or otherwise disturb or compact,the area within 15 feet of the down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater sReam may improve the performance and prolong the life of the POWTS: antibiotics;baby wipes;cigarette butts;condoms;cotton swabs;degreasers;dental floss;diapers;disinfectants;fat; foundation drain(sump pump)water;fruit and vegetable peelings;gasoline;grease;herbicides;meat scraps;salad dressings; medications;oil;painting products;pesticides;sanitary napkins;tampons;and water softener brine. ABANDONEMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to iosure that the system is properly and safely abandoned in compliance with Ch.SPS 38333,Wisconsin Administrative Code. • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pwnping,ali tanks and pits sl�a[i be excavated and removed or their covers removed and the void space filled with soil,grave(or another inert solid material. Contingency Plan lfthe POWTS fails and cannot be repaired the following measures have been,or must be taken,to provide a code compliant replacement system: o A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance aod compaction and should not be infringed upon by required setbacks from existing and proposed structures,lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with rules in effect at that time. o A suitable replacement area is not available due to setback and/or soil limitations. Barring advaoces in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. o The site has no1 been evaluated to identify a suitable replacement azea. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <Warning> Septic,pump and other treatment tanks may contain lethal gasses and/or insafficient oxygen. Do not enter a septic,pump or other treahnent tank nnder any circumstances. Death may result Rescue of a person from the interior of a tank may be difficult or impossible. Additional comments: Future replacement option would be to re-locate sanitary system or complete an ISD to iostall and engineered system in the same foot print POWTS INSTALLER POWTS MAIIVTAINER Name Schmitz Ezcavatin Inc. Name Phone (715)468-2434 Phone SEPTAGE SERVICING OPERATOR LOCAL REGULATORY AUTHORITY Name Scott Poppe _ Name 5a er County Zonin� Phone 715 634-7274 Plione � (715)634-3258 _... _ _ _ _ _ _ _ __ Wisconsin Departrnent of Safety and Professional Services C�ST l�D¢� k- Div�sion of mdustry services SOIL EVALUATION REPORT s �297 Page 1 of 3 � in accordance with SPS 385,Wis.Adm.Code Keith Stoner CST County Attach complete site plan on paper not less than 8'/=x 11 inches in size. Plan must SBwyer indude,but not limited to:vertical and horizontal reference point(BM),diredion and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 00' - -O -Sa� F 57-008-2-37-09-09-5 05-002-000130 P/ease print all information. Revie ed By Date -+F�,._,- '� Personal information you provide may be used for secontlary purposes(Privaq Law,s.15.04(1)(m)). - OS�q '$ , ��x Property Owner Property Location Doug Mohrland Govt.Lot 2 1/4,1/4,S9,T37N,R9W Property OwneYs Mailing Address Lot# Blodc# Subd.Name or CSM# 3720 Macalaster Drive 7 CSM#3164 Vol.13 Pg.133 City Slate Zip Code Phone Number � City �Village� Town Nearest Road Minneapolis MN 55421 612-366-5495 Edgewater Blossom Lane �New Construdipn U�:� Residentiai/Number o(bedrooms 4 Code derived design flow rate 600 GPD [�Replacement ❑ Public or commercial-Describe: Parent material Sandy Outwash Nh� ��,� „�S,,,viu.v� Flood plain elevation,'rf applicable NA ft. General comments Propose 3-3 x 60'dispersal cells. Center the upslope cell over the 96.00'contour with a SE=91.00',the middie cell over the 95.00' and rewmmendations: �ntour wla SE=90.00'and the downslope ceil over the 93.50-94.00'contour wla 5E=88.90'. Ceils 1+3 staked onsite. ❑Boring# ��Boring �Pit Ground suRace elev. 95.00 ft. Depth to limiting factor >102 in. Soil Application Rate Horizon Depth