Loading...
HomeMy WebLinkAbout032-2133-20-000 0 u► O 3 c d o a F c to V 1 ° e T ; # (� $ o c g n 3 °' m m g ° N m N m a 3 m 3 3 m CA a o N p j o p A o j p o w o co w k' CL a� a° c w .o v (n Z cn z D (n Z (n Z D ,p a I m w D cn D CA m co D to D ca a .A. CL o IW a ° D & IW N I 3 � 0 0 0 3 O m O o Ks o o N C C �+ w ww� 3 c h. Or o Z Z 0 q3 I 33 a3 cnenvio ° C c,Q I o c m o =r CD H > d 4 I > > > c v; W ?: m m N N N a a Si z z m ° ° c W z H _O Q g 0 ? y W C .-+ � N. I c � a I o y o Da AZT 1zc: I c m a z 0 I Z M ° $ z I $ z W 3 m I v� m a I a F I U) n g 0 N 0 0 .Z1 cn to n D 0 0 y' 0 N N 0 ;u H H 0 D =gym 3c�.y me a =m 3c =5y' S °- C 0 a Q 7 a y (D j -' O O. a 7 G . y fD 7 c0 a0 :. 3 m. gam m a d g ,. ° m �oafD a y c �, -. O a # < � -o �g�• 0) < m m QC C� o Z mv_5• co 0 C D C m a Z a ° d ?ao ° o� c 3 3 °—' ?ao ° ° 3 — ��' m c' # (n N CD O N N '° (� N �p = N H m j c W 7 N 7 d _. 2 C w j N 7 Q 01 O C'1 p� 7 v 0 m ° 3° o °'m M=r m m y N y cp 0 O F d 5 m 10 ti a (D cn ccmzo FrnQ cn , odZo 0'3 �'bs, �' o ? F 3 -aam W c., CL ' 7 wm °3 n c o w m ° 3 d ° a C gnu ,'a o0o cn , o00 3 �N �'N. (�D N N(n 3 �N a N N g c w 0c 0 •= agog cmc to 0 = ° WO N I W °w � m3oWm �ooc; �3�3ow° ry a °v, a a °y a qb I ° -° 0 0 A I N N d0 a I `0 0 O O O O ti V I °° ° o ° °° o n N ° yp 3 'o m 3 • .. s. Z N p W • 0 N d H O n m � v m 0 N N m 3 3 3 3 m m $ a m o N p j O p o y j c p p o w CD o M I > > N o a > > ° o a N a m rn� m m 00 to w 3 a a c A A w v' v m cn z cnzD R . W US Z fn Z D D — cn co D �o D �' m D to m a ? c W 'ro 3 n a = a o D N V W o O N 0 N w 0 N N r' !mil I u�1 3 _ � • I 0 0 0 z z ¢ co a3 �i �o a3 CO N (0 0 wp G? C =i o v o v Cl) m vvv_°, d ° ; lu m m m 3 d m I � C > M a ,. z z m C W z O_ 0 p I ? y 7 � 7 m .0 Z7 C (D ° N C C J n 3 ° -1 N o y o D c j X �' ' A 0 3 CL I 3 0 I b m w z I ° ;* C 3 m z p I A m n q' n fpm p;om m C7 y m n y n fpm p�m m n D o me mn m� < m a o me d m m� S.m� m a I a0 0 1Cr MF (D ��m c a� � 3 � ay.m m cc c CD So ° m m �G) m a �° ° m m' ?G)�° cga w c �v�•mvimm_WC�p z mv� mvi�mWCma Z a 0 3 N ? C N S N N CD cD 3 N 5 O O N S d N N � CO � 7 m cr # fn fD 7 C < O= N p 1 O 7� `,' I G <D lC 7 ° ' W m n a 7 - 0 d c W 7 m 8 .!a CD I m�v o* ajai� m�v ofajai�y ti CA ?m .m °' m1 F y.� �� bn. a) rt I a� m f•�v 5 <D C y' o gp m cL fD c O 0 w n o c m m 7 O o w n $ C W S , S. E m 7. C fn — -i N 3 U— O— C \ •° d 0 O l � C 3 S N 1 �' u g N m 3 S N a m mcw ?ca� mcw 0c a+ aQoO N w ° 3 �° oODm ° w fD 3 tr ohm ~ a) m cr ��° a) m m »3 3�° N I a o a A �° 0 0 A CD N e�AO a O O O O £ N O p £oo O O � !v ►� PLOT PLAN PROJECT Rob W eldon DRESS 1961 Barclav St. Maolewood Mn 55109 NE 1/4 SE 1/4S 1 /T 30 / 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/18/03 BEDROOM 3 CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 30 IL BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100' Filter Zabel A -100 ❑ O O • B REH LE O WELL *H.R.P. Same as Benchmark SYSTEM ELEVATION /99.2/88.7/88.2 5' below grade Alt. BM Base of Walkout @ 96.5' 174th St. Vent >6„ Standard Biodiffuser Plans Designed Using Leaching Chamber Conventional Powts of Cover with 31.1 ft2 of Area Manual Version 2.0 6' Long 11 " 34" Grade at System Elevation 3 -3' X 63' cells with >3' Spacing 150 Vents 50' B- 50' B -2 25' ST Pro 3 10' 30' Bedroom House 25' 15' * B -1 Vents 14% B.M. Slope Alt M. 0 t Vyisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divisi�.l INSPECTION REPORT Sanitary Permit No: 420658 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. /(/ Permit Holder's Name: City Village X Township Parcel Tax No: Weldon, Robert I Somerset Township 032- 2133 -20 -000 CST BM Elev: Insp. BM Elev: BM Des nption: ! D D 0 ! pD v x,�ux W t_.ej TANK INFORMATION ItLEVATION DAT TYPE. MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /000, Benchmark b 9 0 b ! O LD , Dosing n — Q Alt. BM 5 17 _. O 1/sr 1 . r7 f ] Bldg. Sewer Aeration _` -- Z. ( OJS, Holding _ _ St/Ht Inlet -3 1 9y Z� St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Ve� Air Intake ROAD Dt Inlet LAS S Septic / " )4 1 �- n Dt Bottom t Dosing Header/Man Aeration Dist. Pipe L c Holding Bot. ystem I p� Final Grade rd Z PUMP /SIPHON INFORMATION •• 3 ' a Manufacturer Demand St Cover 3 T PM Model Number d� TDH Lift Loss System Head TDH t Forcemain Length Dia. Dist. to _e SOIL ABSORP SYSTEM 4- �Slz/ !