Loading...
HomeMy WebLinkAbout040-1248-80-000 o y 0 i 3 0 t7 `i1 7 a :E C ' ° CD m o A m y 0 o c m° ; • �c a < :1 5' CD CD 0 � m �a a C �o y m �', o o O 0 '•O O O) o n (D N ? O R O c m c c o c Qo ! o o A7 1 3 J 3 to rr o cn z cn Z D cn Z v? Z D 0 a m m co D co D D D rn CD a. c a m o o m 00W N CL CL 0 0 0 0 0 ° � I u c z 0002 Z z N N C n R N CO N N 7 CD m ° o o v v o 0 0 D 'm m _D y o CD rn l Z a a Z a a "•' 0 0°' o�m O S a c �"- o 0 0 0 0 0 0 C CL coal conk L Cn !- \ DN Dy c N a m 7 b V \ 3 °_ O :3 8 3 N ' U Z 7 Z COL c A Z A , N E. �J N ji cy o �m a,� N _ N �^ 3 D N ? void w Nv m z ` �i-- A a 0 n n Qo :9 ID 3 D -° 'o n n c :p CD D 3 moo mo �� a moo mo .� a o <o ao o3° a ° <o aN o3° a > > � fD� � ao A v 3 � m � <� ao m ry d m ,p O 0 c 7 m a � m A, D O 0 c 7 R1 a 0 p, i Q. 'o m N �o N ° 'o m y = N I, y 3 fA C m n y. N !n c m 0 � a ° m 0a ma3 c�v c°�Da0 0 cam o�amm0 �] a0oa ..m oC.D O� c 3 o O° �o z ° 3 0 Aom ao zm a, 0 c o o sxm c c� o o fpN c fi a3 o F 3 as a3 0 a= Do 3 02 C o m o a 3 v, c° m o a c m n oar ov w °c CD ° a oa CD CD 6 77 (P 7 C 0 01 N 7 C O S a � S a m o a j m o a ? A 3 3 cn A m mm oro a < < re 0 0 o og 0 '' C) o o Q o ° o a N i n y0 3vn r_ d `o1 c 3 0 3 m C1 A .0 I O (� 3 T. z to ,T] T. z o P CD a ° P �! • < y 0 0 O w �. N < y N ° ID 'O 7 j {D fD 7 7 >' �D fD CD ;_# OND Q �S m O a y co ° O y p D ° N A ` 1 ° p) � 0 �b ° m o o p O oN C L 3. v N a °' 3. °' c U) N ° o ° ca o � ° O v c m c -4 O C Q° 'p ° p 3 a 3 H fl o p o v Q w v> z Cn Z cn z cn Z a CD t� m co D D m w D co D '^ a N C W - :3 W c°o C Q. O. C. c Q. a C• p p w C `v 3 O O 3 O O �c3', O z z Cl. z z N N t 0 O 0 O °O ° n 0 c l�l A O 3 » � c t�l z z 0002' (�j G N - j d N Vl (/1 7 S S a 7 a 0 0 o 0 0 0= M ° SD SD SD rn CL a a ° O a ,. a a z a a z =; CD ° PC 0 CD oc o a a �. 7 7. 3 cn aZ a� m r.C. N N r.Cc N N y Dy c > a c W m rn w c <CD ° n 0 �v 3 a °�v 3 N p Z TO ° Z - 0 O ° y A Z 0 n m o� d oK m A z o o o_' ?• CD co N N a' v Q W m 0 A m m a z x 3 3 x r: (D N (D N z M p m A £ ° 0 0 m o =0 m 3 iz 3 0 0 m 0 ; :v : 3 D ° <° ach 03 o <° au, o3 a CD ° a �� ° aao o: m a ��� o C, o: ID -N 0 0 0 > 7 M a O 41.0 11 0 � 7 > m CL p Q- N 7 Co I a co O 3 f<D N a O 7 N 0 N 7 a 30 OR fn c ( fan: oa fD O 7 N CL ;w y c fD n y � Q3 m'cD D 33° v3f <'o ° 33° v a° CD 0 C CD w a°° o �] ° 3 o m; o CD ° 3 o m a o o m a 0 pr m r� o o ` o �v o o m o n3 o f< a� a3 o f L oa 3 cn c �° m O a 3 q c `° m 0 a y C a a o c 0 a a0 n p • = ti o v+ o 0 Sx� a ° o x� CL ° o m -.a o m a o ° cn ° co 3 0 3 0 r N N I dp a 6s 0 69 A O y �. p 0 O. ° 0 O i N Wisconsin Department of Co nerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 453049 0 GENERAL INFORMATION - (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for seconuary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Beattie, Burt & Debbie I Troy Township 040 - 1248 -80 -000 CST BM Elev: Insp. BM Elev: BM Description: a Section/Town/Range/Map No: ?3' - 1 / 70 - V -,!, ) I ,-';, �'� 24.28.20.1290 i TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. /A L7 W V'Z Septic Benchmark 93S. Dosing �1_2� � Alt. BM 3 ( W2 ? 7(- `i 3q 9 , Aeration /1 Bldg. Sewer � U _+ I'� y . I:2 Holding 8t/Ht Inlet TANK SETBACK INFORMATION 0 7 _54"`x-�° SUHt outlet q-2 / fah /a TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet r 1 Septic �J J� Z 1 5 + Dt Bottom Dosing 2 F- � Q r / J J Header /Mara. ! G 3 p .7 d/ Aeration c, 1 Dist. Pipe - 7, 1 4 . ' 935, A P Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM w �t /jHx"'n►" l �.V° laZ/ 33 5.27.3' Model Number Z(o F3 1.3q 9,27 0 , TD H Lift Friction Loss System He d TDH Ft — Forcemain Lenih�.- / Dia. r� Dist. to Well w r� j 2 ✓ '�4� SOIL ABSORPTION SYSTEM ' BED/TRENCH Width Length i No. Of" PIT DIMENSIONS No. Of Pits Inside Dia. Liquid DIMENSIONS '06 SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING M acturer: INFORMATION Type Of System: CHAMBER OR -5' i A UNIT r1`1i. Mo umber: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Siz x Hole Spacing Vent to Air InV 1 11 p() c1f?o� Z 1 L Dia Le Length l� Dia Spacing 4 1 �� , I [_. j� SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth OverJ Depth Over xx Depth of FYxs eeded /SoddeQ xx Mulched Bed/Trench Center ' -7 Bed/Trench Edges Topsoil -1 �:77 S / Yes No Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspectio #1� Inspection #2: 6 �j 1 h 24.2 ; ) Location: 269 Turnberry Court Hudson, WI 54016 (SE 1/4 NE 114 24 T28N R20W) roy Village Lot 48 / Parcel No: 2 1. Alt BM Description= Cc.a '1(e A '�1J'�""' �'''�``'• - VkP - :� --A +' hu�m✓� 2. Bldg sewer length = /o cS cce r r c amount of cover = C k qU C-) V S C C C r n /� �'` 3� ACC0Y r�i'ni Plan revision Required? Yes No Q V (r Use other side for additional information. ✓_ SBD -6710 (R.3/97) Date Insep tor's Si Cert. No. I s Safety and Buildings Division county 201 W. Washington Ave., t'.0. Box 7082 ST. CROIX i V%iconsi Madistm, W 1 53707 - 7082 Sanitary Pennit Number (to be filled in by Co.) 008) 261-0546 L1S Depart of Commerce �l Sanitary Permit Application SUW PianI.D. In accord with Comm 83..21. Wis. Aelm Cede, personal infiwmatwm you provide — f72. - may be used fix S&Vfk[lary PWIX - 608 Privacy Law, s l 5.04(l xm) Project Address (if dihFereru than mauling adtlnesN) L Application Information — Please Print Ali Inform—s6 R E C E ! V E D ley T Pn4)eti.y Owner's Nance I Parcel # Lot k 4 Mock BURT & DEBBIE BEATTIE 3 M AR 1 9 x'004 p- Property Ownra's Mailing Ad&ess ST. CRO!X couNT PO BOX 4143 ZONING /2 City; State; zip Cock - L - Y HASTINGS MN 55033 651 - 248 -3871 28 Ieerte> — _- - - -._. _,_ -.