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a/ * ,- Wisconsin Department of Commerc! y Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count St. CrOiX INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary WVV o _: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ Village a T n of: tate Plan ID No.: Harris, Ralph & Ann Troy 'Township 1 Q . 4) CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel Tax No.: bo i l oo . _ �„� � #Ir ( 040- 1234 -50 -000 TANK INFORMATION ELEVATION DATA 3 ' � I il l TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic S Z O Benc mask ( . I I o6 •`f l - Dosing S �D � Alt. BM 3. q - } 3 (Aj Aeration Bldg. S / er (0. 0 7 89 � 7 3 Holding St /Ht Inlet j5'� S is•`fb es- TANK SETBACK INFORMATION St/ Ht Outlet (S. o TANKTO P/L WELL BLDG. Aierintake ROAD Dt Inlet .17 CPO Septic OD ` a � t NA Dt Bottom 93. r Dosing > (0 1 �s ti Z S ` NA Header / Man. a f y * V V K 100 . 7 :f - f Aeration NA Dist. Pipe 66 ) 1019.1136 oo.-+1 Holding Bot. System 6 � IOS.'ft S" T 17_717 PUMP/ SIPHON INFORMATION Final Grade S J* Manufacturer - --, - e— ((e,,- Demand St cover ip 10 3 r 3. f (o Model Number I- ( GPM p 0 SS�O r me, -S6 Lift Friction 1 S /stem a , TDH q'kFt oss Forcemain Length 30 ' Dia. 2 " Dist. To well SO L ABSORPTION SYSTEM DIMENS OM Width Length r No. jf TT.jer,�+�es PIT Of Pits Inside Dia. Liquid D ✓4 I DIMENSION SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHI CHAMB NG Manu a SETBACK INFORMATION Type O Mo del r: System: O 25 -(- IT DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) r x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length '`4•IZ Dfa. a o Spacing z { 0 1 1y" I �o.$ At SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1• /° /31 /C Inspection #2• ' — t -- Location: 503 Trillium Lane, Hudson, WI 54016 (NW 1/4 SE 1/4 3 T28N R19W) - 032819117 ood Addn. I -Lot 34 S� �.` �. (,� 1.) Alt BM Description = �!� 2.) Bldg sewer length = `tC7 5 " 20 - amount of cover = (S - tt = (u � • `� l� �` � ,�' t cob 3.) contour= 1 f4j . 2.(r 5G,4 at r ' 1 x 30 'b (� tc t 5 It) �.,, 99 yV,,. , ti,aC w�(( ►72 7 cz S.il ceve� �c fa.� panno. �c- N.w.:TC. Plan revision regLnred? ❑ Yes MNo Use othe for addit onal info mation. S� 7) —I�o( r SBD 710 (R. 97) Date Inspector'sSignatu Cert.No. - 3� �,ctt ��;�akQ �"�'. IL+e�•E �,t,Q�r 3, ADDITIONAL COMMENTS AND SKETCH ' SANITARY PERMIT NUMBER: _ u � ' E } L_j s , I i , � 3 _.S Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. PO Box 7302 c See reverse side for instructions for completing this application W 153707 -730 `� cousin . Department of Commerce Personal information you provide may be used for secondary purposes Madison, (Submit completed form to county if r [Privacy Law, s. 15.04(1)(m)] state owner Attach com lete plans (to the count) cop) only) for the system. on paper not less than 8 - 1/2 x I 1 inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan 1. D. Number Ro 3 TFAWS tA'* (o ( S! I. Application Information - Please Print all Information Location: Property Owner Name Property Location PAL PZJ „� 1/4 5 "1/4, S 3 TIA,N, or Property Owner's Mailing Address Lot Number Block Number City, State Zip Code Phone Numhyer Subdivision Name or CSM Number 15 Y oAg Co&1vr1?v II Type of Building: (check one) �� ❑ City Q� 1 or 2 Family Dwelling —No. of Bedrooms: ` '”` ❑ Village v l"' C3 Public /Commercial (describe use): Town of ❑ State -owned Q III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road L e. r A) 1. gNew System 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) System Tank Only Existing S ste f ° Q B) Permit Number ❑ A Sanitary Permit was previously issued 3, U,19 , l _l IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In ground 9Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At-gr9de , ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: C&V_ 94 .I q a ` tL ; S. a3� &- k e e><C . - i✓ . �i-5' V Dispersal/Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6, System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation 6 00 6�1 00 f:0 d 3 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ ❑ ❑ ❑ 5 ° � r ❑ ❑ ❑ ❑ a� av r VII Responsibility Statement I, the undersigned, assume res onsibilit installation of the POWTS shown on the hed plans. Plumber's Name (print) PI be r' Signature (no stamps): P/ Business Phone Number 1JJA1 &&_1M4F_j S P 21u 4 mb 4 ,e 6 s ' 4 A 1 ddress (Street, City, State, Zif Code) o d VIII County/Departinent Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) F1 Approved ❑ Owner Given Initial Adverse S charge Fee) /s r Determination y,Y_ IX. Conditions of Approval /Reasons for Disapproval: ( �� � � � �Lk� ���'bLS 11,1 >� � .