� d CEf,(,a,� -- BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS N . Of Pits Inside Dia. Liquid Depth DIMENSIONS 2 3 / SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEAC Man��� rer. , INFORMATION Type Of System: S / / / 36 r � ! Model Number: DISTRIBUTION SYSTEM 0 , __ 04, He anifold Distribution / x Hole Size x Hole Spacing tt tt Air Intake / Pipes) 6'.5 � A /_' O' � 3' � J V eno 3 (I- . Length Dia Length Dia / Spacing a SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only wyvrdetJ Dept ver I / Depth Over xx Depth of xx Seeded /Sodded xx Mulched B /T rench Cen ! Bed/Trench Edges Topsoil Yes No Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / 7 3 Inspection #2: Location: 879 174th Ave Somerset, WI 54025 (NE 1/4 SE 1/4 1 T30N R19W) Rocky Ridge Estates Lot a Parcel No: 01.30.19.1181 1.) Alt BM Description = �' �V p � U',� V / � la � ¢ 2.) Bldg sewer length = (3j �A n N+ sys 1 - amount of cover Plan revision Required? I Yes No '���� (� Use other side for additional information. �! Date Inse ctor's Signature Cart. No. SBD -6710 (R.3/97) �. l 4"� • �� � tit �� 1 _ ____ ,�h �! �� r a e&v1 S► 0 N Safety and BmWuW Division Canty r W ml W. W A ve., P.O. Box 7082 �� C r �sc�ons�n Ma&wn Wl 33707 - 7082 Sodtay Fl itNumber (to be filled is by Co.) Department of Commerce ( 609 ) 261-6546 f Z� 7 S Sanitary Permit ApUlIcation Sty Plan LD. Number In accord with Comm 83.21, Wis. Adm. Code, maybe used for secoaday porpom Laa,� PvWct Addires (if ditfaent thin milting address) I. Application Informatim Pharse Print An Iaf MAR 9 200 '4 ! .7 A e N• A Pmparty Owner's Name , Pared # Lot # Block # S7. CROIx COUN i Y P Owner • a MolingAddress Property Location LV�5 V i C V4, section city, Stem Code Phone Number /✓ / e, r .� Gy[ ✓ �� � � � �a� T fi N; ��E W IL of B (cheek all that apply) «� p� S,, (o,�, . P taus. or2 Family Dwelling - NumberofBahooms I Subdivision Name CSMNum6ar / ❑� - Describe use fit_ �'�GL ❑ State Owned - DescrUm Use (2 1 X 9 3. IK_ s 0 citY 11 v WI ofS6�/x¢ UL Typo of Permit (Cb k odiy oat boa an lip A. Complete Mac B if applkablo) 2 • Z 1 3 - 2 0 -00c) A. AN.W Systan ❑ Replaasmcat Sya. ❑ Ts Wmg T=k Rephoemmt Only ❑ Other Mod c don to EAW-g Sysrom to New B. ❑ Permit Renewal Permit Revision GuMp of ❑ Permit Tcausfer List Previous Panic Number and Data Issued By &ThIfim Phmdter Owner N of POW TS Check aH that spubl ' ►� 0 14on in4mund ❑ Mound >> 24 in. of vAW& ❑ Maud <24 in. of soimble soil ❑ At -Grade ❑ &q0e Pass Sand Faw ❑ n Cmsauaed Wetland ❑ Pr=P=ced in -Qcamd ❑ Holding Tait ❑ Peat FHW ❑ Aerobic Tceatmar<Unit ❑ Recvathdmg Sand Fier of ' 1dyl�UN� Racirculaft SyMbdic Mom Ffiter ❑ Chamber 013ripLine ❑ CMM "1as ❑ Omer ( CWM) S o f V. hart � � A rm A Area Iaformation: i�gp plow (gpd) Desigs Soil Application Rat�ddj Dispersal Area Required (sQ >�a%1 rm / s �' ✓{ VI. Teak Info + is T«� N�mtber Mangy Prefab er Steel Fiber Gallas ofunits Con«ete Grt Aterr Fxhtie8 Tama T.ra Sepik ar tkNiagTaot se , AaalmeTcW xMMUuk Doi gtiamber VII. Swat - 4 tie responsibility for Mina of fire POWTS sbona err the attached plans. Phambds Na►ae (Print) =-W Business Phaue Number Plumber's Address {SU'at. City. Staff use Only 11 S>� Permit t°e Caaapdwaar Date Issued lsntia8 Agent (No ) DWWWVed S>� fw) p . ` ❑Owner Given Raison for Denial - 'ta0 M Conditim of Approval/Rem for Disapproval_ n �` y -- t ,u n cl K Attack cma tearPb=(totheCawriyaSW MW the 3 7 WPKaK /ti SBD -6398 UL 08/02) PLOT PLAN PROJECT Rob, Weldon A ADDRESS 1961 Barclav St. Maplewood Mn 55109 NE 114 SE 1/4S 1 /T 3 N/ 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE3 BEDROOM 3 CONVENTIONAL XXX IN-GROf, PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambe 30 BENCHMARK V.R.P. Top of Foundation / !/ ASSUME ELEVATION 100 Filter Zabel A _ 100 ❑ BOREHOLE O WELL IH.R.P. Same as Benchmark SYSTEM ELEVATION 90.2/88.2 5' below grade Alt. BM Base of Walkout @ 96.5' 174th St. Vent ALong Stan R;ndiffi,S _ Plans Designed Using Leaching Chamber Conventional Powts " with 31.1 ft2 of Area Manual Version 2.0 4 „ Grade at S ystem Elevation 2 -3' X 94' cells with >3' Spacing 150 Vents 50 ' B- 50 ' lV,ents / B -2 10' 10' T /✓ Pro 3 Bedroom 30' House 15 B-1 14% * B.M. Slope Alt. .M. 0 PLOT PLAN PROJECT Rob-Weldon ADDRESS 1961 Barclav St. Maolewood Mn 55109 NE 11'4 SE 1 /4S 1 /T 3 N/ 19 W TOWN Somerset COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/18/03 BEDROOM 3 CONVENTIONAL XXX IN -GRO PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 933 # of chambers 30 IL BENCHMARK V.R.P. Top of Foundation ASSUME ELEVATION 100° Filter Zabel A -100 ❑ BOREHOLE O WELL "H.R.P. Same as Benchmark SYSTEM ELEVATION 90.2/88.2 5' below qrade Alt. BM Base of Walkout Qa 96.5' 174th St. Vent Standard Biodiffuser Plans Designed Using >6" Leaching Chamber Conventional Powts of Cover with 31.1 ft2 of Area Manual Version 2.0 6' Long 11 " 34" Grade at System Elevation 2 -3' X 94' cells with >3' Spacing 150 Vents 50' B- 50' Vents B -2 10' 10' T Pro 3 Bedroom 30' House B -1 14% Slope B.M. E t. .M. 0 w+soonsin Department of Commerce SOIL EVALUATION REPORT Page of Divisioc; of Safety and Buildings In accordance with Comm 85. Wis. Adm. Code �1 County Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Pal I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Re 