__. _ N; R ;orW II. Type of Building (check all that apply) - V 7es ER SUBMITTED HO USE PLAN 9ttklivisionNaate c,sly{ �tnnt+� I.�I or 2 Family Dwelling U t'ublic'L'otxuncrcial - l7eNCrilx t'se TROY VILLAGE 11 state Ova.A Dc�mti Use (o X !0U iST �2(, 0 nJTDu/L ®' ❑cily__Llvitlage []lownslvpmf TROY - -- S 111. Type of Permit: (Check only one b On If ni Al Complete line B if applicabic) A- �Q New 5 �� Other Modification to Existing em System I<.� Rejilacernern System ❑ TrealrnenUttoldirsg Tank Replalxrrutr! Only g Syst �• H Permit Renewal I _� Permit Revisiiw! 11 Change of U Parnit Transfer to New List Previous Pennit Number and Date Issued Belixe Expiration Plumber Owner IV. Type of POWTS S tem: Check all that apply) 1yty! - -- — - U Non - Pressurized In- Ground LJ Mmind= 24 im ofsuitahle soil )I ll ouncl 124 is of suitable soil H At -Grade LI Single Pass Sand Filter Coosutwted Wetland Ll P ramrod m U u xk .T - rank U Peal Filter I I Aerolrie Trea nrerm Unit D Rmirwlaling Sind Filler U Recirculating Synthetic Media Filter ❑ l.eachingChamber I] Drip 14ne ❑ Gra vel -less Pipe ❑ (mse, (explain) See enclosed moun V. Dis r"ItTreatment An-a Information_ O - D flow (Wd) Apph o» Deg - gn r So ti rr ' : {qty I)iq P. (x 3 600 h S� 5 � ' 0 �l� �M Ar R t A 00 (frJ(�( I ( 626 8- ._ ._. (p —a32 . p .� / - 'y- /' Vi. Tank Info Capacity ur Total Number Manufaelarer Prefab Site -1 Fiber Plastic Galion% GalkrnN ofiittits Concede C'.00slru l Glass Nov Exutm . Tanks T"d '�w 11 .te;nelank X 1250 1 WIESER YES Amjbie Tn-aftnem Unit _.__. ...........- Do X 1000 1 WIESER YES VII. Responsibility Statement- 1, the umkrsignW, u www rcgwi=6a q for hota aim of the POWr8 shove ne the attached ph—. Plurrd,cz's Name(Print) Plumber' MP/MPRS Number t@ninceN lrtlnne Nrunbcr TODD FEATHERSTONE 242514 715 - 381 - 1704 Plumber's Address (Sued, City, State, z ) ~ - PO OX 467 HUDSON, WI 54016 VI Count IDe artment Use On Sanitary Permit Fee (includes Groundwater ppaatt�� Issuing S• (No S ADVroved i 1 IJisapprlrvetl 9wdiargol,m) ^l n /� ❑ Owner Given Reason for Denial � (1 tom/ IX. Conditions of ApprwalfReasons for Disapproval _ _ S STEM OWNER: 3 . �n 1 an , e uent filter and I'h 2. serviced / maintained � / / ;- ) z as per management plan provided by plumber. dispersal cell must all be se CA (� � 9� _t�'� /�- ' Oh 2. All setback requirements must be maintained /O' U�7 �/ P�rSn� 0 as per applicable code /ordinances. Attac9 rtNr�kte plan (t. the Cauat syriam .. n >< t • stQr r' �/ ` 2y Ill 03/22/04 'MON 16:23 FAX 715 386 4686 ST CRX CO ZONING Z 002 TV UAW \4 loll sic � � a PID # �.. �) LO T m SUB !/i.Rt� u y d J C � D Y r�sw z,.rw el i i 7 4 ..► T : 9 1 ;4 p ��� . 16: ... 23 ........ F ..... A% 7 . 1 1 . . .... 3 ... 86 ..... ....................... ........... .... Z ... ONI ... N .............................................. ............................... 03/22/04 •MON CR CG � 001 ,., ST. CROIX COUNTY f� WISCONSIN ZONING DEPARTMENT ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road - Hudson, WI 54046 -7710 Phone: (715) 386-4680 Fax (715) 366 -4686 www.co.saint- croixwi.us I To: From: F ax. r� l4 Pages: v Phone: g j _ 17 6 (f Date: `'p 4 r � Re: /t* 6 7' 7b �lj V 1u_ Cm E3 If this box is checked please submit a check for a $5.00 fax fee made payable to "St. Croix County Zoning" along with a copy of this fax sheet to St. Croix County Zoning Department, 1101 Carmichael Road, Hudson, WI 54016• /n• Comments: 0 � / M a- �z � , 7/-A,"- 9 dd_K4nA&1 PUMP PERF ORMANCE EFFLUENT • M S O LI D PASSING CAPACII 1 ■. ONE No ME , N���® e°e°°ve°■°ae°e°°eo°oe■°�o�s°vv° WIN vvvvv�eveoevveis�se� 85- W 7 101 v ®vwvevaioevveeve�sv „ ■ \1\ ��� �vevvoveavvea ■ \ \�► \�� °��°ov°ove°e°v°ae°ve°�°see°vv ��\\ I\ ���e ° v ° e ° ooe ° oe ° �a ° i ° sv ° e ° ■ ° �vee ., �. '� \\ \II \1 \\ \1111110 ®m ®� ®veoJI 55j \ \ \11�1� \\ ����■ moo ®o ®a mm �h I \I��I��� ® \♦�� \�� \I aaa�sv�ava0oaa ARM Q611911 EN ■°a,e° °av °■°s°v°e°va °a °a ° °�° ft 0.02 QVI ME 0 No ■ \��\ \III u's L■ k kH JA CAU Model 185/4185 should not be subjected to less than 30 feet TDH. NOTE: For Pump Performance on Model 11 2, Industrial column ■ „ exp p SEWAGE AND .. ®0 DEWATERING K=w o OEM ©Emu asum o MME a no= o ® ©®. ® © ©o© o ®v � a om 0 v 0 v0o ®v ®mm�o0 NO= SEEM :' .■■■■■■■ ®o0® ©0000000 ©mo® ®0000 oos sss 0 omomoo ® ©0m oo mmm ss ssasasssomoo ©00 ,,.■■■■■ ®0 ®o , ©mms ssssassasssssso ®o o ®as ssassssassssss0 oo :' • MEN .