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Wiscon'An DepartrAnt of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 46 080 � 0 GENERAL INFORMATION 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: TI Magnuson Enterprises, Inc. Somerset Townshi _J CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Ran e/M 1-k7 12.30.19. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ( A Benchmark 1 Id -3, !D� Dosing / 6 Alt. BM C7 (57� flc� /yI —uk,� / Aeration 3 _ Bld r Holding St/Ht Inlet ro TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet G s� 25 , I f_ Dt Bottom Dosing b q Heade 93 7 _ Aeration Dist. Pipe - Z _/ Holding Bo Final Grade t. System vl C � qa.•-7 PUMP /SIPHON INFORMATION O�L Fi--- -- p ti'>�S e4 - ' 1 �S .y Manufacturer GPM Demand St Cover 3 r Model Number �) �[ TDH Lif Friction Low System e TDH Ft Lrr� 15 /A Forcemain Le / Dia r Dist. to Well SOIL ABSORPTION SYSTEM - BEDITRENCH Width ] Length No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 11 1 SETBACK SYSTEM TO u � P/ BLDG WELL LAKE/ REAM LEACHING a ure INFORMATION Type f System: t I CHAMB IT OR ,3 �� � � odel Number: DISTRIBUTIO SYSTEM A-r� Heade old Distribution x Hole Siz x Hole Spacing Vent to Air Intake Length Dia Length D i a Spacing_ / / SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over y Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed[Trench Center /,Q�/ Bed/Trench Edges Topsoil [g Yes [N No [-�sj Yes 7MNo COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: _1 6 L f Inspection #2: 1 1 Location: 1638 83rd Street New Richmond, JW'I 5.4017 ( / NW 114 SW 114 12 T30N R19W) Lakeside E tates Lot 13 Parcel No: 12.30.19. 1.) Alt BM Description = �jt�G ✓�%�d't- S/'f 2.) Bldg sewer length =� / - amount of cover => �� f, 3 � V*A4—z- tm l'z Plan revision Required? Yes f o J Use other side for additional information. _ —__ SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. J r Bu i ivision County 201 v . Box 7162 N semisin Mary Permit Number ( filled is Co.) Department of Commerce (�$) 151 %6 3 O�d S Sanitary Permit Applicatio ti I.D. Numb In accord with Comm 83.21, Wis. Adm. Code, personal informatigh you provTd� may be used for secondary purposes Privacy Law. s15. 1)(m)S�- CRO Z�a Proj Address (if different than mailing address) I. Application Information - Please Print All Information W Ij 0,1 / 3f1' 83 rev s 7". �Fic o Af eR s e Y Property Owner's Na me 1 Lot # Block �! - �. At(rNvso,d ht - :F-A) c-. ,�� y��s�� ,� N 13 Property Owner's M ailing Address ,yf lion`' , S Z 1� // J / z'+- /(/ I V W �W Z City, State Zip Code p Phone Number 4, 717 '�, ',Section Jf/ljw� ^V . SS -O 2- qy� ' 70 D y7 T 319 N . R E 'e W II. Type of Building (check all that apply) 3 QJ) , Subdivision Name -e8M Pfambef S1 or 2 Family Dwelling - Number of Bedrooms �" " `�� /!q� C 5 T�'TE �• � ❑Public /Commercial - Describe Use El State Owned - Describe Use k) CK �i"� ❑City _ ❑Village Township of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. )kNew System El Replacement System ❑ Treatment/Holding Tank Replacement Only 0 Other Modification to Existing System B. ��� ❑ \\ \ Permit Renewal Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration /Plum r Owner l.L / n 4 Vi'ti� GL t N. t pe of POWTS stem: (Check all that apply) Non Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Weiland ❑ Pressurized round 11 Holding Tank 11 Peat Filter 11 Aerobic Treatment 't ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chamber ❑Drip L' ❑Gravel -less Pipe ❑ O r (expl ) V. Dispersalffreatment Area Info Lion: Design Flow (gpd) Design Soil Application f) I Dispersal Area fired (sf) I 6ispersal Area JAK2 System Elevation �O dah- �9/ v VI. Tank Info Capacity in Total Number Maoufacptter Prefab Site Steel •Fiber Plastic Gallons Gallons of Units 7, Concrete Contracted Glass New Existing /•'�.f! Tanks Tanks Septic or Holding Tank Aerobic Treatment Unit — Dosing Chamber /„ C A VII. Responsibility Statement- I, the (Y under J ( sign / ed, assume responsibly fw4n of the POWTS shown on the attached plans. Plumber's Na me (Print) Plumber's Si tune MP /MPRS Number Business Phone Number [Z, -►7 azee37S 71s•77a•RV Plumber's Addre ss (Street, City, State, Zip Code) 5 ) PA?Iti r1, tun !De artment Use O nly Sanitary Permit Fee (includes Groundwater Dra suing A t Si Stamps) Approved El Disapproved Surcharge Fee) 1 Owner Given Reason for Denial 4"V l i IX. Conditions of