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QLio+ 101o$ . 70 - Z3o 7-3 . 3b. 1S, 3-41I 0 ) .4 Q:�L.w. �.c� $s4 z3 REPORT READY RANDY'S INSPECTION Site Address: WISCONSIN DCOMM PERMITM State Hwy 65 Petersen Management Job Number: 5554 New Richmond,WI Number of Connections 1 Number of Connections Online: 1 Install Date: June 1,2007 INSPECTOR: TboN4 B. DATE: !) //YINY COLLECTION Gravity Inspected: No Air Release Inspection: Yes No Comments: N t4 Clean out Inspection: Yes No Comments: N tv DRAIN LINE CLEANED: Yes (W Comments: p„c, N t:T N V-%!r0 CLr6P*3o-41j Pumping Systems Inspected: tj#r Yes (10 If yes,see attached pump system inspections Comments: ,(Cyst ” PWIF Tl�TREATMENT TIME DOSE TO FAST UNITSIASD25 Drip DISPERSAL Inspected: (:;5> NO GREASE INTERCEPTOR Concrete risers in good condition: < a NO Comments: Water Depth: nf Inches Comments: Sludge Depth: 0 Inches Comments: Dissolved O2: Max Sludge Depth: �. Inches Comments: Sludge Capacity: Inches Comments: 1 1fc.. N 5 NJ C Effluent Screen in good Condition: Ostt� YBS-----ids Effluent Filter Cleaned: Comments: Puw,.p 71Aw�k SETTLING TANK Concrete risers in good condition: NO comments: Water Depth: q6 Inches Comments: Sludge Depth: 3 o Inches Comments: Dissolved 02: Max Sludge Depth: 211 Inches Comments: Sludge Capacity: 2 Inches Comments: CLOSE 1-b P%5,t,,, Effluent Screen in good Condition: NN Y.E.4 _-----N4D--- Effluent Filter Cleaned: Yes ------No Comments: g VI—P 0 o N EQUALIZATION TANK Concrete risers in good condition: NO Comments: All Accesses Locked NO Comments: GALLONS PER INCH: IqU3 Pump Calibration Completed: YES Water Depth: VkRiAALIF 30 Inches Comments: Dissolved 02: Sludge Depth: qfrfL(MW Inches Comments: Sludge Capacity: v L(j Inches Comments: Pump#1 GPM:1 DO(, AMPS: ETM: 3$55 41 CNT: L3 01 Pump#2 GPM: b p AMPS: IETM: 3Z1 CNT: 53-113 Floats Checked: a NO Comments: q of Alarm Panel Checked: NO Comments: 400rj Comments: PK L6 L- PLokT CWT : 52331 -- -W s E t,* %N 10P4 6N: 3 23 L L u C 1, 0 1 COT 141. — JW S u4G \ W S oiJ rA: 112- FAST UNIT#1 wpRt$ Concrete risers in good condition: e5 NO Comments: Water Depth: Z Inches Comments: Dissolved 02: Sludge Depth: 2 G Inches Comments: Sludge Capacity: 3 Inches Comments: CI^a "tb BLOWER: AMPS: bN C.. Comments: C),o Air Filter Checked: es No Comments: ►. Splash Checked: No Comments: ► Airline Checked: es No Comments: ` Alarm Panel Checked: NO Comments: ► Comments: QV-T LW-,r pipes T(L'60 ; 5b 1j'J'q FAST UNIT#2 5cpATtA` Concrete risers in good condition: No Comments: Water Depth: Inches Comments: Dissolved 02: Sludge Depth: Inches Comments: Max Sludge Depth: 23 Inches Comments: Sludge Capacity: '} Inches Comments: BLOWER: AMPS: DtJe,. Comments: eto&o Air Filter Checked: No Comments: Splash Checked: a NO Comments: c Airline Checked: No Comments: ► Alarm Panel Checked: doe No Comments: Comments: bV%T (,4F ' P1 P16 S GTi (160 SA-4 /N6 Drip System Control Building Building Clean on Inside: NO Comments: Temperature Checked: es No Comments: k- o N. Drip Cow4rAerOperational: NO Comments: Phone Line Checked: Yes Comments: t�,4%bo Alarm Dialer Checked: Yes Comments: Iv 4�r Drip Pump#1 Checked: NO Comments:STW. 44 ti2 Amps: G :16n5 Drip Pump#2 Checked: NO Comments: W. 422 b2 Amps: : 116633 Zone Flow Rates Checked: NO Comments: op Cross Over Dead Head: a No Comments: Zone Force Mains Dead Head: No Comments: Drip Filters Cleaned: No Comments: Meter Reading: RN 121011083 Excel Spreadsheet File Logged: Yes NO Comments: PRI511,6416, $ ZOI g - 1 23 1 'Q ] 1C,2?0Z S 11OUAP0 144l DRAIN FIELD All Valve Enclosures Located: qW NO Comments: Air Releases Checked: NgE No Comments: Zone Site Walk Performed: IS> No Comments: Drip Zone 1: No Comments: Drip Zone 2: No Comments: Drip Zone 3: No Comments: IDrip Zone 4: es NO Comments: Drip Zone S: No Comments: Drip Zone 6: No Comments: GENERAL COMMENTS/SYSTEM SUGGESTIONS: Qa;,a Q a XQ-bjC5 46col), x L T r t-r c>4 P i P Pao O&OWN 8 0.64 MT' 7-b owl-04L5 'O O c~ O O 3: ci b O 6n, O 4 O O O ~ c C O C O` N~ O ~00 ry rr N c.0 E COO ANN N m CL N V Z N D N N 00 O (6 .O-' Q y N 0 0 0 c ° ay w? UUU a c c c 4. N O C 0 0 N C N N N N C N N N N 3 a- M CL S~ °'-r Cr 0- TTT O m (D O vl 7 O O 'O 'O U .O Z N O -2 O O N a N N N N C m (fl O C C E V C U U O LL C (DD U~ O w N O° Z Z Z O H O N U (n O N U) V/ N -o C 4) CL a'O 0.30 0 ED 3 -O m •C, O M >4- (p 7 F- Q ~2v2.S coQM °.Q¢¢ 0 E I z = oo z d d ° a m N I- Z O E L U p O Z co N d~ ? r Z y N E N 2 U) U) N Q_ A55 ~ J O O) a z Q LO 0 '0 Y N 4) CL n r v N LL p p p, 9 E hi I- z l0 > H mo H • maaa a 0 }y m' J U f6 °O °O ° v N N } 0 0 0 0 ° r O D N OO OO Zi 0 O N N N N Q N a) LO rl- E Q' O O -O (D N N N QD S o ca CO a c v U) NN ? ¢ n iq c9 O O Q C J U) C N 3 'y O O E O N N N N m v CY) H I p N c O C D•• 0 0 0 0 0 0 0 O n to N L C N N N N N N N t: Zrs i25 Z~4 Q 00 N W C a co C Lo (x, C~ O E O N N C C C_ N n f- o) N v Lo 00 c) •~~ll O N v O Z N R' Y O y £ U L: • o a .2 m rr`1~~l 0 g1 A tia2O0) V 62(0 - 1668' - 76 - Z3b { AMEBICANAfANUFACTUBING COMPANY, INC. P.O. BOX 549 Manassas, Va. 20108-0549 1-800-345-3132 703-754-0024 fax (Please fill out and fax to Toni) PLEASE RETURN TO PETERSEN, PO BOX 340, FREDONIA., WI 53021 TEL 888455-6864 FAX 800-669-1232 SEW VICE & MAINTENAN-CE DEPORT Serial # numb-Ir.- `fa? 10S~ Start update., . Name: Address: 14-Y !lm Da#eJT i~nte seJrvi ed 7 - a ~l - Slice Provider. CoR✓'~i'v/ ~~ti.c I Water meter Ong;9 ~S3 f mast have meter rest ( ding every time at site) Are their MW wet spots in the field? O Yes RNo O N/A Are the air release valves in good condition? O Yes O No O N/A bo. all lights &-fldats work? -es. O No O N/A Does control M agree with tank level &c atft itil uts? GWft O No O N/A Does the hydr#unc unit dead head? O No O N/A Du all solavolds: Warm? J"Yw O No O NIA Are allMmileld'- h=flow rates approz the sync as setup? & Yos . O No O N/A Are zone Abrw, fAb" s factory? "os O No O N/A Does the sySA la. automatic? lea O No O N/A Is Fretr~t n 96od condition? Dye$ O No O N/A Is ©omplete s I ; fik satisfactory condition? f3tts• G No O NIA Were approprlsite switches left in auto? Pk Yes O No ❑ N/A Service notes; R AMERICAN MANUFACTURING COMPANY INC. SERVICE & MAINTENANCE REPORT CONT. Serial Service notes cont;: Press (F9) to return to main menu at any time. Press the noted (F2,F3) to review and (F4) to edit the referenced registers. After thirty seconds of inactive viewing of a register, the hand held will return to the top of the function register in use. After another four minutes of inactivity, the hand held will return to the main menu. Legend: (m) minutes, (h) hours, (t) tenths of a second. Ali rest times are in minutes i) M. scr. i M TA &cr. sa. 1~ IT No. RECOR[.t VALUE .No. STATUS VALUE No. EM GS 1 Zone 1 Dose Counter / b a i . Curreint Zorte 3 1 Zone 1 iltun ine, t 1,800-11,700 Zone 1 Dose ETM m) Target Run Time (t) 30 Zone 2 Run Time t 1500-11,700 2 Zone 2 Dose Coutiter Elapsed Run Time t Zone 3 Run Time 1 1 500-11,700 Zone 2 Dose ETI-1, :m 2 Zone Rest Target .4Zone 4 R 11" (t 1,500-11,700 3 Zone 3 Dose Counter ~ ; Elapsed Rest Time U 2 Zone 1 Dose % 100 Zone 3 Dose ETM m 23V_jV 3 SF Target Rest rime Zone 2 Dose % 100 4 Zone 4 Dose Counter 7 SF Elapsed Time m Zone 3 Dose % 100 Zone 4 Dose ETM m 6) . 4 Z1 FF Dose Cnt / Zone 4 Dose % 100 5 Pump 1 Counter .:iaoD Z2 FF Dose Cnt 010 3 2Z 81b gmbg Rest 180 3 Pump 1 ET M m d Z8 Dose Cart 11y. 2Z Peak [-~nabte Rest 108 6 Pump 2 Counter 3 24 FF Dose Cnt 432 °t'D lirabfe . 120 Pump 2 ETM q0/3 ; t Next Zone to Dose 3Z Peak 90 , e R 72 7 Peak Dose Counter 4 Yl Backflush Timer t 5 4Z STD Enable Re€# 90 Peak Enable ETTA 8 S.F. 4Z P n t__ 54 8 High Lvl Counter (opt) ~ Peak SP OFF Rest a 190 High Lvl ETM m o t J 10952. Duplex SF STD Enable Rest 90 9 Peak Zone ETM (m) 0---Off / 1=0n SF Peak Enable Rest 45 Peak SF ETM m "y 7 Peak Dose Allow (h) 72 10 Zone 1 Field Flush Ctr. 3171 l}, O o i t -/,n e- Auto FF Time Int. h 336 Zone 2 Feld Flush Ctr. 3 oo 8 Z1 FF Count Interval 25 Zone 3 Field Flush Ctr. 1 j / j AQ9r C/dUa Z2 FF Count Interval 25 Zone 4 Field. Flush Ctr. 1-7 je9gl 570 O Z3 FFCount Interval 25 7,&,ts ~;4 (,d FF Count Interval 25 Note: All SF Registers pm le- 9 Back Wash 3,000 are Optional features lFrequency(t) * * *PLEASE NOTE THAT IT Is NOW REQUIRED, EVERYTIME THAT AN INSPECTION, SERVICE &OR MAINTENANCE IS DONE AT EACHLOCATION THAT THIS SHEET IS TO BE FILLED OUT & RETURN TO A ME R I C A N MA N UFA C T UR ING pa trip service maimeosnce nowt t.doc 11103 READY t / INSPECTION REPORT Site Address: WISCONSIN DCOMM PERMIT#: State Hwy 65 Petersen Management Job Number: 5554 New Richmond, WI Number of Connections 1 Number of Conn ctions online: 1 Install Date: June 1,2007 INSPECTOR: 8 DATE: 7 /~Y/ 13 COLLECTION SYSTEM Gravity Inspected: Yes No Air Release Inspection: Yes No Comments: Clean out Inspection: Yes No Comments: DRAIN LINE CLEANED: Yes No Comments: Pumping Systems Inspected: Yes No if yes, see attached pump system inspections Comments: TREATMENT FACILITY TIME DOSE TO FAST UNITS/ASD25 Drip DISPERSAL Inspected: es NO NTEftQEPTO Concrete risers in good condition: es NO Comments: Water Depth: Inches Comments: Sludge Depth: Inches Comments: Dissolved O2: Max Sludge Depth: Inches Comments: Sludge Capacity: Inches Comments: Effluent Screen in good Condition: Yes No Effluent Filter Cleaned: Yes NO Comments: tau ,4T.. t Kt z qa 5 MT V N Concrete risers in good condition: es No Comments: Water Depth: Inches Comments: Sludge Depth: Inches Comments: Dissolved O2: Max Sludge Depth: Inches Comments: Sludge Capacity: Inches Comments: Effluent Screen in good Condition: Yes o Effluent Filter Cleaned: Yes No Comments: x, # ram„ as~4.1117ATtON`TA z Concrete risers in good condition: es NO Comments: All Accesses Locked a NO Comments: GALLONS PER INCH: 6 (q hump calibration Completed: E NO Water Depth: Inches Comments: Dissolved 02: Sludge Depth: Inches Comments: Sludge Capacity: hes & .comments: Pump #1 GPM: AMPS: D It I ETM: CNT: Pump #2 GPM: 0,9 ETM: CNT: Floats Checked: a NO Comments: Alarm Panel Checked: es No Comments: Comments: iv -,2 m x i fi wy0,$ Concrete risers in good condition: Yes No Comments: Water Depth: Inches Comments: Dissolved 02: Sludge Depth: saff'Inches Comments: Sludge Capacity: Inches Comments: BLOWER: AMPS: Comments: Air Filter Checked: es No Comments: Splash Checked: No Comments: Airline Checked: es No Comments: Alarm Panel Checked: As No Comments: Comments: Concrete risers in good condition: es No Comments: Water Depth: D Inches comments: Dissolved Oz: Sludge Depth: A Inches comments: Max Sludge Depth: Inches Comments: Sludge Capacity: Inches Comments: BLOWER: AMPS: Comments: Air Filter Checked: es NO Comments: Splash Checked: No Comments: Airline Checked: es NO Comments: Alarm Panel Checked: S No Comments: Comments: 14 ,s .sv S en..Cotrvl8ilk~i Building Clean on Inside: s NO Comments: Temperature Checked: Ye NO Comments: Drip Computer Operational: NO Comments: Phone Line Checked: Yes o Comments: Alarm Dialer Checked: Yes Comments: Drip Pump #1 Checked: es NO Comments: Amps: Drip Pump #2 Checked: NO Comments: Amps: Zone Flow Rates Checked: es No Comments: Cross Over Dead Head: a No Comments: Zone Force Mains Dead Head: es NO Comments: Drip Filters Cleaned: Yes O Comments: Meter Reading: (V 7 00 Excel spreadsheet File Logged: Yes No Comments: a r 0 r~ -Cti mss;<•, „A►N.IE! D x All Valve Enclosures Located: NO Comments: Air Releases Checked: es No Comments: Zone Site Walk Performed: es NO Comments: Drip Zone 1: NO Comments: Drip Zone 2: e5 NO Comments: Drip Zone 3: s NO Comments: Drip Zone 4: No comments: F Drip Zone 5: s No Comments: Drip Zone 6: es No Comments: GENERAL COMMENTS / SYSTEM SUGGESTIONS: r rRSJ i/e D/A 'Ev U N - QD CO U c J O N U .J j~NN N o H 0 Q3C'j C'i m rc U y c0 cp m L E L N N V CO) O corm°O3 LTV) OL 'cr C C co ~n d~ w m 'T~aj Y.r m ° OD oO W Q Om ao ao 0 a. 75 0 N Q m U- -IN w R y w 3 c 3 ax O O c , = a a~ y o 3 y 3 3 q £ t is m ZZ: Q 0 J U ~ t= 42 E C cc Z co 76 Q ^ ~y a pro J~ ~i .9 Oc U) N (n ! c /n 3 c 0 NO a a o o u ~ 3 C W R £ V G a v ~0 v w u O ~,t., R v L U v°' d N O h C O U ° Z R C N Z R C C .O E Q n ~ ~ Or v d o~ E £ c o e v~ V It E o ,o c c a R u ate.. t Z Q v, .o Q > a aoui c c° O .o u _'E Y Fi qZ O R O `o x au~ET~ a, cw = W v1 m o .T w z 07< V a g;; a R ° W y v z N > ca 10 H n~ ua c ac } O o m UUww F+ 'A cc W q z o Q Cz zo O E"~a y9 w u o q a VJ Qv Tam « m 3 c ?`c O' S o Q R T~ o T a r}n hQU 000 p+3yuu o„L'o'R >ov Fao v~ O O t L w3 A "L' o u o c 3 v u n 5 E o. ? < .x v O v = Q y o .o 'O `u' o c v w° y v y s O o: Q y Z v A 73 O o y o `o `c 4 - v `c - a - E.. v d E s- c -E c q ° c ai 'O m O ¢ m :L c W ai w y i. Cn Q W o R-'`vg cF~ c p S a d E- -r- m= m= o w v 4 `v N s W ° s v u£ t 'a i..,° v •O L a o vwi `n W v 4 Q F = a o c c > u u1 H a> ~ o D K¢ ~ y z-'A `o K E° m Z 02 O~ z n oE 'u' °W c W 30 ~ 22 L. Z a v F E£ c 2 c 2~° ^ o a_ W X v O a w u o W ,s t V, o W' £ a ti `v r i w m o ..t v z .u O u Z a 3 Q a K o F R v F+ Q: F H t > ' w v c '3 W c- u m a FFl Q < o 0. v O -i m "E c v v S O O o E 0 4 n F_ o .e C5 c y 'o v 3 S vs _ N °•~-o E;: '_O m= x u>« °v m j'c uri.' O~' ~N m w W- Lz0. t ..NN°'o W3 OLD N ydv F O vto u~ U'o U my c3 HEFOW = 2 OF aaw. 3 e s > F 2 En ~ a r r F F 3 c u y a° L~J 3 H R Q WC4 - "Ea F F uu > H ~co c u W e c y z c v, w ¢.L Fa ` `o O Q o Go i ° T'N F c C uZ 43 Z m ce L<, ¢o O 0 H a sv 3 aci k c d' h c` F= F a ° GZ c~ `v F- ¢ J Z -v R s U s z w W Z w - Q =~O v c F W 3t c v d as S U Z vl W mmW 3 Y AF. O F E v Z c `o H v u v a ;n _d O O Q F- -gym > o F o R > < as v v ` o = Z c v, 'v c c c_ V o a v o o F O ¢ D u ¢ ' a Z J q F¢- O ~z u c;~,a i~ a 'O O 0 ~ O U E z0. 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N m . mD3 N 00) m o d N crn Zvi cm N 7 m° a) N C 3 m 3 mw.. p0 0 0 a) c C D N C C Y a) . a) d a) ` o~ «Qp_Cd mA moc a)~ oa 0N7 o(D o E N_~3 mcm i Cp 0 LO La L.0u - s m 7a) L VOO O> 3 m r_ > 7 U L F- 3 F- m F- O a) F- 2 2 y 3 > N O. N F- C A 'a O m N O U co 41 C am+ _o > Q m U D W LL U = J_- 3 a rn O O N- m e6 a) m m -0 E 3 m .L 5 8 icy 2 iZ M7.J iZ VOL 21 PAGE 5185 XATHLESfi H. REGISTER OF DEEDS ST. VI CERTIFIED SURVEY MAP Ri s CR°Ix Co. RECEIVED FOR ;iHU CORD Located in part of the Northwest Quarter of the Northwest 04/05/2006 02:20P11 Quarter of Sectinn 23, Township 30 North, Range 18 West, Town CERTIFIED SURVEY BAP of Richmond, St. Croix County, Wisconsin; being a re-division of RHC FEEL 17.00 Lots 5 and 6 a Certified Survey Map recorded in Volume 20 COPY FEE-. 