■■■ ®sssssssssassssssass vme ssssassasssasass ss � o ® • ,'■■„■■■� ■■■■■■■■■��� yam �� \oR ►������������ arc ' Q3�, U r 5:4 17 _ 0 l ac k fled � etc 4 PG �1 � � v PID # _' /a0J�' /4,S /�Tv' _N,Rl?X--e)Ir u b L 6AI LOT � L — SUB �/Poy /.c�F I C v ToY l ,r DICE sc MPRsw �: b a t 6 '7 I 0 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: AMERICAN CLASSIC HOMES, INC. Owner's Name: BURT AND DEBBIE BEATTIE Owner's Address: PO BOX 4143 HASTINGS, MN 55033 Legal Description: N -S1/4 S19, T28N, R19W Township: TROY County: ST. CROIX Subdivision Name: TROY VILLABE Lot Number: 48 Block Number: ------ - - - - -- I Parcel I.D. Number: i Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Soil Test Page 9 Soil Test Page 10 Plot Plan Page 11 POWTS Application Page 12 POWTS Mgmnt Plan Designer: TODD FEATHERSTON License Number: 242514 Date: 03/23/04 Phone Number: 715 - 381 -1704 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (05/01) Page 1 of 12 1 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.00 Design Flow (gpd) 8.00 Site Slope ( %) 937.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 100.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /fi 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 4.00 Estimated Orifice Spacing (ft) = 12.00 ft /orifice E-926 .000 Forcemain Diameter (in) Forcemain Length (ft) Does the forcemain drain back? Y Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) 1 , l 11.50 Vertical Lift (ft) 90.29 5x Void Volume (gal) 2.38 Friction Loss (ft) 114.5 Minimum Dose Volume (gal) e - Total Dynamic Head (ft) 26.93 S stem Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 2.00 x 1.50 x X 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.001 Septic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER =Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 27.831 Dose Tank Volume (gal /in) IA100 Filter Model Number WIESER Manufacturer Project: AMERICAN CLASSIC HOMES, INC. Page 2 of 12 Mound Plan View .............. ......... ... ...... . . ............ .............. ........... ...... t 1/10 B ....... ..:.....:........:.:... J Observation Pipe :: • K. 1 ;;5:; T A W — :. .: < . .::......:.::.:.::. .. . «:«... ................: ..........a:.. ... B 3 ❑ .. p L Mound Component Dimensions A 6.00ft E 17.76 in H Aft ft K 9.10ft B 100.00 ft F 9.50 in z ft L 118.19 ft D 12.00 in G 0.50 ft J ft W 22.49 600.00 (ft Dispersal Cell Area 1694.08 (ft Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 939.79 (ft) —i G I " F " "r • 938.50 (ft) Lateral Dispersal�Cell �I _ 938.00 ( ft )- Invert Dispersal Cell .::::❑ :::::::::::::::::: .. E D Elevation ❑ :::::::::::::::::::::::::.. 9 37.00 ( ft) Contour Elevation 8.0 %Site Slope Geotextile Fabric Cover Shading Key s T Dispersal Cell See lateral details on 1❑ _ Topsoil Cap .a 1.5 ft : • :.;;; :.::.::::::.::.::.:.:::.:: ..::.::::.::.::.:.:::.;. >::::;: Page 4 for number, size, 0 c . Q Subsoil Cap w o : ❑:::'':`' s: '' "'`.:::' and spacing of laterals. Laterals r u II ::::r::.::`?: a re e qually y ©g ASTM C33 Sand :5 F Tilled Layer c m 0.5 ft ::; Typical Lateral spaced from the distribution cell's 5 a v A re t e 0 :: ❑ Aggregate 9 centerline in the A distribution cell (AxB). Project: AMERICAN CLASSIC HOMES, INC. Page 3 of 12 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension 0 = Turn -up Wball valve or clesnoutplug p . All laterals are identical IF x --->I Hol es drilled on the bottom of the lateral S equally spaced Force main connection t4a tee or cross to manifold at arq point. Laterals & force main of PVC Soh 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 4.10 ft Lateral Length (P) 98.40 ft Orifices per Lateral 25 Lateral Spacing (S) 3.00 ft Orifice Density 12.00 ft /orifice Lateral Flow Rate 13.46 gpm Manifold Length 3.00 ft System Flow Rate 26.93 gpm Manifold Diameter 2.00 in Total Dynamic Head 18.43 ft Forcemain Velocity 2.75 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 300 and -i, Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented E Altemate outlet location Forcemain diameter WIESER Manufacturer _t 2 in. Capacityl 1000.00 Gallons Volume 27.83 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 17.81 495.63 B 2.00 55.66 C P ump off elevation (ft) C 4.12 114.75 1 927.00 D 12.00J 333.96 D Total 1 35.931 1000.00 Do se tank elevation (ft) 3" Bedding uncler tank. 926.00 Alarm Manuafacturer I LEVEL Alarm Model Number LVL1 . Manufacturer IZOELLER Pump Model Numberl 152 Pump Must Deliver 1 26.93 gpm at 1 . ft TDH Project: AMERICAN CLASSIC HOMES, INC. Page 4 of 12 • 0 Mound Svstem Maintenance and Operation Specifications Service Provider's Name FEATHERSTONE EXC. INC. Phone 715 - 381 -1704 POWTS Regulator's Name ST. CROIX CO. Phone 715- 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Freauencv Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Moundl Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished ........ 