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Home My WebLink About014-941-12-2108-SAN-2024-048 �``'/='="`� Department of Safety county s0.w � � �' �= & Professional Services, �� ;�$' ' Sanitary Permit Number(to be tilled in by C � g :',� Industry Services Division `��-��;�:;.;N:, tn51 � �-( 3 � SaI11ta� PeY'ITllt t��JJ�I1Cat10I1 State Tiansaction Number � In accordance with SPS 383.21(2),VJis.Adm.Code,submission of this ibnn to tlie appinpriatc goveinmcntal unit q�y is required prior to obtaining a sanitary pemiit.Note:Application forms for state-owned POWTS are subuiittcd to Project Address(if different than mailing address) �he Department of Salety and Prolc,sional Services.Per,onal inCorn�ation you provide may be used for secondary puiposes in accordance with the Privacy Law,s. 15.04(I)(m),Stats. �� R l I.Application information-Please Print All Information C Property Owner's Name Parcel# �NE NE PoN L�. viy - 9y� - � a - a � og Property Owner's Mailing Address Property Location 1 C� I S L C,1 c.',n e lZd p``� � �err-�eF City,State 1_ip Code Phone Number I�0. WC.t'C �l.�r S�,ay3 NE-��',—�fln.� y,, Section �a II.Type of Building(check all that apply) Lot# T �-!! N R�_E-ar �I or2 Family Dwelling-NumberofBedrooms__ 3 � Subdivision Name Block# ❑Public/Commercial-Describe l;se � ❑City oY' ❑State Owned-Describe Use__ __ CSM Number ❑Village of -- - _ G51� f'1 B�ZS �[ownof L.Crt C^OO� .�. 3 3 �. aao III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if a licable.) `� �New S ,tun y, � ❑ R�placement System ❑ Other Moditication to Existing System(explain) ❑ Additional Pretreatment Unit(explain) B. ❑ Holding"Cank In-Ground GGp��- ❑ At-Grade ❑ Mound ❑ Individual Site Design ❑ Other Type(explain) (conventional) C• ❑ Renewal Before � ' � List Pre��ious Permi[Number and Date Issued ❑ Reris�on ❑ Chanae of Plumber ❑ Transfer to New Owner Gxpiration �— IV.Dispersal/Treatment Area and Tank Information: rav�� G«,,.,�,f 3 9 a o %� q S.��h 5 a� e e 1! DesiRn Flow(gpd) Design Soil Application Rate(gpol,Y� Dispersal Area Required(sf) Dispersal Area Proposed(sfl System Elevation YSO ►. a. o �e� /aa5 47s/3a5 � ��.i7 f� Capacity in Total #of Manufacturer Gallons Gallons Units � o '� � Tank Infonnation � � U � � � U N New 7'anks Existing Tanks F o }; � � � � � a U cn v, cn cr- C7 P- Septic or Holdina Tank �� (�.�� W� � � X Dosine Chamber V.Responsibility Statement- 1,the undersigned,assume responsibility for installa' n of the POWTS shown on tlie attached plans. Plumber's Name(PrinQ Plumber's Sjgnaturc MP/MPRS Numbcr Business Phone Number Gc��d Fc-o e► /��' 95o � i � �is-s�S$ -��3 Plutnber's Addre,s(Su�eet,Ciry,State,Zip Code) � r 3soaw F�o��ei 2a I-�4 �,,J�a c.�r syati 3 VI.Cou ty/Department Use Only ip.A��o.� 4 ❑Disapproved Pennit Fee Date Issued Issuing Agent Signaturc �✓ ❑Owner Given Iteason for Denial S�(� Oa �/�� l}� ��j.�„„ ,,_ � I � �wcii,�s� Conditions of Approval/Reason�for Disapproval r—� ��?