Approval/Reasons for Disapproval o I Attach complete plans (to the County only) for the system on paper not less than 81/2 x 11 inches in size � SBD -6398 (R. 01!03) I ' T ST. CROIX COUNTY "= WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 EROSION & SEDIMENT CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 Site: 1638 rd t 3 83 S ., Lot 13 Lakeside Estates — Owner(s) T.I. Magnuson Ent. # 12.30.19.pending Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The Owner is responsible for notifying all contractors performing construction on this site that an Erosion & P Y g p g Sediment Control Plan is in effect and the followin g activities will be required in order to maintain compliance q with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows westerly toward North Bass Lake. The proposed septic system is 125 ft. from the water's edge according to the subdivision plat and soil report. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into the retention basin or overflow channel immediately adjacent to the proposed house and driveway construction areas. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic sy stem with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment control installati Pre ared by: Pam Quinn, Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: « L Zj/2004 ULBRICHT & ASSOCIATES CO. 2812 10th Ave. • Spring Valley, Wl 54767 Reg. Desoners ofEng Systems 715- 772 -3442 Private s ewage consultants PROJECT INDEX ��,� PLAN ID # -- S'`7"• - Z'7 ` 7 DATE J 11, OW NER j �'• 11 h6woso•y S ?? PHONE &l2. • Y O . 7cp ADDRESS /S•2 // I/3 $• 7': ✓�� % %i�GVij- j`•Ct,� ��V • ✓rSO� Z LEGAL DESCRIPTION �,D7' 13 - / GtS ;ve <s xl •01W, SW 5:0re• -, T N, R �! Gc.o7 TOWN OF .SOvt> COUNTY CSTM u" ter -0s y 73 Y LOCAL AUTHORITY/ SUPERVISION St • � '�d% �C �',t,1 j N (j- f� PROJECT DESCRIPTION; ?l1' SJ .moo y D ag- 7 /a ll' I G D r N O W Ulbricht & Associates Private Sewage Consultants l G 2812 10Th Ave. "I Spring Valley, Wf 54767 ��-v kS ZZ a zt&r 1 10(-i P9•1 INFILTRATOR SIZING WORKSHEET P9•2 SYSTEM PLOT PLAN P9•3 CROSS SECTION OF SYSTEM, P9-4 it of of WITH ELEVATIONS. ,1 it P9•5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS P9•6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG-7 (OPTIONAL) PUMP PERFORMANCE SPECS. 'IftG NA L . CL Z 4:� Q cr CY N > S F m rn � m m �' 2 m r / Z ,- A3 .. Ci #� O .Y % 3 THIS POWT SYSTEM SHALL INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL FILTER MODEL # M / ,� _ 3 X 2.0 ~ a = 131fc-oCAo -e /� s o , vr Co - y y , 1 0 If OSZ w Ez-L /o0 3� )V f ° 5 n z < ClIM p o f3 50 f 1 5 , f o ' jb V � 1 cc 132- r !�•D � f Sa 4 LIA' J t 131 / 5 T d _ OF / " f t ol ANN. rZ,, av r,�1S�t1 �I t�t Iff I/M NO e- q Y f wry 1 �. / �� ��: ��•�,�� ����,� � s�� �-��� P Y xIV MI Ate- "2 • 1(l j I rtr 7AtTdie F9 a - - If ,• - Y ......... OVER: See Reverse Side for Vent / Observation Pipe Details. D YG � . �' d 1 d� SEP , � C TAN &'PUMP CHAMBER CR SECTI A SPECIFICATIONS 4 4" CI VENT PIPE 12" MIN. ABOVE GRADE 8 #WEATHER PROOF 1' l0 FROM DOOR WINDOW OR DOOR, JUNCTION BOX APPROVED FRESH INTAKE WITH CONDUIT MANHOLE CO' W1 PAD LOC K WARNING LA: __� ___--- 4 " MIN. 3 >4 INLET' i GAS- i —`- t TIGHT Z ABE L �'' _ A i SEAL < < APPROVED - j ' p Q1 P1= _ LT +cD.4o _k__ 1 + ALM JOINTS W/ � 3 ; PIPE 3' ON7 ' fp SOLID oo CL 3 ON :SOLID SOIL SOIL �t•�. � C � PUMP OFF ELEV . FT. -- OFF RISER E} 2 1 , b D PERMITTED t b -04 IF TANK MANUFACTURE PlL t 3" APPROVED BEDDING UNDER TANK HAS APPROVP 7 CONCRETE PAD .°_ SPECIF ICATIONS SEPTIC / DOSE t j TANK MANUFACTURER: �' NUMBER DOSES PER DAY: Jt2 d . TANK SIZES SEPTIC / GAL. DOSE VOLUME INCLUDING 0 DOSE (Q d GAL. g•2ek F LOWBAC K.1i GAL. A LARM MANUFACTURER: G.PG�G{ /¢�j� CAPACITIES: A = Ig•� INCHES= 3a GA MODEL NUMBER: V SWITCH TYPE: B = 2 INCHES = 3 3 GA PUMP MANUFACTURER: �� ��/�` C = INCHES = /1 GA MODEL NUMBER: SWITCH TYPE: /�hT� D = I .I INCHES = lu REQUIRED DISCHARGE RATE ?� GPM PUMP & ALARM WIRING AS PER ILHR 16.23 W. VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . FEET + MINIMUM NETWORK SUPPLY PRESSURE . X FEET + - FEET FORCEMAIN X /_FT /100 �FT. • FRICTION FACTOR . - 7 , FEET TOTAL DYNAMIC HEAD = �D FEET rr INTERNAL DIMENSIONS OF PUMP TANK: LENGTH &0 WIDTH b p� q DIAMETER -� LIQUID DEPTH t l SIGNED: LICENSE NUMBER: DATE: S T• l D C ,5' ACS P� p 1.3 SEPTIC TANK, per Comm.83.44 (2) (c) shall be equipped with an outlet attached approved filter device (Zabel fliter). Tank shall have an approved above ground locking manhole cover for regular (every 12 months or less) inspection & servicing by a licensdd service pumper. I ZOELLER EFFLUENT PUMP MODEL.'98 11EA1) CAPACITY CUM , �/• � !