5. ~ ~ Pogo 5100 in the St. Croix County Register of Deeds Office. PAGESS 4 This survey is exempt under St. Croix County code of ordinances, land use and development Chapter 13(1) B.3 11 J NOR THWE S 007NER ' „ NORTH UNE Of' MC Nor/4 SEC. 2J-JO-18 NORTH 1/4 CORNER (FOLIND RA&ROAD\ SEC. 2J-JO-18 > 3 1 swu SniK£J I _ -N89'57 40 E 2638.19'- (FOUND SURVEY NAIL) con tarNna ' ^ ' N8757'40"E 664.02' C TH. G _ L6 98.02' 428.46' p L r- r- / 589'57'40J'tV 494.46' ' - N89'57 40"E 1974.17 L.9 Ex/sfinq OrIm I N I 40 'I proinoye eoscnenfffl....50 3 l~ $CO/V 65' tr GWi r~V/s Slyo nee 01~91eds ~i'.". to - GEPAD d. 0./ + N L.B.O. 1000.8. M RIPLEY A~ H.W.E. 998.8 8-2371~x. z LOT 5 co 6 6 = NEW er O TOTAL AREA un a, O IC RICHMOND 1 tai 10 343.338 sq. ft. VVIS' iG 7.88 acres p tS ry -0 I~ w`"'' IF- rd" 'BU 0 Ca _ AREA EXC. R/W + D lefull s Z/ „ J `JJ' Eo9e»:ent ro, 291,613 SQ. 1'. 4 m Mure access to 6.69 ACRES Irr1 O Mwn rood TH _ V C7 ~ NO 1' 554.13T ' z • fszil• on Ir- BEARINGS ARE 2 I N69'57'43"E 598.02' ~Q ID REFERENCED TO THE cn p~ Z WEST LINE OF THE NW 0 BO'Rodlus Tempwory 3 N IL7 1/4 OF SECTION 23, Cu/-de-Sac Eosenfen! U0 IN TOWNSHIP 30 N., r~ o N (to be Ixtlna,dshed upon K5 , ^f extenslcrr of town road) 2 RANGE 18 W. WHICH 3 w 5 IS ASSUMED TO BEAR nj Orohroge Easement \ 6 Noo 2x'28"w. LOT S 4 I I'- TOTAL AREA LINE TABLE 7r A LINE DIRECTION DISTANCE 00 387,285 sq. ft.L n~ 01 rn cn t1 SOO'29 28 E 55.00 co I M 8.89 acres ro L.B.O. 9 4.2 t OD L2 N89'S7 4 E 66.00 r`~ cP tD 1 H.W.E. 9 .2 w L3 N89'57 40 E 66.00 N I a L4 NOO'29 28 W 55.00 L5 NO 02'20 W 22.00 L6 106.15 IZ I S89'53'33"W L7 S43 31. I Tso' L8 5'29 31" 42.33' OP~ Exlstlny (10p O 292.1 L9 S89'51'4 "W L.19 d 1.1 O N89'37 12 E 5.00 1 I f ' rt woy~ p v; ~~v"T►► 4.51 aA .6"'. 66of 6 rn n~ I L11 N89'53 33 E 42.56 i r Sl31091 L12 N89'57'1-3 E 43.89 eo' I I ~ ~ LOT 7 L13 N89'5743 E 14.00 8 z - - - L14 NOO'29 28 W 80.00 in CSM vol.- L15 N89'57 43 E 6G.00 Li 1 :32J.36 P G 51 UQ L16 S00'2- 2 34.40 I x S. 9' 13'33"VY 371.91' L1 S8332 48 E 13.00 r, - _ _X L18 8 S8332 27 W 2911.08 . 2f L19 S4 32 2 27 W 37.24 f-4 C) 13 12 L20 S89'57 4o w 52719 C.0 N L21 SOO'00 00 W 75.00 N N 1-1 WHITETAIL MEADOWS w I t 1 MEADOWS 2Q0 a 200 ` GRAPHIC SCALE WEST 114 CORNER SCALE IN FEET: 1 inch = 200 feet ' ---SEC. 2J-JO•-18 LEGEND ; (FOUND P.K. tVAIL) ,1013 # WI0573IJ172 Section Corner Monument Prepared by: Prepared for and at the request of: of Record -'qf ~j New Horizon Homes, INC. • Set 1" x 18" O.O. Iron Pipe weighing qW 0 Bernard, Shirley, & Steve Kopp 1.13 pounds per linear foot a ConsuuGrgGroup, Ina 1475 HWY. 65 O Found 1-1/4" O.D. Iron Pipe ' Phone No. (715) 246-4319 New Richmond. WI 54017 Building Setback Line Fox No. (715) 246-3830 Drafted by. Michoni H. Lynst ey ® Well location goo P.O. Box 325 Naw Richmond, WI 54017 Q Existing Septic System location Sheet 1 at 4 T^ Future Wisconsin D.O.T. Road Corridor Vol 21 Page 5185 ~1 L (Subject to Setbacks) 1 of 4 Parcel 026-1068-70-230 11/02/2010 02:52 PM PAGE 1 OF 1 Alt. Parcel M 23.30.18.349D-1A 026 - TOWN OF RICHMOND Current 0 ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 05/22/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - RJ OF WISCONSIN LLC RJ OF WISCONSIN LLC 2203 135TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 1307 CTY RD G SC 3962 NEW RICHMOND 1490 131 ST ST BANQUET HA SP 8020 UPPER WILLOW REHAB DIST 1492 131 ST ST C --STORE SP 1700 WITC Legal Description: Acres: 7.880 Plat: 5185-CSM 21-5185 026-2006 SEC 23 T30N R18W PT NW NW BEING LOT 1 Block/Condo Bldg: LOT 05 CSM 12/3342 (16.207AC) FKA CSM 14/3947 LOT 3 FKA CSM 20-5100 LOT 5 NKA CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 21-5185 LOT 5 12-30N-18W NW NW Notes: Parcel History: Date Doc # Vol/Page Type 01/11/2007 842345 QC 09/11/2006 834193 EZ-U 04/21/2006 823410 WD 04/21/2006 823410 WD more... 2010 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/10/2008 Description Class Acres Land Improve Total State Reason COMMERCIAL G2 7.880 123,300 1,840,800 1,964,100 NO Totals for 2010: General Property 7.880 123,300 1,840,800 1,964,100 Woodland 0.000 0 0 Totals for 2009: General Property 7.880 123,300 1,840,800 1,964,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount I Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 ST CROIX COUNTY 4 PLANNING & ZONING January 2, 2008 R&J of Wisconsin Or Current Property Owner 1307 County Rd G New Richmond, WI 54017 RE: Pretreatment System Service and Inspection Requirement Code Adminisrrarion Dear Property Owner: 715-386-4680 This property's Private On-site Wastewater Treatment System (POWTS) includes a Land Information & pretreatment component that must be inspected at intervals specified in its service contract. Planning 715-386-4674 St. Croix County Sanitary Ordinance 12.7 and WI DComm 83.52 (1) state owner responsibilities for maintenance and inspection of POWTS that require evaluation and Real Property- monitoring at intervals of less than 12 months. The sanitary permit issued for installation of 715-386-4677 this POWTS required that an ATU Service Agreement be recorded on the deed for this property. If ownership has changed, this must be corrected. Rc c:vcling 71,;-386-4675 Based on our records the pretreatment unit on this property is due for an inspection and maintenance service. Inspection and maintenance reporting for a pretreatment unit is separate from the routine pumping/inspection required for the septic tank. The certified septic tank pumper and the POWTS maintainer that inspect your system are required to submit reports to St. Croix County so that routine maintenance completed on residents' septic systems can be documented. Please return this form to St. Croix County Planning & Zoning office along with a copy of the pretreatment inspection form completed by the licensed POWTS maintainer to avoid enforcement actions. Please be advised that fines and/or forfeitures of not less than $100.00 and more than $500.00 per day everyday can be issued if the required service is not completed in a timely manner. If you have any questions about what is required feel free to contact me at 715-386-4680. Sincerely, Ryan Yarrington Zoning Technician Pretreatment Component inspection and maintenance service date: POWTS maintainer Name and license number: POWTS Inspection Service Contract provider name: Address: Phone: Service Contract date and duration: ST. CRO/X COUNTY GOVERNMENT CENTER VIII 1 101 CARM/CHAEL ROAD, HUDSON, W/ 54016 715-386-4686 FAX WWW.CO.SAINT-CROIX.WI.US PZOCO. SA/NT-CRO/X. W/. US G ~ •S9 ~ OO J' m 'J.' 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EO ° •.D as v 0m E O 00 m m U a) N *0 C ~ m 0) I C: c O N C cn v! oU 7 N C N B N C > T, ; N N O C 3 m w o O O q Y d C G - (f) C .S d) 0 N CL 0 41 :3 c (x C- = C) :3 a) y 0 0 d` m - n c N T T a C c 0 0 N m m a) m Mk 8450 Cole Parkway ■ Shawnee, KS 66227 ■ Phone: 913.422-0707 • e-mail: onsite tiom' r bi Fax: 91T (3 2 8) ~ ' o a ~m www.biomicrobics com • 800.753-FAST (3278) MIN'C P O R A T E D Warranty Registration & Start-Up Report Please Circle or Highlight RECEIVED Model: MicroFASTe HighStrengthFASTe RetroFASTe NitriFAST® L o0 Model Size: 0.25 0.375 0.5 0.75 0.9 1.0 1. ~~~g 200 5 3'0 4 S1~ ~olx courv~-y Serial Number: 9615, 9616 _ Date of Installation: July 18, 2006 INSTALLATION SITE NAME Owner or Manager ADDRESS Company: R & J of WI / Derrick 1490 131st Street CITY/STATE/ZIP New Richmond, W! 54017 PHONE/FAX OWNER if different than INSTALLATION SITE NAME Owner or Manager ADDRESS Company: R $ J of WI / Derrick CITY/STATE/ZIP New Richmond, WI 54017 PHONE/FAX BIO-MI(:ROBICS_' DISTRIBUTOR NAME Petersen Supply ADDRESS PO Box 340, 421 Wheeler Avenue CITY/STATE/ZIP Fredonia, WI 53021-0340 PHONE/FAX 262-692-2416 262-692-2418 INSTALLER SERVICE PROVIDER *NAME T.~. Sinz E5609 708th Avenue E/ZIP Menomonie, WI 54751 X 715-235-2644 715-235-2592 , CONSULTING ENGINEER if applicable) NAME ADDRESS CITY/STATE/ZIP PHONE/ FAX Please mail or fax completed form to Petersen Supply, Fredonia, WI 53021 Tel: 888-455-6864 Fax: 800-669-1232, Box 340, over--> Thank you. A Complete this section ONLY if the FAST© was installed in tank at the jobsite. i Tank Manufacturer. ✓ Tank Model No. -1 I po 13,b Working Liquid Volume in Trash Collector Chamber: Z0, Ogo Working Liquid Volume in FAST Treatment Chamber: k" 1 cy-, FAST system installed using which method: Lid Suspension (Check one - X) YLeg Support FAST system installed into tank by whom: B Tankage Yes No Service & Access Ports Yes No Concrete Tank 06 Trash Tank Clean Out Present o Fiberglass Tank NVD FAST Chamber Clean Out Present Anti-Flotation Installed D Trash Tank Vent H2O Loading Capabilities Yc;S Inspection Port Access to Grade Yw Fill Over FAST Lid H 6:10 E,, Tank Level _ S Watertight Joints & Pipings C Alarm Panel/Piping Yes No Visual Element Operating A, Length of Air Supply Line: 3 Audio Alarm Operating Y,. Diameter of Air Supply Line: 311 Sensor Switch Installed IND D Air Blower Yes No Yes No Filter Element Inside ` 6 Inlet and Outlet Pipe Installed Correctly ` Blower Hood Installed ~G5 Blower Operates Correctly Blower Hood Secured Blower Area Subject to Flooding Blower Ar ntilated Blower Area Subject to Snow Load Wired for igh f Low Voltage (Circle one) Blower Hood Ven _ Y d ~ tage: V,N~- ut) Single Phase r three Phase Brand: ~X _c /L 50 Hz or 60 Hz: -7 L_E Treatment Unit Yes No Yes,/No Air Lift Operates Correctly U Remote or Inspection Port Vent 163 Module Insert Stable, Module Sealed & Bolted to Tank Z5 4" Outlet Pipe Placed !.~5 Air Line Connection Glued to Airlift )16 Length of Vent Line: y Size of Vent Line Pipe: N' Treatment Unit Yes No Yes No Manuals Onsite for Owner VINSF Inspection Service Given to Owner Warranty to Owner After NSF Service Contract to Owner G Remarks & Describe/Sketch Treatment System Components and Configurations Attach Additional Sheets if Necessary) i * Product Registration Report must be completed and returned to Bio-Microbics, Inc. to effect warranty.* fast product registration with fields.doc 05103/2006 09:48 7152352592 T L SINZ PLUMBING PAGE 02/03 ` Wastewater Services POW rSINSP'ECTION AGREEMENT The correct operation of the below equipment significantly influences the life of the wastewater system. Periodic inspections will help extend the life of the system and prevent the need for costly repairs. This agreement authorizes access to your POWTS equipment by a trained and authorized Petersen technician during daylight hours to provide regular inspections and routine maintenance to help assure the equipment is worldng properly. It is hereby agreed by and between Purchaser and .-f- L , l rvice Provider) that in consideration of the payments provided for herein, Service Provider will provide a services of a factory-trained representative to perform periodic inspections of the equipment described below, Service Provider will prepare a written report after each inspection and provide a copy of the report to the Purchaser. This report will contain recommendations for any operation and maintenance deemed appropriate by the inspector. This agreement does not assume any responsibilities or obligations that are normally the responsibilities of Purchaser and does not extend to cover any costs that may be associated with any recommendations made under this agreement. In no event shall Service Provider be responsible for any special or consequential damages, including but not limited to. lass of time, injury to person or property or incidental economic loss due to equipment failure or for any other reason whatsoever. Service Provider may supply additional services, parts or labor only after authorization by Purchaser. This agreement shatl remain in force fora L.! FETf~ PAT T 1 Ir OF beginning and will automatically renew each year thereafter for one year unless canceled by either party Wit at least 30 days written notice. This agreement may be canceled by the Purchaser only if replaced by a service agreement with an authorized service provider for the equipment listed below. Service Provider may delay or cancel future inspections if payment becomes at least 15 days past due. Periodic Inspections: The Purchaser agrees to pay Service Provider $ - per inspection for four (4) inspections for the first two years at six month intervals and one (1) inspection each year thereafter, Payment for the first two years of inspections is due at the time of installation; additional ayments re due upon inspection. Any additional testing or services required by Purchaser will be billed based on ti a and a rial amounts, c Date Service Provider--4 . J NZ ?46(w Signature Phone Address 7Q~ d. IkVr City State . ZIP 5`f'1 S i E uii meat Covered Under This A reement Description Model No. Swiiai No. Install Date Location If different from System i Owner EKA.w- System Owner: Company Name, aF CO I P"1 I_.~.C Date: / Signature: - 7 /Vo (O Prtnt "aw. P~1`4tJ ALL Peon: Street 2 7 / 35~J~ Pax: City, State, Zip: !5-(-C 0 G"1 t3 Ma11: Payment Type_ J Check U Cash U American Express a Visa U MasterCard U Otner Credit Card No. Exp. Date Payment Amount: $ Name on Credit Card (print) Signature; WC"AA F dby Tel: 888-455.6864, 262-692-2416 esources L.LC Fax: 800 69-1232, 262-692-2418 Wheeier Ave., Fredonia, V%A 53021-0340 u8A %-Mail service@petersen ,c SERVE Our Customers QUALITY PROpUCT s SINCE 1918 ~ 4B 2430+at Z KATHLEEN H. WALSH ~P REGISTER OF DEEDS ST. CROIX CO., Document Number ' Document Title in I RECEIVED FOR RECORD St. Croix County 05/03/20% 01:2@pU AEROBIC TREATMENT UNIT (ATU) AGREEMENT SERVICING AGREEMENT EX9PT # • RfiC Ffifi: 11.00 TRANS FEE: State Plan Transaction Number - I z(o(ol CO Zee ~ L-dk ccdl e.l a PAGES : i Name - caner) Ty d or printed Being duly sworn, states, under oath, that: 1. He/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume Page Document Number SZM )b St. Croix County Register of Deeds Office: Recording Area A parcel of land located in the Nw 1/4 of the A&Jt/4 of Section Name and Return Address 23 T 30 N-R )S W, Town of Ra~~ Ca~~L ;ik~ cw.rna.ti~ , St. Croix County, Wisconsin, being 2z-o ~ duly described as follows (include lot no. and subdivision/CSM or 54 of detailed legal description): 0 2(0-/d(bV -7d --3Z ; 6-/668- - Parcel Identification Number (PIN) Agreement Date: ~ O ~ As an inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unit on the above-described property, we agree to do the following: 1. Owner agrees to conform to all applicable requirements of Comm 83, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS (Private Onsite Wastewater Treatment System) technology. If the owner fails to have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Commerce to prevent or abate a human health hazard as described in s. 254.59, Stats., the governmental unit (Town) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 66.0703, Stats. 2. The owner agrees to maintain a contract with a licensed POWTS maintainer for the life of the system. The POWTS maintainer will perform periodic inspections and maintenance as required by the manufacturer and the Department, including, but not limited to: the blower, electrical controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s. 254.59, Stats. 