`�� G� � �.. ��,i� +. � �� o � cJ�� _�4, ,_ � � ��r �� }� � � a'1i � � 1�° MAR a 8 2024 ; CS� �-`� �d3 � �3 SAWYEt� Gn'.::ti s`r ZONWG ADfvlisvi:�TRtii iCiJ At[ach[o complete plans for the sys[em and submi[to the County onl-on a er not Iess Uian 8 V2 x 11 inches in size �l0 R�FUNDS AF1�E� �-6398(R.03/22) iSSUE�F P�R�I r `-I 1 �1(0 � GeoRAat IN T- Residential Application INDEX AND TITLE PAGE All Water Treatment Systems To Be Removed From System Project Name: Pine Cone Pond-Lot 2 Owner's Name: Pine Cone Pond LLC Owner's Address: 10415N Mc Claine Rd Hayward,WI 54843 Praperty Address: Legal Description: NE NW S 12 T 41 N R 9 W Township Lenroot County: Sawyer Subdivision Name: Lot Number: 2 Block Number: CSM#: 8025 Parcel I.D.Number: 014-941-122108 Plan Transaction No.: X C�BS . Page 1 Index and title Page 2 Data entry Page 3 GeoMat dist.cell drawings&calculations Page 4 Lateral and cell cross section Page 5 Management&contingency Page 6 Maintenance&specifications Page 7 Distribution media Page 8 Plot plan Gerald Froemel License Number: 950111 Date: 03/05/24 Phone Number: 715-558-1138 Signature:��"�� , Designer Stamp: State of Wisconsin Approval Stamp: Designed Pursuant to the GeoMat In Ground Component Manual April 2019 Version Page 1 of S . : In Ground and Dosing Distribution Component Design Design Worksheet All Water Treatment Systems To Be Removed From System e. � _ - ,. . _ . . � R Residential or Commercial Design �� ISD Required? 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 0.00 Site Slope (%) 94.17 Prop. System Elevation (ft) Sand & Native soil Contour 52.00 Depth to Limiting Factor (in) 1.60 In-situ Soil Application Rate (gpd/ft2) 96.42 Lowest Original Grade Ele. In System Area (ft) 96.67 Highest Original Grade Ele. In System Area (ft) 92.17 Limiting Factor Elevation (ft) 1.00 Depth Below Grade _ ---- - on e rma on 3.25 Cell Width (ft) �—� Number of Cells 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) 2 Influent Wastewater Quality (1 or 2) �D'istribution In orma ar� . , _ . E Center or End Manifold, Dist. Box or Drop Box � Number of Laterals System dosed N 4.25 Lateral Spacing (ft) System not dosed Treatment Tank Information Effluent Filter Information 1000.00 Septic Tank Capacity (gal) Lifetime Filter LLC Filter Manufacturer Wieser Concrete Products, Inc. Manufacturer rLT 1/8 Filter Model Number Project: Pine Cone Pond - Lot 2 Page 2 of 8 In t�round P1an View �cell��ia2 •' 00000000000000000000000000000 ' • �• •g. • •000000000;• '� o°o�o°o°o�o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o�o°o°o�o �s�A�1Ji`6�. o�o°o°o°o°o°o°o°o;� 0000000000000000000000000000 00000000 .�.�. . . o0000000000000000000� � 000�00000� � 00000�0000000�♦�•o,• 00000000000000000000000000000000000000000000000000000a000a0000000000000a000a0000000000000000 �� . o°o°o°°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o,� 00 00000000a0000000000000000000000000000000000 '.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'. �alculations�� . , , _ . I 1.00 ft A 3.25 ft Basal Area Required 281.25 ft� K 1 ft B 50 ft Basal Area Proposed 475 ft2 S 1.00 ft L 52 ft W 9.50 ft Basal Area Calculation GeoMat Dispersal Cell Basal Area Calculation GPD Loading Rate GPD Loading Rate 450 1.6 gal/sq fUday 450 2.00 gal/sq ft/day Total 281.25 ft2 Total 225 ftZ Proposed 325 ftZ Number of Cells 2 GeoMat Width 3.25 ft Cell Length 50.00 ft Lineal Feet of GeoMat Required 69.2 Min. Cell Length 34.6 ft Lineal Feet of GeoMat Proposed 100 Cell Spacing 1.00 ft NOTE:Min S dimension = 1' System Elevation 94.17 ft Limiting Factor 92.17 ft Separation 2 ft 2'nain Directions: Play with cell length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is wide. It must also Satisf basal loadin rate and GeoMat cell loadin rate. Project: Pine Cone Pond - Lot 2 Page 3 of 8 ♦ y a.:'. . � .. . ... ,..