0 6060 000000000 *06 Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: AMERICAN CLASSIC HOMES, INC. Page 5 of 12 O und System Management A • Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subj to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tan shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assesse least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions a made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the fitter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tan the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the ne) service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System mound's perimeter, and the mound shall be seed No trees or shrubs should be planted on the mound. Plantings may be made around the ou pe P 9 Y and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and sr compaction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulcl as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BQ,p150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg/L FOG, and 1 d cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specific in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flus of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any le above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in pro operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repair or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and re piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: AMERICAN CLASSIC HOMES, INC. Page 6 of 12 1 9 83/x7/20$4 04:32 7157491719 NaRTMLAND SURVEYING PAGE 02 0406.0*00 "x 76 s.73� � i� Zo r l eo t11 -4 X D'C�� o Ir O �` ,�'' �. `� j ��✓ u m C7 b N a p J 1 4 2�ao'� Ypp ?S m � 8 S Oi -4 -701-1 X 1 rn p Iv C O V2 if [ /y — y f ~ fi TO /T0 39VJ SAWOH DISSV a2Wd ZTtCGCVT99 SZ:ST bOOZ /6T /EO APPLICATION FOR REVIEW Departmatell Cammama - Complete all pages- POWTS Safety & Buildings Division NOTE: Personal information you provide may be used for Bureau of hAegrated Services secondary purposes [Privacy Law s. 15.04(1)(m), Stats.] For plan status, check our website at hUt): / /www commerce. state. wi. us/ SB /SB DivReviewStatusSearch.html Several counties have been delegated certain authority to review plans in lieu of Commerce. For a current list of those counties and their delegation check our w ebsite at http: / /www.commeme. state .wi.us / SB/SB- PowtsProgram.htmi. 1. Project Information - Fill in all known information. Confirmation of assignment to a reviewer. Project/Site Name TROY VILLAGE Transaction ID: Location, "mm r & Street of project (if unknown, indicated nearest road) Previous Related Trans. ID: f !/.�P_/Ys�it� c p Estimated Completion Date: Legal Description: ,?—LJ 1S< s� �a��✓ �7 Assigned Reviewer: County ST. CROIX ( ) City ( ) Village (Town of TROY Assigned Office: Mail to your office of choke below: 2. After plans are reviewed, please: (check all that apply) Green Bay, Hayward, LaCrosse, Madison, Shawano, Waukesha Call customer 1, 2 (circle number)* Requesting party will pick up NOTE: We reserve the right to re- distribute plans to X Mail plans to custome{ 1a 2 (circle number)* another office if needed to reasonably balance ( . 1 'Refers to customer number from below turnaround times. 3. Complete the following designedownedrequesting information. Utilize the check boxes when designer, owner or requesting party Is the same to avoid repeating Infomnation. Designer Information (Customer 1) Commerce Other Please Specify (Customer 2) Commerce First Name Last Name Customer Number First Name Last Name Customer Number TODD FEATHERSTONE 242514 BURT & DEBBIE BEATTIE Co F p EATHERSTONE EXCAVATING, INC. AMERICAN CLASSIC HOMES, INC. Add re ss . BOX 467 Add ress O. BOX 4143 City HUDSON, WI 54016 HASTINGS, MN 55003 State Zip +4 (9digits) City State Zip +4 (9digits) Phone Number (area code) Fax or Internet cell phone Phone Number (area code) Fax or Internet cell phone 715- 381 -1704 715- 386 -6885 651 - 351 -0995 Check others it applicable Check others if applicable ( ) Owner { ) Owner 4. Information and Plan Submittal Checklists. POWTS scheduling is not available. Plans will be assigned to a reviewer after receipt of plans. If you select a specific office your estimated completion date may be considerably greater than what would be possible in another office. Submittals received without a specific office indicated on the form may be assigned to offices other than the receiving office depending on reviewer availability. To obtain a submittal checklist call the material order unit at 608- 266 -1818 or one of the full service offices fisted below. You may emall_technical code questions to wdstec commecce.stat:B.w1.us. Madison S &BD Hayward S &BD LaCrosse S &BD. Shawano S&BD Green Bay S &BD Waukesha S &BD 201 W Washington Ave 10541N Ranch Rd 4003 N Kinney 1340 E Green Bay 2331 Son Luis Place 141 NW Barstow St 53703 Hayward WI 54843 Coulee Rd Shawano WI 54166 Green Bay, WI 54304 4 Floor PO Box 7162 715 - 634 -4870 LaCrosse WI 54601- 715 - 5243626 920 -492 -5601 Waukesha VA 53188 - Madison WI 53707 - 7162 Fax: 715 1831 Fax: 715 FAX: 92D 3789 608 - 266 -3151 Email: 608 -785 -9334 Email: Email: PlanSchedule@ 262 -548 -8600 Fax: 608 -267 -9566 PlanSchedule@ Fax: 608-785-9330 PlanSchedule@ commeme.state.wi.us Fax: 262-548-8614 TDD 608 - 2648777 commerce.state.wims Email: kommerce.state.wi.us Email: PlanSchedule@ Email: PlanScheduleQ_ PlanScheduleQ commerce.stalle.wi.us Commerce.state.wi. us I commerce.state.wi. US MAKE CHECKS PAYABLE TO DEPT OF COMMERCE TOTAL AMOUNT DUE $ 175.00 Attach check here Review Code 7633 SBD -10577 (R.12103) THIS FORM IS VALID ONLY FROM 012101!2003 to 01101/2005 FOR THE MOST CURRENT APPLICATION, CHECK OUR WESSITE AT www. commerce. state .wi.ustSB /SB- DivForms/PowrS I n m 2 w w C)QT��2D Ntn�� 0 mOf���, rn m 3 m o x° o o o a o d 3 m m co co 0 oro o o ' ° m o; (7 -t m W off &Cr �� wT' ' >>t3 °fi r- < ° 3 nc c c Mco aac - m o@ N CL M 40 0 10 w m ° 25 v aa p, m oa a. � °o C ° v N �.m �� �CWo o Sa rn o 3 e g !A7 13) m cx o °g� 6 So c>,v�m of •c V. °.: c _a m m a° c e ° D ym�m m �° o �°» 0 3 1 a ° 3Q � Q gp p p ° 3 mm m p3 37 7 fn 37 ° � v O 0o n w �° m �v A m (n 3 n � ;v Q - 3 Q m w aN i >> m cc ° J�Z Q AOm ° m 7 a N 3Ocn �yA 77 N a `ZE• �� m m m C7� O N O) L G m J <D QQ t9d m m�� 3 Wp �m I yv3vNu��7wm�� w_A . F : c r � � 7 ,��, y' WO 7 �AQvp W m 3 _ a C � 4 0 EEL S fP w O A C W N N O C W z Z j u z ° c Z-a 0 0 ,,. O .. cr a — Q �-. 