'awed by Date QQ Personal lrdbmwtion you provWe nM be used for secondary Purposes (Privacy Law. s. 15.04 (1) (m)). � , M 2 4 3 Property Owner Property location S�—ULl ��t. �3 T✓ F 114 114 S T3 N R E ) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1 F et �� L+' 13 State Zip CodV Phone Number ❑ city . ❑ Village 10 Town Nears& ^� Road d { WZ51 rr (6 � '* X New Construction use: (ZResidential / Number of bedrooms Code derived design flow rate ` r GPD ❑ Replacement ❑ Public or mercial - Describe: _ Parent material 10 Cam, ^ IL4 Flood Plain elevation if applicable ` %r � 7' l General comments tions: < �'� r O il, � �e�� c'� � n'3L 42 r ✓ ��6 and recommends / r �? ., / Z_ Boring C] Boring ®pit Ground surface elev. ft. Depth to limiting factor / � J in. Soil App Rate Hortwn Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *M1 '0#2 ©--i 7 id l� i3fC F J, 1z -1 3 ( L �° � � a� �, , -ey? F71 Boring Boring ImA Pit Ground surface elev i z ft. Depth to limiting factor X in. Rate horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Mansell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2 9-2 i r i /✓ :5 • _ > < and TSS > 150 ' Effluent #2 = SOD < 30 and TSS < 30 mg1L Effluent #1 BOD 30 _220 mgll rrrgll. _ � _ CST Name (Please Print) Signature 2 CST Number 5. krc � � i3 ; z d Address Data Evaluation Cor4ucled Telephone Number Property Owner Parcel ID # Page of © Ong # ❑ Boring JgLpit Ground surface elev. ' ft. Depth to limiting factor 4 in. Soil APPlicabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPON in. Munsell / Qu. Sz. Cont. Color Gr. Sz. Sh. •Efl#1 *Ely A 1 -1 1 a El # ° Boring Pit Ground surface elev. ft. Depth to limiting factor in. sal Appication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDflf' in. Murrell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring # ° Boring ❑ Pit Ground surface elev. ft o lim Depth to factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description. Texture Shvctuns Consistence Boundary Roots GPD/fP In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Effluent #1 = BOD > 30 _< 220 mg/L and TSS >30 1150 mgA- ' Effluent #2 = BOD 130 nV& and TSS < 30 nV& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777. 3eos330 to M) a Soil Test Plot Plan Project Name Rob Weldon Sha ird Address 1961 Barclay St. Maplewood Mn 55109 STM 4#226900 Lot 1 3 Subdivision Rocky Ridge Date 3/18/03 NE 1/4 SE 1/4S 1 T 30 N /R19 W Township Somerset n Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Foundation System Elevation 90.2/88.2 *HRpSame as Benchmark Alt. BM Base of Walkout @ 96.5' 174th St. 97' 150 95' 50' B -3 3 , B-2 50 93' Pro 3 Bedroom 30' House �• B -1 14% 1 B.M. Slope Alt. .M. a� a v 0 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use alternate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715 - 246 -4516 St. Croix County Zoning 715 - 386 -4680 Pumper Tom Mondor 715 - 246 -5148 Shaun Bird #226900 r - Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7082 S%, Sconsin Madison, WI 53707 - 7082 Site Address S� Department of Commerce 7 Sanitary Permit Sanitary Permit Number A 2 W' . dm. Code personal information y provide n (� In accord with Comm 83. 1, is A y p !% � ❑Check if Revision may be used for secondary purposes Privacy Law, s15.04(1)(m) I. Application Information - Please Print All Information State Plan I.D. Number � IA Prope caner' Name � Parcel Number o3Z -Z/33 20 -aoo Property Owner's ( Mailing Address Property Locati `i ;10, 1q, f18t Q (� 9_1 LC tk 14: S J T 30 N, R, City, State Zip Code Phone Number Lot Block Number Name CS Number l� e�3 kO9 V Sl , I 'A 13 '7 II. Type f Building (Check all that apply.) -3132 / City 11 V 13 1 or 2 Family lling - Number of Bedrooms ❑ Village ❑ Public /CommeTel scribe Use A?Townshi ❑ State Owned �i Cliyw � (��? Nearest Road al - 8re� st !v clt, 6_ s 3 / 3' III. Type of Permit: (CheckX (Check one box on line A. Numbering is for internal (Complete line B, if applicable.) A. New 3 ❑ Replacement of 6 ❑ Addition to Sys 2 ❑Replaceme Tank Only Existing S st For County use nt w B ' ❑ Check if Sanitary Permit Previously ued I Permit Number Date sued E=410 ll t apply. Numbering is for ' rnal use.) 1 ❑ N 47 Filter 50 13 Constructed 48 Single Pass 51 ❑ Drip Line 45 ❑ At Grade 46 ment Unit ❑Recirculating 30 1 Other V. Dispersal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area )( lication la to Sy le Grade Required Proposed s. /Days /Sq. .) h) levation Goa 8'g I VI. Tank Info Capacity in Total Nu anufacturer b S' Steel Plastic Gallons Gallons of vjl�1 _ /.