�� 0 � � � � 0 � � � � � � � � � � � � � � � � � � � � !, �_0000000000000000000000000 �.,�OO�O OCOGO�O�O�O�O�O�OpO�O�O�O�O�O�O�O�G�0�0�00 _- "� 0000�0 �000 0000000000000 �� :�O�O�G�^�v�CnO�O�O�O�O�O�C�0�0�0��0 O OGO�O�O ��,.v�'��0000`00000000000000 �000 / O O O O O O O � O O O O O O O O O O O G O O O O O /� O Ci O O O n O G`,O O O O O O O O O O O C O O C O_C O ��O�O�pUC�pUpUO�G`�pU0�0�0�0�0�0�0�0�0�0�0�0��0��'� �� .00t7CCiOGCO0000J O�OOOOOG_000� G G�O�O�O�O�O�O�O�OGO�O�O O�O�O�O�O�O�O�O� G O�O�O �O O U v O O O O C O O O O O O O O O O G �O O O Hole spacing is every 12", 1/2"hole at 4&8 O'clock,starting 4 O'clock 6"from end and S O'clock Holes at 12"from end. 4"Perforated pipe may be used. Pipe Leng�h=GeoMat Length Lateral Spacing 4.25 ft Pipe Diameter 2.00 in 1'0 �n �'iniched CraAc '�`7� `i Y'� W V' (:�.`.`:.::.;:=`:'::��,`:.:r ..` . :Bac►f6..�.�';. � �� 12"-42 2 n —► Dii ` �ois� `• � � -�• r�a �:_.'. � F�btic Top of geomat to be at or '�. _ - � GFAMAT below original grade ' � � � I � I 2■A�33�� I � I , I � I � I C� Infiltca�vt S�ufece �cy - -NATIVE.SOIL-�� j ��___��.._�_..._ _ ._�" L��F�aar 52in y f_� pes �� Fmi�hed(kde I 4•Mm Ui� 12"Min. 42"Max. � Toile[Flon e Rebar �flS�. ]�fl]� � m,mu a m�s.as ��_a_.,� }�: _ F "'1_I'o �I�.1.I�i�ii�� i�� ' �,�i�� i�, ��'�'i i�i' 1'I'li w'7'Eitc[.ossrcoi.tan � iiii�� ''t.�n�. �� ;�i�i�i�i�i�i�i�;�i��i�i�i�; � � � i i�i i ii �'� �'i �� i'i�i'i' i i'i�i ii'�'� �'i'i'i'i i��iii'i'i'i'i�i i'i'i'i'i'�'i'i �'i'i'i'i'i'i'i,i;i;i;i'i'i'�'i' ii�i�i' i � i iii i ii'i i ii i iii � i i i� � �ii'i��'1ii''�i i�i�iii i ii'i�i i i i i'i'i'i'i' i�i�i�i i� �i� �i�iii�i�i�� i ii i i�i 2'AS1M633�md�der ii� � i ii i ii��iii�i�iii�i�i�i�i i��iiiii�i�i� ��I�I�I�I�i�l�' �i�l�l�l�l� � ��I�I I I i 1 I I � 1 � I I 1 I�I�'��I��I�I�1 I ��I � I ��I ��I�I�1�1 � I � I ��'�� I I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I�I��I��I�I�I�I�I�I�I�I�I�lil�l��l�l�l�l�t�� 94.1? _ ��I�I�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�1�11�1�1�1�1�1�1��1�� Project: Pine Cone Pond-Lot 2 Page 4 of 8 Notes/Maintenance Requirements MANAGEMENT PLAN This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin. Code,the in-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems Version 2A SPS-10705-P (N.01/01). GeoMat in ground Component manual April 2019 Version. 1.This POWTS has been designed to accommodate a maximum daily flow of 45Q�9Rons of wastewater per day. The quality of influent discharge into the POWTS treatment or dispersal component shall be equal to or less than all of the following. A monthly average of 30 mglL fats.oil and grease A monthly average of 220 mg/L BOD5 A monthly average of 150 mglL TSS Wastewater shall not discharge to the POWTS in quantities or qualities that exceed these limits or that result in exceeding the enforcement standards and preventative action limits specified in ch.NR 140Tables 1&2 at a point of standards application,except as provided in DSPS 383.03(4),Wis Admin.Code. 2.The owner of this POWTS is responsible for system operation and maintenance. 3.Defects or malfunctions identified during maintenance described above shall be repalred in conformance with SPS383 Wis.Admin.Code, and the pertaining counry Private Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes the names and telephone numbers of the properly licensed individuals to contact for such repairs. 