/, M ODEL loov � a/a 2s— 35/8 —+ + e 4 a /14 lo— ! 11/2 -11 1/2 NPI e il.l. O� LONS 10 2 30 40 Na a0 . t31fJ1, , a0 Igo 2 {O O FLOW PER MINUTE —At OV--- "~LOW f111 ru.nrtt ` lrttulMt MM aW4fMiM CAFAMIT �� rN11l/MIN / ► . f[tr Il[t[RS auta uns • Im is Tta t0 .O6 el zit 4 + --- -- 11 sr 41 via 20 ll0 9b as J 6/16 Loch Ydr• �` CONSULT FACTORY FOR SPECIAL APPLICATIONS a Elliddeer ahenlelors, for duplex oysttllns, are evAable and a Mer kipplied with an atom. cIXY 110111 twitches are available lot conlrowroi aktgie and three phase systems. ar 1 Mechar Mar m eH►hches. aAsmstae. A duplex sVslems, ale available with or a Double back mercury Boat switches are available for arlhvtA varlable level kmg cycle C01Vr01s. fELECTION atma 9landard all mode - Weight 39 tbs. - % II.P. /' 's" ewlich.tw.Xe•m.10"Wall.yui,.d• «!•rl•• -- CoMro) seki' n : SMOI• 0090aek mae" aoat •rrkch a doubt• pttOYback maetNl►, foal model Y h••Ph Modo Aa. •wheh. Well to FMO17r. & e t pu tax 3, Machu" Alternator Iowa a 10-0074 ' M f 11 1 uto f.6 a • -- 1. Boa M It. Im oarM mold of Elod" AMarnala. "E•Pak % e. Move" ••ream 0oa1 owkeh 10 -0Q23 u•:4 a" • aonMai ueevMot .p•cfr on '� 1 a 1 I a l a > . _ duplex (t) a Ni Iloal glum 2 t flat 1 ! ? g a l R f 91'ran Iola "1 Pak ". f x�dlon bat br i a / a e imm dlon or wlrad•ta •Ire ' pp11., = a �a ep•ndor% to 000Q, T. t we pl t+•M - J• ►M " la w•taNON OOIMI...._...N tpsot. • r•► tdirw•[Ita M aaes•w t►aw er•ducU M Waloe m cemeuv.•on th•Ap, rM0011• CAUTION w'a'T 11b11/= EMc`kra Merntlor, t1lwAl; Vvch•nktl M•rn•tor As %abadim d •edrol•, p d•eq•a Mi{o•• •ni trbkM •Mrt/ ►• fao• ►T • 90* t �'O p W ecen••d elwitiden. At INStse . e "n' we0e eadiy ftAO�tt; •nC Riaplet Ca�►d Me As •wd reed M•Oend EMad• C Mtn "&* •hcrll W le[ow" &w6& N••IM Ad 100144 tN q «.! N• C wyeaew•i sate a" RESERVE POWEPED DESIGN For unusuAl conditions a reserve safety factor la dttgineered Into the design of e7ery Zoeger pump, MAN fa;A O 1630 Iauil"T9.41' 4Ms6.0341 Us"A ctwers of... SHIP Ilk 3 e0 0l kows INV VA Iodttr.. Kr 40216 /At gp�os ~ 718 •2731 * fAt jhe21 111.3611 . OWNER CE - - OF =' SEPTIC SYSTEM POWTS (landowner) o _ - maintenance of.thisgsystemm81Regular e Proper operation and l i servicing periodic inspections and g is necessary for the safe health o syStept. The owner is required b Y operation of,..this maintenance /inspe Y code to submit all necessary ction reports - - -to the controlling , authori -ties:, SPECIFIC CONTACT AGENTS * . Gov ern m e nta 1 authority/ . _ pri tY/ s �• C � O ( X C y Licensed installer,, responsible for providing an o Maintenance +anManual: era P tion/ 2 -Z6e3 S , �. Zr /,� /'64 7-- �ts• -7 • 3�Y *- Licensed service 1 inspection agent other than installer: _..._Electrician, for Pump, electric controls c wiring units: - IMPORTANT OWNER MAINTENANCE RE UIREMENTS I. Winter .traffic., (sled' ding, shove** i area_ shall not':be:permitted frost etc.) across the the c ell• freezin or frost can /will . winter_ g uP. the s stem. Penetrate into:_. y Discontinuos use` -in the a vacact ion.tr.ip,�resultin' "in no water use) can also Lead to_ freeze up - -Water canse_rvat:ion .needs to be exercised! designed ' Y overloaded and dettr- . Or d system can be designed for a maximum wastewater Y ed This- sys�Lem was flow of gals. daily, 3 • POWTS are not desi disposal unit to accomodate wastes from a F` or any other unnatural sources af� `waseeba "_ Any i ntroduction of such waste Materials I so will y destroy this system. o verloadand�: 4. If a power outag in a temporar oc curs, or a pump fails cell, which y overload of effluent it may result may adversely eing pumped into the_` recommended that a Y impact the cell allowin licensed pumper em t (leakage), It is Consult g the pump to return to dosing Pthethe dosing tank, Your Installer immediately for advice. amounts. �• Neglect of the g erosion prev v e etatve cover (th traffic entive) can lead to failure. cells insulation & traffic also can. destroy t he s c ompaction or ATER THE Y It IS NECESS ARY TO h eavy the .stem beneath VEGETATION OVER A SYSTEM!! 