� Constructed lass New Existing H S' Tanks Tanks ;Septic r Holding Tank Dosing Chamber VII. Responsibility St atement- I , the unde ed, assume responsibility or ins a POWTS shown on the at hed plans. _M ale umber's Name (Print) Plum s Signa NfQqPRSAum Bus in ber En G, alt 7-7-PI-7 2 lumber's Address (Sheet, City, State, Zip e) Z6 i 70 KO (P U& r����,U� � 3 I 0 ' sT e w� VIII. Count /De artment Use Qffly Disapproved D Issue suing A nt Signature o Stamps)L Approved E Owner Give tial Adverse Sanitary Permit Fee eludes Groundwater XV Determinatio Surcharge Fee)ZZ S �✓ Z3 �9iV� IX. Conditions of Apprj&Reasoris for Disapproval _ &" IT m s ; e unto on1 for the stem n r not ►e^� 8112 x 1: in siu r a� s"a.Ytar mat` �- zc: -�-t" t� v>° <�s � s°�e Z��c,c -t✓ (c, rum �d caul „ �a 20 " - � SBD -6398 (R. 0� 51 01) ,. .- �,• , , ,. . µ"ms`+ ; . � ` ' ,A.c : c. ;� l � '� a� 4 s,' ct ,'� !�' * . r IE A Is MAW a i 1': ■ ■ i '�,�♦, � *��' � '� ,�r: 4 � ��� ' w , .'� � r 'f r r .: 01/23/2003 07:47 7152687080 GILLE TRUCKING . 03 (33 /12/2002 05:50 E1067859��N .7K G I T rgq M,+ SEPTIC 'FANlt s' PU P Ct�4lMB R C OBS s C 1 ANA SPECZFICATZQN WEATHER lank swal. tQ==�'tr4p in, 16) JUNCTION BOX APPROVED W IT1 . 2 01QUI x wf p�LOCK � 6 WARMING 1,4REL P THISMtp GRAD1 INLET ` GAS- i WA TER TIGHT SEALS "'� TIGHT �+ PpROVED A SEAL ; 410INTS •M" F r l ft -�-- + H APPROVED PIPE 3 ONTO APPROVED t-u"6 -f i s SOLID SOIL PIPE 3 140act sp ° R i + ONTO 504TD OFT �� RISER EXIT SOIL PUPLP OP EL.EV. FT. pI?RMITTED ON A IF WANK MAXVrACTL%F -R HAS APPROVAL J edged mgoor Anne with Product gLpluiov'B,I. to d84 C mru 84.io CONCAZTE PAD 9 F.CIFICATIONS SEPTIC / POSE /�$� 7sb INI�S�R DO$E$ PER DAY s TANK HA1sl)FACTUREX . �_ . - �_.. SEPTIC 12 SO GAL. DQBE vOIa�JHE rwwBAcY 7 . . � 0, �-- GAL. DOSE GAL,. FLt?WHAUK= _.L - - ALARM MANUFACTURERa l CAPACITIE A � - ��I1�C14TS � y� QA MODEL NUMBER : w 8 c 2 INCHES ¢ •3 QA g'WI'X`CH TYPE: _0*4ac— � C a /� INCHES �• / G�+ PUMP MANUFACTURER; kSODEL NUMM : n -- -�._,,. D to TNCH'ES SWITCH TYPE: REQUI = DISCHARGE RATE ' GPH PUtriP C ALARM WIRINA AS P� OUiR F ��� w M A I VA D F$I�T CAL DIrrp- 'RENCE stTwE P EN PUMP OFr AND DISTRIRU IQN VERTY RIPE . E £T + HINIKUM NETWORK suppLX PRE SURE FEET + Gas L'EET FgRCEt ATN X ,� P'P�IQO F T TOTAL HrAD � 23�; EET INTERNAL DIHL'NSIONS QF PUMP 'SANK: LENGTH WI DTH___; LIQUID 13 RPTr',_,,,_......� 01/23/2003 07:47 7152687080 GILLE TRUCKING PAGE 04 I a Ins r •p Mo ' p 14U/4 4O OFFLUEN7 AND {>l VATMMD Ft. YsMNS r•qb Ltl r. 4t > J a tN 16 011W Me 20 140.4140 11,W m% I!r ^ 11 IA 1sT as >tp 0,14 40 to d - w iN Itl,OY � U►, AO T$IY tl -I•- S Lob WMo 4v . ....... re TN— •., u •.• Oyu •' 1 1 3A !t W �0 tltl (10 30 tlP 40 110. + t, an tetl '100 �ptl" FLOW P& YV4uT6 clam [i 5la I I ua ew' I' �r • 1 CONSULT FAC "IORY FOR SPECIAL APPLICATIONS • E1wWuWaitbrrwtlon fb rfuplaxuy: nlrrra ,aree*vftieartdsuppliedwith a a alarm. MO2haitlrtalallemtaiora, k4upj" 11V AM AM evalablewltharwiftut -; Worms. 1 .,... . • Con!rui Wen sptsms fin 1 AiMa kar t phaua pur used bt simplex ( } +r • w oystarn. See FMQ? 'X. '► "• != �T,mws • VBdable lavol aorlllmi washes are a�731ieb!a for clarrt+vlltr� girpla phewa ss►xEsa'ne, flowl tlq�plSgy6aakvartaf� +�fevelural�rRcheaere 61 ®1t�rvntftibie SIt NTIORt4llt2% (sod bm oyde mr4m1N h. elnplA plypgtr�ItveApbls leu®I pUttat�gtulto alJtlhGrplgpybaokv eh181eVU) �teled QWllp C l!< eWdliel l� urrfelflf iti t(iattnna yes pM142D. Anal t1WIWL NOW ID F"77. 77. • ellf8r 19tleF. (54"Cj ep��c CAI quty� �: n rogt>bed Z MWmrildtd oft M4%k 10110 °r2 ar itt• )D A& • Raft to Pm fins ft 2m F. epti@ -m jar& a. 8rm FAA 2 for Imlrent modal of 91KWoW A& w s4• *. 4, Varflablala4NCOnhda +h/W��ti:ttredau: rair(deraqustal'aPsogydupl�C (A)ar(4)flu1deyAWuL y40 '3i a. Fm(4) npnl�pu09Mbn& b• •lt m1mWunorv4m44rlal"Aw • b: n e 4 3adtl6 - to Ibx WS.F• dr 2 pulap IJgarlapt m 1110M M of •P"' :iv ". t� or — for If ll l'IfGAV qri 64 i t6ntdeMalianalFpitdtwks�t1 tlltbetaq 1140 i _ �_ a as NuMrlaad lido Allc Tlbl/Ib0 aTd ei>s Im " eu► taw rf1el Mush ush IE t tmda pq ad Nw '• gou4YawuYpwuuwal ,�lgd►wlrrWWqu�a�a/a4WUwro MUdril9tllMagtur111NOM1�1h1iMW�M9eri rl4Nt oubm"W wdmomm � aqua pglMa, RESEM POWERED DESON Frii unisial mnd>notle a t'aYt rlre &BUY haft to otigl *WM kft 4ha deelgn of ev ,Zo e°ur pum 3- IIMI RA L 70; F% SW ter r� A OW SM 8191H' HVIN4A or . 01/23/2003 07:47 7152687080 GILLS TRUCKING PAGE 01 Gill ,r TWCftNq W� N INC 372140'" S - rREET AMERy, WI 54001 PhONE: (715) 268 -6637 FAX: (715) 268.7080 F ax To: From ((/ r Fam Date: Phalle: Pages (includes cover): Re: CC; 0 Urgent 0 For Review 0 Plassa Comment 0 Piesse haply 0 Please Recycle •Cornments% ST. CROIX COUNTY WISCONSIN ZONING DEPARTMENT ' ~ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 Phone: (715)386-4680 Fax (715)386.4686 To: hAi �J( / l 1-4e-, From: Fax: (— •7 / 57 6 f - 7 0 S Pages: - 2- Phone: Z (p (Q - Date: ? t 0 3 Re: cc: I I ❑ Urgent Ell for Review ❑ Please Comment 04 Reply ❑ Please Recycle • Comments: A-� cum V `9 3 gr 0 CGa - �'LLlYyt 14 D K s s u /1 i ■ � _._._ vim■ ■ ■ �`a■ r OEM ► ' ' „ , . . ,s Ap 40 '•`vim - -, ►ii +ofa�d ♦ r iii ♦i:�� ♦i , ♦• . ♦. •:ice♦ , � i �� i � � i � ifi ♦♦ ors-' P - a► �Jf•� - Eli 6, r ♦ ♦v1 / >r%r 4 �yr ►Ri ff ♦ R�f br •{ ♦bf1F♦ � - f >• ♦ ♦ ♦� 1 ► F { A� �}� �Q♦ {fir -�� b > ► !.o� ♦�'� vat ia,�;•o�'D'► ♦ �� o i „ It#IC'I ♦o....oe,..