0' g o c S m ?� c CL c $ � m�• ° �`�� p OV $ v lA o iG m 3 w H 8 _� � O +_ m 7 m w m Z Z y � 1 �. mom O m m m O RL c a ( ] � p ] IF �p O F 3 O f O O J2 m wm Nm ym L o W IC T C T ? y cp m ° ° °f m 3 0 `C q (n m 3: (o N B oo m N-+ .^W. D C •�^ O 19 O m° N O O ry 0 00 lb m° 7 m O O O Q vv c mo$ 1 5t - oya$ 7 a_ moo.�3m moos a 3 Cn -a-ppom m_ I ¢�a I I m 3 0 1 I ao m Gz K y0a 0m pm C O n �m = p p N p p mA_3 YS/tco�/�fOJg lD m 0 =b N j8o N fnOOa lD nOa ITvo C N o fi C o p fC� � � D _ O �• ? O ? v v ° m 3 0o HR m 'm�• '� a `G N Cy m V ° N m ° �i 0 Fr CL Cc 0 00 M m 0 iz ° tD o m a s c 3 Qm "' 3 °. �f3 o a3 to g�� co 0 f° 4A 3 � C m m' O��W� w m ph p U�w .3 fN Q NN V C 000 O OOSO m OOON v ° ° o c °o °gam gp $inno0 $ $g_0 0 0 •— = o 0 000 m � � m CJi CJ� O C) '� From: To: PAM QUINN Date: 3/23/2004 Time: 10:34:10 AM Page 1 of 5 FACSIMILE COVER PAGE T6: PAM QUINN From Sent : 3/23/2004 at 10:34:10 AM Pages : 5 (including Cover) Subject PAM, TODD IS FAXING THIS CORRECTION TO PETE PAGEL AND WILL TALK WITH HIM TO SEE IF WE CAN'T CORRECT WITHOUT GOING THE FULL GAMBIT. TODD ALSO IS GOING TO ASK PETE TO CONTACT YOU WITH ANY QUESTIONS. SHERYL From: To: PAM QUINN Dat 3/23/2004 Time: 10:34:10 AM ©(� � � � � 1 � P 9e 2 of 5 . J Mound and Pressure Distribution Component Design �- Design Worksheet �.. Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 2 0 400.00 Estimated Wastewater Flow (gpd) Table tea 3 in -situ soil treatment for 1.50 Peaking Factor (e.g. 1.5 = 150 %) teal` `° inches. 600.00 Design Flow (gpd) Alp" :. 8.00 Site Slope ( %) �j 937.00 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 1,2 0.50 In -situ Soil Application Rate (gpd� Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disrilbution Information network? Enter Y or N (c or e) E Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 4.00 Estimated Orifice Spacing (ft) = 12.00 feloriftce A 2.00 Forcemain Diameter (in) 150.00 Forcemain Length (ft) Does the forcemain drain back? Y 926.00 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 24.47 Forcemain Drainback (gal) 11.50 Vertical Lift (ft) 90.29 5x Vpid Volume (gal) 2 8 Friction Loss (ft) 114.75 Minimum Dose Volume (gal) 18.43 Total Dynamic Head (ft) 26.93 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x 1.25 2.00 x 1.50 x X 3.00 2.00 x 3.00 x Galtons/lnch Calculator (optional) Treatment Tank Information Total Tank Capacity (gal) 1250.00 Se tic Tank Capacity (gal) Total Working Liquid Depth (in) WIESER Manufacturer gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 1000.001 Dose Tank Capacity (gal) JZabei Filter Manufacturer 27.831 Dose Tank Volume (gaVin) IA100 Filter Model Number WIESER =Manufacturer Project: AMERICAN CLASSIC HOMES, INC. Page 2 of 12 I From: To: PAM QUINN Date: 3/23/2004 Time: 10:34:10 AM Page 3 of 5 Mound Plan View 1/10 9 T }y/SsS��%z it •: 5 }`s ;�r:t�sMt {ski sy;SV A •��.����vr� s ••: rti.•.�t ti• • ♦ �r.t1r.; . W - B 3 Mound Component Dimensions A 6.00 ft E 17.76 in H 1.00 ft K Aft ft 100.00 ft F 9.50 in 1 10.94 ft L ft 12.00 in G 0.50 h J 5.54 ft W 800.00 (ft Cell Area 1694.08 (ft Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 1 10.00 (ft) 1 /10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 939.79 (ft) - --► G * H 938 t I Dispersal Cell (ft) La a era / (ft)- --► — Invert II - Dispers e C D E :: Elevation �l $ 4 . A a A 93 .00 (ft) Contour Elevation ✓ 8.0 % Site Slope Geotextile Fabric Cover Shading Key $ �— Dispersal Cell See lateral details on Q Topsoil Cap_ 1.5 ft : Page 4 for number, Q NJJrJJ /J Subsoil Cap a o size, and spacing of ASTM C33 Sand �° t • / ::•:::'f F laterals. Laterals are ®Q Tilled Layer • 0.5 ft Typical Lateral equally spaced from the : 9g ;..... . ©� ` ; ;i ,fir 5 distribution cog's Aggre • o ;�; centerline in the —A distribution cell (AxS). Project: AMERICAN CLASSIC HOMES, INC. Page 3 of 12 y From: To: PAM QUINN Date: 3/23/2004 Time: 10:34:10 AM Page 4 of 5 End Connection Lateral Layout Diagram Lat erals center over the A B dikatension 0 :Turn- upwfballvaIveoreloa n out plug J P pw m : dentioal IF x—i� Holes 6iMd on the twttorr� of the lateral S equally spaced :.. ooltrtfatIon wa to o or cross to mantlold at any point Laterals a foroe maln of PVC Soh 40 (pit CORW TaW 84.30 - 51 Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 4.10 ft Lateral Length (P) 98.40 ft Orifices per Lateral 25 Lateral Spacing (S) 3.00 ft Orifice Density 12.00 ft /orifice Lateral Flow Rate 13.46 gpm Manifold Length 3.00 ft System Flow Rate 26.93 gpm Manifold Diameter 2.00 in Total Dynamic Head F 18.43 ft Forcemain Velocity 2.75 ft/sec Dose Tank Information LockI„ g cow w it h wamhV label and locking device and �~ sealed watertight