Dominant Color Redox Description i Texlure Strudure Consistence Boundary Roots G?D/ft' _ ir�. Munsell Qu.Sz.Cont.Cobr Gc Sz.Sh. �Eff#t � �Effa2 1 0-6 10YR3/2 - sil 2msbk mvFr a 3f-co 0.6 0.8 2 6-14 10YR4/3 - sil 2msbk mvFr gs 3f-co 0.6 0.8 3 14-21 10YR4/4 - sil 2fsbk mvfr gs 2f-co 0.6 0.8 4 21-30 10YR4/4 - sid 2msbk mfr gs 2f-m 0.4 0.6 5 30-37 7.5YR4/4 - gr Is Osg ml gs 2f-m 0.7 1.6 6 37-102 7.SYR4/4 - grcos Osg ml - lf-m 0.7 1.6 �Baring# ❑Boring �Pit Ground surtace elev. 96.20 ft. Depth to limiting fador >111 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Strudure Consisten Boundary Roots GPD/R' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Emt� •EfUt2 1 0-8 10YR3/2 - sil 2msbk mvfr es 3f-co 0.6 0.8 2 8-21 10YR4/3 - sil 2msbk mvfr gs 3f-m 0.6 0.8 3 21-32 10YR4/4 - sil 2fsbk mvfr gs 2f-m 0.6 0.8 4 32-48 10YR4/4 - sicl 2msbk mfr gs 2f-m 0.4 0.6 5 48-56 7.SYR4/4 - gr s Osg ml gs lf-m 0.7 1.6 6 56-111 7.SYR4/4 - rns Osg ml - - 0.7 1.6 'Eftluent N7=BODS>30<220 mg/L and TSS>30<150 m�/L ^� 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L � CST Name(Please PrinQ Sgnature: /�' CS i Numcer Keith Stoner �Y �- 224059 Address Keilh Stoner CST Date Evaluation Conduded Telephone Number 23220 Wood Creek Rd Siren,WI 54872 4/30/2018 715-566-0900 SBD-8330(A07/13) . PropertyOxmer pougMohrland ParcellD# 57-008-2-37-09-09-505-002-00�1�c Page 2 of 3 �Boring � Boring# �pit Ground surface elev. 91,00 ft. Depth to limiting factor >104 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Te�cture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr,Sz.Sh. •ERJR7 'ER#2 1 0-7 10YR3/2 - sil 2msbk mvfr es 3f-co 0.6 0.8 2 7-13 SOYR4/3 - sil 2msbk mvfr gs 3f-co 0.6 0.8 3 13-20 30YR4/4 - sil 2fsbk mvfr gs 2f-co 0.6 0.8 4 20-43 30YR4/4 - sici 2msbk mfr gs 2f-m 0.4 0.6 5 43-46 7.SYR4/4 - gr Is Osg ml gs lf-m 0.7 1.6 6 46-104 7.5YR4/4 - gr ms Osg ml - lf 0.7 1.6 ❑Boring 4 Boring# �P� Ground surface elev. 97•25 ft. Depth to limiting factor >111 in. Soil Application Rale Horizon Depih Domina�t Color Redox Description Te�cture Structure Consistence Boundary Roots GPD/ft' in. Munseli Qu.Sz.Cont.Color Gr.Sz.Sh. •ettat -Etryt2 1 0-8 10YR3/2 - sil 2msbk mvfr a 3f-co 0.6 0.8 2 8-19 10YR4/3 - sil 2msbk mvfr gs 3f-rn 0.6 0.8 3 ' 19-26 10YR4/4 ' - sil 2fsbk mvfr gs 2f-m 0.6 i 0.8 4 26-38 SOYR4/4 - sicl 2msbk mfr gs 2f-m 0.4 0.6 5 38-50 7.5YR4/4 - gr s Osg ml gs lf-m 0.7 1.6 6 50-111 7.5YR4/4 - ms Osg ml - lf 0.7 1.6 �]Boring Boring# �P� Ground surtace elev. ft. Depth to limiting fedor ��. Soil Application Rate Horizon Depth Dominant Color Redox Description Texlure Structure Consistence Boundary Roots GPDttt� in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. �Etryt� •EH#2 rl"'��2 ��'�--r�� / ��, ��y�5`I 'Eifluent#1=BODS>30<�0 mg/L and TSS>30^150 mg/l. `Effluent�2=BOD6<30 mg/L and TSS<30 mg/L� �i 'l��%';�u'��j 1� \�� ''1 �,� r�aY z s 2a�a 0 SqWYER COUNTY ZONINO ADMINISTRATION , !'age 3 of 3 Soil Test Site Plan For:Doug Mohrland Lot 7 of Csm#3164 Vol. 13 Pg. 133 Part of Gov. Lot 2 / a +� � Sec. 9 T37N-R9W / o�� Town of Edgewater-Sawyer County /Aa� t�S,ooa5� #I � � BM=Nail iw/[tibboo in 26"DBH Aard Maple Tree / �E- HRP=Same / - BM ASSUMED ELEV.= 100 L�}1M1e � � ' =BaClcltoe Pit B`p$S�m/ 0„E � / 96.30'1 B #1 95.00' �63��3p �B H4 9a.a� /4. � f5% 96.� � / Wooded , Site � 93.50' /4% 97.00' � � � 96.00' 94J 95.00' � � 93.50 j �'�` 93.00 ,� b P/L Proposed ''� p Garage �q�ob P/L W ti Io�` �� •WELL �, ry� Propased Three � Bedroom Cabin Elev. =86.00'? R�oposed Combina�ion Tank Wooded Slope � Elevation Data B#1 =95.00' B#2=96.20' B#3 =91.00' B#4=9725' Proposed Basement Elev.=87.00' Bldg. Sewer=86.00' N85°53'0]"E � _ — -- --]09.31,— OHWM=-71.50' Chetac Lake 4-30-18 �I�-�i7 � u Keith E.Stoner CST#2 059 .. _... . . _.. ._.. _. ___._... � � - Soil Profile Sheet . Owner: i� p�1�' ah� . Soil Tester: , � • k.Q-`-�I„ s� er� . 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