�o'foa• �•- '�� ►'� i O'�S.- ,.•fo�•O.', /�- i� �• ..y�ft o O Ol-t•t ♦..O'► '� ♦ �.. .♦ ♦ ♦ ♦ 0 f ♦ ♦ � •1 ♦ r ♦ .... .r ► i�4' `w...`li - lY +: � "" t n v / t f . ♦ 1 ?.• ♦. ♦ ♦♦ f ♦ aeV{17 ► f ' �r+;hr+t'� ♦a:�.•..v� � ,!♦7i fl► f♦ fl ♦ ► a � .r ^Y+ `v w y . • ♦ ♦'Y ♦ ,� jay '►♦♦ ♦ � f C f w ,` � w � ♦ f f ♦��•� ♦ • ♦ ��1�Ir( i �••�, • °ti.. �l� ` 'ct ' � R.O b.. � � . �i f 1 �., ►1 O e , ♦ f �N f ► f • 1 i f . t `Q Oeoi ♦i`, kA iw. o . < + os� ♦ mo ♦�� "w�. 1 ♦•i >•j�� ♦4 ♦'{+�ffR I ti►�� ♦o♦�►` -4�=4� `. ti. • � i � � � t ' �r � •If1t of♦♦ �1 ijl�b • �•♦��� a ♦♦.;► • fi °♦ti• • J ♦ V 6 � f' f `�, ►1 i . y • � `Cti X�i R J e t ♦�•:.: �► • G'�i• ♦i 'v': iii.. ♦iii ;,w�'' ,,,�,� ''fit ► � w;s:+' N S / =y Cap CB C t 11 Q l fit'` w ��... /06 ur 7 4A I 1 f' I I I S n , l i I r I i i I I i i i _ ._ I ._ � I i �_ _ - I I I_ I ' i i � ,. i t __ I f __ ' � � -- �, _. I i � - r- '� - � �� I � � � ! I I �._ _ '� �� � ! ' i I I _ _ - � - � _. � _ _I I i � ,� �� _ _ _ i (_ � � � i � � � _, i __ _. _._ 1 '� �, I i I _� _ � �� � �- � i I- -- � _. I I i � ! � � I � � I I I I i i i � I ,, � � � i , i .. � � �; � i � � -�- - - ��- ,. -- .. '� t t � � � : '� i � i � - __ _ � _ _ _ i �, � �� i r ' � ' � I I � � � I { i i L I i I � i � I � ' j '', I �' ! � i i I � _� I I � _ L . L .I i � j I � � � - �. _ �� � i � i � i -- i _r � I I i _- � � - - i � � � � I �� i I l _. �� � ,' 'I _ _ i � � � � �� � � I I_ � I � .� ' i I �� - - - � = � _ I �� i � �� � � I I � i � i �I � � ' �- � � i 1 � - - i � � � i i � � i � I � __ i Y f( i l r '..�. ; y'. • . ; •,\ l :. 5 ...... -• " i it \� < h `. �Y r' � „~lam ` ! r ,: , � � � ,� , fit_. ti 11••1 .� 1 flING 17 JLA { �` ;•' s � - - - >�'} �- -�-r�� t 111 7 1., .- , � 23,4 \ ''1 - - - -• ,,! .� ,.= \ 4 � ��% ,p� 1 wY r , �'° .._. — ., ..�,� \•- 1 , 1Fp - 1 xxx:yx_) - 40 F y,. • x. Y • [ ,.1 1 � wv ' � n x I� , `. ? max. ^9 \ ���� f .: <� . • r �-� i , .._ ._ . -n 1� 7 . �(,�, f � ��- ! / A /�r , • � I � w' vn JI •'� �ti � _h '°.�:.-._,,,_,�. - t{om; s. -'- _ , r , X 1 jr 1 7 t au Y} „ !fi / A S.. '\ �''... .. ' .! `� l �� , , '^"�w '�== y�'�p,��^ ".�- \ • f 6 r { ,� \7.� x� ,x R � � ,�.. N X ! • I �'� ��!', \(�n.� i.:� ! -te �"i� J' �. i r . �'r'�- « X '�.'h��\� f,�,� � .� "t.- ^ !�.'i;:: � . „1`r% .:•i ' •'' ,.++:� «rte - 'y :✓" .� - ` 1 �' ,1:�' ~!�`��;c �k�� /�- �.,��r �re . a x �I` �i !- A / ! .v^`' / •j!/ i ce,, , ��- "�. - -' \ � \ V� «^/"'- '� /�'�X> ��'ti y ./• + r'.rf"; Y:` � ,.e J� . %'. � �.�' '.," � -- ..-,,,,• +'� r ,\ `\ CURVE DATA: 12 55 54 a Wisconsin Departmerft of Commerce SOIL AN D--SITE EVALUATION ' Division of Safety and Buildings Page _L of 3 Bureau of Integrated Se ices i in accor andgg with s. ILHR 8,3.09, Wis. Adm. Code � Attach complete site plan on paper not less than 8 1/2 x � t•in6hes in ��. Plan ll�ust County include, r ud but not limited to: vertical an horizontal I ` , d o onta refergtjge point (BM), duection•end percent slope, scale or dimensions, north arrow, and lo=catpn ano¢istance to nearest road. parcel I.D. # '3V' 2 1 33 ' APPLICANT INFORMATION - Please print ' an' ^� Reviewed by Date Personal information you provide may be used for secondary pump Pro erty Owner pFpp�r7)�,t ovation CC Sfi° f z? l e �� /SDr/ _.L. . ,Qvt. Lot NA 114S�C 1/4,S f T Q ,N,R 1 1 E ( Property Owner's Mailing Address Lot # Bloc # Su d. Nam or CSM 17-3V 0c, IT 4S 7 t O City r n State Zip Code Phone Number /E'Gv c ht uae[ to ��17 (7 /�) 2�/6-S�7s" V ® N earest Road Town �� New Construction Use: .© Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd -7 Recommended design loading rate 07 bed, gpd /ft 'o trench, gpd /ft s� bed Absorption area required 8'2 , ft 7s trench, ft '8 r �} Max' m design loading rate -9 7 bed, gpd /ft trench, gpd /ft Recommended infiltration surface elevation(s) a�J - 6, �� //d .d '- (as referred to site plan benchmark r� Additional r design/site considerations 0 Parent material (� 1 ` [ C / al 19 2 a n'el � 441 4 0 0, , 4 Flood plain elevation, if applicable /f' ,�/ r9 I ft S = Suitable for system Conventional Mound In- Ground Pressure I AT -Grade System in Fill Holding Tank U = Unsuitable for system ® S ❑ U ZS ❑ U ® S ❑ U ® S ❑ U ❑ S ©U ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench -Ja f0�' C w 2171 y ;_ ,S_ .......................... g Ground 3 y9 7Sy1�% /V! S� O /n` . Y 1 r I �V 9 ft. Depth to ' limiting 110i fa for h2.g 3 S I in. Remarks: Boring # 6- /D m h N4 J L /m sbA Ol ai<- c w 2 m ?4 lnv�A m -"/ cu i m .2 3 Ground n. i Depth to S e S 6 limiting ��� in. Remarks: �� 3. L ' je I' CST me (Please Print) Signature Telephone No. ri Gt i1 J' � arn e/ / �� 715 z �7 Address qy Date CST Nu b r PROPERTY OWNER ►� Ll SSe l� /� / e f &xO ,�SOIL DESCRIPTION REPORT Page Z of / R PARCEL LD.