Electrical as per NEC 300 and -♦ Comm 16 -28 WAC Disconnect 4 in. min. Tank component is properly vented > a= Akemate outlet location • Forcemaln diameter WIESER Manufacturer �_ 2 in. Ca ac' 1000.00 Gallons Volume 27.83 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 17.81 495.63 B 2.00 55.66 C P � ump off slevation (ft) C 4.12 114.75 1 927.00 v D 12.001 333.96 D Total 35.93 1000.00 - Dom tank elevation (ft) ✓ 3" Bedding uni3er tank. 1 926.00 Alarm Manuafacuurer LEVEL Alarm Model Number LVL1 Pump Manufacturer IZOELLER Pump Model Numberl 152 Pump Must Deliver F 26.93 gpm at F 18.43 ft TDH Ptoject: AMERICAN CLASSIC HOMES, INC. Page 4 of 12 From: To: PAM QUINN Date: 3123/2004 Time: 10:34:10 AM Page 5 of 5 Mound System Maintenance and Operation Soocifications Service Provider's Name FEATHERSTONE EXC. INC. Phone 715 - 381 -1704 POWTS Regulator's Name ST. CROIX CO. Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliforml >10E4 cfu/100 mL Service Freauency Septic and Pump Tank Inspect and/or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month Pressure System Laterals should be flushed and pressure tested every 1.5 years " Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap. and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mu�:hed to prevent soil erosion and help reduce frost penetration. Lateral Tum-up Detail Finished , ... ..... • • .. ............... Grade Threaded Cleanout 6 -8" Diameter Lawn . Plug or Ball Valve Sprinkler Valve Box Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: AMERICAN CLASSIC HOMES, INC. Page 5 of 12 1463 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page t of 1 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steers Soil Service Inc. Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemslons, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location 20 Ruemmele, John & Barb Govt. Lot na cv / 5 1/4 1!4 g ICI T aZ N R W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 260 Cry Rd F 48 na Troy Village City State Zip Code Phone Number J City I Village e Town Nearest Road Hudson WI 1 54016 1 715 - 386 -2902 Troy I St. Annes Parkway 0 New Construction Use: a Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I Replacement J Public or commercial - Describe: Parent material Loess over Bedrock Flood plain elevation, if applicable na General comments and recommendations: New mound site area was condemned due to machine damage. Looked for conventional system area but found nothing sutiable. Boring # _j Boring 16 Pit Ground Surface elev. na ft. Depth to limiting factor 41 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr3/2 none sit 2msbk mfr gw lvf .6 .8 2 14 -31 10yr5/4 none sic[ 2msbk mfr gw na .4 .6 3 31-41 10yr4/4 none scl 2msbk mfr cs na .4 .6 4 41 -61 7.5yr4/4 c1d 7.5yr5/6 scl 2msbk mvfr cs na .4 .6 5 61 10yr8/3 fractured limestone na na na na .0 .0 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service Inc. Date Evaluation Conducted Telephone Number 9c i 7/19/2004 w�SCOnSIf� t. 1rm of Industry. SOIL AND SITE EVALUATION REPORT Pag L of I taboi and Human R*auons omsion of sataN 3 in accord with ILHR 83.05. Wis. Adm. Code COUNTY ST. CROIX Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but PARCEL IO r not limited to vertical and horizontal reference point (B . . M), direction and % of slope, scale or 0 va t0 4 oe:i�10 dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION PLEASE PRINT AL FF tjMAT Mq2 OAT PROPERTY OWNER: p P am LOCATION E 1 NR 20 - W TOM RUEMMELE & JOHN AND BARB / [ l/ 1/2S 19T 29 NR 19(«1 H► rLu PROPERTY OWNER':S MAULING ADDRESS -�! �0 L $ -atee" SUB0. NAME OR CSM e 260 COUNTY ROAD F r..,. i TROY VILLAGE CITY, STATE ZIP CODE I PRCINE NUMW /��� ILLAGE OWN NEAREST AM HUDSON 54016 • C7..1: ) 5 r4��s ?A�kwaY D4 New Cortstnrctiort Use Residential A /0 ( ( Addition to existing btulding L ] Replacement (J Public or cwmmer Code derived daily flow 600 gpd R =ed design loadutg rate 0• ¢" bed. gpd/ftZ trench, gpol(t Absorption area required -500 bed. 9 00 trench, ft Maximum design loading race Q. t bed. gpd/ft 00 Rommmended infiltration surface etevabon(s) BY DESIGNER It (as referred to site plan benchmark) al design / site cortsiderallons S -eE A11 10/v � 16 3 Addttlort gn Parent material Z-04!5-15i T L G Z dL0 A1/ Rood plaits elevation, if applicable N/A ft S - Suitable for system CONVENTI MOUND IN- GROUNO PRESSURE AT -GRACE SYSTBA IN FILL HOLDING TANK U= Urtswtable for system I D S (9 U I 91S O u 1 0S X I as I8t1 I a s m I C2 S CKU SOIL DESCRIPTION REPORT epth Dominant Color Mollies Texture Structure Roots l3ounday Roofs GPO /ft id Horizon D in Munsetl I sl i lf-msbk Du. a COM Color Gr. Sz. Sh. Bed ITrendt 8onng A 0 -20 IOYR 3/3 - -- I I of -fl0.4 0.5 165 !? B1 20 -28 10YR 6/4 - -- sl if -msbk mfr I w 12f-m 10.4 0.5 B2 28 -46 4/6 I - -- sil 1 2msbk L Ground elev. B3 6 -55 10YR 4/6 c2d 5YR 5/8 sil 2msbk mfi gw hvf - -- - -- 932 ft. B4 5 -68 �.5YR r/r - -- sl lmsbk Imfr Icw i lvf - -- - -- Depth to limiting R 8-72 LOYR 8/3 - -- 6ms I--- --- i - -- I- -- - -- factor 46" Remarks: Boling # Al 0 - 11 10YR 3/3 - -- sl lmsbk mfr as of - 0.4 0.5 11664 A2 1 - 18 10YR 5/3 - -- sl lmsbk mfr cs lvf 0.40.5 B1 18 -42 10YR 