7L ovwr. IS NOT sufficient Ef fluent in alone t0 maintain a 6. Periodic ins necessary. owner into the I p by the nspection or his agents. is peche System: on n Pipes and ports have been incorporated ins mound basal area laterals, at�pes), cleanout terminals on efflu level oat: The f at e tip - for flushiri the pressurized ground system the g and cleaning the laterals cover /manhole). on l y a licensed tanks {via a locked Person should } above & severe safety is work which hraperly 9ual Y risks. Evi hich idied system$ de involves S tre ?tment Eviden of effluent health cell shall Pondin i also g n th o b e `ti e regularly inspected. ILpSc ON ��l1�ZU L.� Safety and Buildings Divisi& County s T • / _ f x _ ^ ` 201 W. Washington j Bpx 7082 T �i0J(J� 'SCO�S',n Madison, WI 7 J, 2, Sanitary it Number t be filled in by Co.) De artment Of Commerce (608) 6546^ ., a Sanitary Permit Applica ' n : ' 7S PIan LD. Number N/ In accord with Comm 83.21, Wis. Adm. Code, personal in f on you ptovide may be used for secondary purposes privacy s .04 ( Law, 1 Am) ' ,) Pro1 [Address ( ifdi fferexit than mailing address) I. Application Infer tion — Please Print All Information �>f 3 �3 na s r• ✓ ;Sa�r�Rel� r Property Owner's Name . : Parcel # Lot Block # Property Owner's Mailing sit perry Location City, State Code,. Phone Nu to v., %, Section , S �j /,, 1 Y • r • / %,! T wSD • 7 ,PY o (circle on Type of Buitdt e) 3 H. � T N, R I f *rr W ng (check all that ly) e i S � �I or 2 Family Dwelling — Number of B Subdivision e Namme CSM Number ❑ Public/Cemunercial — Describe Use Tx G AI t v 4 "r .P46--- C r y r f�`�`s ❑ State Owned — Describe Use Daty DVillage Vre s ' of III. Type of Permit: (Check only ne box on Nov. y Complete li e $ if applicable) P PP ) A. System ❑ Replacement System Tmatmen o ng Tank Replacement Only ❑ er Modification to Existing System B• ❑ Permit Renewal ❑ Permit Revision ❑ f ❑ Permit Transfer to New Li lows PermiV an to Issued Before Expiration Pl Owner , IV. Type of POWTS System: Check all that a pply) IIrIN — P reuurized In-Ground D Mound > 24 in of suitab it Mound < 24 in. of suitable soil D At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground D Ho ' Tank eat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Chem ❑ Drip ' e Grave]- ❑ Other (expla ) � Design Soil A a Of V. Dispersal/Treatment Area Inf rmation: _ Design Flow (gpd) pplication ispersel Area wired s Dis 01 ( f) persal Area exl f) Sys Elevation s U • 7 2_ & V f t q2-• O VL Tank Info Capacity in Total Number fitcturer Site Steel Fiber Plastic Gallons Grail of Units Concrete Constructed Glass New Ezistiag Tanks Tanks Septic or Holding ak Te Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- 1, then ersigned, assume respon bility for inatallatioa f the POWTS shown on the attached plans. Phtmber s Name (Print) PI bees Si W MPRS tuber Business Phone Number Q•?,cu3R 4T Z �3� S 7ts•7��•3yy� Plumber's Address (Streex, City, State, Zi e) 7 8t SPX 4 G- VIII. unVARgartment Use O pproved (] Disapproved Sanitary Permit Fee ncludes Groundwater t ing t si s Stampsi Surcharge Fee) QD Bey D Owner Given R for Denial I Conditions a ,f ApprovaljR ns for Disapproval 1 Septic tank, effluen filter and dispersal cell must II be serviced / maintained / �� �C as per manageme t plan provided by plumber. U 2. All setback requir ents must be maintained �G b� as era licable de /ordinances. �/� Oft C.4 n T A 4 " _ A ttac k c.ophh ptaas (to the C«uey fir the systems oa paper not tams than 81/1 x tf Inches in size SBD -6398 (R. 08/02) t THIS POWT . SYSTEM SHALL INCORPORATE PER COMM. 83.44(2)c A PROPER ZABEL MODEL # FILTER OD / — 5 ��t o�T LL HA . pr ? to E 3 w r A 5 .�o p 3 P b/ / �J a � � 0 13 99.G 125 OF r p S t - ST. CROIX COUNTY _ WISCONSIN `I iiiNNNNrN -- ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road -� Hudson, WI 54016 -7710 EROSION & SEDIMENT CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686 Site: 1638 83rd St Lot 13 Lakeside Estates — Owner(s) T.I. Magnuson Ent. # 12.30.19.pending Under St. Croix County Zoning Code 17.70(3)(b) 5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Wisconsin Admin. Code Comm. 21.125 requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. Erosion control is a requirement of the conservation easement recorded for this lot. The Owner is responsible for notifying all contractors performing construction on this site that an Erosion & Sediment Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be the house foundation excavation, driveway, and any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Apply seed and mulch as recommended in #5 below. Maintain existing vegetation wherever possible to minimize erosion and sediment movement. Surface drainage flows westerly toward North Bass Lake. The proposed septic system is 125 ft. from the water's edge according to the subdivision plat and soil report. 