# v 32- 2000 ~ / U L-o 1 ,.,[. 13 Boring Horizon Depth Dominant Color Mottles Structure 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench �c� m .2 3 Ground d' y l � >6 /� S Il�sbk f�1 >< � C 6 -- Y V t O (� L10 ff. O M S 6h L. . Depth to 4 ^/ limiting r �� 6 , �` 0 f t r in. Remarks: Boring # /off /yA C V S 2 j� Grrou �. nd 7 Z -9 � Sf/l �f /!� � d OMS M& I 1 1 b ft. Depth to limiting 2_n agt� r `77 in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # - �� %Z 14 �1. ' / J d� /tD f✓ C 2 &) `Z 'lO ?- /liL I L T 1Ok. ltl ✓ w /'► .2- e� 3 3 /DyR / / / S . � � yy � � Ground 6 - 19 S�iQ �6 1Y4 S�9 5,9 rn Depth to C L",: 0, limiting f l' fad 1 —yin . Remarks: B # I Ground elev. ft. I Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) Wisconsin Department of Commerce SOIL AND -SITE EVALUATION Division of Safety and Buildings Page L of 3 Bureau of Integrated Serices in accoat cg'With s. 1I R - 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 xII in ;Plat, fiust County include, but not limited to: vertical and horizontal refer;] i? point (BM), directi'on•and percent slope, scale or dimensions, north arrow, and lo anO nce to nearest road. �sta Parcel I.D. # .a?7 _ih Q3Z -2t33- APPLICANT INFORMATION - Please Print 1Rll.informi #jQ1k Revi wed by Date Personal information you provide may be used for secondary purpo�eS Pr rtyOwner r .Pro' rt ocation G[ Sf, �� �L° fe /SD•�! _- :'Lot AI� 1/4 �� 1/4,S/ T Q,N,R 19 E (or 1�N Property Owner's Mailing Address Lo # B Su . Nam or CSM /J City r State Zip Code Phone Number ❑ City El Village E9 Town Nearest Road ffr�y �h u�� toy, .�5�/7 56n S New Construction Use: 8 Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow � gpd Recommended design loading rate 07 bed, gpd/fl 'g trench, gpd/ft Absorption area required bed, ft /s ` 7 trench, ft Maj!*7 m design loading rate -F7 bed, gpd$ '� trench, gpd/ t Recommended infiltration surface elevation(s) 1.2 -S — / ) / .0 (as referred to site plan benchmark Additional design / considerations 3 ) Parent material 4 [ � � 2 7 6'7 92 a "'e"Y Q L_14'**7 Flood plain elevation, if applicable !►' ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ® S ❑ U lo S ❑ U ®S ❑ U ®S ❑ U ❑ S ®U CIS ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench -/a foy a /oJR � *4 S� /tn.rdk � Sr /)?u r Ground 3 y 9 1 S/ �/� ��P �1�1 S iY L — tl-� • . O POD ,, Depth to _ C-cr + limiting fagtor 9 � —in. Remarks: Boring# 6 - 10M h IV 51 I m 5 P aF� c 2 1 , y z pe . kd. CP Vol 0 Sq fr) L /rh ' & M,^ Ground Depth to m - ! _ s lie r idng S Gt.e�S Lo b e ' M in. Remarks: ,1 pD� G, :� 3. S� lye�•rt Su -.2t/ 4o 14 - , 7 CST me (Please Print) Signature Telephone No. 5 i j;61,1 T 7/S 01 Ad dress D ate 2Z S I3 � r i _ K" -_ , itt �{ 7 i I 1 ( I C5 h 61el!t t�'o�he� �iL ,/d� j � � , 12ck /rr � �' �t t 15 /f/o we5 �L 6 t4 f /: p , sots or�,►y I ct r _ 1- -- i i - ----t- . jj 1 ; , /Ae Lil i 1 I I } I i i ke r I rt , i �. r i i Gea i ales r � - I r - - Y � , r r (( - I I 1 I f j . I a r �— 1 ! i I i 1 i r / h t S A �, 111'.If/19S Mp A.#117 11y � ^ +' i4-� . - --r -i 'p�'�b � >�� t, -� -rt t s L -- -_• � ��.$ /!7111 -- 1 1 1 1;1; 1; `% 4 r 1't 1 � ']� , � '1 ✓1 1 1.� ` • .M . � • 41' lh ;�` 1 1 ! 1 '', '' 1 /�'' h } y 11 1 ' ('1y 1 ,•. "" / ,, 11 �1 1 ! 1 � 1 1'1 1' 1'Iry1•! 1 Y1,� ` f ., r j '1 1 1 off, r ,' •1 1 •`, :.. 1 1,1,1 1,1,1,14 1 1, ,,; � ,,';'�.�' yw .. , ( t '. �, 1 I ,1,1 N % . is 1 1 111 1 1 1 1 1 }1 rl / 4 I ' 1 1 1 1 I 1 1 }1 11 1 I l d 1 1 1 1 1�1 ►,4l 141 1 I/ t Y 1 1;1 1 4 1 111 1 1 1. 1' 1 1 ' M 1 11, 1,1, ,1 4M � - !r f' }h� Ir ✓11111 },r, 1,r,1 ,1,1 1,.1 �,� ( 1 1 1 1 }41 � * ,f 'i} i'1 141 ill y J`. , � i'} / '1 }'14 'Ih'1 � . y ,` ;• ( 1111111111111 1111 �. { 11 {1111111,1/1 111 + 1 + 1 1 1 1 1 1'1 1 5 `. �. 1 1 ,1 ,1,1,1,1,1,11 1 1 N :� �'• ' ` ' 1 1 1 1 1 4 1 1 i l l r T I .' • 1 I• III I III { 1 1111 1.1111 1 11 II,1 1 { J 1/ 1 1 1 1.1 I 1 4 1 1' ` Mr• I 1 !•1'1'1 1 , 1 x'1 I 1 1,1,1 1 1,1 1 1,1,1,1 1 ' '1 1 1 �`�r :. ! } 1 � '1 , / , 1 , 1 1 / 1 1 1 1 ; 1 , 1 1 '1;1 } ✓1'1'(11;1'1'1,.1. � . � S f 1� i A t1 1. ,111 1 1 I, M, r, 1,1,1,1 1,1,1, } }' 1'1' ✓1'1','1 1 t 1 1 1, 1T1r ►11111,1,1,;,1. i 1 , 1 , 1 }� I , F ; i ' J ` _ /�{ 8 .. { f' , };,1 }, •; r j ti ' 1 1! 1 1! r ./ }1 } } }1 - 1 I; � 1 1 1 1 '/ `, '1 }'r } ! �e *. • y .l. �<n �, ! � • 1,1}1 }' }:11 }1 � I •.� ;,11I1r11' ,�/ Y � 1 r � f'� 1 1 1,1 / • 1 1,1,1 I,1 ,{,1 ti 1 � tP- fff �. 4'€1 11111 I ✓ + 1 ' ' "; ✓I '� \' �:{ •/ Z - 1 'r M I 1 1 ✓1; M ). 1'x I ,1 1 }1,d % i 1•, .. 