4. The owner recognizes that the county, Department of Commerce, or POWTS maintainer may make periodic inspections of the components to complete performance monitoring of the unit. 5. The owner or the owner's agent agrees to report to the department or designated agent at the completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within 10 business days from the date of Inspection, maintenance or servicing. 6. This agreement will remain in effect only until the county office responsible for the regulation of POWTS certifies that the aerobic treatment unit no longer serves the property. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the existence of the certification to be determined by reference to the property. 7. This agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement shall be recorded in a manner that will permit the existence of the agreement to be determined by reference to the property where the Aerobic Treatment Unit is installed. Owner(s) Name(s) - Please Print Subscribed and sworn to before me on this date: 6 I~t2 0 Notanz net's Signature(s) Notary Pu is ~1e" , 41t4L.,~ Govemmental Unit icial Name Title - Pease Print My Commission Expires /ee.44 14, s Governmental U i Offi ial Signatur Drafted by: St , Cfo,~ ev Zn', Persona form on you provide may be used for secondary purposes [Privac aw s. 15. (1)(m) ,3• 0, tv ~6 j "THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE" -1 fed bYsubmitter. document title name & return address and PIN (if required). Other infomlatb s~cpa57hel r etc. maybe placed on this first page of the document or maybe placed on additional pages of the'documentr ~e page to your document and 52.00 to the recording fee. Wisconsin Statutes, 59.517. Elevation Data Station BS HI FS Elevation 0 v,OI 3-0 o d r~ o ~ e c ~1. T o m CCDD A N O O 00 PO Ifi W N lO(xJ, • 3 < t11 p rt C- W C 111 y _ N j1 O O O 01 = N N CD = N 3' N a ~ Z 0. CS 7 A V N C A C (a 0 O O N O I 3 = ~ ~ y y ~ ow ~ D O cn v D a n cam. ~ m (a a C CL ° W o o rn 0 Z3 0 ID F:~ z c` co O N !3 O O O N lD $j N N M c . a CL 000W. 0! <cnz to vi N c 1 D V a a rv O OL CAD ; ro N -DiD°~i Cam- T*A , m CD o • m ! t~l mOt o ! -1 CO) y V ep► w Az' I 3 m"0 :E ~Z N Z i O I = CT o a CD 4 a c p' C aCD co_ n o xo = T o 2 m c 6 0 N N O~ OZ Ll m \ CA N (D EL I ~ N ~ 7 N ~ a = c I (D G) rn°2 a CD 'N A I N H N ~ - ~ N > (D CD c p m p0 A . CO a y = o n N S 0 `L'z~~°c °T' o 1 A (b (D (D w O p N CL - Q s y 3 y 7 O O ~ - A I O V OC I N ti O b (D A 0'C p (A 0 ti O (D a i c ■ r o,,o ■-~{fib ~G{wp ~ =6.~ ■ ■ 9 ` ~ O 5 111/// O ~ ■ ° ~ Lg ■ 7. 4~:,Lt ■ ~ ~yQ.~.,-t~,:s ~^^°-,.1~ ,.mot s ■ ■ ■ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 488161 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 Nafne: City Village X Township Parcel Tax No: R&J of Wisconsin Richmond, Town of 026-1068-70-225 CST BM Elev: Insp. BM Elev: BM Description: i Sectionf town/Range/Map No: /001 • ~Y" 420 ~'/)j ~ 1-7; vt.. 5-1 J~_) 23.30.18.349D I TANK INFORMATION EL VATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic , Benchmark osing f "r o'L Alt. BM A'7~ r • 4 /0~~. 610 Aer n , BIdQ_ ae =r 0 OT 1`14LK - l C~Uv ldcldiag. t Inl et, el ,5, 4 j' df G ~i~ -g > t Outlet TANK SETBACK INFORMATION s ffj 3 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header/Man. Aeration Dist. Pipe Holding- Bot. System PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand St Cover GPM 20, Model Number { I TDH Lift Friction Loss Svstem Head TDH Ft Forcemain Length Dia. Dist. to We!I Lr- SOIL ABSORPTION SYSTEM = BEDITRENCH Width Length No. Of Trenches PIT DIMENSI S No. Of Pits Inside Dia. 7Vid Depth DIMENSIONS ' SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING manufacturer., INFORMATION CHAMBER OR Type Of System: UNIT Model Number. bell (1, hi t DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER lix Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth er ]xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil e Yes N No ne Yes Fv~ No COMMENTS: (Include code discrepencies, persons present, eta) Inspe Id"n #1:/ Inspection #2: Location: 1307 County Road G New Richmond, WI 54017 (NW 1/4 NW 1/4 23 T30N'' R1~~8W) NA L',tt Parcel No: 23.30.18.x.4 l 1.) Alt BM Description = ,I ;JK ~r rt•{ i"A ~D 1 ~`1 • (p~ r 11 2.) Bldg sewer length - amount of cover = i Plan revision Required? F&I Yes Fwl No Use other side for additional information. 'BD-6710 (R.3197) Date Insepctoes Signature Cert. No. L t ' _ - i M1 ~r.~ ~ !'TQ t ...a , . ~ ~r . . G- . . i 4, ~ ' r , Y s4 IL T~ ~ . ~ C 4 i yr ` ~ ~ ti ' r ~ ~ Safety and Buildings Division county C/•~t K 201 W. Washington Ave., P.O. Box 7162 S r Nvitconsin Madiq tt, W4 53X7 7162 Sanitary Permit N>miber (to be filled in by Co.) f(608) s- . y~g t ~O Department of Commerce., Sanitary Permit Appli a , n State Plan I.D. Number d In accord with Comm 83.21, Wis. Adm. Code, personal Z o may be used for secondary purposes Privacy La , sl5.O4(l Xm) Project ~Address if different than address) 1. Application Information - Please Print All Information J Owner's Name I Parcel # # Block # n WA 1, E it ~itao or l~~.t~nct ~ h a Ve MA - 70- zz Property Owner's Mailing AdMess Property iodation 9po.5 13rl 'sr- g '%4Y/., Section ;Z3 City, State Zip Code Phone Number / l ~w 44aw ' v tar I? (~.i 3' OSO ~p T 30 N; R tgkcir or, • 341 ' U. Type of Building (check all that apply) 6 ❑ 1 or 2 Family Dwelling - Number of Bedrooms 5ft- ~Ieuv%-- Subdivision Name CSM Number Za 5 / Oa Public/Commereial - Deacribe Use 'r f rhre 07 ❑ State Owned - Describe Use ❑City_❑VW ge Wr wnship of~ r III. Type of Permit: (Check only one box on line A. Complete Hue B if applicable) A News ter ❑ Replacement System ❑ TreatrnmUHolding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Pennit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New list Previous Permit Number and Date Issued Before Expiration Plumber Owner ' IV. Type of POWTS System: 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 ❑ Constructed Wetland ❑ Pressurized ln-Oround ❑ Holding Tank ❑ Peat Filter Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating S the c Media Filter ❑ Chamber ❑ Driline ❑ Gravel-less Pi Other lain) m--- V. Dis real/ Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (al) Dispersal Area Proposed (sf) System Elevation 90 ✓ . 2L3~S 3 0~1. f 30001.89 ✓ 98 '411V 93 ' Vt. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Ctiiailons of Units t Concrete Constructed Glass 1(~ W Now F-Wtisry (10I D r t/~+ PJ1K~ >G Tanks Tanks i G septic o r ti ` I e i 6 s r q ak Aftou 10ow a W t t S e d', X ✓ Atnobic Ti/cataicta Unb 0 JIM* t J Dosing Comber 0 ODD F(t;SC ed VII. Responsibility Statement- 4 the an ed, asanma nsibitl for installation of the POWTS shown on eatteeberiplans. A s Name (Print) PI 'a i MPMIPRS Number Business Phone Number L ~t~u t 00 0 IN L Z '?l 29,5''- Z.f. arS~ Plumber's Address (Street, City, State, Zip Code) S` 0 9 70 8 ' *N£ Lk toaU4twe Wt fe7ri V oar /De rtment Use Only "pro ved Sanitary Permit Fee (includes Groundwater Da !ss lssuin )jemt Sie ,0 e ea Reagan Surcharge Fee) / 3 3a • a° s d t~ IX. Conditions of ApprovaMasons for DQpproval `Jt} G SYSTEM OWNER: 3) 1. Septic tank, effluent finer and dispersal cell must all be services / maintained e.1t+,t-e,4_ as per management plan provided by plumber. 2. AN setback requiremenite must be maintained « par appNcd* code / ordinances. I AtNek eomplete plum (to dra County only) for system es Papor bas s112 s 11 ing Is size SBD-6398 X 01/03) Go f o . l _ ~ a s ~ a ~ ,:+~K i A :~R'~'"~* wµ'~wN III d ~~3. Rs~ ~ ~ ~~t, - .t ~ .'i'~„ ~ •'~SJ t ~ a '.d :r a'►i~yfl•9~'U~.:9' NvBQ,b:. h i .~'t'!!G'!'U11} 4tN~ SfC~k~~~IQtN l6 - I Safety and Buildings 4003 N KINNEY COULEE RD .COmmerce.Wl.gov LA CROSSE WI 54601-1831 ItIsConsin TDD (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov epartment of Commerce Jim Doyle, Governor Mary P. Burke, Secretary May 01, 2006 CUST ID No. 139462 ATTN: POWTS Inspector ZONING OFFICE TODD L SINZ ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/01/2008 Identification Numbers Transaction ID No. 1266189 SITE: Site ID No. 712087 R and J of WI Please refer to both identification numbers, 131" Street above, in all correspondence with the a enc . Town of Richmond, St Croix County NEIA, NEIA, S23, T30N, R18W FOR: Description: Commercial ( Banquet Hall and Gas Station) Drip System Object Type: POWTS Component Manual Regulated Object ID No.: 1072879 Maintenance required; 7,904 GPD Flow rate; 46 in Soil minimum depth to limiting factor from original grade; System: Drip-Line Dispersal Component Manual SBD-10657-P (N.6/99); Aerobic Treatment Unit, Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.0 l(10), Wisconsin Statutes, is responsible for compliance with all code requirements. COn, No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,~~ stats. The following conditions shall be met during construction or installation and prior to occupancy or use: E RTMEJ N OF Reminders SEE CORK • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • The FAST 9.0 units must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • A maintenance and monitoring contract for the FAST 9.0 units are required for as long as the unit is in service. • The dose to the pretreatment units is to be field calibrated. The dose is not to exceed 110 gallons per 30 minutes. The manifold that splits the dose to the two units is to be checked annually to insure equal flow to the units. • The manufacture's approval for the use of the Bio-Microbics units for this application is attached to this letter. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c TODD L SINZ Page 2 5/1/2006 • 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 POWTS 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. Stat • Comm 83.220 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who. are responsible for the installation, operation or maintenance of the POWTS. Sincerely Fee Required $ 745.20 Fee Received $ 745.20 • ~~fj~~ '~j~ Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II, Integrated Services WiSMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday charlie.bratz@wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote, Certified Soil Testing i i INCORPORATED 8450 Cole Parkway Shawnee, KS 66227 Phone: 913-422-0707 = Fax: 913-422-0808 E-mail: onsite@biomicrobics.com • www.biomicrobicsxom• - 800-753-FAST (3278) May 1, 2006 Sent Via E-mail Mr. Tony Birrittieri Petersen Supply, LLC 421 Wheeler Ave. Fredonia, WI 53021-0340 RE: Wastewater Treatment System, R&J Project, Transaction # 1266189 Dear Mr. Birrittieri; We received your request. regarding the above mentioned project. It is our understanding that the design will include two HighStrengthFASTO 9.Os installed in parallel. The systems will be flow equalized and time dosed, and will receive estimated flows of 3643 gallons per day and 1626 gallons per day, for a total of 5269 gallons per day. Since the units will be time dosed we recommend a dosing schedule to deliver 1-21/o of the maximum daily flow per unit per dose. In this case that would equal 52-105 gallons per dose. The dosing should not exceed 4% of the maximum daily flow in any hour to any one unit. The units will receive-.approximately 32 pounds of BOD per day. Each unit can be expected to remove 18 pounds of BOD per day for a total of up to 36 pounds per day. Provided that there are no issues which would compromise the performance of the FAST system (temperature, toxicity, grease, etc.), and the plants are installed and operated correctly, effluent goals of 30/30 should be achieved. Sincerely, Kelly Blandford Research and Regulatory Specialist Bio-Microbics, Inc. • R and J of WI - Drip Dispersal System Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Drip Dispersal, SBD-10657-P (6/99) Pressure Distribution, SBD-10706-P (01/01) Location: NW 1/4, NW '/4, Sec. 23, T 30 N, R 18 W Town: Richmond County: St. Croix Date: April 26, 2006 Owner: Randy Calleja RECEIVED Address: 2203 135' St. APR 2 4 2006 New Richmond, Wl 4017 SAFETY & BUILDINGS Designer: Todd Sin Signature: License: MP 13946 ~►ntty Attachments: SBD-10577 -Plan Approval Application '~tio ~~~D SBD-8330 Two structure Affidavit (pending) T OF COMMERCE TEY DINGS Page 1: cover 11: septic dose pump curve `5PONDENC 2-2b: overview 12: head loss chart 3: design criteria & calculations 13: general system management 4: drip system spread-sheet calculations 14: system specific management 4a: drip pump timer, spread sheet calculations 15: general plot plan 5: plan view, drip lateral detail, typical 6: drip cross section, typical 7: pump tank exit detail 8: pump specifications 9: drip pump curve 10: septic tank dose pump detail page 1 of 15 Randy CalleJ'a Project - R and J of WI - Overview The project has two buildings, a restaurant with banquet hall and a service station-convenience store. Estimated flows are based on owner supplied information and building plans. Daily flow from the restaurant-banquet hall building will likely vary considerably. Higher flows from the restaurant are anticipated around weekends. Potential peak flows will be coincidental with banquet hall use with a potential maximum seating of 408 seats. Average, anticipated banquet hall use will be only 300 seats per week or a nominal 43 seats per day. Flow Calculations Restaurant/bar 126 x 22 gpd = 2772 gpd Floor drains 15 x 25 = 375 " Employees 15 x 13 = 195 " Banquet seating (300/wk @ avg.) 43 x 7 = 301 " Subtotal, estimated flow = 3643 gpd Design flow 1.5 x 3643 = 5464.5 gpd For peak flow w/ 408 banquet seats @ 7 gpd per seat, add (408-43) x 7 gpd x 1.5 = 3832.5 Potential peak design flow = 5464.5 + 3832.5 = 9297 gallons/day Potential peak septic capacity = 19,412 gallons on a three year servicing cycle. Grease trap/tank required; high strength effluent anticipated @ nominal 800 mg BOD5/L Service Station/Convenience Store 4 floor drains x 25 gpd = 100 gpd 2 FTE x 13 gpd = 26 " 500 patron x 3 gpd = 1500 " Estimated flow = 1626 gpd Design flow = 1626 gpd x 1.5 = 2439 gpd 5093 gallons is minimum septic tank sizing with typical convenience store effluent described as nominal 600 mg BOD5/L BOD5 Calculations Restaurant: (3643 gpd x 800 mgpLpd x 8.34 lb/gal)/106 = 24.31 lb Service station: (1626 gpd x 600 mgpLpd x 8.341b/gal)/l06 = 8.19 lb Total BOD5 at estimated flow = 24.31 + 8.19 = 32.5 lb/day The ATU units are sized to accommodate the estimated flow which will be controlled by timed dosing from the oversized septic tanks at no more than 3643 + 1626 = 5269 gallons per day. Each Biomicrobics, HighStrength FAST 9.0 ATU is conservatively rated to remove 18 lb of BOD5 per day (maximum removal is 20 lb per unit per day). Two units in parallel can thus easily treat 36 lb of BOD5 per day and possibly treat up to 40 lb per day. Page 2 of 