2. Intercept and route contaminated runoff into stabilized vegetated buffer areas by creating temporary diversions graded ALONG CONTOUR between construction areas and any potential receiving waters (includes drainage ditches). Do not allow diverted runoff to be directed into the retention basin or overflow channel immediately adjacent to the proposed house and driveway construction areas. (See specification sheet for temporary diversions provided by Zoning Dept.) 3. If excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of other products may not be necessary. However, silt fence, straw wattles, or other approved sediment control products will be required if sediment cannot be contained on owner's property with diversions and vegetative buffers. The POWTS or Building inspector may evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation - do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment control installation. Prepared by: Pam Quinn Soil Erosion Inspector #665054 Owner acknowledgement of ESC Plan requirements: / /2004 o G°PBAV O[P H@ m LLam dC�4�9 ---------------- E1/4 CORKS — — — — POND EAST -V SECTION NSW 5731 1 �; NS5731 "E 599.05` W1 CORNER -. _ — SECTION 12 \ � LOT 13 SEE LOT AREA TABLE & MR NOTE 3.0 ACRES TO OHM L.B.O. =893 . O .� H 'IS ELEVATION - 915.533 „ 0 v 5731 99853 112. w 223.44' 375.09' I �j • 3 u l tu • 5a ,? LOT 12 SEE LOT AREATABLE • O ,C & DNR NOTE 3.0 ACRES TO OHWM • c co w - � L.B.O. =893 � °f ORTH _ B_ASS_ LAKE WATER ELEVATIO 881.7 - DATE 3-6-M O.H.W.M. — N90°00'00'E 50x.49' ; � 34.30' z 26x•89' 236.W 62.3(Y I 0 N90°00'00"E co 41.50 C3 uj j � p 011 !I a w Ucq IILBRICHT & ASSOCIATES CO. Reg, Designers of Engineerirg Systems 2812 10th Ave. • Spring Valley, Wl 54767 Private s ewage Consonants 715- 772 -3442 PLAN ID # PROJECT INDEX DATE sir• Z7 -o y _ OWNER � 1 # S PHONE 1012 •�1 �O. 7d'y / ADDRESS 1 S a 1/ //3 i S T Sf i / /w.t- T-� -- �l-v • S' s° �' �-- LEGAL DESCRIPTION �r �3 G,�/�S1, sAr•/ T ' V,, c sov S�- �� Y, TOWN OF 5 0,AfeW-f & I � COUNTY CSTH o!• v/�/N4r LOCAL AUTHORITY/ SUPERVISION " A:) . PROJECT DESCRIPTION: ORIGINAL Ulbricht & Associates Private Sewage Consultants 2812 10th Ave. Spring Valley, W! 54767 Ro113ERT' / 4 P1z S 1'z S pq� �- -- Pg.l INFILTRATOR SIZING WORKSHEET Pg.2 SYSTEM PLOT PLAN Pg.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg . 4 ,) It 11 if ti it Pg.5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS Pg.6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG.7 (OPTIONAL) PUMP PERFORMANCE SPECS. t r � o y 0 qj.S0-0 2-5 5 - So • 2 � I „.Y 3� • 2 o 4 • /4 Z o-o Vftoonsin Deparbmt of Commem SOIL EV�i QN, REP:6W Page / of 3 Division of Safety and Buildings in accordance with Cam 85, Weis. Adm.' Cow Attach cornplele site Plan an paper not less than a W z 11 inches In size. Plan m st corray s ! . G RO 1 x include. but not rn»ted to vertical and hommntM reference point (BA4, direction and percent slope, scale or dns, o north arrow and location and dabnos lo newest mad. ! D Please print ail informadw. Reviewed by Date Pbtsmd itdormsrwu You Pnwide may be used for secorAwy tu+Pesm (Prk-aY L8w. s. mw (1) tm)l PrnmpwW TI M PraPe'v T • �• JNi4 (r.Ul�s'D.cl irlS . ,y ,v�j�o,J Govt Loot Al ill 114 19 S T 3 o N RA* E (or)i 1�Y .0 s � l s . ' •. Lot # I Block # SuNam d Na or CSMN G g� DE 6ST -¢rF S S5d Phone Mxnber (��� . ❑ city ❑ Wage P4T Neamt oa .F*i1.1� . c )4 0 •7 ?Y S SE S /Go �4uz New Consbu tim Use 1$ Reddentisi / Ntxrrber of bedrooms �_ Code derived design flow vale . 600 GPa © PAPWCMV%t ❑ Public or mmnerc]W - Descrbe: Parent nude" flood Plain elevation if applic f t. � aatiendall ' AR &,f TE MV �•s s v. e-& .4,1 /.+v �Wj94P vv C-0,0 V EV T v,¢ L 'P- O . W • 7 -S . F / - 1 El Pit Gmund strbw elev. Depth to factor q4,* in, SO Rale Hortaorr Dim DotrritarrE Redox Description Tezhre Structure Can ce Bmadary Roots GPM In. Mure Qu, Sz. Coat. Color Gr. Sz. Sh. *M1 •EM o-(o 10 ti- -- aT f 3 f -(v 2 6-18 lop p 4 / - 1 11C . l I C5 3of 6 -a7 Io Y 5/ - S .0 / M C4.