11 1 • 1'1 ,• }t;l f r�� � � .1p ,1,1'�iY ' }t .! 1�1� /1 _, It i � 'I 1 1 / }I }1 � 4 -� � r � 11 1�1 1 '1 ' . x . % '!j4y; r.;Y O `, i ` •rrt �! ( + 1111 � ' / 1 ,,,, ,,, I, r. �,� �,� x r t, ( 1 , 1 1,1 1,1 '' f t; Y} 1 1'1 '1 l , 1, ! 1 1 1, ✓1 1 ,1,1 ,I' � , 1 1 1 1 1 1 1 1 I r:1 I 1 I I ✓1 1'1 . �, ! 1 1 1 / 1 � 1 �1 1 3 • � � , ' } ; , , 1 1'1'1' ' 1'1'1 ' 1 1 ' w 'r .r'� � t 1 1'1'1', � � ,•+ .. 1;1;!.1;; 1 11y }.. \\� �, .py . 5 1. �1 1 }1,,1 };1, 1 ,'�f e' �/ / ; :I r � y ;�/ �� � '� `• ,:�} '1 } 7 1'11'1 ✓' ' ' � {1 i`_ / .� ? TT �� I r �' l r' �� qqt 1 1 ,� 1111 .! M f. • f , ` =1 '1 t J t t' 1 1't I} 1 } } ' ,1 }J 11 4 1 1 1 I 1} 1 hl }I, 1 1 11,- 1 1 { 1 , 1✓ 111'1 1 1 1 1'1'11111'1' 1 } j 11 11, 1F '� 111 1� 1111 M l l l l ,,,% 1 1 1 1 1 I h I l 1 1 1 1 1 �/ , :. .� .� •�. 1 1 / 1 I 1 � I 1 ' '1 1 r; l' 1'111'1'41} rJ t . ,", 11 ; 11' �� 11111 1 ✓1 P:' '",q . 0 Mt ,11,1 ' rf `� 111, 1 1 ✓, } 1,x,1 r � r l . , �, I 1 \ r 1 x 1 11 1 1'11 1 p a ,./ • ^�� , , I 1 ,1,1,1,1 1 1 1! 1 1'1'1'1 1,1 1,1 1 � � 1 1 1111111 1 1 %A'1` i �ai ,x .� •. ` ', r 1� i � 'OY ,, 1 1'1' 1.11'i'I'I +, 1 .1 1 ;1 }i, 1 �'� • 1 1 1! Y/ 1 1 1 1 • � " r�h � x •' A ��F}•'+.' ".:, �. I� . 11,11' I( 1,111,,,11 +i 11 1;I r 11'}!} t` : 1... /� �' �. • } 1'1'1 1' !{A ; 1 11 ' . .. Y, 4 1 • ` + �' 1,1, 1, I• � I lIA' 1 h 111 ! 1 1 1 1 1 1 1 1 / 1 1 11111 11 p 1, I 1 111 ,1,1,1,1,1,1,1 * ' I r 1 1, r 1 '��` ' '1, ✓1'1 _ I ! � 1 .5:: ' - 1 }I; }I�I'1' I • '1,1 }1t111 L/1 1 � I %� •� 1,11 r ' .. 1 � S ,!,•�M r � � _ _ / ! 1 � e• . • •� : -% '1;1;1 1 ��}�1 ,,',' 1 - to Ir' 1 1 ' #r r• w off r y 1' t � I � 1'1 141 1 14,1,✓/, 1 t� w ' , (�'. r 1I 11�1�;1; ' }x11 1,11 11' fi w 14 . r y�( ±P A 1 1 l,l,I f, w' •1 »... »• • «.•• Il »••...r• .»• «r«• «r« .•«\ .. .... «l.. : ..0....�...... ...«..rrwl..:ww w..w.. 'fir }h 1x11 3 .. 1'r 1 11) i ill 1�1'1'JI o ff O 1 :fir m r v . -�.. �....'"1•�:3 �5" X1 t 'oa►- ..r.......�,:.:c ��} ! �'-- •�- "- �a�1111 .n/l ,t�.'•A�-- 1 rii g Js.'f'wms tru a Mr is lei saM -ov a311cc ice, : POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pa of • l � FILE INFO TI 02 SYSTEM SPECIFICATIONS Owner Septic Tank Capacity 1z6 g al ❑ NA Permit # O Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer 13 NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units ❑ NA Pump Tank Capacity 57 gal ❑ NA Estimated flow (average) al /day Pump Tank Manufacturer !: -t ❑ NA Design flow (peak), (Estimated x 1.5) �� al /da Pump Manufacturer le ❑ NA Soil Application Rate /� _� gal/day Pump Model ��(� E3 NA Standard Influent /Effluent Quality Monthly average* Pretreatment Unit U41A Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD :5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solid (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average =n-Ground Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal C oliform (geo metric mean) 510 cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: El ea�� J (s) (Maximum 3 ears NA 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: 13 month(s) (Maximum 3 years) NA year(s) Clean effluent filter t least once every: ❑ month(s) ❑ NA rg year(s) ❑ m th(s) ❑ NA Inspect pump, pump controls & alarm At least once every: 2 - ear(s) Flush laterals and pressure test At least once every: ❑ month(s) year(s) ❑ NA p ❑ year(s) ❑ month(s) Other: At least once every: ❑ year(s) ❑ NA Other: ❑ NA 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 (4/01) Page Z of Z � START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater 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 avoid this situation have the contents 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 normal 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 down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream 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; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, 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 pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: 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 and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to est3blisl1 a suitable replacement are Heplacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the f fled POWTS he site ha not been eva ated to identi a suitable re !acement area. Upon failur of the PO TS a soil d site N e %e aluation m t be perform to locate a s 'table replace ent area. If no eplacement rea is avail le a holdin tank /k r ay be i nstall s a last reso o replace the iled POWTS. fl ❑ Mo d 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 INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone 6�, 3 Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name 2 0/!rh Phone Phone ?