4/4 - -- sil 2msbk mfr gw lvf 0.5 0.6 Ground elev. B2 2 -55 7.5YR 4/6 c3d 5YR 5/8 1 lm -csbk mfr as l vf - - - - -- 93 ft - R 5 -58 0YR 8/3 --- lmst - -- - -- - -- - -- - -- - -- Depth to limiting I _ 42 Remarks: Natneti -Plow Print JAMES 0. FN.KINS Phum (715) 425 -7831 OGDEN ENGINEERING CO., 113 WEST WALNUT ST, RIVER FALLS, WI 54022 Dam o �7 CSTM03988 PROPEM OWNER SOIL OESCRIPTION REPORT Paqe Z 01 _3 PARcEL I.O. S f Depth loominantColor I ' Moores (Texture I Structure I GPO/ft- Boring Al Horizon in Munsell Gu. Sz. Cont. Color Gr. Sz. Sh. 1 Bed, 'TMrxri Al 0 -14 110YR 3/3 - -- (sl Ilmsbk I mfr aw 2vf-d 0.4 10.5 167; A2 14 -22 10YR 5/3 - -- sl lmsbk mfr as lvf- 0.410.5 Ground B1 22 -41 10YR 4/4 - -- sil 2msbk mfr Icw lvf 0.5 $.6 i ' B2 41 -53 7.5YR 4/6 cad 5YR 5/8 sl lm -csbk mfr cw lvf - - -. - -- 9 g 000 to R 53- 55I10YR 8/3 - -- imst - -- - -- - -- - -- Gmiltr►g faccot �77 L - T 41" Remarks: Boring # Ground I ` elev. I I ft. Depth to limrong factor Remarks: Boring I I I I I I Ground elev. Oepm to limiting I factor Remarks: Boring # iij Ground elm. ft Depth to linn6ng factor I Remarks: S80.a=Fl.o&= 1 PAGE 3OF3 SITE PLAN _ SCALE: 1 " = 40' T ¢7 N � L ©r �S D I ST "Vi1/E5 NOTES: PROVIDE MINIMUM OF if SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25' FROM DWELLING; 50' FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES T. F LK1NS, CSTM03988 Civil Engineers & Land Surveyors DATE: ¢��°l�? 113 W. Walnut 5, WI 54022 715) 425- 7631 i WKCOnsjn 0eparonent of Industry. SOIL AND SITE EVALUATION REPORT Page I of _ I Labor and Human Rolauons 0aision of Safety & Bu;kkngs in accord with I L.HR 83.05. Wis. Adm. Code COUN iY ST. CROIX Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but PARCEL I.O. a not limited to vertical and horizontal reference point (8M), direction and % of slope. scale or - dimensioned. north arrow, and location and distance to ne rq J 11 REVIEWED BY DATE APPLICANT INFORMATION- PLEASE PRINT �I FORMATit3•M PROPERTY OWNER: „ r' ECEIVE P LOCATION E 1/2S 24T 28 NR 20 - W TOM RUEMMELE & JOHN AND BARB R E G 1 14W 1 /2S 19T 29 NR 19 44 PROPERTY OWNER':S MAILING ADDRESS _..._. { 19 �4 SUBO. NAME OR CSM 0 260 COUNTY ROAD F TROY VILLAGE CITY, STATE ZIP CODE NUMBER' N T Y IU AGE OWN NEAREST ROAD HUDSON 54016 f 1 51' Aawas �A izfcwaY pq New Consnctiart Use (K ] Residential / t I ` ( 1 Addition to existing building i 1 Replacement 1 1 Public or commercial d Code derived daffy flow 600 gpd Recommended design loading rate , 0• ¢ bed. 9pdrft trencft. 902 Absorption area required � bed. ft 0o trench, 9 Maximum design loading rate Q toad. 9pdM O. S trench, 9pd/It Recommended infiltration surface elevation(s) BY DESIGNER R (as referred to site plan benchmark) Additional design / sde c0nSIderad0r1s 5.ee- NoTeS D/V lo 46 3 Parent material ZD46-4_ 7/Z 6 GLO,N/ 6 Flood plain elevation, if applicable N/A ft L U =Unst system cON N K VeMONAL MOUND IN -GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TA for system I ❑ S ICU I S❑ U ❑ S Ku I❑ S RU I Q S ca I ❑ S au SOIL DESCRIPTION REPORT Depot Dominant Color I Mottles Texture Structure Consastertce Botatdary Roots GPO /ft Horizon in Munsell au. Sz. Cam Color Gr. Sz. Sh. Bed 17imanrh Boring # A 0 -20 lOYR 3/3 - -- I of -fl 0.4 0.5 sl if -m Aw ,.165 BL 20 -28 10YR 6/4 - -- sl if -msbk mfr w I2f - 10.4 0.5 B2 28 -46 I10YR 4/6 - -- sil 2m bk mfr Ivf 0 Ground elev. B3 6 -55 I10YR 4/6 c2d 5YR 5/8 sil I2msbk mfi gw lvf - -- - -- 932 ft. B4 5 -68 .5YR r/r - -- sl lmsbk Imfr Icw i lvf - -- - -- Depth to limiting R 58-72 LOYR 8/3 - -- lms t I - -- - -- i - -- I- -- - -- - -- factor n --T Remarks: Boring # Al 0 -11 1OYR 3/3 - -- sl lmsbk mfr as of -f 0.4 0.5 Y -1166 A2 1 -18 10YR 5/3 - -- sl lmsbk mfr cs lvf 0.4'0.5 B1 18 -42 10YR 4/4 --- sil 2msbk mfr gw lvf 0.5 0.6 Ground elev. B2 2 -55 7.5YR 4/6 c3d 5YR 5/8 1 lm -csbk mfr 1Vf - - - - -- 93 tt R 5 -58 OYR 8/3 - -- lmst - -- - -- - -- - -- - -- - -- Depth to limiting 421 I I Remarks: Nafne -- Please PMM JAMES 0. FILKINS (715) 425 -7831 OGDEN ENGINEERING CO.. 113 WEST WALNUT ST., RIVER FALL / S, WI 54022 Data: 97 CZr W3988 1 PROPERTY OWNER SOIL OESCRIPTION REPORT Paqe 2 Of PARCEL 1.0.0 Oeptn I Dominant•Color I Motnes (Texture I Structure ICanssoer+oa�Bo�rs�aylRoots GPO/ttt. Boring # Honzon in Munsell Cont. Color Ou. Sz. Co Gr. Sz. S h. Bed iTrerrn Al 0 -14 110YR 3/3 - -- sl lmsbk I mfr aw 2vf- 0.4 10.5 167- 4 -22 10YR 5/3 - -- sl ms mr as 0.410.5 A2 1 lbk f lvf- i Ground B1 22 -41 10YR 4/4 - -- sil 2msbk mfr cw lvf 0.5 $.6 elev. - 937.9tt. B2 41 -53 7.SYR 4/6 �c3d 5YR 5/8 gsl lm -csbk mfr cw lvf - -- - -- Depth to R 53 -55 10YR 8/3 - -- lmst - -- - -- - -- --- --- --- Gmidrtg factor 41" Remarks: Bonng Ground elev. ft. Depth to i IitrnOng f actor Remarks: Boring I I � I Ground elev. ft. I I i i i Depth to 1 limiting I factor Remarks: Boring Ground elm. it Depth to I IimnUng ta= I Remarks: st3rsa3oata.at�zt PAGE 3OF3 SITE PLAN / SCALE: 1" = 40' GaT ¢7 1-00' N � © r �S SL oo E -ins `° r 9 � a NOTES: PROVIDE MINIMUM OF 1' SAND BETWEEN BOTTOM OF BED AND EXISTING GROUND. MOUND TO BE A MINIMUM OF: 25 FROM DWELLING; 50 FROM WELL; 5' FROM LOT LINE. OGDEN ENGINEERING CO. JAMES FiLKINS, CSTM03988 Civil Engineers & Land