-� •' / / . t 4 4.%k _C'.L. V�II,k \-" -� ^. �.� ��'�. h/�-1�.A�.���{ t.�V ti �> r �L•,G ti,, _ 3 � Ir SBD -6398 (R. 07/00) } x Safety and Buildings 7 - 4003 N KINNEY COULEE RD N *Isconsin LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 25, 2000 CUST ID No.221741 ATT7V. POWTS INSPECTOR ZONING OFFICE DONAVIN L SCHMITT ST CROIX COUNTY SPIA 586 VALLEY VIEW TRL 1101 CARMICHAEL RD SOMERSET WI 54025 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 09/25/2002 Identifica � umbers Transaction ED No. 4366 1 Site ED No. 199206 SITE: Please refer to both identification numbers, Site ID: 199206, Ralph Harris above, in all correspondence with the agency, St. Croix County, Town of Troy NWIA, SETA, S3, T28N, R19W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 762835 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The existing septic tank must be inspected for structural soundness, size and baffles and must be brought into i conformance with Comm 83, Wis. Adm. Code requirements. If it does not conform, it must be properly abandoned and a state approved septic tank must be installed. • A Zabel Model No. A- 100s ffluent filter will be used. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. ' x DONAVIN L SCHMrrr Page 2 9/25/00 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, , DATE RECEIVED 09/13/2000 FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 erard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM jswim@commerce.state.wi.us WiSMART code: 7633 x MOUND SYSTEM for RALPH HARRIS NWl 14 SE 114 S -3 T. 28 R 19 W. f0 Lot #34 Counhy Wood .��� Troy Township St Croix County �Q °o Soil Evaluation Report , Work Sheets - Design of the Distribution Cell Work Sheets - Pressure Distribution Plot Plan System Cross Section Pipe Lateral Layout Dosing Chamber Pump Curve /n� by Donavin L. Schmitt 586 Valley View Trail Somerset, WI 54025 715 -549 -6651 MPRSW 221741 9-6-00 V Vf -S. Cct,dit 9r, P"I ppl Ot COMMA I�DINGS p � Y pttT 8p plVts`�� f PENCE SkE GvKKE Department of Industry SOIL AND SITE EVALUATION REPORT Pag i of 3 Human Relatbns g ---- °�' & Builc�"es in accord with ILHR 83.05, Wis. Adm. Code COUNTY M1 Attach complete site plan on paper not less than 81/2 x i 1 inches in size. Plan must include, but St. Crof x not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION DATE PROPERTY OWNER: PROPERTY LOCATIO Richard Stout GOVT. NW /g.. �E 1/4,S 3 T 8' ,N;Fi ..l' F(w)W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUSD. NAME ORPM # 1353 Awatukee Trl. 34 na - ""?Count" "'Wtyoc ?:'; 1. CITY, STATE ZIP CODE PHONE NUMBER (]CITY ❑VILLAGE QWN NEAREST ROAD i Hudson, WI. .54016 1715)549 -6731 Troy \`r :,,,,, ' ' Tower. %Rd. (� New Construction Use ( Residential J Number of bedrooms 3 (] (ditigri a.exi�ting bui>�ing; j ] Replacement (] Public or co mmercia l describe ���• ! Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, 904 • trench, gpd/ft Absorption area required 375 bed, ft2 375 trench, ft Maximum design loading rate — gpd* • — trench, gpd/ft Recommended infiltration surface elevation(s) 100.10 ft (as referred to site plan benchmark) Additional design I site considerations system ei based on contour line of 99.10' e1. Parent material limestone uplands Flood plain elevation, if applicable na ft S o Suitable for System CONVENTIONAL MOUND IN GROUND PRESSURE AT GRADE SYSTEM IN FILL HOLDING TANK U a Unsuitable fors stem 0 S IS U ®S D U ❑ S [� U O S �] U S C$U ❑ S f2 SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Cortsistenee Sot x6y Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tler>dl 1 3 1 1 0 -10 10yr2 /2 none 1 2msbk mfr 9W if .5 .6 2 10 -27 10 r4/4 none sicl 2msbk mfr 9W if .4 .5 .,# ~ ir Ground 3 27-48 5 r4 4 c2 7.5 r5 8 sl lcs mfr aw na .4 .5 el 99 . , D ; D, d ft. 4 48 -55 10 r6 6 c2d7.5 r5 6 cl m na na nD .2 Depth to limiting I l i factor 27 i Remarks: ' Boring # 1 1 0-11 10 r2 2 none 1 2msbk mfr cs if .5 i.6 F1 2 I ll - 18 10 r4/4 none sil 2msbk mfr 1f .5 .6 ,1 3 18 -27 7.5 r4 4 none sicl 1 fcrr mfr ctw na .2 :.3 Ground 4 ' �.d elev. 4 27 -50 10 r6/6 c2d7.5 r5 6 C1 m na na na no .2 9 9.4 ft. Depth to Hmiiing factor 27" Remarks: T Name:— Plsase Print Phone: Add ress: 554 200 h •, New Richwnd WI. 54017 m02298 Signature: 5 -17 -96 7 �J� Date: CST Number: v' * C STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Richard Stout New Richmond, WI 54017 MPRSW to o w n o f Troy S Tr oy -R19W (715) 246 -6200 town o lot #34- Country Wood N 1 BM.