15 General System Description The service station-convenience store will sell some snack foods using all paper service. Interior plumbing will have a standard interior grease trap to accommodate the minimal anticipated v ume of greases or oils. All building effluent will flow into a Wieser 6010 gallon septic tank Tank 1) ocated near the southwest building corner. Septic tank effluent will then flow south and-M7 in a four inch PVC line at nominal five to six foot depths to join the building sewer from the restaurant banquet hall building. The four inch effluent line is equipped with cleanouts every 80-90 feet. kitchen sink and-dishwasher effluent from the taurant-banquet hall will exit the building into a Wieser 6010 gallon grease interceptor tank (Tank located near the southeast building corner. Bathroom effluent from the building also exits near e southeast corner and joins the grease interceptor effluent downstream of the grease interceptor. The combined effluent flows west at nominal five to six foot depths via six inch PVC building sewer service equipped with cleanouts at one hundred foot intervals. All efflue then enters the septic tank complex which consists of two Wieser 10,000 gallon septic tanks Tanks 3 &4 connected in series at the bottom via approved connectors to function as a singe , gallon septic tank. The second 10,000 gallon septic tank is equipped with dual alternating pumps, Hydromatic SHEF 30s, controlled by timers to deliver 5269 gallons per day in evenly distributed doses to parallel Biomicrobics, HighStrength FAST 9.0 units, each in Wieser 9100 gallon FAST tanks imed dosing is 219.5 gallons every hour for 109.75 gallons per hour to (TaProposed t ea The pumps will be inside an Orenco screen vault, SV 1584-18, (or comparable) to separate the pump intakes from the bulk of accumulating sludge. The pump effluent line is equipped with a SimTech filter, STF-100A2, to ensure minimal suspended solids delivery to the ATU units. The timer dose enable float will be located 38 inches above the tank bottom to give a forty-eight hour, estimated flow, surge volume of 10, 538 gallons above the enable float. The pump effluent line will service a level manifold to evenly distribute flow between the two ATUs. Service from septic tank pumps is 1.25 inch, PVC schedule 40 and consists of an estimated 17 feet to a level manifold which splits the flow evenly between the two ATU units. The inlet to the ATU tanks is 1.5' below grade of 996 which puts the inlet at 994.5. System head for these pumps is estimated at 11.55 ft which gives a nominal flow of 28.2 gallons per minute. The specification is to dose 11 v , gallons each **W~ _i so the tentative pump timer setting is to be on for 3, I minutes with-L6. V minutes off between doses. This must be confirmed and calibrated in the field to dose the specified t t D gallons. Treated effluent from the ATUs will gravity flow into a Wieser 4200 gallon pump tank (Tank 7) where duplex, high head, turbine pumps, Sta-Rite 50 gpm, 3.0 HP, 4 inch, will deliver timed doses to the hydraulic control unit via a 1.5 inch PVC schedule 40 force main. Since the estimated flow will be time dosed into the ATU, the estimated daily flow will also be time dosed into the drip dispersal zones via the hydraulic control unit. Five 1.5 inch, PVC schedule 40, supply lines service the five dispersal zones from the hydraulic control unit. As each supply line terminates in a supply manifold between the two cells of each zone, ten 0.5 inch pressure tubing connects to five 200 foot long, 0.5 inch, pressure compensating drip lines on each side of the supply line. The drip lines each extend one hundred feet, are reoriented 180 degrees via about four feet of 0.5 inch pressure tubing, and then return one hundred feet. The ten terminal ends of the drip lines are then connected to a return manifold of 1.5 inch, PVC schedule 40 pipe with ten 0.5 inch pressure tubing connectors. Page 2a of 15 Bofh the supply and return manifolds are equipped with an air release valve at their high points and with a one-way valve at the return line prior to connection to the common return line. Short supply and return manifolds are located at the high topographic point of each zone and slightly above the highest drip line so that they drain down when the pump shuts off. Extra backfill will be typically required to achieve required manifold elevations and give a minimum of one foot of settled final cover. Supply and return lines to each zone are located five to six feet below grade and are plumbed vertically to their respective manifolds through a common insulated four inch PVC riser. The common return line is 1.5 inch, PVC, schedule 40 pipe, and returns flow sequentially from each drip zone to the hydraulic control unit. From the hydraulic control unit a 1.5 inch, PVC, schedule 40 return line returns drip line, aerobic, highly treated, return flush water all the way back to the building sewer line prior to entering the 20,000 gallon septic tank complex. This aerobic, return flush mixing with the anaerobic septic tank effluent helps to denitrify the septic effluent. The hydraulic control unit will sequence the estimated daily flow over twenty-four hours through five zones of two drip cells each. Each zone will consist of 4000 square feet of drip dispersal area for a total area of 20,000 square feet. Estimated flow loading will thus be 0.26345 gallons per day per square foot. Timed dosing should virtually eliminate volume excursions above estimated daily flow. Design flow is nominally 150 percent of estimated flow and soils loading calculated on full "design flow" would be 0.395 gallons per day per square foot. Peak enable floats at maximum capacities of relevant tanks would allow flows in excess of estimated flow. The hydraulic control unit is located in an insulated frame structure serviced with power and a dedicated telephone line. The building is electrically heated, thermostatically controlled to maintain temperatures above freezing at a nominal 36' F. The control unit is supplied with an American Manufacturing supplied modem panel designed to automatically dial a fault message if any component goes into alarm mode. The modem panel is customized to include alarm mode capability for the septic tank time dosing pumps and for the ATU blower motors. The modem panel provides dial-in data retrieval capability. General Construction Information 1. The drip zone area must be preliminarily cleared of any stones on the surface and backhoe pit residue. 2. Soil pits subsistence must be filled with reasonably compacted backfill and the accumulated ridge of topsoil along the old fence line leveled. 3. Prior to drip line installation the general area will be of uniform topography and clear of any obstructions. 4. The entire drip dispersal zone must be fenced off to separate it from general site construction activity. 5. A preconstruction meeting must emphasize to all contractors the importance of staying off the drip dispersal area. 6. No activity on the drip dispersal area is allowed other than the minimum required to install the system. 7. No wet weather installation is permitted. 8. The drip tubing shall be installed using a vibratory plow, trencher, or by hand. 9. All PVC pipe and fittings shall be PVC schedule 40 Type 1 rated for pressure applications. All glued joints shall be cleaned and primed with purple PVC primer prior to being glued. page 2b of 15 10. All cutting of PVC pipe, flexible PVC and dripper tubing of size 1.5 inch or smaller shall be accomplished with pipe cutters approved by American Manufacturing Company, Inc. No sawing of PVC, flexible PVC or dripper tubing of size 1.5 inch or smaller allowed. 11. All PVC pipe, flexible PVC and dripper tubing in the work area shall have the ends covered with duct tape to prevent construction debris from entering the pipe. Prior to gluing, all joints shall be inspected for and cleared of any construction debris. 12. All automatic valves shall be installed with isolation valves, bypass valves, and disconnects (i.e. unions, flanges) for manual field operation during field maintenance events. All valves must be provided with at-grade access. 13. Drain field supply and return lines shall be installed at adequate depth to prevent freezing. Horizontal spacing between dripper lines and the installation depths to be as specified. 14. The installing contractor shall be certified by American Manufacturing Company, Inc. to install this type of system and shall participate in the pre-construction meeting with individuals responsible for soil evaluation, design, permitting, and inspections prior to site work beginning to insure protection of the site conditions and to ensure the system is installed according to design. 15. If site conditions are determined to require the installation of the system to deviate form these plans, all work shall stop immediately and the designer shall be notified. Any ongoing work shall be the sole responsibility of the contractor. 16. All force mains shall be tested for leaks prior to drip tubing installation and prior to system startup. Uncovered force mains shall be visibly inspected for leaks. If a leak is suspected in covered force mains then the force main shall be retested at a minimum pressure of at least 50 percent above the design operating pressure for at least 30 minutes. There shall be no discernible leakage. 17. Prior to startup, the air release valves shall be removed and each zone flushed as follows: a) using an appropriate length of flexible pipe with a male fitting attached to the air release connection to direct the flushing waster away from the construction area; b) flush the zone with a volume of clean water equal to 150 percent of the pipe volume from the central unit to the air release valve; c) repeat this procedure for each zone accomplishing the flushing by a manual override of the control panel. 18. The ASD 25 Hydraulic unit shall be placed on gravel for drainage. The gravel shall be provided with a screened drainage to daylight downslope. 19. All air release valve and cleanout locations must be staked with fiberglass stakes for future reference. Page 2c of 15 Cold Weather Installation Notes 1. "Top feed" supply and return manifolds are to be installed at high topographic locations for each drip zone. 2. Drip tubing is installed 1.5' below original and final grade. 3. The manifolds shall be installed at slightly higher, 0.1 foot, elevations than the elevation of the highest dripper tube in the relevant zone. 4. Additional backfill required to set proper elevations of manifolds and give a minimum of one foot of final settled cover over the manifolds. 5. The main supply and return lines shall be installed below the frost line and shall feed the shallow "top feed" manifolds within a single vertical section of insulated schedule 4 PVC pipe. Insulation shall be a minimum of/2 inch thick foam insulation. 6. If vegetative cover can not be established prior to initial cold weather, all trenches and tubing must be protected with a thick, minimum six inch, layer of straw mulch. 7. All loops connecting drip runs with '/2 inch flexible pressure tubing shall be slightly elevated, minimum one to two inches, so that they drain into the drip tubing after pump shut off. It is the contractor's responsibility to ensure these loops stay elevated during and after the loops are backfilled. 8. All pipes entering and leaving the hydraulic unit shall elbow down 90 degrees to a depth below the frost line prior to extending horizontally away from the unit. 9. The frame building housing the hydraulic unit shall be insulated and thermostatically controlled heated to maintain a minimum of 36 degrees F. 10. All conduit entering the control panel shall be sealed to prevent condensation inside the panel. 11. Established vegetation height shall be a minimum of 4-6 inches throughout winter months. 12. Air release valves shall be placed below the ground surface inside a valve box but at elevations above the highest drip line in the pertinent zone. 13. Following drip line installation the entire disturbed area must be seeded with a seed mix designed for tall and wet sites. A mix equivalent to 310 NWT1 (Native Wet Tall) should be used. Mulch sufficient to prevent erosion until seeding is established must be applied to the seeded site. Page 2d of 15 Common Name Lb/acre % of mix component Bluestem, big 2.5 25.0 Indian grass 2.5 25.0 Wild-rye, Virginia 2.0 20.0 Switch grass 0.5 5.0 Blue-joint ass 0.25 2.5 Green bulrush 0.25 2.5 Wool grass 0.25 2.5 Giant bur reed 0.25 2.5 Cord grass, prairie 1.5 15.0 Grass Totals 10.0 100.0 Winter wheat 56.0 80.0 Rye-grass, annual 11.2 16.0 Wheat ass, slender 2.8 4.0 Cover crop totals 70.0 100.0 Wet Forbs Mixture 2.0 100A Grand Totals 82.0 100.0 Design Criteria Anticipated septic tank effluent: 30 mg/L < BOD5 < 800 mg/L restaurant, 30 mg/L < BOD5 < 600 mg/L service station 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL Treated Wastewater Contaminant Load: 30 mg/L < BOD5 Septic tank + "highly treated" effluent 30 mg/L < TSS Fecal Coliform < 10,000 cfu/100 mL Estimated daily flow (time dose controlled) S Z `1 gallons/day hydraulic load Design flow average (weekly basis) gallons/day Design Calculations In situ designed loading rate ©,ZU34-S gallons/sq. ft. per day Depth to estimated high ground water Q ~o in. Depth to bedrock in. Force main length to control unit S" 6 Z ft. of ~z in. Return line length from control unit h 1~ ft. of ~Z in. Supply line, length (max) to drip 1 b ft. of k" z- in. Return line length (max) from drip ft. Of z in. Total drip line length l o, 0 a-~ ft. of n S~ in. Drip line manufacturer Drip system model S 0 2 S~ Emitter type Number of emitters ~o &-%D Flow rate per emitter 19-1 gallons/hour Minimum calculated flow (@ drip flow) gallons/minute Total developed system head ft. Drip Pumps gpm @ t ~n Z. ft. of head 4ri Manufacturer - ice- Model # t~ , S~ gr Dose volume 2"ck 4 Ve gallons Septic tanks 6 0 1 0 1 6o\ o gallons Septic dose pumps, developed head 11.5 S' ft. Septic dose pumps 2 `d , Z- gpm @ ft. of head Septic dose pumps, timer on setting, dose enabled 34`~ minutes Septic dose pumps, timer off setting, between doses 2~~ r minutes ATU treatment tanks \ 9 ,~a-gallons ` - © FCC 1 k' S ATU manufacturer Model # Pump tank gallons Measurement drip pumps on and off so inches Drip pumps, timer on setting, dose enabled 20~ minutes Drip pumps, timer off setting, between doses 5 ~ minutes Dripspecsxalcs Page of `S/ Drip Calcs, R and J' Project Dose Volume Description Length Diameter Void volume Total ft in gal/ft gal # Number of Zones 5 Number of laterals per zone 10 Lateral length (not in void calc) 200 0.5 0.01 2 Drip line length = # laterals x length 