5.No product for chemical or physical restoretion or chemical or physical procedures for POWTS may be used unless approved by the Dept. of Commerce in accordance with SPS.384,Wis.Admin.Code. 6.If the POWTS is replaced,or its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code. NOTES Two Effluent Filters to be installed where possible 1 to be installed in 5T,and or 1 in pump tank in order to insure particle size less than or equal to 1l8". Fitters should be cleaned once in spring,and once in fall. Also,stralners in sinks in the building shall be mainta��ned,so that solids and fats are minimized to flow into system. A minimum of 2 observatior pipes per cell shall be installed. These pipes shall be located approximately at the end of each cell. The plumber,or county shall see to it that a copy of these plans including this page,maintenance folder,and maintenance agreement is given ta the homeawner. This system may contain a dose chamber. If a pump,float,eledrical outaqe causes the dose tank to fill,the homeowner should see to it that the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could wuse damage. Contact a pumper or your installer if this problem occurs. The homeowner is responsible for formulating a water conservation plan that will ensure the system is rarely overloaded. LE.spread laundry out over time,not 6 loads in 2 hours;while everybody showers,and uses the toilet.ETC. CONTINGENCY PLAN FOR COMPONENT FAILURE A.Septic Tank.Any structural failure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank component. Leaks in the joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water- tight. B.Outlet Filter.The outlet filter shall be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger than 1/8 inch or when it has become permanently degraded by clogging so as to interfere with the design flow out of the septic tank. C.Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found.Leaks in joints between manhole risers or covers shall be repaired by replacing faulty seals with approved materials to make joints water-tight.The pump and controls shall be replaced when they are no longer capable of functioning according to the design plan. D.Pressure Distribution Piping.Partial clogging of the distribution network may result in unduly lonq dosing cycles.The ends of the distribution laterals may be exposed and the threaded end caps removed.The piping can be disconnected on the outlet end of the pump. The distribution piping may then be back flushed to cleanse any accumulated matter from Ihe piping.It is recommended that the dosing chamber then be pumped by a licensed plumber. E.Soil Absorption Cell.The discharge of sewage or wastewater to the ground surface is strictly prohibited due to the human health hazard created by the effluent.All failures created by surface discharge shall immediately be reported to the appropriate county.The pump shall then be immediately disconnected to prevent further discharge to the ground surface via the soil absorption cell.The existing septic tank and dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved The replacement shall be initiated only after any necessary plan approvals have been obtained from the appropriate