= top of i" pipe el. 100' A-it. BM= top of wooden post C el. 104.8' 5 � r Z� M ot A � 7 Lo' E S Gary L. Steel -17 -96 , ��rccrur'I C. DESIGN OF THE DISTRIBUTION CELL 1. Size the Distribution Cell a. Infiltration rate of fill material =:5 1.0 gal/ft /day if BOD or TSS > 30 mg/L or 5 2.0 gal/f /day if BOD or TSS 5 30 mg/L b. Bottom area of distribution cell = Design wastewater flow - 1.0 or 2.0 gal/ft?/day = (9 d gal/day + j gaVf /day 2. Distribution Cell Configuration a. Distribution cell width (A) _ �„ feet (510 ft.) b. Distribution cell length (B) = Bottom area of distribution cell + Width of distribution cell z B = fe (Distribution cell area) + 7 ft(A) B 'BL.1 ft c. Check Distribution Cell Length (B) Design Wastewater Flow + Cell length (B) < Maximum Linear Loading Rate 6 0 O gal /day = J feet = gal/ft (Linear Loading Rate) Linear loading rate for systems with in situ soils having an effluent application rate of 5 0.3 gal /fe /day within 12 inches of fill is less than or equal to 4.5 gal/ft/day Is the linear loading rate :5 what is allowed? �L yes no If no, then the length and/or width of the distribution cell must be changed so it does. Distribution cell length (B) = Design Wastewater Flow + Maximum Linear Loading Rate Distribution cell length (B) = gal /day + gallft/day Distribution cell length (B) = ft Distribution cell width (A) = ft (Distribution cell area) + if(B) Distribution cell width (A) = ft 24 of 38 1 2. 'Fill length a. End slope width (K)= Total fill at center of distribution cell x horizontal gradient of side slope K = (([(D + E) + 2] + F + H) x horizontal gradient of side slope) + 12 inches /foot K = (([( inches + / es) + 2] + 1 inches + Lkinc x } + 12 inches/ft 63 + /0 - 5: 3 b. Fill length (L) = Distribution cell length + (2 x end slope width) L- B+2 L- b .S, / ft + (2 x l �7 it) L = i Meet 3. Fill width a. 'tap slope width (J) = Fill depth at up slope edge of distribution cell (D + F + G) x Horizontal gradient of side slope x Slope correction factor (100 + [100 + (gradient of side slope x % of slope) or (value from Table 5)1} J = (D + F + G) x horizontal gradient of side slope x slope correction factor 100 + [100 + (gradient of side slope x % of slope) or (value from Table 5)] 1 s � J - ( in + PO in + �> in) - 12 in/ft x x .1= $fj feet b. Down slope width (1) = Fill depth at down slope edge of distribution cell (E + F + G) x Horizontal gradient of side slope x Down slope correction factor ( 100 + [100 - (gradient of side slope x % of slope) or ( value from Table 5)J} 1= (E + F + G) x Horizontal gradient of side slope x Down slope correction factor { 100 + [100 - (gradient of side slope x % of slope) or (value from Table 5)1} I = ( in + L_ + __(Uin) + 12 in/ft x x 100 + [ 100 - x ._..)] 1= in + 12 in/ft x 3 x 100 +� I= feet 26 of 38 c. Till width (W) Xj P s width ( ) J + Distribution cell width (A) + Down slope width (I) W =J +A +I •.., ,m8g + ft +d 96ft W. d' ` feet 4. Check the beset area a. Basal area required = Daily wastewater flow + infiltration rate of in situ soil A - _ gal /day + gallWIday a ,� b fe b B area available 1) Sloping site Cell length x (Distribution cell width + Down slope width) =Bx(A +I) ft 3. ft jl�6 fe 2) bevel site - Distribution cell length x Fill width =BxW ft x ft ft c. Is available basal area sufficient? .___, yes _4K no Basal area required < Basal area available /5 0 fe < 19 ft 3 oq 27 of 38 b. Basal area available 1) Sloping site = Cell length x (Distribution cell width + Down slope width) B x (A + 1) I , x ( ft + / & , ft) x D ft= 5. Determine the location of observation pipes along the length of distribution cell. Distance from end of distribution cell to end observation pipes = B + b Distance from end of distribution cell to end observation pipes - Oc 2 . - 6 Distance from end of distribution cell to end observation pipes = 28 of 38 1 X. PRESSURE DISTRIBUTION WORKSHEET Information needed for Pressure Distribution Design: Daily wastewater flow = 10 g0day Design loading rate = s gaVday System Configuration: 1. 