2000 0.5 0.010 20 distal end - pressure tubing, max 40 0.5 0.010 0.4 (4' ea x 10) Supply end - , max 100, 0.5 0.010 1 (10' ea x 10) Return end - , max 100 0.5 0.010 1 (10' ea x 10) Drip system void 22.4 Minimum dose = 6 x void 134.4 Supply manifold, from control unit, max 165 1.5 0.092 15.18 Return manifold, to control unit, max 165 1.5 0.092 15.18 Filter volume, 22 cubic inches 0.0952 1 gal = 231 cu in Force main if present 562 1.5 0.092 51.704 Total dose (minimum required) 216.5592 gallons Cycle Calculations # Emitters flow/emitter flow flow al/hr gal/hr gal/min Lateral length/2 = # emitters per lateral 100 0.61 61 1.017 Drip length/2 = # emitters (drip flow) 1000 0.61 610 10.167 Return flush flow = # laterals x 2 gal/min 20.000 Cycle length (min) = dose/flow 21.30 minutes Head loss @ Total flows Length Diameter Loss/ft Loss ft in ft ft Force main @ flush flow 562 1.5 0.0797 44.79 30.167 gpm Return line @ flush flow 650 1.5 0.0372 24.18 20.000 " Supply manifold @ flush flow 165 1.5 0.0797 13.15 30.167 " Return manifold @ flush flow 165 1.5 0.0372 6.14 20.000 " Hydraulic unit @ flush flow 30.00 Force main @ drip flow 562 1.5 0.0123 6.91 10.167 gpm Supply manifold @ drip flow 165 1.5 0.0123 2.03 10.167 " Drip system, longest lateral 200 0.5 18.0 Manufacturer specification Longest lateral w/ no manuf spec 0.5 0.0 (use if manuf spec loss/ft = 0) Filter 0.5775 0.25 psi (1 psi = 2.31 ft) Hydraulic unit head loss @ zone drip flow 7 10.167 gpm Head: pump to control unit 21.35 Head: control unit to far supply end, max 5.5 Head: lateral distal minimum 0.1 Subtotal, system head @ drip flow 61.47 System losses (30%) 18.44 Total head loss (ft) @ drip flow 79.91 10.167 gpm Head Loss (ft) @ flush flow 163.79 30.167 " page 4 of 15 Drip Pump Timer Settings pump setting (gal) (in) (gal/in) Design dose (Dd) 294.25 5 58.85 (min) Timed dose, minimum Dd/total drip line flow rate per zone 28.943 Design timed dose setting 28.9 Volume of dose @ design timed dose 294.25 (gal) Total design flow 5269 (gal/day) # doses per day 17.91 Total dosing time/24 hrs 1.34029228 (hr) = 80.41753653 (min) Time between doses 51.5 (min) Summary: When dose is enabled, timer on setting is 29 minutes After each dose, timer off setting is 51 minutes summary settings rounded to nearest whole minute Doses/day per zone @ full design flow 3.6 Filter Backwash Calcs Length Diameter Loss/ft Loss 15 gpm @ 50 psi = 115.5 ft head ft in ft ft (manufacturer's spec) Force main @ flush flow 562 1.5 0.0218 12.25 Return line @ flush flow 650 1.5 0.0218 14.17 Filter head (min) 115.5 Elev head 21.35 Total Head 163.27 page 4a of 15 p d' S ~ N ~ 1 t C ~ . ,-a 34 d s ~ 940 J ~ ~ ; ~ ~ y so ~'c so a d ~ d ~ S V I♦ o O O N ( - 1 a S U a a IL 11,17 9 ! W 0 j. 0 F- - i i 1 a : i SUP. 5 r --S ~ ~ 111 0 1 •%i or ~ ~ s d J1 O00 V - 90 v 14 3 X fil s 0 a e i 3 0 ~ ~ J a - _ ri a J ~ 3 C~d 1 it 9 9 d' ~ I 3 ' Ism VEIJT CAP 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKMIG > JUAICTIOAI BOX t MANHOLE COVER - 25~ FROM DOOR, ~-~2•.. ~ ~c~.... ~;4 W Atttq.~a WIMDOW OR FRESH AIR INTAKE ACiCt- GRADE r' CONDUIT PROVIDE ) 1 v ( ( j I ; AIRTIGHT SEAL. ) I I APPROVED JOINT5 I I W/ PIPE `I Rla.vw. _ I III EXTEUDIUG 3' l I i ONTO SOLID SOIL 11 lam- I 54.0 , S p ~r I I O IJ ¢ ov, PUMP-~ _tOFF j. rr- Sr ? - i i i I t-- ' I. i I I I i i ► ( i ,I I` ~ p~1 1 'X ( (ter I I I I ' ; i o ETA-RITE' submersible pumps 150 11 PUMP PERFORMANCE --20 GPM .PERFORMANCE - 30 . CAPACITY LITERS PER MINUTE CAPACITY LITERS PER MINUTE 0 25 50 75 100 125 0 40 80 120 160 2000 1400 600 HP. . . ! 10 p ! 400 1800 ' ...........I ...............1........... 1200 1600 { 5 f .i..._ i . 1000 _ 7-V7 1400 14 300 W 400 W j..... , u- 1200 2600 i...... 30o Z _ W 1000 5,4p - 5 HP _ Z J x a L. 200 x 600 s o a a ; . . r. T._.........._ . 3 HP 200 F- 3 HP.................. 600 400 00 ,..2HP ...........:.2HP., 400 , 1-112 ! ! ! HP . 100 200 1.1/2 P 200 1 HP ! .....i................. 0 . . • • 4 0 - 0 5 10 15 20 25 30 35 0 10 20 30 40 50 CAPACITY GALLONS PER MINUTE CAPACITY GALLONS PER MINUTE PUMP PERFORMANCE - 50 GPM CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 240 800 700 • ! _ 00 , I soo ~~1r? MP N F 1600 pj 500 j IIFLL U. Z ..i.................. I....... .............r........... W 400 5 H_P 120 x o 300 G 8 - BHP - -4 -r F' 290 2H_P , 1 • •S~~ I 1.1/2HP • 40 100 i 0 0 10 20 30 40 50 60 70 80 CAPACITY GALLONS PER MINUTE S5613WS ■ Customer Service: (262) 728.9181 Q Delavan, N 53115 USA ■ www.pumps.com STA-RITE' 411 submersible pumps I 50 II 50 Gallons per Minute PUMP PERFORMANCE (Capacity in Gallons Per Minute) Pumping Depth in Feet Shutoff Head HP PSI 20 40 60 80 100 125 150 175 200 250 300 350 450 550 650 700 Feet PSI 0 - 71.0 65.1 58.2 49.3 33.5 20 63.5 55.9 46.5 32.5 30 54.8 45.0 30.0 11 /2 145 63 40 43.3 26.9 50 21.9 60 0 - 72.6 68.0 63.3 57.0 47.8 33.9 20 66.5 62.2 55.1 46.8 37.1 13.0 2 30 61.1 53.6 46.0 34.3 14.1 180 78 40 52.8 45.0 32.5 11.0 50 42.7 27.9 60 25.2 0 - 75.5 71.5 68.0 64.5 59.4 52.5 45.0 33.8 20 70.5 66.9 63.7 59.0 53.5 46.5 36.2 18.2 3 30 66.1 62.9 58.1 53.0 47.0 39.0 20.5 235 102 40 62.5 57.6 52.0 46.2 38.8 22.1 50 56.5 51.0 44.7 36.2 22.8 60 50.0 43.7 34.0 20.5 0 - - 75.8 73.9 71.1 68.9 65.9 63.2 59.9 51.9 41.9 22.5 20 75.0 72.9 70.3 68.2 66.1 63.5 60.8 56.1 52.4 42.5 24.9 5 30 72.4 70.1 68.0 66.0 63.8 60.9 56.9 53.0 47.9 35.5 12.9 385 166 40 69.9 .67.9 65.5 63.2 61.0 57.0 53.2 48.0 43.5 27.0 50 67.2 65.1 63.0 60.8 57.1 53.3 48.1 43.6 36.4 14.2 60 64.9 62.4 60.0 56.9 53.7 48.1 44.1 37.5 28.0 0 - - - - 75.2 73.5 71.3 69.8 68.0 66.0 61.0 55.3 43.1 20.0 20 - - 74.8 73.4 71.8 70.0 68.3 66.5 64.8 61.1 56.0 50.0 34.9 7112 30 - 74.4 73.2 71.5 70.1 68.8 66.7 64.9 63.3 58.1 53.2 47.2 28.8 595 257 40 74.1 72.9 71.2 69.9 68.9 66.8 65.0 63.6 61.7 56.2 50.9 44,1 22.0 50 72,6 71.1 69.8 68.3 66.9 65.1 63.7 61.8 58.9 53.9 47.5 41.0 13.2 60 71.0 69.3 68.1 66.7 65.2 63.8 61,9 59.0 56.5 51.1 44.9 36.0 0 - - - - - 75.3 73.8 72.2 70.8 67.9 65.0 62.1 54.2 44.7 29.0 15.2 20 - - - 75.2 74.0 72.4 71.0 69.6 68.1 65.5 62.5 59.1 50.1 39.2 17.1 10 30 - - 75.0 73.9 72,6 71.1 69.7 68.2 66.9 64.1 61.2 56.9 47.5 35.0 10.5 745 322 40 - 74.9 73.7 72.3 71,2 69.8 68.3 67.0 65.8 63.0 59.3 54.9 45.2 30.5 50 74.7 73.5 72.1 71.0 69.9 68.4 67.1 65.9 64.2 61.5 57.2 53.0 42.9 25.0 60 73.2 72.0 70.9 69.7 68.5 67.2 66.0 64.3 63.2 59.9 55.0 51.0 40.6 19.7 CAUTION: DO NOT use pump at flow rates indicated by the symbol'-'. To do so can cause premature failure of unit. Pump warranty void when failure occurs under these conditions. Tested and rated in accordance with Water Systems Council Standards. NOTE: Pumps installed with a PRO-Source' tank require a 100 PSI relief valve. Pumps installed with a conventional tank require a 75 PSI relief valve. Relief valve must be capable of relieving entire flow of pump at relief pressure. 55613WS a Customer Service: (262) 728.9181 m Delavan, WI 53115 USA ■ www.ptimps.com ETA- RITE' submersible pumps and 50 Upm ORDERING INFORMATION Pump End Motor Control Box Motor Catalog Length Weight Catalog Weight Catalog Weight GPM Type HP St s. PH Volt Number Inches* Pounds' Number Pounds` Number Pounds* 2 Wire 1.112 4 1 230 L50P4FH 15.1/4 10 P219.1327C 39 1-112 4 1 230 L50P4FH 15.1/4 10 P218.1076C 31 P217.813 6 1.112 4 3 230 L50P4FH 15-1/4 10 P218.1330C 33 1095-K41 6 j-1/2 4 3 460 L50P4FH 15.1/4 10 P218.1279C 33 1096-K33 6 2 6 1 230 L50P4GH 19-14 12 P218.1328C 43 P217-814 8 2 6 3 230 L50P4GH 19-1/4 12 P218.1331C 47 1095-K43 6 2 6 0 L50P4GH 19-14 12 P218.1274C 47 1096-K33 6 50*** 3 1 230 L50P4HH 23-1/4 15 P218.14SOC 53 P217.815 9 3 Wire 3 8 3 230 L50P4HH 23-1/4 15 P218.1441C 53 1095-K52 6 3 8 3 460 L50P4HH 23.14 15 P218.1452C 53 1096-K37 6 5 13 1 230 L50P4JH 33.1/2 20 P218.1329C 67 P217.910 10 5 13 3 230 LSOP4JH 33.1/2 20 P218.1333C 67 109S-K61 6 5 13 3 460 L50PQH 33-1/2 20 P218.1278C 67 1096-K49 6 7.112 20 3 230 L50P4KH 47-1/2 25 P218.937C 69 1095-K67 6 7.112 20 3 460 LSOP41KH 47-112 25 P218.1321C 69 1096-K55 6 10 25 3 460 L50P4LH 57.3/4 35 P218.982C 80 1096-KS8 6 * Length and Weight are approximate. For 10 GPM, 15 GPM, and 20 GPM, discharge is 1-1/4" NPT. For 30 GPM and 50 GPM discharge is 2" NPT. NOTE: Pump, Motor, Control Box or Magnetic Starter must be ordered separately. Check valve not included on 50 GPM models. S5613WS ■ Customer Service: (262) 728.9181 U Delavan, WI 53115 USA ■ www.pumps.com VENT CAP Li"C.I. VENT PIPE WEATHER PROOF; APPROVED LOCKMIG JUUCTIOAJ BOX MANHOLE' COVER J 25' FROM DOOR, rF7 '-'A/ -o A a WINDOW OR FRESH ~L- AIR INTAKE ~--1 GRADE i COWDUIT i s PROVIDE ~ f I AIRTIGHT SEAL. .0 ~v oM S; 0, aT¢rl. )I APPROVED JOINTS SiF~ao W/ PIPE S 1~rc -Gry~., V^ OLv EXTEAl011JG 3' f irD ~ I ONTO SOLID SOIL n $oro'', L I t PUMP [ OFF 15?v T61 BLOCK sJ,`1 f ',-r% L_ , - l I ' l L6 i 1; c7l 1 I .I a I , S3q,O ' I i I 1 I 'w 06 p T 4 I I I j I ~ , • • Details 6-$N w Pump Characteristics Performance Data Aster wn SOWWI . Aid•wotit ~s TNEf30A{ I M L*W AM 1.0 a _ _ 7ype SbiPsh N pok) AMIa : I ! 1354 R. PAL v.lt ns Hem 60 I Isnp6rNwe 120"F AIIrPWO NtMA D+siEe A irsslcths C{ns A 0n~or Sh. 1-1/2'N►7lstr(ss~} 1otM1 NNri f41#f + 11 13 10 20 44 Solids Naiiwq 3/4' 119rRIl) 0'M M.S.) 44 36 210 ss 12 0 Usl° Wstgtr 30 6L ►°w carA 16/7, SPW, 40r at Dimensional Data I. Al hwwn 1"* 61 ~~vx' Materials of Construction a Ll ! (a"WI &TWON na) Now% Sw&%S SIW wy s 111 i th o •.tq l IW IN arr4vawe p l fabric ON DWP*k 01 >U WIN M" Meta Kati Cast kM wn ~ owwom IW "Wh at cuawra° Cas Cwt M ss ~ an/oR Iwr a{wolls 8. we ram a* * it gab s1w r_ spdtmkro s111otA nsrin Saw Few cow/Grasslr ~.•.•'4.`• Shvft Seal SW hirr A"A nd Red suTlr 11 ftw 1{ wit IWWN r E * rrtin (x» Gtt Va 5{66" s1 iso lower Imbs bw w (1f) ►~~ii~rr leis E&gY"rwosoestk FasreNtr SrsfYAsss SNMI - 0 1999 N dromdk' Purnps. Ashlond, Ohio AI! R' Raw-d. ` Ir r HYDROMATIC w - Your Aulhon:►d lord a>fiburor- ~ HO prey Rid Moir 06 44103 Td: 419,289-3042 Fir. 419.211.4017 w1h Sts: ww.psnldr°unarom 1 SALES OFFICES IN ALL "OR CITIES AMC COUNTRIES a lem w: W-09.6350 1201 6M"p1 10/25/2002 10:47 2154125347 AMERICAN MFG CO PAGE 02 AMERICAN MANUFACTURING CO. Perc-Rite Drip Systems R ESSUIRE E CENTRAL UNITDRAULIC FIELD CHART 3A FLOW ~ vs AHEAD LOSS ~SiS LS FiT OT QT GPMI U 50 7 16 UNIT9Ut) UNIT rrt) 60 7 16 70 7 16 5 2 4 80 7 16 6 2 4 90 7 16 7 3 100 7 16 9 4 6 110 7 16 9 5 7 120 7 16 10 6 8 130 7 16 11 7 9 14Q 7 16 12 7 11 ,C 0 7 16 13 8 12 1 1 0 7 16 14 9 13 170 7 16 15 10 16 = 19Q 7 16 16 12 19 190 7.4 17 17 14 22 200 8 18 18 16 24 210 8.6 20 19 18 27 20 9.2 21 20 20 a 230 9.9 23 21 21 40 10.5 24. 22 22 0 11'.2 26 23 23 60 12. 28 24 24 270 12.7 29 25 25 280 13.5 31 a\0ATAVf.M+UVIol.{' *0*Lft 290 14.3 33 15 gpm Hyd. Unit Typical Single Family Home 300 15.2 35 Max. 4 zones, 4800 I.f. 310 16 37 20 16.9 39 330 17.9 41 340 18.9 44 350 19.9 46 360 20.9 48 370 22 51 380 23.1 53 390 t2L2 56 AMERICAN MANUFACTURING 00. 400 59 "+T NIUMM V& w°"" w Wft X8094-W7 Netafim 0.5", PC emitters was 24 inch amitter spacing + sar a System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, TL Sinz Plumbing, 715- 235-2644, or the St. Croix County Zoning Office, 715-386-4680, should be contacted for assistance. General Proper functioning of an on-site disposal system, Aseptic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. This system's components include septic tanks with time dosing capability to provide filtered effluent to aerobic treatment units. A dose tank allows a dose to be accumulated, and alternating pumps time dose the estimated daily load into a series of drip dispersal zones to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tanks are installed prior to sheet-rock and/or painting, pump all septic tanks before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water-saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool; bulk kitchen grease must be recycled outside of the septic system. 5. Excessive us of garbage disposal is not recommended; use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water. 9. Treated septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic, treatment or dose tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather-proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. Maintenance 1. The septic tanks must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tanks are pumped, any solids in the bottom of the treatment or dose tank must be pumped, and the filters must be back-washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. The pumping and blower components for this system include alarms which must be installed and remain on separate circuits from the pumps and blowers. If alarms are activated, onsite personnel should notify the licensed plumber (and the modem dialer will notify the servicing plumber). Minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 5. Avoid compaction such as vehicle traffic within 15' down-slope of the adsorption system. 6. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 7. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 8. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run-off into the system area. 9. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for onsite systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and/or installation of additional treatment components or conversion to a holding tank may be necessary. / Page 13 of 15 t System Specific Maintenance Treatment System 1. The aerobic treatment unit blowers should be periodically checked and the inlet screens cleaned approximately every six months or after any periods when debris such as leaves or mowed grass might have been air-borne in quantities. 2. The aerobic treatment unit should never smell septic; if unusual odor occurs, notify the installing plumber. 3. Annual inspection of sludge depth in the septic (trash) tank and in the treatment tank is recommended. 4. Unusual noise from the blower unit should be referred to the installing plumber. 5. Manufacturer's specifications for initial inspections every six months for two years must be followed; follow-up inspections required at yearly intervals. Drip System 1. The filters for the drip system should be inspected and cleaned, if necessary, by the installing plumber. 2. If the alarm sounds or indicates a problem, notify the installing plumber. 3. The alarm system should be checked at least annually to verify proper operating order. 4. The supply and return manifold should be flushed every three years by opening the clean-outs and using a pressure washer. 