plan review authority and the required sanitary permit is obtained from the county. Project: Pine Cone Pond-Lot 2 Page 5 of 8 in Ciround Nf " ance and Operat4cyn SpecMicaRions Service Provider's Name`Gerald Froemel � � Phone (715) 558-7138 � ---- -- - --- POWTS Regulator's Name�Sawyer County SPIA-Zoning Administretion I Phone (715) 634-8288 Svstem Flow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Mazimum TSS 30 mg/L Soil Absorption Component Size 162.5 ftZ Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 years Effluent Filter Inspect and clean as necessa at least once eve 3 ears Pump and Controls Test once every 3 years Alarm Should test periodicall Pressure System Laterals should be flushed and pressure lesied every 3 ears In Ground Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are sbtted and materials conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019. 2. Dispersal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component Manuai Ver April 2019. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code. 4. Scarification of basal area is accomplished with a rake or other tool. 5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Laterel Turn-up Detail :'�6-8" Diameter � Finished Threaded Cleanout ��Lawn Spnnkler � '� �'` -rade �� Plug or Ball Valve � � `Box � �ocoo d �' o,o�o�o�.� Ventifi � otDosed Lateal Ends at Las.On(ice wherc i - - � � � � � �" Long Sweep 90 or Two �45 Degree Bends Same � ' ' DiameterasLateral . �. � - : i,,�-^ �t_» � ��.c t � s � Distribution Lateral � Lateral Cleanout � 94.17 Feet Project Pine Cone Pond -Lot 2 Page 6 ot 8 � �1 Gec�a� D$�iu�a Media Layau# 3.25 Cell Width (ft) 2.63 Sidewall to Lateral (ft) Distribution Cell Cross-section Arrangements ---�-_ _.Q ____r _ - -� - ----, —��--- .---� . :-_--o � � C r - V '. �'-V C " �' ,�C G C ` UV C. ___ - J � .� v�"O�O O C �, _ �_ - G �� G O O CJ�-_ O G O`O �� C' �e�V�S1 �L.Q.�� O Distribution Pipe GeoMat is covered with approved geotextile fabric as per the their product approval. Distribution Cell Plan View Layout - Typical 3.25 Cell Width -A (ft) 50.00 Cell Length - B (ft) End Connection Lateral Layout Diagram i�-� � �c-'o`o ��oo � c00000000c� c"o% 000000000�ocoo � --�e°�reQc�c`��e��c�Qe�e° ' � " ��e�e°o�-.��er " �o�`?e!ry 000cccooc0000000aoocc0000coc000 � �., U �_. _ _;_�__'ooc000c � 000000_ooc00000�oo�o„o�o,o�o�oror�� -'� 0000"oo �'00000000`'0000 o°000`'o�o�'000000 P;".,� ` � o r o o � .� �_�covooQe'a oo��o�c��o�o°o 0 0 0 0 � .�_000000000c00000c00000000 � oococ000000 �iniched Cirncic � `r � ` `t V � W V' , . ..•�- , , �.;,.: .'.: : ' >.�". . •.;':� • . . --- �OC ' . - � -. .' •'ti' � .- . '.' : •'. :• .... • " - ' ' ' •[ Backfill ".,.'''..'� IfLl7Lit�CV'!� I',� • .,•._ . _ : . .. . ., 12"-42" , . . �.•. S�d Catec seoo�ded :j :, �•.:'_ . • . p� � � __`- � uiu � -,,,:;'_; ., .�: �Infittrativ'0 _ ' .. � � P�G� I�-_— - .� � - �r GFA MAT � � � � � � � 2'ASTM3�3�� 1 � 1 , 1 � 1 � 1 � Infiltxa�ve Snrface � — = _ _ = � � � _ � � = � ' � ^ _- � � r .� �NATI\%E.SOIL= � = � � — � � � � � � � � � � "' � _ = "� � L�Facta .-- � See details on page 4 for number, size, and spacing of laterals. Project: Pine Cone Pond - Lot 2 Page 7 of 8 , , � ,yb a� b o`^ � , Mr � o -,� v �� n v� � � !r � V a � � � t fV �,� f � � �' " �''o � � . 3p � , ,. 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