7 system width 2. _ 9 . ft. system length Propo / s h ed Lateral Layout: 3. 7 number of laterals 4,_ central or end manifold 5. . w ft. manifold length 6, o`er ft. distal pressurc requirement (Based on orifice diameter, see Table 1) 7. in. orifice diameter ft. estimated lateral length Choose the Orifice Spacing: ;,O oar g V orifice spacing divided by 12 to convert to feet. 10. s,.�... number of orifices Per lateral n =L /x +.5 Where: n = number of orifices L = lateral length, in feet x = orifice spacing, in feet Note: Networks with central manifold have laterals on each side of the Manifold. Therefore the number of laterals are two times as many as a network with an end manifold. 21 of 28 r Re4valuate the Lateral Length: final lateral length {# of orifices x orifice spacing - 1/2 orifice wing optimal length) Choose b Lateral Diameter: ✓� x 1 Sb 12. in. (Graphs I -6) Calculate the Lateral Discharge Rate: 13. &- � 9Pm lateral discharge rate. Discharge rate pergrifice x # of ori per lateral = lateral discharge rate. Choose the Manifold Diameter: 14._ in. (Table 5 ) Calculate the System Discharge Rate: 15. gpm (# of laterals x lateral.Oscharge rate) 1 1 6 05 Calculate the Force sin�Friction Loss: 16. ft. force main length 17. in. force main diameter (Table 6) is. !+� gpm system discharge rate (from # 15) 19. 1 4 3 ft friction loss in ft/100 ft. x length + 100 ft. (Table 6) Calculate the Total Dynamic Head: 20. 3� - Z' �ft. system head. (Distal pressure #6 x 1.3 ft.) 21. ,� v ft. vertical lift (pump off to lateral elevation) 22. O ft. friction loss (in the force main in feet #19) 23. ' ft. Total Dynamic Head (TDR) (sum of #20 through #22) 22 of 28 Calculate the Dose Volume: 24. _� gal. based on system type.�� 7 25.E gal. - drain back'+'. C� 26. /Sck .0 L - actual dose volume ( #24 + #25) Pump Selection: 27. gpm pump discharge rate at TDH ( #23) (not less than system discharge rate, #I5) Dose Chamber Sizing: (Sizing of dose chamber serving a sand filter may have different requirements. See component manual or manufacturer's or designer's specifications for sizing criteria.) 28. in. tank bottom to "off' switch gal. 29. in. dose volume (from #26) A al. ("off' to "on" switch) 30. in. "on" switch to alarm switch gal. 31. in. reserve capacity g al- (residential =100 gal/BR) 32. in. dose chamber capacity a al. .23 of 28 ��■■■■ r ■errs ■■■■■■ ■r ISO ME ■■■ ■■ ■ r�■r■c■■■■r ON ME MOM r■ ■ �� mmm ■rte■ l i �® racip ! n� I Synthetic Covering S g r to Y 9 sGr �H � c�N.a-ra oio C3iG .� Distribution Pipe ki Mo4dium Rnnd Asr/"T C H 6" Topsoil 3 E " D ,Z % Slope } Bed Of i-2 Force Main Plowed Aggregate Layer + (6" i3eiaw Pipe) D_ Cross Section Of A Mound System Using A Bed For The Absorption Area F G 6 a I - `J A �_ Ft. Signed: B 5, Ft. License Number: �2 K Ft. ! Date: �' —� — DD L �/.5 Ft. i S 88 Ft. I Ft. 'i w 19 S Ft. �1 Observation Pipe --,� -- -- --�- -- 8 I A is ` C >istribution 8ed 0f 2 "— 2 g g g Pipe A re ate Observation Pipe Permanent Markers {i Plan View Of Mound Using A Bed For The Absorption Area iy P age... f ......_ Distribution Pipe Detail For A Four Lateral Network Alternate Position Of TIM&A0eP10 End Ca Force Main % % � P PVC For Main PVC Distribution Pipe X P Holes Equally Spaced PVC Manifold Pipe On Bottom '�. x S x x * Last Hole p r' Ft. S Ft. X 0, inches nchers Signed: ,.1�.Z• Inch Hales Diameter License Number: ,.12.121 Lateral Diameter �„ Inch(es) Date: 9 ig d b Manifold Diameter ..,inches Force Mai Diameter inches X Holes Per Pipe Invert Elevation Of Laterals �b0 ^ _ Ft. PAC* —.. OF PUMP CMAMbjR CR0S5 SECTIOjt Amp SPECIFICArIA VCNT CAP 'i "C.I. VENT PIPC WCATHEK PROOF APPROVED LOCKING .IIJAICTIOU BOX MANHOLE CpVER • I 4%' r omm l.nriw , kt'11H1. 1 a11dUUW UK 1 AIR INTAKE GRADE: I M "MIN. 36. opm 00 le'.MtN. CaaoUIT `-� IV w P ROVI DE I IMI-C T AIRTtG SEAL I I – 7 1 � ! I I APPI�OVRO .to1NTi APPIIOV90 Jow A PIPE w /G. PtPC I t I LXTILUDISIG 3' x. ARM ONTO! Swo W/c. NDIlJG 3' AL G 111i1L ONTO WAD 1011• R � 1 O ` i I N I 1 S �,Q:�v FZ PUMP -^� _ _1 LLEV. Off 0 CONCRETE p►OCK a �3" API°II�1►W It14CR CXIT PEKAI' CD 0MLd IF TAWK MAQUFAGTUII>~R FIRS Sur APPitQVA1. 