� of • G 4 oY ie� � (, , ST Q �, # t Pit Gmund to 0 ❑ � soft 2 0 surfaceelev. , it Depth lo kn&V&wW 2f in.. Sot Amkaftn Rate Haiaorr Depth Dondnarrt Colin Redox Descr"m Texture Strt cWm Consistencel Botxdary Hods GPDM M- Munsell Qu. Sz . Cont Color Gr. Sz. Sh. •EW1 TOM 0 -7 i --eR - - a m-F r a s 7-1;? 1 Y04 sl ✓fr a 1;)-a 3 7. 5 YR �/ �s o s 1 w 3 of • 7 �- a3 -9 10 alb s a �f . 7 b • Efwuerrt #1= BoD > 3(i < 220 mBif and M .30 _< Im" A. - MAW 82 = BT , :S 30 nVL and TSS _< 30 nglL. J E� c e P" a CSTNur er g'S 993 Addrexs Dale Evaluation C wx*xied Tdophone Nwim joy', E S P 24 qQ L1..FV w I q - i 3 -p - 7 1 , S - Z ' 3.44 -2 0GINAL I r o c ns P L;° 7— 13 Z 3 Property cAwner p 2 2 Parcel w # pap °f n - 1-5 Boring # Bourg 7 (� M Grvrxrd sudaoe elev. �- � � a � � �- salt Rate H xl= Depth Don*wrAColw Red= Descriplkm Texkxe Strucdxwe Consistence Boundary Roots C low IM Munsell Qu. Sz Cont. Color Gr. -Sr- Sh 'EW 'Efi#2 0 -1a to 'df2 3/3 sig 2 iA -A0 1 YM s/ — i 1 1'Yl f�r s df C. 3 ao-35 1 0 qR 5 /4 5 is l I My -6 C5 2W � 4- q t R `f'1 5 0 t - 1 ✓f 77 1. F # ❑ ❑ Pit Ground sruface elev. ft Deplh b &TOft factor in. SollAppkarm Rate Horizon Depth Domkwt Color Redoor Desa"w Tw*xe Sirmb" cordistence Boundary Roots toPDN ir. Nkswell Qu. Sz Cant. Color Gr. SL Sh. F] # ❑ Baung ❑ P;t Graxna surface elev. Depth b factor in Sol Rate Horizon Depth Doff*wtCo1w Redox DesaipOw. Teudure Cortsislemice Bounndery Roots GPM IM Mu nseil Q L Sz. Coat Color . Sz Sh. T i1 ' ❑ Pit Qnotxnd sutaoe eleV. it Depth to tini6ng factor Rate Had= Depth DomkWitcam Redox TO&" Structtxe C4ralsterm Bounfty Roots GPDAtt in. Mixroell Qu Sz Corm. Gr. Sz. Sh. 'EW1 'Eff112 • Efrtuerrt #1= BM,* 30 < 220 niWL and TSS >30 150 nQ& ' Ef f Axw t #2 = 1301) : <_ 30 nVL and TSS' 30 n9t The Department of Commerce is an equal opportunity service provider and employer. If you teed assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 508 -264 -8777. sewnsor�m G -07��3 richt & Associates pri vate a Consultants Private Sewag , 2812 10th Ave. 3c) spring Valley, WI 54767 SCi9� -e ' - our 99.x° -A 3 p A� s� p 13, q� 15- 3 - ,. o .• . f S I i A I !�•0 oT %N TbP ol (� D r / ) ��� /DO. d • Gdl� 1 OWNER' r NAINTAINCE .. SEPTIC SYSTEM POWTS (landowner s maintenance of ) Is proper operatio and R egular servicing is rrecesar nd g Periodic inspections a s YSVem. The owner s Y e for the safe healthy operation of,.tnd ..maintenance quired by code to submit all /inspection reports - -to the contrail ing,au necessary- s SPECIFIC CONTACT'AGENTS * Government a2 . - authoritY/ Inspectors- ` r Y * Licens e� installer, responsible for maintenance . "Users" manual: providin an operation/ * Licensed servirce in ? ! S ' ..3 q Z 1 spection agent other than installer: a2i3 a , Electrician, for pump, electric contr ols, wiring units: I LI IMPORTANT OWNER MAINTENANCE RE UIREMENTS . 1 . Winter traffic area shall {sledding, shove�in not b e:.permitted ss the g, etc.) acro the cell, freezing or frost can /will winter g uP the system. Discontinu usee_trate In (a eeze ion u ps. resulting in no water use n t lead to he freeze ups. can also ' 2 . Water conservation hYdrolicall needs tb be exercised! designed Y overloaded and destro ed. Or system can be gned for a maximum wastewater Y This ' sys flow of hem was 3 • POWTS are -- _50 _ gals. daily, not designed to accomodate disposal unit . or wastes from a Any introduction DEWY other unnatural sources of " vast ' destr oy this such waste materials will overloadand _ system 4. If a Power ou In a temporartage occurs, or a Y overload of p fails, it may result cell, which may effluent being Pu�imped into -the '-'recommended Y adversely impact the cell allowin that a licensed (leakage). It is 3 t he pump to return Pumper empty the dosing tank, Consult your installer to dosing g the Correct amounts. 