Surveyors 113 Ve. Walnut St. River Falls, WI 54022 DATE: 411eI If (715) 425 -7631 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page 1 of 2 FILE INFORMATION SYSTEM SPECIFICATIONS Owner BURT &DEBBIE BEATTIE Septic Tank Capacity 1250 gal ❑ NA Permit # Septic Tank Manufacturer WIESER ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturak E ❑ NA Number of Bedrooms 4 ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity 1000 gal ❑ NA Estimated flow (average) gge— gal/day Pump Tank Manufacturer ❑ NA WIFSFR Design flow (peak), (Estimated x 1.5) _�9eQ OL9 gal/day Pump Manufacturer ZOELLER ❑ NA Soil Application Rate / 5 al /day /ft' Pump Model 98 ❑ NA SusAWA Influent /Effluent Quality Monthly average* Pretreatment Unit ) "A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter O Peat Filter Biochemical Oxygen Demand (SOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L O Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L NA ❑ At -Grade CXMound Fecal Coliform (geometric mean) 510 _0fu t00ml ❑ Drip -Line ❑ Other: Other: Maximum Effluent Particle Size Y. in dia. ❑ NA 2 rNA Other: WNA Other: 4NA `Values typical for donestic wastewater and septic tank eftko t. Other. W NA MAINTENANCE SCHEDULE Service Event Service Frequency ❑ month(s) 3 ❑ NA Inspect condition of tank(s) At least once e �yearls) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: 3 ❑ month(s) ❑ NA Y Clean effluent filter At least once eve ry , 1-2 ❑ mo nth �re ar(s) ) ❑ NA Inspect pump, pump controls & alarm At least once every: 0 yea�(s) ❑ NA Flush laterals and pressure test At least once every: ❑ mo nth( ❑ yea r(s) l ❑ NA Other: ❑ month(s) 9KNA At least once every: ❑ year(s) Other: CR1dA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections 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 cell(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 regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, 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. GMW (4101) From: To: PAM QUINN Date: 3/29/2004 Time: 12:01:26 PM Page 1 of 1 04 12:50 6514393417 AMER CLASSIC HOMES PAGE 01/01 Frain; To; JEFF pate 3/29/2004 Time, 9;24:50 AM Page 2 of 2 AMER CLA55xC HOh PAGE 01101 16/06/2093 12:89 651439347 m Jlr1M ahr. * TOM I69f 0t .BURT A. soft Adieus P�O. B_OX 41 �4 269 TURNB �y, TROY WI lwvd 1�sdIM Mow 040 - 1248 -80 TR OY "P OW "P OW T 28 "Tow' °[ d8 TROY VILLAGE — ]� mow MW 4 N�e■■4 deed � Vdww Ipoa d■t■4 C#r d�eo Tint ib e ym O ab • e.ig..ilsroli �� . �. van m mom �la riw a Valk ■ rtNaaweMw M �rd'rtr. w Nrtwrie. r rl. i+wft eD■dieM�t Mfrttil Ae a>wrerr��i • a11Ma�s�a�lrw�l�s�� w1rA.4w��f�l1�� �ihkL .s�..adMb•rMr+ 1 i.�.a>Mar��Ir�. a.e+M .giaa�wl[ IwatiAaa�Mit�4sAws�iMwM .rllywewaiw6MMaalopbMea�.rla � lf�a��it.� . beaim6 95w&bW + ce aa�saD�.ed■��1f19+•��+nr�le� 3 29 2004 a� �as►� r Do • i (+ate 4aan�► � i.wosi.rr � � r.. r w� Mra ita>br Qw! �..Iw+�o. M M� era (�? dr w+di� M' •, • !C �.�+e.�+� eta y ,9�e va�4 �ee6 w..i�M► le�Ys' .tib.oAe ��• . " UVIIIN a WM Ate app"ais a JIM EdWMMV AW iM MO 1Re&t W Dam uDFlE . r U 2528P x.41 �v STATE BAR OF WISCONSIN FORM 2 - 1999 7SE.847 WARRANTY DEED KATHLEEN H. WALSH Document Number REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Richard L. Mockler and Ruby J. RECEIVED FOR RECORD Mockler, husband and wife Grantor, 03/17/2004 10:15AN and Burt A. Beattie and Deborah K. Beattie, husband and wife — - Grantee. WARRANTY DEED Grantor, for a valuable consideration, conveys and warrants to Grantee EY.EK*T # the following described real estate in St. Croix County, State of Wisconsin REC FEE: 11.00 (if more space is needed, please attach addendum): TRANS FEE: 359.70 Lot 48, Plat of Troy Village in the Town if Troy, St. Croix County, COPY FEE: Wisconsin. CC FEE: PAGES : 1 i Z p Recording Area 201 Name and Return Address U � 2 040- 1249 -90 Parcel Identification Number (PIN) This is homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this day of March ' 2004 f� * — — - - -- — — — - - ^— — _ * Richar L. Mockl _— _ _ —_- - - - * * - Ruo r iAfocitier AUTHENTICATION - — — V T C KNOWLEDGMENT Signature(s) STATE F ) ) ss. — - -- - -- . - - - -- -- - -- — — — — C� County ) authenticated this — day of -Tracy)- Turn Notary Public Personally came before me this -- y of _ March .2 the above named State o lScO _ r1S _ l r l i Richard L. Mockler and R uby J. Mockler, husband and wif TITLE: MEMBER STATE BAR OF WISCONSIN (If not, _ _ _ _ _ — — —_ — -- to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stars.) instr ent and ac o 1 the same. THIS INSTRUMENT WAS DRAFTED BY A Kristin Ogl — - - - - -- Hudson, WI 54016 — — — — _ _— -- Notary Publh Sfate of — My Commission is rmarlent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800.655 -2021 WARRANTY DEED FORM No. 2-1999 1 • 000� [K 00 ,11 .. i �wsa bra _ NJ co O ho { i 4 r 4M AN CID 7 s /M / �,•fls -O��f 14 C) ftftmll r OD OD Rb s „VA O C) ° mob I "b a r c Art O Q O ti `i O � N ti I i 1 � C i I II 0 O Z LL Q Q I 3 `r U Z E ° z z � € a m I N F fn I I � i m O Z:!t c�6 V CA: e- d Z N � _ y � ; j 0 CD o E F �, F- co O N N y j N F — N la aL = O O o �. a o . c�i ° O 9.O - S © � N z �� I p O p ad ° I ig u • d L c �(J1 G . m o 9 ! ` `�1 A vat; 00- _- -- v