8iQ01lMli1 S p C C. I FICA T 12" SEPTIC 005E �f �� /'�l� `S MUMbER OF 00"S: PC0. riAH 14AIJUFACTUMER:. TANK LIZfr:.. � GAULOWS DOSt< VOLUME ;GAI.LONl. IMCI.UDIU6 OACK /LOW: L R MwNyarAGruR�R: ZAAX – i & T" - — C1►PACITIES.' A WOES O � ,.R ��LL0111i MOOCI. WuMO>~R: LOUS �rRC�__�_ a � _-�_ 1NC1It s OR `' SWITCH TOM . { w-uOUS 7 �►� c L E!Z c . Z.11 414611 0R pu MAIJUPAGTURI;R.... r_ O D � � INC 0R 8D8ry� G� MOOCL MUTAD R: r t►WiTCH TyPfr:... M'CR L /lIc PUMP AND ALARM ARE TO U &D JL1,rrGac / i INSTALLED OAI SEPARATE CIILC MIS IAUM1 DISCI ^RGE RATE_ GPM 1 1 6 FECT VGIITICAI DIfFEREMLIE OETWEEN pUJAP OFF AUD.DISTRIBIITIOM PIPE.. FEET ♦ Alejl^UM NETWORK SUPPL'd PKESSUKC ... . . .. . . . d FT FRICT100 mcrosI.. -- FEET 5 .�. 0l) l f C C T Oil FORCE MA IIN X s.. - !04 �r TOTAL DIS WAMIC HLAD = – FLET .� GIST rr � '7 INT 1rR N L 0 LIJStOtJ OF TA#JRI t 7 ;WIOTN .._d..G.._.. Oi�PTN ..Y.L••� L ICEIJSE LKRAGER. 2-17y/ DATE:.. . IR..2W 91GIlE 6Js I – . a. s HEAD CAPACITY C tJRVE l ` MODELS °1 40 4 : 40° I, t Fl• Mel.e�'` I a'. Ctrs I i t j 1 40,4140 4r 20 z _ b? 25 7.82 59 273 1a 3C 9.1a 49 +e8 3G -�-- 35 10.41 I 78 ` ,•♦ .. j II l I I i i LN iyy 1 _ j I I I ' u,5. GA LLONS it) 20 ac 7 5o 7 7 s0 s0 Co C LiTERS o — 400 h � l ac tsc azr. .cc 0 FLOW PER wnvIjr£ CONSULT FACTORY FOR SPECIAL APPLICATIONS Eiectrical altemators, for duplex system$, are avaiiable and supplied with an alarm. • Mechanical alternators, for duplex systems, are a vailable with or'Wthout alarms. ' • Control alarm systems are avaiiable for 1 phase Dumps used in simplex system. See FM0732. 1 + sK1524e Variable level control switches are available for controlling single phase Systems. • Double piggyback variable level float switches are available for varable SELECTION GUIDE level long cycle controls, 1. Single piggyback variable level Boat switch ordoub piggyback variable level • Sealed (�k -Box available for outdoor installations. See FM 1420. float switch. Re* to FMO477 • Over 130 °F. (54'C) special quotation requireo, 2. Mechanical alternator M-Pak 10.0072 or 10 -0075. • Refer to FMC806 for 200° F. applications. 3. See FW712 for correct model of Electrical Aterns E - Psk, 4. Variab' e level controlawitchl0- CZ25 used asa cont r activator. specifyduritex (3) or (4) float system. 5 Four (4) hale J -Pak, junction oox, for watertight Conn alon or wired -#s simplex 140 Series - 53 lbs. 4140 Series - 73 lbs. or 2 pump operation 10.0002, 140 1414tH " MODELS �,._ Control sele - Me" Model vote -Ph � — Mode AM04 s + Duplex N140 N4140 115 7 Non 15.0 1 or 1 is 5 2 or 3 & 4 �,Aty �pN �_ E_1.4.0 E 46 _ - Nan ° 7b 1 or 11 & 5 - 'I - 2 6i 3 & 4 All illStEdtatk7n of controls, pratectbn devices and g should be done by 1 �N14 B N B - y4 40 1� 15 1 tvon 16,0' 1 or': 8 5 � : of 3 & 4 _ i a ua �seci electrician: All elechtal and coda shotdd i1e 1 ` SEW i SE4140 i 230 1 I Non 7.5 1 or t : -_ 2 or 3 & 4 ) followed including the most recent Nadooal Electr c Code NEC) and ttM ' "• Owble seal pumps ne aveNabio with opdonal mobtw a aenaq& sea) Fe9 w4uwor h7nt ava1*8 to NFMA. " u, NEMA 4X Occupational Suety and Health Act (OSHA) control panels. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. --� IWO" r0: P.O. BOX 16347 L TOs Mdf?L'ISCtWCtSDf . . 5N c Aaa ane Rijn Run Road L P o 70 36 ® i.Uisvthe, KY 40211 - 1861 j,�rerr vPa.+sf►e iac /a7rJS7 p (302) 718 2731 1 (800) 928 -PUMP FAX (602) 774 -3624 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code S�stic Tank The septic tank shall be maintained by an individual certified to service septio tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating cond'iti'on of the septic tank and outlet filter shall be assessed at 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 are made to retain solids in the tank got may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the fifter shall be serviced If the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous ata nn. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the tiquld volume of the tank. if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next 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 requited. However, if such products are used they shall approved for septic tank use by the Department of Commerce. Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shad 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 No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded 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 he infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather Installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L. BODE. 150 mg/LTSS, and 30 mg/l. FOG. Influent flow may not exceed maximum design n flow In the pe rmit 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 flushed of accumulated solids at least once every 18 months. When a pressure testis peformed it should be c compared to the initial test when the system was installed to detemtme d o r i f i ce ce has occurred and if orifice cleaning is required to maintain equal distribution within the dispemat cell. Observation pipes within the dispersal cell shad be checked for effluent ponding. Ponding levels shad be reported to the owner, and any levels above a inches considered as an impending hydrduGc failure requiring additional, more frequent monDtoWng. 1 3'enerah This system shall be operated in accordance with Comm 82- 841Nis- Adm- Code, and shall maintained in accordance with its' component manual (S13D- 10672 -P (R. SM)l and local or state rules pertaining to system maintenoe 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 PQWTS 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 pled watertight upon the completion of service. Any opening deemed to failure must be r eplaced. ess openings greater than 84ndtes In diameter shall unsound, defecti of sublet reply Exposed aoo be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. 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 proper operating condition. if the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be repaired or replaced immediately 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 in its' present location by increasing basal area if toe leakage occurs or removing biologically dogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintence of this system should be directed to your county zoning or health inspector. Td wt7Z : IT 0002 S2 ' 'ON XUA � �� Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 �Labo nd'Human Relations j� Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION �/I �l� � DATE fl _Z PROPERTY OWNER: PROPERTY LOCATION Richard Stout GOVT. LOT NW PA 'S`E 1/4,S 3 T 28 N,R g PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # I SU @D. NAME OR ' PSM # - 1353 Awatukee Trl. 34 na µ - Count -- Wbo CITY, STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE ,-J&pWN IN EAREST RQAD s Hudson, WI. 54016 1 115)549 -6731 Tro t To _' [� New Construction Use [ Residential / Number of bedrooms 3 [ ] �4dditiotio exisbngk�uil�irtg j ] Replacement [ ] Public or commercial describe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpd /ft2 - 5 trench, gpd /ft Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate • 4 bed, gpd /ft .5 trench, gpd /ft Recommended infiltration surface elevation(s) 100.10 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of 99.10' el. Parent material limestone uplands Flood plain elevation, if applicable na ft F u = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK = Unsuitable for system ❑ S ®U ® S ❑ u El IN U EIS KI U El 12 El CCU SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft Sh S G in. Munsell Qu. Sz. Cont. Color r. z. . Bed Trey& .................. 1 1 0 -10 10yr2 /2 none 1 2msbk mfr 9w if .5 .6 S 2 10 -27 10yr4 /4 none sicl 2msbk mfr 9H if .4 .5 ` Ground 3 27-48 5 r4 4 c2 7.5 r5 8 sl lcsbk mfr aw na .4 .5 elev. 99 ft. 4 48 -55 10 r6 6 c2d7.5 r5 6 cl m na na na niD 2 Depth to limiting factor 27" Remarks: Boring # 1 0 -11 10 r2 2 none 1 2msbk mfr cs if .5 1.6 2 11 -18 10 r4/4 none sit 2msbk mfr qW 1f .5 6 2 U °> Ground 3 18 -27 7.5 r4 4 none sicl if r mfr na .2.3 .�' elev. 4 27-50 10 r6/6 c2d7.5 r5/6 cl m na na na n .2 9 9.4 ft. Depth to limiting factor 27" Remarks: CST Name:— Please Print Phone: Gary L. Sttmini 719 Address: 554 200 h 4 New Richmond, WI. 54017 m02298 Signature: 5 -17 -96 Date: CST Number: PROPERTY OWNER Richard Stout SOIL DESCRIPTION REPORT . Page 2 of PARCEL I.D. # pending lot #34 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Borrxkvy Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 2 mfr cs if .5 .6 -S 3 ` 1 0 -11 10 ... `' x " 2 11 -24 10 r4 4 none sici 2msbk mfr qw if .4 .5 • 4 Ground 3 24 -34 7.5 r4 4 none sl lcsbk mfr cfw 1f .4 .5 elev. 98 ft. 4 34- 0 10 r6 6 2 7.5 r5/6 cl m na na na