5. Drip zone area does not require mowing; if mowed during growing season, the area should not be mowed after August 31 to allow vegetative growth prior to cold weather. r Page 14 of 15 M INALED #2440 SOIL EVALUATIO R Department of Sommerce in KN?dT410"mm 85, is. Adm. ode Page 1 of 4 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on not less th 8'/T ~j1GrQe4 Jn(44WT)'lan ust County P paper St. Croix include, but not limited to: vertical and horizont I reference point (BM), direction nd percent slope, scale or dimensions, north arro arest road. Parcel I.D. pending/ Please print all information. Reviewed B Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Zt` b Property Owner Property Location 7 Calleja, Randy Govt. Lot NW1/4, N 1/4, S23, T30N, R18W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2203 135th St. City State Zip Code Phone Number City Village N Town Nearest Road New Richmond WI 54017 715-248-3114 Richmond WSHW 65 W G X New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate 7904 GPD i Replacement Public or commercial - Describe: restaurant/banauet hall/convenience Parent material loess over till Flood plain elevation, if applicable NA ft. General comments X install multi-zone, drip dispersal infiltration cells using highly treated effluent; recommend 20,000 sq ft of and recommendations: drip area for 0.3952 gpd/sq ft loading ' i Boring ❑ Boring # - Pit Ground surface elev. 93.2 ft. Depth to limiting factor > 46 " in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 1 0-9 10YR 3/3 - sil 1 f-m sbk mvfr cs 1m .4 .6 2 9-18 10YR 4/4 - sit 1 m sbk mvfr gs 1m .4 .6 3 18-29 7.5YR 3/4 - sl 1 m-c sbk mvfr gs if .4 .7 4 29-46 7.5YR 3/4 - sl 0 m mfr - - .2 .6 ❑ Boring # Boring - X Pit Ground surface elev. 90.8 ft. Depth to limiting factor > 56 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh'. 'Eff#1 'EH#2 1 0-10 10YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 2 10-22 7.5YR 3/3 - sil 2 f-m sbk mvfr gs im .6 .8 3 22-32 7.5YR 3/4 - sl 1 m-c sbk mvfr gs if .4 .7 4 32-56 7.5YR 3/4 - sl 0 m mfr - - .2 .6 ' Effluent #1 = BODs> 30 < 220 mg/L and T > 0 < 150 uent #2 B D < TSS< 30 mg/L - - - CST Name (Please Print) S na re: CST Number Henry F. Grote 22774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 4/18/2006 715-233-0398 SBD-8330 (R.07/00) III _ _ Property Owner Calleja, Randy Par1.ID # pending Page 2 of 4 3 j Boring , . , Boring # `Z Pit Ground surface elev. 94.0 ft- Depth to limiting factor > 52 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/* in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 Eff#2 1 0-5 10YR 3/2 - sil 1 f sbk mvfr gs im .4 .6 2 5-14 10YR 3/2 - sil 1 m sbk mvfr gw im .4 .6 3 14-30 7.5YR 3/3 - sil 2 f sbk mvfr gs im .6 .8 4 30-35 7.5YR 3/4 - sl 1 c sbk mfr gs 1M .4 .7 5 35-52 7.5YR 3/4 - sl 0 m mvfr - if .2 1 .6 I 1 f roots to 45" Boring Boring # = Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 •Eff#2 I Note: On-site, small scale contours developed 4/13/06 use east lot line iron pipe as BM 96.0 equivalent to MSL elev. on Nelson BM of 1010.85; SE lot corner BM elev. of 100.0 is = MSL 1014.85 Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L 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. SBD-8330 (R,07/00) Certified Sal Testing, LLC Property Owner Caileja, Randy PaV.1D # pending, Page 2 of 4 F M3 ' ` ❑ Boring r ✓ Bolting # Pit Ground surface elev. ----'94.0' ft. Depth to limiting factor > 52 in. Soil Application Rat Horizon Depth' Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu. $z. Cont. Cola Gr. Sz. Sh. •Eff#1 •Eff#2 1 0-5 IOYR 3/2 - sil 1 f sbk mvfr gs lm .4 .6 2 5-14 IOYR 3/2 - sil 1 m sbk mvfr 9w 1m .4 .6 3 14-30 7.5YR 3/3 - sil 2 f sbk mvfr gs 1m .6 .8 4 30-35 7.5YR 3/4 - sl 1 c sbk mfr gs lm .4 .7 5 35-52 7.5YR 3/4 - sl 0 m mvfr - if .2 .6 1 f roots to 45" ~ Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. L] Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure. Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Note: On-site, small scale contours developed 4/13/06 use east lot line iron pipe as BM 96.0 equivalent to MSL elev. on Nelson BM of 1010.85; SE lot corner BM elev. of 100.0 is = MSL 1014.85 I Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L 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. SBD-8330 (R.07/00) Certified Soil Teetie9. LLC l Randy Calleja Project - R and J of WI -Load Sizing Dishwasher? _Yes Garbage Disposal? Yes Normal type hours of operation; not 24 hrs? 10am- l 0pm Banquet seating; how many seats max to get at potential peak flow 408 Restaurant seats @ 126; Is there separate bar seating? included in 126 Floor drains 15 # employees 15 Restaurant/bar 126 x 22 gpd = 2772 gpd Floor drains 15. x 25 " = 375 " Employees 15 x 13 " = 195 " Banquet seating (300/wk @ avg) 43 x 7 = 301 " Subtotal, estimated flow -0 = 3643 gpd Design flow 1.5 x 3643 = 5464.5 gpd For peak flow w/ 408 banquet seats @ 7 gpd per seat, add (408-43) x 7 gpd x 1.5 = 3832.5 Potential peak design flow = 5464.5 + 3832.5 = 9297 gallons/day Potential peak septic capacity - 19,412 gallons; allons• use timed pumps out of this capacity to deliver no more than 5464.5 gal/day to treatment Grease trap/tank required; high strength effluent anticipated @ nominal 800 mg BOD5/L Service Station/Convenience Store 4 floor drains x 25 gpd = 100 gpd 2 FTE x 13 gpd = 26 " 500 patron x 3 gpd = 1500 " Estimated flow = 1626 gpd Design flow = 1626 gpd x 1.5 = 2439 gPd 5093 gallons is minimum septic tank sizing; typical convenience store effluent described as nominal 600 mg BOD5/L ALL TOGETHER NOW: 2439 +5465 = 7904 gpd design flow on average Oversize septic tanks to accommodate potential peak flow from banquet hall Use time dosing from septic tanks to dose estimated flows into ATU treatment Recommend 20,000 sq ft dispersal or five zones of 4,000 sq ft ea; w/ timed dosing out of larger septic tanks to accommodate any peak flows Loading rate of 0.3952 gpd/sq ft Page 3 of 4 ~a.w~ ~ 0..1\Q.~ A- ~~a+ ~1wr Nw~1~lw_//Z~~3((-~~30-~`^$/~'~ • 1 1 Y ~ •r N~.lso~ ~~a~•, i ~ r 4A\ ot. C> zo I 4Tas'LZ'}~1 12A o (F k~nl rS-3 D i ~q ~G4-f~ J Z e~, GtaZ ~I i i l y-~ i TN-4 T cot Ql5k 1 Owv i`:c~/. . o ~C s 0e •i- IroD~ GoZ C t'r%k t?,, 1 aA aon. T>a~s~ ~cto.5 ` ~~1z,4~ l~.b) { CQo.g~ 'C-Gate i c~z.7, . C31~~t 4.~s Cab.~~ cq~.4) I ,l N - 3 rN' G~ ~ tr -1 1 ' C V- 2y 0-d<~ 1 n14~ Sts qb,p _ 1 o~or Q~: II REQ BUI' DINGS DIVISION commereexi.gov ntegrat d Services Bureau 13 ast Spruce Street ■ MAR hippe a Fails , WI 54729 n INSPECTION REPOR 2 7 2006~www. mmerce.wi.gov/sb isconsi ■ (715) 725-2544 Department of Commerce ST. CR OIX CO Date of Inspection: March 23, 2006 Plumber Name and Address. Project Name: Calleja Unknown at this time. Use: Commercial Legal Description: NW, NW, 23, 30, 18W Site Number: NA Subdivision: Lot 3 Rebhan CSM Certified Soil Tester Name and Address: Municipality: Town of Richmond Thomas C. Nelson, CST 227387 County: St. Croix 1432 120th St New Richmond, WI 54017 Plan Transaction Number: NA Sanitary Permit Number: NA Owner Name and Address: Randy Calleja Wastewater Flow: 5,000 gpd 2203 135th St aresent: T. Nelson New Richmond WI 54017 Persons . This investigation was conducted at my request to verify soil and site conditions prior to submittal for POWTS review. Two backhoe pits were reviewed. The site was snow covered and in B-1 the frost depth was 24". Frost depth in B-2 was 22". B-1 No redoximorphic features were observed in the upper 24 inches of the soil profile. Evaluation of soil texture, structure, and consistence was not possible due to frozen soil conditions. Iron and manganese concentrations were present in the sandy loam till matrix and in stone casts ay depths greater than 24 inches. B-2 This pit was dug in the old N-S fence line. No redox reatures were in the upper 22 inches of frozen soil profile. Evaluation of soil texture, structure, and consistence was not possible due to frozen soil conditions. At 22-32" the morphology is cl, 2msbk, mfr, cw. The upper, surface of the till from 32-36" was 7.5YR 414 sl, 2msbk, mfr, cw. And at 36-40" the till is 7.5YR 4/4. sl, Om, mfi. No redox features were noted to 40 inches. Recommendations for this site in consideration of the proposed use are as follows: 1. Pretreatment of wastewater to ensure contaminate loads BOD5, TSS and FOG are reduced significantly. This will prolong dispersal cell life. 2. The use of mound type systems is recommended using a 6-12" sand lift. 3. Redox features in the till indicate slight perching or at least slow permeability that should be considered in mound system design. Linear loading rates should be less than 6 gpd/ft and separation distances between mounds should be based on the loading rate for a massive sandy loam at 0.2 gpd/ft2. The minimum recommended distance between mounds can be measured from the up slope edge of one distribution cell to the upslope edge of the down slope cell and is equal or greater than the DWF/0.216. 4. Surface water drainage between mounds must be carefully considered. If there are any questions regarding this report, please contact me. Leroy G. ansky, W tewater SVpecialist Ljansky@commerce.state.wi.us E-mail 715/726-2544 Voice 715/726-2549 Fax cc: ®County ❑ Plumber tO CST ❑ Owner ❑ Other r RECEIVED Wisconsin Department of merce IL EVALUATION REPORT Page 1 of 3 Division of Safety and Build ngs APR In S 85, Wis. Adm. Code Attach complete site a on~rr gy~pp,, x nch e. Plan must county St. Croix include, but not limited to verb l'ariotdrlt~lt fetence t (B dire and Parcel I.D. percent slope, scaVe or di arrow and locati a distan earest road. Pending Please print all information, Reviewed by Date Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Randy Calleja Govt. Lot NW 1/4 NW 114 S 23 T 30 N R 18 (or) )W W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 2203 135th St 3 Rebhan CSM City State Zip Code Phone Number004 Village ■ own Nearest Road New Richmond WI 54017 ( 715-248-3114 Richmond CTH G & Hwy 65 E] New Construction UseE] Residential 1 Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD Q Replacement 0 Public or commercial - Describe: Parent material Flood Plain elevation if applicable l+l,/4 ft. General comments *Massive soils, Om, limit this area to a conventional mound distribution system for commercial purposes and recommendations: Leroy 3ansky has visited the site F-71 Boring # ❑ Boring * Pit Ground surface elev. 1013.99 ft Depth to limiting factor 49 in, Sa't Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -E892 1 0-10 10yr3/2 sil 2msbk mfr ew 2f .6 .8 2 10-26 1 Oyr4/4 sil 2msbk mfr ew 1 f .6 .8 3 26-49 7.5yr4/6 is 0sg ml ew - .7 .1.6 4 49-70 '7.5yr4/4 sl Om mfi aw - .2 .6 F2 Boring# Boring 1011.67 ✓ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDBF in. _Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -01102 1 0-11 10yr3/2 sil 2msbk mfr cw 2f .6 .8 2 11-23 1 Oyr4/4 sil lmsbk mfr cw 1 f .4 .6 3 23-26 1Oyr4/4 sicl lm mfr cw _ .2 .3 4 26-70 7.:5yr4/4 sl Om mfi - - .2 •6 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = 2O A:5 30 mg1L and TSS 130 mg/L CST Name (Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, Wl 2-7-06 715-246-2454 i 4 r Randy Calleja Parcel ID# Pending page 2 of 3 Property Owner 3 Boring # Boring 1010.71 26* ❑ pit Ground surface elev. ft. Depth to limiting factor in Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Efr#2 1 0-11 1 Oyr3/2 - sil 2msbk mfr cw 2f .6 .8 2 11-23 1 4/4 - A Imsbk mfr cw if .4 .6 sicl Imsbk mfr Ci - .2 .3 3 23-26 IOyr4/4 - 4 26-70 7.5yr4/4 - sl* Om mfi cw - .2 .6 F 4 Boring # Boring Hpit Ground surface elev. 1010.43 ft Depth to limiting factor ~c> in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 '01#2 1 0-8 10yr3/2 - sil 2msbk mfr cw 2f .6 -8 2 8-14 sit 2msbk mfr ci If .6 .8 3 14-20 7.5yr4/4 - sicI Ims k tut cw - .2 .3 4 20-74 7.5yr4/4 - sl Om mft ci - .2 •6 5 ~ Boring 1005.73 Boring # Ground surface elev. ft. Depth to limiting factor z in. F1 pit Soil Application 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 'Eff#2 1 0-10 10yr3/2 - sil 2msbk mfr Cw 2f .6 .8 2 10-17 4/4 sil lmsbk mfr cw if .4 .6 3 17-21 1 4i4 - sicl Imsbk mfr cw If .2 .3 4 21-23 IOyr4/4 fld7.5yr5/8 sicl Imsbk mfr cw If .2 .3 5 23-80 7.5yr4/4 - sl Om mfi - - .2 .6 ' Effluent #1 = BODS > 30:5 220 mg1L and TSS >30 1150 mg/L ' Effluent #2 = BODs < 30 mg/L and TSS 30 mg/L 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. SBD4330Test (8.07/00) • Property Owner Randy Calleia Parcel ID # Pending Page 2 of 3 Boring * ❑ Boring # • Pit Ground surface elev. 1010.71 Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. " Eff#1 *Eff#2 1 0-11 I0yr3/2 - sil 2msbk mfr cw 2f .6 •8 2 11-23 1 Qvr4/4 - sil lmsbk mfr cw if .4 .6 3 23-26 1Oyr4/4 - sicl Imsbk mfr ci _ .2 .3 4 26-70 7.5yr4/4 - sl* Om mfi cw - .2 .6 4] Boring # Boring c> g Pit Ground surface elev. 1010.43 ft. Depth to limiting factor in. Soil Application Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munseli Ou. Sz. Cont Cola Gr. Sz. Sh. *041 *Ef #2 1 0-8 IOyr3/2 - sil 2msbk mfr cw 2f .6 .8 2 8-14 sil 2msbk mfr ci if .6 .8 3 14-20 7.5 4/4 - sicl InLs k fill cvv - .2 3 4 20-74 7.5yr4/4 - sl Om mfi ci - .2 .6 ❑ Boring # Boring Ground surface elev. 1005.73 ft. Depth to limiting factor Z i✓ Pit t Solt Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PQW in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2 1 0-10 10yr3/2 _ sil 2msbk mfr cw 2f .6 .8 2 10-17 sil Imsbk mfr cw If .4 .6 3 17-21 1 Oyr4/4 _ sicl 1 msbk mfr cw I f .2 .3 4 21-23 l 4/4 fld7.5 /8 sicl lmsbk mfr cw If .2 .3 5 23-80 7.5yr4/4 - sl Om mfi - - .2 .6 * Effluent #1 = BODS > 30 1220 mg1L and TSS >30 < 150 mg& * Effluent #2 = BOD3 30 mgR- and TSS < 30 mg/L 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. SBD-8330Twt (R07/00) Property Owner Randy Calleja Parcel ID # Pending Page 3 of 4 Boring Boring # pit Ground surface elev. 1005.73 ft Depth to limiting factor 23* in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *002 1 0-11 10yr3/2 - sil 2msbk mfr as if .6 .8 2 11-16 1 Qvr4/4 _ sil 2msbk mfr cw 1 f .4 .6 3 16-23 10yr4/4 - sicl imsbk mfr cam' - .2 .3 4 23-78 7.5yr4/4 - sl &n mfi - - .2 .6 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application 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 *002 ❑ Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application 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 *Effl>!2 * Effluent #1 = BODs > 30 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODs < 30 mg/L and TSS < 30 mg/l. 