5• Y for advice. Neglect of erosion the v egetative Preventive Cover {the Cells insulation j can l S, traffic also lead to failure. REGULARL can destroy t he system. It Compaction Y WATER THE VEGETATION IS NECESSARYrToeavy 'he Aystem beneath IS NOT sufficient Effluent cover, in C maintain a 6. Periodic i nspections b necessar y the ow, or his y' Inspe ner, ction pi agents, Into is the system: on the Pipes and its have been incor o inspection i s r P e al P ate laterals, at P s) • cleanout area (effluent d e:f?tt ti _ terminals on level Out;. Thcove� ter s Ystem P in the luahing and cleaningstheZed laterals ground Person /manholej. Onl (via a locked above should ensed prop Y a licr) & severe bN performing this Y Ives led safet, risks. Evidence work which involves system's treat' of effluent health tent cell shall Pondin also be regularly g in the �� g Y inspected. ,Y. " ST CROIX COURry SEPTIC TANK M AINTENANCE AGREEMENT AND t OWNERSHIP CERTIFICATION FORM Owner /Bayer C - Iq � Mailing Address V5 2-11 I l t g 3 Property Address LL S (Verification required from Planning Department for new construction) Cit /Stag r-- ' y -2�)M eo" 0 /Mj � Parcel Identification Number LEGAL UESCRIP '� Property Location Nw v., t 1., Sec i D N 1 , Town of Subdivision 1-0+ 3 1 ---A )\E P5 - H 4a 4 Lot # l 3 Certified Sarvey Map # age warranty Deed , Volume �Sd-t , Page 1# y . Spec house A yes lJ no Lot lines identifiable yes U no SYSTEM MMWENAIY (3►2 C� ` Improper use and maintenance of your Sept c system cool / in its premature failure handle wa consists of pumping out the septic tank every three years or sooner, if needed by ticegsed Propermamte � can affect the function of the septic tank as a treatment stage in the waste disposal system. pumper. What you put into the s3 The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and master plumber joutneyman plumber, testticted plumber or a licensed purmper uerifyingthat (1) the oq -site wastewaterdis al sy is in proper operating condition and/or (2) stter inspection and pumping (if necessary), the septic tank is less than 113 full of slu ihve, the undersigned have read the above requirements and agree tb maintain the private sewage disposal system with the stant set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certitic slating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office withi days of the three year expiration date. l� 1 SIGNA URE O PPLICAN� DA TE OWNER CER.TIFICAT ON 1(we) certify that all statements on this fo »n ate true to the best of my (our) knowledge. I (we) *m (are) the owner( the pr rty described above, by virtue of a watranly deed recorded in Register of Deeds Office. �1 DATE ** * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. *# ** Include wlfh this spplteatlon- a stamped warranty reed from the Register of Deeds orrice 2 copy of the certified survey map if reference is made in the warranty deed U 2 S 2 1 P 4 2 9 -7 st-588a HATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO., MI STATE BAR OF WISCONSIN FORM 1 - 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 93/04/2004 01: 20PH THIS DEED, made between Copan Development, LLC, a Minnesota WARRANTY DEED EXEMPT # Limited Liability Company, Grantor, and T. I. Magnuson Enterprises, Inc., a Minnesota Corporation Grantee. REC FEE: 13.00 Grantor, for a valuable consideration, conveys to Grantee the following TRANS FEE: 988.80 COPY FEE: described real estate in St. Croix County, State of Wisconsin (the CC FEE: "Property''): PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: fl- Land Title, Inc. 1900 Silver Lake Road, Suite 200 New Bri ton, MN 55112 SO Together with all appurtenant rights, title and interests. 32- 2045-50-025 32 2045-50 -200 32-2043-10 -2 1 Identification Number (PIN) This i n ad ro Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except Dated this 2nd day of February, 2004. Copar Develo a LLC * President ;X M7 AUTHENTI TON ACKNOWLEDGMENT . 0.,, Signature(s) STATE OF Minnesota ) WASHINGTON COUNTY. ) ss. authenticated this 2nd day of February, 2004 Personally came before me this 2nd day of February, 2004 the above named Copar Development, LLC to me (mown to be * the person(s) who executed the foregoing instrument and TITLE: MEMBER STATE BAR OF WISCONSIN acknowledged the same. (If not, J __�' Z —.... --- authorized by § 706.06, Wis. Stats.) *Larry S. Mountain THIS INSTRUMENT WAS DRAFTED BY Notary Public, State of Wisconsin My commission is permanent. (If not state expiration date: Gregory A. Booth Attorney at Law - LAPRYM5UN (Signatures maybe authenticated or acknowledged. Both an not necessary) -MINNESOTA ..; *Names of persons signing in any capacity must he typed or printed below their signature := ^ i ct n nn. expires Jan. 31, 2005 a vovvvvwrvwvLVVVVrwrnrvvv�vvvw� • WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1-2000 • U 2521 P 430 EXIHBIT A Lot 2, Lot 5, together with 66 foot access easement as shown on plat of Lakeside Estates; Lot 6, together with 66 foot access easement as shown on plat of Lakeside Estates; Lot 13, together with 66 foot access easement as shown on plat of Lakeside Estates; all in Lakeside Estates, St. Croix County, Wisconsin. 