/3- This document was drafted in compliance with chapter Comm 83.22(2)(b)0)(d) &(f) and 83.5411), (2) & (3), Wisconsin Administrative Code. ST CROIX COUNT) SEPTIC TANK MAINTENANCE A GREEMENT AND OWNERSHIP CERTIFICATIO. -1 FORM Owner/Buyer Mailing Address 1� i :� �c�� �� . X11 �, w � r,' -vfi q . Property Address I �� (Verification required from Planning Department for new -.onsttuc City /State Parcel Identification Nut:tber D 32 LEGALJIESCRIPTION Property Location & '' /,, SZ '/4, Sec. T 2 N-R /�9 . W, Town of 1 Subdivision c_. , Lot # /3. Certified Survey Map # , Volume , Page # Warranty Deed # 1!� Y'Q g 7 O , Volume �0 Page # Spec house O yes 0 no Lot lines identi; fable L_J yes 0 no SYMM MAMMANNC Improper use and maintenance of your septic system could result in its pre }nature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed bl a licensed pumper. What you put into th system can affect the furiction of the septic tank as a treatment stage in the waste dispo al system. The property owner agrees to subunit to St. Croix Zoning Department i certification form, signed by the owner and by a tnasterplumber, journeyman plumber, restricted plumber or a licensed pumper ver, tying that (I) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if neces cary), the septic tank is less than 1/3 faU of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of N � tural Resources, State of Wisconsin, Certificatioa stating that your septic system has been maintained must be completed and return .-d to the St. Croix County Zoning Office within 30 da of three year a piration date. SIGNATURE OF APPLICANT / DATE ements on this form are true to the best of my t our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register � Pf Deeds Office, SIGNATURE OF APPLICANT DATE Any information that is mis- representedmay result in the sanitary perrnil being revoked by the Zoning Department. " *• " *" Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if refereno is made in the warran ty deed 01/08/03 17:32 FAX 17152467227 HALLE BUILDERS GILLE- DENNIS [ij01 V 1904? 473 u STATE BAR OF WISCONSIN FORM 1 - 1908 RAb W 7?ILBEit H7 QD WARRANTY DEED REGISTER of DEEDS ST. CROIX Co., IrI Document Number RECEIVED FOR RECORD This Dead, made between Timothy A. Riamenschnsider and Karl 96-95-2002 9:3e dl! Skoolund ngle si , Grantor, and _ Robert W. Weldon and jUsha E WQIdn h Webanda rt�+� , Grantee. i� Grantor, far a valuable csrtelderatiort conveys to t3rarltee the fallowing Elm It described real estate in _ SL Crouc County state at RIC FH6 s 11.00 Wisconsin (the "Property')' ?RAMS. : 179.70 PA Y GOPY DT s Recordln Argo Name and FIRST NATIONAL BANK 109 E 2nd St PO Box S9 New Richmond. WI 54017 (PU�1 Thh Is nat homselaw Lot 13, Rocky Ridge Estates, SR Croix County. Wisconsin. Gsl (m net) Together with all appurtenant rights. Oft and interests. None Grantor warrants that the title to the Properties good, InclWaSsibie in simple tee and free and dear of encumbrances except Dated this day of (SEAL) (SEAL) Timothy A. Alemenenneider Karl 13ko un. (sue-) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of 1AMconaln, JUUE A. WILSON � i 8r. Croix County aud�enesated �rt1A1 tNOnT— Penally came before me lhi� a of j_ L�' = the above named ' & ftlemiWilitinelder and Ken Skoolund. Simla to n1e known to be the person who executed the TITLE MEMBER STATE BAR OF WISCONSIN bregift Instrument and acknowl s the same. (if not, ^' y5pv� authorized by §706.06, Wis. Stale) r l THIS INSTRUMENT WAS DRAFTED BY N ubrr- State of Wieconaln Coldwall sinker Burnal 1301 Coulee Road My commiselon Is permanent. (If not, stale expiration date: Hudson, WI 54016 #1 . j� C i�� 2 -26377 (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of rsorm in cs muat ba or below their sl nature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co. Inc. WARRANTY DEED FORM No. 7 -1M MllwsukN, Wla. CA TED 10 T ► ` P( ° BL /C ► 1 � ti S - 250.43'__ - - _ -- THEFT 55.95' - -_ -- - O _ M - - - - -- N ` ► -- 230.38' -- ► 992.74 q�:. rl � N I .......... ► I .... .; 'I' I N• 3 I Iw L , I p Ln A 3 �' Cn 1 N `V � ► ? /f C4 ` co ( O Z I \ VI N87'01'55 "E N DRAINAGE %\ ►_ + =�u j NIA , �N87.01'55 "ET • 104.2 —? — n H.W.L. EeSEMENT = H.W.E.- 96 LT I 79.44' / G� � < ; EP E �i � � r N i ' � 4. ��. O 13 r Q h M r co�� N� L1`� 6 a1 120.�i . . 219, 838 4. FT. � �. ��. 6 h r. �, O 10• ► i 8� o 5.05 ACRES �o o �_� go �. 3 MIN. F.F.E. = 960.5 Z 33.62' 9 • , q �+Z S87 •,• LO 00 rl� r N LOT 12 136, fi N85.43'47 "E o 3. 14 c 10 � z 165,742 SO. fT. 3 M//V. f 3.80 ACRES 3 Ir F MIN. F.F.E. =966.1 0 DRAINAGE EASEMENT\ X30 SOUTH LINE OF THE NORTHEAST o 8 H.W.E. 956.5 — 114 OF THE SOUTHEAST 114 O S 00 I r, �j� z 18.47 ,� : ir, .,,, � 9 g1 1 08 ?76K\�... —.. N85'22 '28 "W 1 19.69' cP , — ............. 9 58.2 -' = Z ( UNPLATTED_ Lk WAY RIG OF' / Nr/ RA��RO