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. S13D-8330Test (R.07/00) RJ Of Wisconsin LLC Scale 1 = 40' BM1 Top of iron pipe1010.85' BM2 Top of nail 1009.18' B1 1013.99' B2 1011.67' N00 83 1010.71' B41010.43: B5 1007.20' B6 1003.66' 110' BM2 BM1 B5 21 - - 3% B2 t slope 66 285' B3 ~ 100' 230` 150' 85' 85' 1006' ZB4 185' X ' 1008' 35' BI -AM 1014' SE Lot 1010' 1012' comer Thomas C Nelson 227387 Sr, . ale 1°= 49' RJ Of Wisconsin LLC . BM1 Top of iron pipe1010.85' BM2 Top of nail 1009.18' B1 1013.99' B21011.67' B31010.71' B41Q10.43' B51007.20' 661003.66' 110' BNl2 BM1 B5 21 ' 3% B2 1 slope B6 285' B3 100' 230' 150' 006' 85' 85' B4 185' 1 _y 008' 35' B1 1010' 1012' $ 1014' SE Lot comer Thomas C Nelson 227387 05/02/2006 09:39 7152352592 T L SINZ PLUMBING PAGE 02/02 ST, CROIX COUNT!" SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address 5-to q--7 Property A ddress WI fncation required from Planning & Zoning Departrnent for new construction.) a Caryer~.ere~ City/State a-~ It, Q ~ ~Y~pI 1/fPTlil~l~J4i rr Lgt OZ ~h /D~- 70 '~3 cX~ ' VKFLVla aM LEGAL DESCRIPTION Property Location J-VW '/4 , Sec. Z?5, T 3 D N R 1 c~ W, Town of -Ef~-Awuao.D Subdivision , Lot # Certified Survey Map # eZ ZZ.O 2- , volume Z- / , Page # 5`16S Warranty Deed # 63Z-34/0 , Volume Page # Spec house yes z Lot lutes identifiabl yes no SYSTEM MAINTENANCE ANA OWNER CERTIFICATION 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. Owncr maintenance responsibilities are specified in §Comtn. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification' ex ification' form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wrastowater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 ;full 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 Dcpartmezxt 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 Planning & Zoning Department within 30 days p;f the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. I'/we am/are the owner(s) of the property described above, by virtu* of a warranty deed recorded in Register of Deeds Office. SIG TUBE OF ADATE 'Any information that is misrepresented ray result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) 44/48/2006 FRI 15:11 FAX 715 386 4687 ST CROIX CO REG OF DEEDS JED SURVEYING ®001/001 • 11 023Za. x KATHLEEN H. WALSH State Bar of Wiseansin Form 1-2003 REGISTER OF DEEDS WARRANT' DEED ST. CROIX CO., XI Sbcument Number Document Name RECEIVED FOR RECORD 04/21/2006 11: JOAN WARRANTY DEED THIS DEED, made between RJ of Wisconsin, LLC,.p Wisconsin limited liability EIcEMPT 4 15S comnanv REC FEE: 22.00 ("Grantor," whether one or more), TRANS FEE: and R,! of Wisconsin, LLC, a Wisconsin limited liability company COPY FEE: CC FEE: ("Grnntcc," whether ono or snore).. PAGES t 1 Grantor, for a valuable considemdon, conveys to GTantee. the following described real [seconding area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. CrotL County, State of Wisconsin ("Property") (if more space is needed, please attach N°me and Raum Adaross addendum): 120w DIT X14- d -e Part of the NW 1/4 of NW 114 of Section 23. Township 30 North, Range IS West, ~t.a-o 3 i Town of Richmond, St. Croix County, Wisconsin described as follows: Lot S of Wis. !G- Certified Survey Map filed April S, 2006 in Vol. 21, Page SIBS as Doc. No. 82220 Part or02 0068.70-300_ 0264068.70400 ParW Iderititication Number (PIN) \ This 4 Qot homestead property. (is) (is aoo Grantor warrants that the title to the Property is good, indefeasible in fcc 3imP1c and ftc and clear of a cumbrances except: casements. restrictions and reservations, it any, of record- Dated t? 1.-113 RJ of Wiscongin;;ZLC -47 - (SEAL)By: (SEAL) :~~-A/ S/14L f e (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signamre(s) authenticated on STATE: OF WISCONSIN ) ) ss. it Zzv-- ~ COUNTY ) TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me on 4wa' (if n4 the above-named W' consin s Wisconsin:f 5 authorized by Wis. Stat. § 706.06) liability CQTDDBPV by to me known to be the persons o e c to 'r2+@aiforegoing THIS IN.STRUMENT DRAFTED BY: ms t and ackn Icdge rbe same. ` Krlstins OR1and. Estreeli 1fc ©Fland v J `t 304 Locust Sheet. Hudson, WI 54016 Notary Public, State o .t, ' • My Commission (is permanent) (expires: (Signatures may be authenticated or acknowledged. Botb are not ocetssary.) NOTE. THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY OLED C 200A STATE BAR OF WISCONSIN FORM -NO, 1-2063 • Type name below signarures. INTO-PRQTM tsq* forma OW-655-2021 wwwJnfoDroW0nn5,eom 1of1 I _ • t 8 17 S 02 / KATAUMN N. WALSH State Bar of Wisconsin Form 2-2003 REGISTER OF DEW WARRANTY DEED ST. CR'OIX CO., VI RECEI YED FOR REG= Document Numbor Document Name - WARRANTY DEED E19V 1 THIS DEED, made between New Niorizoa Aome,.ayans.- REC FEES L3.00 TRANS FEE. 324.00 ("Grantor;' whether one or more), COPY FEE: a WJS-Conlin limited liabllitv_company CC FEE: and R.i of Wisconsin. LIC - PAGES: 2 ("Grantee," whether one or more). Recording Area Grantor, for a valuable, consideration, convcys and warrants to Grantee the tbtlowing ( . described real estate. together with the rents, profits, fnrturec and other appurtenant ( r Estreeti & Ogia'id interests, in t rptx County, State of Wisconsin ("Proportj (if more space is is needed, please attach addenduai): -0' 304 LOCust Street `('0 (Q Ste Attached E01bit "A". Hudson, M 64016 026.1068.70800 Poroel Mondncatioa Number (PIN) ThiE I~ a0( - home-mead prorw VV. GS) (is OoQ Exceptions to warrantiesEssements, restrictions and rigbts-of-way of eeeord, if uay_ Dated e~l j 2~dO6 New Horizon Homes, Inc. (SEAL) ;By: Bern J. Kopp, Pres t (SEAL) (SEAL) Y • AUTHENTICATION ACKNOWLEDGMENT Signature(s) New Horizon Homes. Inc. 13y: Bernard J. I eon, Eraident STATE OF ) ss. authenticated on U COUNTY ) Pvsonalty came before me on , u the above-named, _ ME: MEMBER STA BAR OF WISCONSIN to me known to be the person(s) who executed the foregoing (If not, instrument and acknowledged the same, authori=d by Wis. $tat. § 706.06) THIS INSTRUMENT DRAFTED BY; ~ Notary Public, State of Attorney ICrlstlaa 0t19nd My COmmiSS1011(is permanent) (expires. 1 Hudson. WI Sd016 (Signatures may be outheIltlcaled or acknowledged. Both are not necessary.) l NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO TIftS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY 0=111 0 2WJ STATE BAR OF WISCOYBIN FORM NO. 2-2003 Type name below slgnatutes. INFO•PRON Legal Forms 9008562021 www*ftPrOtOrr*+ ,=M I i i 017502 t of t f . I .w •o „w r..,.n ,.n nn. nnP rr. vv .t n ♦Tmw 01 n n7/Tn ICn EXHIBIT "A" Part of, Lot 4 of St. Croix County Certified Survey Map recorded in Volume 14 of CSWs Page 3947 located within the Northwest Quarter of the Northwest Quarter of Section 23, Township 30 North, Range 18 West, Town of Richmond, St, Croix County„Wlscvnsln described as follows: Commencing at the Northwest comerof Section 23, Township 30 North, Range 18 West, thence North 89 degrees 57 minutes 40 seconds (East 598.02 feet along the north line of the Northwest Quarter of the Northwest Quarter of sold Section to a point on the eesterty boundary of Lot 3 of St. Croix County Cerdfied 'Survey Map as recorded in Volume 14 of CSM's Page 3947; thence South 00 degrees 29 minutes 26 seconds East along sold Easterly boundary 236.38' feet to the Southeast comer of said Lot 3 and the point of beginning; thence South 89 degrees 87 minutes 43 seconds West along the south line of said Lot 3 a distance of 598.02 feet to a point on the west One of cald Seotion; thence South 00 degrees 29 minutes 28 seconds East along said west line 145.76 feet; thence North 89 decrees 67 minutes 43 seconds East parallel to tnis south line of said Lot 3 a distance of 598.02 feet, (heats North 00 degrees 29 minutes 2a seconds West a distance of 146.76 feet to the point of beginning. St. Croix County, Wisconsin, The parcel shown on this document is being added to the parcel shown on the d0c„fflont recorded in Volume 2891, Page 3351 Doc. No. 806860, St. Croix County Register of Deeds Office to create one parcel, and this transaction is therby exempt from Chapter 18 of the St. Croix Cotmty LAnd Use Regulations pursuant to Sec. 18,05 (A) (3). Part of the Northwest Quarter of the Northwest Quarter of Section 23, Township 30, Range 18 West, Town or Richmond, St. Croix County, Wisconsin, being more fully described as follows,. Commencing at the Northwest comer of said Section 23; thence South 00 degrees 29 minutes 28 seconds East (basis of bearings) along the west line of said Section a distance of 437.14 feet to the Southwest comer of Lot 5 of Certified Survey Map as recorded in Volume 20, page 5100 in the St. Croix County Register of Deeds Office; thence along the south line of said lot North 89 degrees 57 minutes 43 seconds East 598.02 feet to the Southeast corner of said lot; thence south 00 degrees 29 minutes 28 seconds East, parallel to said West line on an extension of the East line of said Lot 5 a distance of 137,00 feet to a point; thence South 89 degrees 57 minutes 43 seconds West 598.02 feet to a point on saga west line; thence worth 00 degrees 29 minutes 28 seconds West along said West line 137.00 feet to the point of beginning. St. Croix County, Wisconsin. 61750Z z of z I .a n r.. vrn.rn rn .line ear rIi VWT iC:G N(1w Qf1A7/T(1/S(5 43234 1 1 II KATHLEEN H. WALSH State Bar of Wisconsin Form 1-2003 REGISTER OF DEEDS WARRANTY DEED ST. CROIX CO., WI Document Number Document Name RECEIVED FOR RECORD 04/21/2006 11:10AN WARRANTY DEED EXEMPT # 15S THIS DEED, made between RJ of Wisconsin, LLC, a Wisconsin limited liability REC FEE; 11.00 company TRANS FEE: ("Grantor," whether one or more), COPY FEE : and RJ of Wisconsin, LLC, a Wisconsin limited liability company CC FEE: ("Grantee," whether one or more). PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real Recording Area estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach Name and Return Address addendum): 124u ~ ( ~ Part of the NW L14 of NW 1/4 of Section 23, Township 30 North, Range 18 West, ~zo3 j 35rL f Town of Richmond, St. Croix County, Wisconsin described as follows: Lot 5 of ~ ►M r this- 54017 Certified Survey Map filed April 5, 2006 in Vol. 21, Page 5185 as Doc. No. 82220 Part of026-1068-70-300:016-1068-70-400 Parcel Identification Number (PM) \ This is not homestead property. (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: easements, restrictions and reservations, if any, of record. Dated 461p(a RJ of Wisconsin; jaLC (SEAL)By: (SEAL) * s (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) authenticated on STATE OF WISCONSIN ) ss. =GGth, COUNTY ) TITLE: MEMBER STATE BAR OF WISCONSIN Personally came before me on 42aat, f: a (If not, the above-named RJ of W' consin C a Wisconsin authorized by Wis. Stat. § 706.06) liability co a b to me known to be the persons hoe c ted't &rdgoing THIS INSTRUMENT DRAFTED BY: ins t and ackn ledge the same. r ti Kristina Ogland, Estreen & Oland 304 Locust Street, Hudson, WI 54016 * 1 .•t Notary Public, State of My Commission (is permanent) (expires: (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 1-2003 ' Type name below signatures. INFO-PRO°1 Legal Forms 800-655-2021 www.infoproforms.com I Of I . J VOL 21 PAGE 5185 _ KATHLEEN H. WALSH-~~ REGISTER OF DEEDS CERTIFIED SURVEY MAP RECEIVED VED CO. MI FOR RECORD Located in part of the Northwest Quarter of the Northwest 04105/2006 02:20PA Quarter of Section 23, Township 30 North, Range 18 West, Town CERTIFIED SURVEY MAP of Richmond, St. Croix County, Wisconsin; being a re-division of REC FEE: 17.00 Lots 5 and 6 of a Certified Survey Map recorded in Volume 20 COPY FEE: 5.00 Page 5100 in the St. Croix County Register of Deeds Office. PAGES: 4 This survey is exempt under St. Croix County code of ordinances, land use and development Chapter 13(1) B.3 /JOR I NWr > T CO<IVER NORTH uN£ OF ME Nw11¢ SEC. 23-30-18 NORTH 114 CORNER (FOUND RAILROAD SEC. 23-30-18 j SPIKE) -N89'57'40"E 2638,19'- (FOUND SURVEY NAIL) c N89'57'40"F_ 664.02 u v 1 L6 r- 598.02' r- L r f~- 428.46' L N89'57'40"E coo / I SF39'57'40"W 494.46 1974.17' Hou e 1~ L9 _ I\Existing Driye N too- L2o + I G 141{{ 11/ ' I0 i N --a Drainage Easement J~ 50' a L t ;13 - a o/\ / \ Sheds ce tv I 0 y GERALD Ci.'r'.rs C4 65' cn O ^j Vision rriongle n~i p ~t N L.B.O. 1000.3. ! rn D 2 RA'LEY .s r _ H.W.EE•.~ 998,8 tn;` Ia% &2371 : rn. ~i NEW L I = V T co 6 6 ; w I fTl OO I I TOTAL AREA : o ~ a, O m IC R.-CHMOND 113 , 343,338 sq. ft. I 4. Wis. I- V cG 0 7.88 acres N v; / y t') 91_ F_ SUR C7) I 0 ID AREA EXC. R/W //+sti~fi~'Z r, .7,3' £a.9en;ent for 291,613 SQ. FT. u, p future access to 6.69 ACRES l I~ I v o fawn rood io a rri ~CJ NO TH ale 1J 554.13' C00 If- BEARINGS ARE z3 4 5 I N09'57'43"E 598.02' t ('ro i I> ~ REFERENCED TO THE el cn v, Z WEST LINE OF THE NW z O 80' Rodlus rem oror ,LI3 *ni t. : Cul-de-Sac Easement ° 10 1/4 OF SECTION 23, O o N (to be extinguished upon 0o TOWNSHIP 30 N., - 41 N n - extension of town rood) 2 RANGE 18 W. WHICi f cfl ; L L15 J§ IS ASSUMf_D TO BEAR - Drainage Easement \ Irl LOT 6 t NU0'29'28"W. 5 ' LINE TABLE P 1 TOTAL AREA "r LINE DIRECTION DISTANCE 387,285 sq. ft.. - Q) rn M cs ' L1 S00.29'28"E 55.00' 6r I O a, 8.89 acres r., cn Ut Cn L.B.O. 984.2 00 _L2 N89-57' 40"E 0TE 66.60 _ IJ fv I~`' 1 H.W.E. 982.2 cam, L3 _N89'5740' E 66.00 oU L4 N00'29 28 W 55.00 I% 4g 1// /T~/:'/// L5 NOO'02'20"W _22.OU vJ~L!_L_/_L/L1T~LL L6 589'57'40"W 106.15' l S89'53'33"W L7 543'18'45"W `31.18' t I L8 S00'29'31 "E 42.33 1.50'. Existing p 292.10 L9 S89'51'40"W 2.19 I r.p0 S 66'driwwoy~(~ P ln9. o l.10 N893712'E _5.00 easement Q)~; n~ Lll 1\189-5Y3_37 42.56 I e l5'S r~r car s 5'89;30:7?'-/ L12 N89'57'43"E 43.89' Pa' I '00 LOT / 1_13 N89.57'43"E 14.00' * t~ Cs m VOL LG ~ L.15 N89'57 '43'E 666.00 _ L16 SU0'2-2 48'E 34.40 y L11 :329.36 - PG 5100 - r L17 SOO'22 -T48 E 137.00' c S. 9` 5~ 33 Vy" X71.91 - - L18 583*32'27"W 291.08' 1.19 S42'32 27"W 37.24' (A o~ 13 L20 S89'57 40"W 52.19' L 21 W 75. UU N \ 1 T_ MEADOWS W!- ! E , All- - fV N - - - - - - - - 200 0 200 \ GRAPHIC SCALE KEST 114 CORNER SCALE IN FEET: 1 inch = 200 feet SEC. 23- 30"-18 LEGEND: 1I013 (fOUND P.K. NAIL) Section Corner Monument # 1'~057SUi77 Prepared by: Prepared for and at the request of: of Record New Horizon Homes, INC. • Set 1" x 18" 0.0. Iron Pipe weighing Bernard, Shirley, tic Steve Kopp 1.13 pounds per linear foot 4j [EO Consulting Group,I,tc, 14.75 I1WY. 65 O Found 1-1/4" O.D. Iron Pipe Phone No. (715) 246-4319 New Richmond, WI 54017 Building Setback Line Fax No. (715) 246"-3830 Drafted by. Michael H. Lyn,key Nl Well location P.O. Box 325 Existing Septic S y stern location New Richmond, WI 54017 Sheet 1 of 4 T Future Wisconsin D.Q.T. Road Corridor Vol 21 Page 5185 912 (Subject to Setbacks) CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Northwest Quarter of Section 23, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin; being a re-division of Lots 5 and 6 of a Certified Survey Map recorded in Volume 20 Page 5100 in the St. Croix County Register of Deeds Office. SURVEYOR'S CERTIFICATE: 1, Gerald C. Ripley, a Registered Wisconsin Land Surveyor, do hereby certify that by the direction of New Horizon Homes Inc., Bernard, Shirley, and Steve Kopp, i have surveyed, divided, and mapped a parcel of land located in part of the Northwest Quarter of the Northwest Quarter of Section 23, Township 30 North, Range 18 West, Town of Riclunond, St. Croix County, Wisconsin; being a re-division of Lots 5 and 6 of a Certified Survey Map recorded in Volume 20 Page 5100 in the St. Croix County Register of Deeds Office, described as follows: Beginning at the Northwest Corner of said Section 23, being the northwest corner of Lot 5 of a Certified Survey Map recorded in Volume 20 Page 5100 in the St. Croix County Register of Deeds Office and the point of beginning of the parcel to be described; thence, on an assumed bearing along the north line of the Northwest Quarter of said Section 23, North 89 degrees 57 minutes 40 seconds East a distance of 664.02 feet to the northeast corner of Lot 6 of said Certified Survey Map; thence, along the exterior boundary of said Certified Survey Map, South 00 degrees 29 minutes 28 seconds East a distance of 1062.89 feet to the southeast corner of said Lot 6; thence, along the south boundary of said Lot 6, South 89 degrees 53 minutes 33 seconds West a distance of 292.10 feet; thence South 00 degrees 29 minutes '28 seconds East a distance of 196.44 feet; thence South 89 degrees 53 minutes 33 seconds West a distance of 371.91 feet to the west line of said Northwest. Quarter of Section 23; thence, along last said west line, North 00 degrees 29 minutes 28 seconds West a distance of 1260.12 feet to the point of'beginning. Containing 779,078 square feet (17.88 acres). Subject to State Highway 65 along the most westerly line, and County Highway G along the most !