40491 ---------------- - — — — POND EAST - V E1/4 COR SECTION 1 NOW 5731 "E 599 - CW W1 CORNER' - - SECTION 12 LOT 13 N a SEE LOT AREA TABLE & DNR NOTE 3.0 ACRES TO OHWM L.B.O. =893 ELEVATION = 915.53 0 P 1 11 B6 .4V 375.09 W ? LOT 12 SEE LOT AREA TABLE 1 & DNR NOTE 3.0 ACRES TO OHWM • j L.B.O. - 893 .- ORTH BASS_ LAKE ` , i 22 54� WATER ELEVATION 881.7 - DATE 3•&02 �8 - O.H.W.M. = 886 , ,�� •$ � om� I it Q N90"00'00'E 504.49 ; ` 34.30' • , I `Z 264.89 / 239.80 o \: +/ v� I N 4 U- ° I O 1 � j J1� O� U3 • � -- i $ ( 3 / O LU ' s� \ � tv�Gop f v y S l'° pftR 17�v��op y T CIO 72%4f ffi9.vs�.v ¢o& W,41,V ST ��v �vivG �l�v. 5s"061 �s /• 388 / - i�oa Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ! of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county CR01 Attach complete site plan on paper not less than 8 1/2 x 11 Inch iru ls" °- Include, but not limited to: vertical and horizontal reference point (BM), �1( l ' : -- 0 pakel I.D. S'�E Ae /d Lv percent slope, scale or dimensions, north arrow, and location a distance to nearest road. s Please pant all Information. awed b Date / Personal Information you provlde may be used for secondary purposes rivaey Low. s. i 5.04 (1) (m)), l Property Owner T �, Property Location S /� G� ,#/;4W v efF) �o/4/Q�/ __ .'_., .,_ ,1/4� 1/4 S /A T '3d N R �9 OE (or) W rty Owner's Mailing Address lot # Block # Subd. Name or MY 2 Z /(Oct +f- A //.� • /3 P ,upiA -M- All 0 f? P/.9T_" City tLtv State Zip Code Phone Number ❑ City ❑ Village (aTown Nearest Road Ric4 v 1 7 1 W/ 1 5 , YO, (7 ( 7i5 Z fG • -S3 ,eG sa,f.,EiP.sE - r - /loo ) Llf, .4 oe . I9 New Construction User Residential / Number of bedrooms Code derived design flow rate ��� �� GPD ❑ Replacement dd ❑ Public or commercial - Describe: . Parent material S/7iVV y C�"UrW!}i Flood Plain elevation if applicable General oonrnents and recommendations: ` torof- 7, svi !D R 4 ctl� 2 ? O •Lei • T S. A&44 kU, Boring � ❑ $Or`� Pit Ground surface elev. ft. Depth to limiting factor > b• icallon Rate Horizon Depth Dominant Color Redox Description Texlum Stricture Consistence Boundary Roots G In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •001 '0#2 / 0 • I S j0 %R3/ L / k GI W 3 f • y z S• •s Y SQL S �►�' c i f • 2- • 3 . yy / Y SIC6 S 410075' CL Z soft # Boring pit Ground surface elev. " �• R. Depth to limiting factor in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 - 5 0 /00e L sh�C s • 15 t yR Y/ ----- �5G shy Z7 � -S �. C 5 is 5 t ' Effluent #1 = BOD > 30 < 220 nVL acid TSS >30 1 150 mlj& ' Effluent #2 = BOD < 30 mg& and IP 130 mgll. / CST Name (Please PrM) �!v /t' Signature 2- (P ' 3 , R013ER T Address Date Evaluation ed Telephone Number Ulbricht &Associates f ." 7 I • 77�t • 3 yyZ Private swmaa cons! litants 2812 10th Ave. Spring Valley, WI 54767 y�r4,eS 4/ 9 /sg see // 6 3 Z' 20 %1 • Fo • fi� Se /SC se For issuance of permits and designing p • D Z S � _ o 3 2 - ,20115 S Contact: Ulbricht & Associates s'�j /sl,V SEG 2812 ( 10th Aveate wastewater consultant and plumbers See% I z - _ 0 32- - 1 0 * — S'd • oaz 7 S run Valle WI 54767 HD - 2 -3442 NIVI ? s 411A.1 W T • � Z d 3p �- 0 32 - yd• A• G�� Z•. 13 eewp I&IA"L) Go /3 Property Owner _ Parcel ID # Page Z of B ori n g # ❑ So Plt Ground surface elev. " � '" � f � Depth to limiting factor in. r!l Role Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots DfIF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Elf#2 / o• dc A l • Z �o S L / z• 3 V , c s ' . F 13,ri # El Boi ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P P eou ry oo GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ;Eff#1 'Eff#2 r Boni ng # ❑ goring I pit Ground surface elev. ft. to flrnih fad M. Sol lion Rate Horizon Depth Dominant Color Redox Description. Texture SbtK,* a istence Boundary Roots GPDAF r ob In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ' Boring # ❑ Boring ❑ Pit Ground surface elev. Depth to rnniting facto hi. ication Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDfif j In. Munsell Qu. Sz. Cont. Col Gr. Sz. Sh. 'Eff#1 'Eff#2 i I • Effluent #1 = ROD. > 30 < mglL and TSS >30 1150 mglL - ' Effluent 92 = SOD, < 30 ffV& and TSS <— 30 nv& The Department of Commerce is an equal opportunity service provider and employer. 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