np .2 Depth to limiting facW4 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # kti i Ground elev. Depth to limiting factor tA Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(R.05/92) 1 STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. CSTM2298 Richard Stout NWgSE4 S3T28N R19W New Richmond, WI 54017 W - - MPRS 3254 (715) 246 -6200 town of Troy lot #34- Country Wood i N 1 =40' top of 1" pipe C el. 100' Alt. BM= top of wooden post C el. 104.8' Z33 e� G � Z YZ a pv'L a ��. o LO �- s 9y 6 p s i Gary L. Steel -17 -96 �C�c f " ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer -l 44 ' ,A&& Mailing Address Property Address sd 3 L Al (Verification required from Planning Department for new construction) City /State R411256 AL (,(O�` . Parcel Identification Number Q %Q - / 23 'f _ SD 0 LEGAL DESCRIPTION Property Location Nun - ..5 1/4, Sec. _-7 T,WN -R Town of 70/2T__ Subdivision 1.0,1041 Lot # 3�_ Certified Survey Map # , Volume , Page # Warmitty Deed # 4C90 +/O 6� , Volume 149 9 , Page # 9.5 Spec house ❑ yes Rk no Lot lines identifiable J' yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a mastprplumber, joumeymanplumber, restrictedplumber or a licensedpumper verifying that (1) the on wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards W t forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin, Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the pree year expiration date. " 9 ! o0 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. � q / / 00 SIGNA OF APPLICANT DATE * * * * ** being revoked b the Zoning De artment. * * * * ** Any information that is mis- represented may result in the sanitary g Y � p ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed STATE BAR OF WISCONSIN FORM 1 — 1982 620405 WARRANTY DEED KATHLEEN H. WALSH REGISTER DEEDS DOCUMENT NO. 0" 1499 PAGE 95 _.. ST. CROIX , WI RECEIVED FOR RECORD This Deed, made between RICHARD t. STOUT AND 03 - 31 - 2000 9:00 AM JANET P. STOUT, HUSBAND AND WIFE VARRANTY DEED EXEMPT N Grantor, CERT COPY FEE: and RAT.PH HARRTC anr9 ANNF PF EIFER E: TRANSFER FEE: 150.00 RECORDING FEE: 10.00 PAGES: I Grantee, Witnesseth That the said Grantor, for a valuable considerati conveys to Grantee the following described real estate in St. Croix THIS SPACE RESERVED FOR RECORDING DATA County, State of Wisconsin: NAME AND RETURN ADDRESS Lot 34, Plat of Country Wood First Addition, Town of Troy, St. Croix County, Wisconsin, — 7 9 DL Co le Tie. f-(, 4.s 040- 1234 -50 -000 PARCEL IDENTIFICATION NUMBER This is not homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances thereunto belonging; And Richard 0. Stout warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, restrictions, rights -of -way and covenants of record, and will warrant and defend the same. Dated this 24th day of March kkZ0" Richard 0r ^'i= (SEAL) JANET P. STOUT (SEAL) (SEAL) (SEAL) r AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. St. Croix County. authenticated this day of 19_ Personally came before me this 24th day of Marrnh x Y9_2D_O,Ohe above named Ricb —d 0 Stout TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by §706.06, Wis. Stam) to me known to mT ¢� f�ttted [he foregoing instrument d a E �NI M T TH IS INSTRUMENT WAS DRAFTED BY K Janet P. Stout 1353 Awatukee Tr. r ' -- Huds W! 54016 Noxf c, County, Wis. (Signatures may be authenticated or acknowledged. Both are not My on is pe r nent. (If not, State expt necessary.) • Names of persons signing in any capacity should by typed or primed below their signatures. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. WARRANTY DEED Form No. I - 1962 Milwaukee, Wn. ICU tj .p 3 3' ! NO2' 3S' 59 "E 391-69 S " t 1 JV l 1 t 11 � 1 ' In n 1 \V7 \�l t VA 3 os t EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. 2. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded circuit. SSPMA DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. SUMP 6. DO install a check valve and a union in the discharge line. AND SEWAGE DO NOT use a discharge pipe smaller than the pump discharge. PUMPMFRS.ASSN. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE 8. DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY 9. DO cover sump with an adequate sump cover. 10. DO review all applicable local and national codes and verify that the installation conforms to each of them. 11. DO consult manufacturer for clarifications or questions. 12. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. 13. DO consider a D.C. Backup System (See the Basement Sentry page 5) where a sump or dewatering pump is necessary for the prevention of property damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. Service Checklist ® A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2Yx hours after disconnecting before attempting service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorregt wiring, open switch„4npeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motor overheats and trips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float fight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, floatorfloatrod bound by pit sides or other, switch defective, damaged or out of adjustment. E. Pump operates but delivers little or Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber. F. Drop in head and/or capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate impeller and pump housing. Check line. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner lieu of all other warranties expressed or implied; and we do not authorize any during the warranty period, every new Zoeller Pump Company product to be representative or other person to assume for us any other liability in connec- free from defects in material and workmanship under normal use and service, tion with our products. when properly installed, used and maintained, for a period of one year from Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky date of installation or 18 months from date of manufacturer, whichever comes 40211 1961, Attention: Customer Service Department to obtain any needed first. Parts that fail, (within one year of installation or 18 months from date of manufacturer, whichever comes first) that inspections determine to be defec- repair or replacement ofpart( s) oradditional information pertaining toourwarranty. tive in material or workmanship, will be repaired, replaced or remanufactured ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR at Zoeller Pump Company's option, provided however, that by so doing we will SPECIAL, CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH not be obligated to replace an entire assembly, the entire mechanism or the OF EXPRESSED OR IMPLIED WARRANTY; AND ANY IMPLIED WAR - complete unit. No allowance will be made for shipping charges, damages, RANTY OF FITNESS FOR A PARTICULAR PURPOSE AND OF MER- labor or other charges that may occurdueto productfailure, repair or replacement. CHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EX- This warranty does not apply to any material that has been disassembled PRESSED WARRANTY. without prior approval of Zoeller Pump Company, subjected to misuse, Some states do not allow limitations on the duration of an implied warranty, misapplication, neglect, alteration, accident or act of God; that has not been so the above limitation may not apply to you. Some states do not allow the installed, operated or maintained in accordance with Zoeller Pump Company exclusion or limitation of incidental or consequential damages, so the above installation instructions; that has been exposed to but not limited to the limitation or exclusion may not apply to you. following: sand, gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), wash towels or feminine sanitary This warranty gives you specific legal rights and you may also have other products, etc. or other abrasive or corrosive substances. This warranty is in rights which vary from state to state. © Copyright 1999 Zoeller Co. All rights reserved. 6 HEAD/CAPACITY CURVE HEAD CAPACITY CURVE EFFLUENT M SEEM - PENN ■I ■\■■ ,' \\■■ \ ■I�m�m�m�m ������ ®mom ®• m�m��� .. ■\■ \■I m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ ■� ■ ■ \ \ \I1 \ ■ ■ ■ ■ ■ MONO ■■ ON ' \E\ ■111\11 \ ■ ■ ■ ■ ■ ■ ■N!�'i l than 30 feet TDH. 110 RI WIN 1 \ \ ■ ■■NWINE NOTE: For Head Capacity on Model 112, Industrial column-explosion proof pump, see FMO2119. \ \ \ \I��111 ■��� ■171 ■ ■ ■E ■ \ \II \!11■■ N MR M■■■■■ „ 03 1111\`111111 ■�! i \ ■N ■ ■N■ taa\1►\111101�'' PEEN ■E ■E ■�� 11\ !Ili\■■ \ ■ ■NN■ \wai;2 I l\\■■N0101 ■ \1 \I 1� 11 i\\!N■E► ■1\ ` \II ■Io\� \�N ■ ■ \ ■■ ♦D CAPACITY M SEWAGE MIMINZIMEME IS I IN _� � IN m® _ =_ = = = =m �■ ■mom■ MEMO 0 IN 15 feet TDH.