~.ortherly line of the above described parcel. Also subject to all easements, restrictions and covenants of record. I also certify that this map is a correct representation to scale of the exterior boundaries surveyed and described, that I have complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Richmond in surveying aid mapping the same. Geral C. Ripley- egistered Wis nsin 1 Surveyor No. 2371 Date JEO Consulting Group, Inc. P.O. Box 325 /.GERALD New Richmond, WI 54017 *N~~~h~~~Ily /ice i RIPLEY S-2371 NOTE: A land use permit is required for the disturbance of 10,000 sq. NEW ` ft. or more of 12% or greater slopes. This permit is applied for OND through the St. Croix County Zoning office. RICHM f Wis. NOTE: A special exception use permit is required for the disturbance of slopes 20% or greater not identified on the approved plat or CSM. This permit is applied for through the zoning office and is reviewed through a public hearing process by the St. Croix County Board of Adjustment. NOTE: The parcels shown on this map are subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. NOTE: No owner or resident shall do anything, which would interfere with or change the operation of the approved comprehensive stormwater management plan, sediment and erosion control plan for this CSM. This includes, but is not limi,ad to, building upon, obstructing, altering, filling, excavating or planting any drainage easement(s), stormwater ponds, water drainage ditches, water runways, water culverts, or berms. q-S-n6 Approved by, St. Croix County _ Sheet 2 of 4 Vol 21 Page 5185 CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Northwest Quarter of Section 23, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin; being a re-division of Lots 5 and 6 of a Certified Survey Map recorded in Volume 20 Page 5100 in the St. Croix County Register of Deeds Office.. CORPORATE OWNER'S CERTIFICATE OF DEDICATION New Horizon Homes, Inc. a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, as owner, does hereby certify that said corporation caused the land described on this Certified Survey Map to be surveyed, divided, mapped, and dedicated as represented on this Certified Survey Map. New Horizon Homes, Inc. does further certify that this Certified Survey Map is required by s.236.10 or s.236.12 to be submitted to the following for approval or objection: St. Croix County 'I•own of Richmond City of New Richmond IN WITNESS WHERE01', the said New Horizon Homes, Inc, has caused these presents to be signed by its president, and countersigned by mss ,^4,t-r r Ke,oi its secretary (cashier), at Wisconsin, on this__S- day of AeeL►L 2006. In the presence of Pr sident ,i Countersigned: Secretary or Ca STATE OF WISCONSIN) ST. CROIX COUNTY ) SS 1006, Personally came before me this day of President, and Secretary (cashier) of the above named Corporation, to me known to be the persons who executed the foregoing instrument, and to me known to be such President and Secretary (cashier) of said corporation, and acknowledged that they executed the foregoing instrument as such officers as the deed of q#~icdten%ration, by its authority. j (Notary Seat) Notary Public, , isconsin A9 - My commissign expiVrs A?J Ei1.tiG ,ell Cc OF S' CONSENT C~ICUP~RATE MORTGAGEE' Bremer, a corporation duly organized and existing under and by virtue of the laws of the State of Wisconsin, mortgagee of the land described on this Certified Survey Map does hereby consent to the surveying, dividing, mapping, and dedication of the land escribe n this Certifi . Survey Map, and dues hereby consent to the above certificate of IN 'All ESS WIIERGU} ,Bremer has caused these p ents to b sijye~d~by Joel Massey, its president, an counttasi ned by [-leather McAbec, its secretary (cashier), at on this"~-rfay of 2006. 1/11111/ 1 resence o d 'resider t RIPLEY t ~A ) S•237't Cou rsigned: NEW / • M 10- D~ Secretary or Cashier RIC% STATE OF WISCONSIN) iRj ST. CROI X COUNTY ) SS _ I'< Q lly carne before me this day of U~T , 2006, Q.~( r President, and ~o Ut CLMN\cA e- Secretary (cashier) of the above narut c~ C Yeir~tph~ur t t4I me l~r 6 o be the persons who executed the foregoing instrument, and to me known to be such President and SecwtaryVas}ikrW su i,ration, and acknowledged that they executed the foregoing instrument as such officers as the deed - sal d4@Zr r n,, by rt5 ority. CD Wisconsin /Nota> S l ` Notary Public, i , r 'jo LESLIE F rt~r E lVly cornin ~lp ~~,_MYCnary Pu SL Si '*c-St a1 0i EXPires JUI §In Mo~lm ~t Y 13, aOO8 Sheet 3 of 4 Vol 21 Page 5185 I r - CERTIFIED SURVEY MAP Located in part of the Northwest Quarter of the Northwest Quarter of Section 23, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin; being a re-division of Lots 5 and 6 of a Certified Survey Map recorded in Volume 20 Page 5100 in the St. Croix County Register of Deeds Office. TOWN BOARD RESOLUTION Resolved, that the division and dedication of Town Road as described on the Certified Survey Map within the Town of Richmond, is hereby a pr veddlbny the Richmond Town Board. Warren Bader- Chairman DATE 1 hereby certify that the foregoing is a copy of a resolution adopted by the Richmond Town Board. 1na Ray- Clerk DATE ~V . ``CONS~h . r►' GERALD C.'~. f RIPLEY S-2371 .1 q r NEW ~ R~CW~OND . 1 ~M WISE i0'~`~ 260 Nw ' ~j/ it t t R', N % i I Sheet 4 of 4 Vol 21 Page 5185 Cn ~ ~ o In ;K ;u m z O ;tl 17 W N a (((~~y Z a m N rn o i 3° Lxl N) CT U) cl a) o pp~V O C (D C O CD O co (D m 3 z f N .ter. R W O C) 9~ ~p a o cD c~ A D 00 \1 C~ 8 3 ° ;-4 'b V v \ 0 - Al z to ood .0 o c C)i 3°M? z tv 0 000.^r~ < o z pro 3 CO Co N~ D . ! o CL (D 2 N O (\\l 4 O O Er q o m n v 'I vQ i ~ ~ A YI O 7 Z N) WO CA) W a ~ z AZ1 PF 00 z ( ? 0 v7~ o rn c_ a' 0. ut3' z a o ~ ~ p p N N CD p 7 N O N ~ ~ = A N N E ~C 7 N C A O y CL G N O O V O CD Op NO c O O CL I "r I l ACI Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 sr cre / y NVIsconsin Madison, WI 53707 - 7162 Sani;Permit Number (to be filled in by Co.) Qp , Department of Commerce (608) 266-3151 Sanitary Permit Application . State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal information you provide 171010 /-47(10317c) may be used for secondary purposes Privacy Law, sl ProjectAddress (if different than mailing address) 1. Application Information - Please Print All Information /419j) /31 51-.sr P.Pgy Owner's N ~ J I, a N 9, 2 2006 1# Lot S Block # 0 V*ae'iA eo V 0 t- Id iS G(as S I I 1~ Q Icy ? il' prapety Ownd's s 6 1. =CHOIXCOUNTY Location aZiD-'d' Poo) city, State D3 r* 3J zip code Plwne Number sectim 3 ' W 30 or S Ol (S- ?.~~-05eb ircle one) 1w )-I4jW H. Type of Building (check that apply) + T N; R~E o~ C 3 ❑ 1 or 2 Family Dwelling - N Bedrooms -"I t t air`, Subdivision Nam CSM Number Public/Commercial -Describe Use >E t' $ ntr, IN) - 'r! 6 ❑ State Owned - Describe Use ❑city_❑Village Wrowu&Wp of 4"060 W. Type of Permit: (Check only one bo Hue A. Complete Hne B if applicable) A ❑ New System ❑ Replaoement S ❑ 7' tnadment/Holding Tank Replacement Only ❑ Othen Modifrcatim to Existing System B. C] Permit Renewal er permit Revisim Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration PI Owner b I V-4 - t94 IV. Type of POWTS System: Check all that a J ❑ Nm -Pressurized la-Ground ❑ Mound 24 in. of suitable soil ❑ Monad < 24 in. of suitable soil ❑ At-Grade ❑ Single Paso Sand Filter ❑ Constructed Wetlamd ❑ Pressurized In-Ground ❑ Holding Task Peat Filter Aerobic Treatment Unit ❑ Recirculating Sand F' ❑ Recircula ' S c Media Fitter ❑ Iewling Qmambar ❑ Drip ❑ Gravel-leas Pi Other lain) c ' V. Dis naUlreatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsfj Dispersal Area uired (sf) Dispersal Area Proposed (d) System Elevation ~~0 t aL3~5~ 30001 , P 3 ode ! ,r9 5ce f4w. VI. Teak Info CWscity Gallonnsm owim kle r is ab ~mSi~ Soeel Glas Plastic Now Existing M o fib t'ikJnitf p ri t. Tanks Talcs bola lie a scptic -Xaidiarfank 1 Aerobic Tccstmot Una 4 to t~ Dosing Chambor ~0 7 w x t VU. Responsibility Statement- 1, the an ed, nslbili for installation of the S shown on the attached plans. Plumber's Name (Print) Pl MP/MPRS Number Business Phone Number P s b z. 1714--ZZ--Z Pl 's ss (Street, city, state, zip 7d ~zi , l~l~YLI%Yll~i G Neee? V coon /De at Use X pproved Disapprv Saaituy Permit Fee (includes Groundwater Date ued issuing Signature s) A Suroharge Fee) ven Kaaren for Denial uo IX. Conditions of ApprovaMeasous for Disapproval SYSTEM OWNER: 3, i/t)~ndrtaio~nS ~v 14 ' ,e. 1. Septic tank, eMtlent flNstr and efy,_ - f X s ' dispersal cell must all be ser* s / maintained ( as per management plan provided by plumber. 2. AN setback requirements must be maintained 14) C~eC.+1 0,J4- re-v i Q ~d^ r ~ fSC-ss per code ordinances. aF b~ gcwef5 Att" eumpiete picas (to the Comity only) for the system oa paper cot liar Y : 11 laoha L sift Cuvj a~n Jt?'ts.5- SBD-6398 X 01/03) t G Go a~sL I t ~ ~ ; Y ~ 1 . ~ . ~ . y. ~ ' v _ , { ,~3LfNC!N ~..~y a S ~ b I- ' Safety and Buildings 4003 N KINNEY COULEE RD commerce.wi.gov LA CROSSE WI 54601-1831 TDD (608) 264-8777 iof Commerce scons i n www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary r June 21, 2006 CUST ID No. 139462 A777V.• POWTS Inspector TODD L SINZ ZONING OFFICE T L SINZ PLUMBING INC ST CROIX COUNTY SPIA E5609 708TH AVE 1101 CARMICHAEL RD MENOMONIE WI 54751-5520 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/21/2008 Identification Numbers Transaction ID No. 1276390 SITE: Site ID No. 712087 R and J of WI Please refer to both identification numbers, 131" Street above, in all correspondence with the agency. Town of Richmond, 54017 St Croix County NEIA, NE1/4, S23, T30N, R18W FOR: Description: Commercial (Banquet Hall and Gas Station) Drip System Object Type: POWTS Component Manual Regulated Object ID No.: 1072879 Revision; Maintenance required; 7,904 GPD Flow rate; 46 in Soil minimum depth to limiting factor from original grade; System: Drip-Line Dispersal Component Manual SBD-10657-P (N.6/99); 2 Aerobic Treatment Units, Sim-Tech filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes Coirdh and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. l No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, pE RTN►EN1 stats.. ti of .e The following conditions shall be met during construction or installation and prior to occupancy or use: $EE CaRp Reminders - • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • The FAST 9.0 units must be installed in accordance with the manufacture's printed instruction and system sizing criteria found in Comm 83, Wis. Adm. Code. If there is a conflict between the manufacturer's instructions and the plan approval, the plan approval and code requirements will take precedence. • A maintenance and monitoring contract for the FAST 9.0 units are required for as long as the units are in service. • The dose to the pretreatment units is to be field calibrated. The dose is not to exceed 110 gallons per 30 minutes. The manifold that splits the dose to the two units is to be checked annually to insure equall flow to the units. i • The manufacture's approval for the use of the Bio-Microbics units for this application is attached to this letter. • Access to the Sim-Tech filters for cleaning must be provided per Comm 84 product approval conditions. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required TODD L SINZ Page 2 6/21/2006 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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 POWTS 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. Stat • Comm 83 22(7) A c2Ry 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes.. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 75.00 Fee Received $ 75.00 Balance Due $ 0.00 G Charles L Bratz POWTS Reviewer II , Integrated Services WISMART code: 7633 (608)789-7893, 7:45 am - 4:30 pm Monday - Friday charlie.bratz@wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Henry F Grote, Certified Soil Testing r 06/21/2006 15:32 FAX 715 233 0388 Certified Soil Testing LaX Commerce R001 INCORPORATED 8450 Cole Parkway ■ Shawnee, KS 66227 Phone: 913-422-0707 Fax: 813.422.0808 E-mail: onsite@biomicrobles.com www.biomicrobics.com- • 80.0-753-FAST (3278) May 1, 2006 Sent Via E-mail fir. '-S'ony Birrittxeri Petersen Supply, LLC 421 Wheeler Ave. Fredonia, WI 53021-0340 RE: Wastewater Treatment System, R&J Project, Transaction # 1266189 Dear lvfr. S3irritderi, We received your request.regarding the above mentioned project. It is our understanding that the design will include two 1-IighStrengthFA,STO 9.0•s installed in parallel. The systems will be flow equalized and time dosed, and will -receive estimated flows of 3643 gallons per day and 1626 gallons per day, for a total of 5269 gallons per day. Since the units will be time dosed we reoonimend a dosing schedule to deliver 1-21/o of the maximum daily flow per unit per dose. In this case that would equal,52-105 gallons per'dose. The dosing should not eicceed 4% of the maximum. daily flow in any hoiz to any one unit. The units.will receive.approximately. 32 pounds ofBOD per day. Each 'unit can be expected to remove 18 pounds .of BOD per day fora total ofup to 36 pounds per day. Provided that there are no issues 1which would compromise the, performance of the FAST system (temperatur6, toxicity, grease, etc.), and the plants are installed and operated correctly, effluent goals of 30130 should be achieved. Sincerely, Kelly Blaa rd Research and Regulatory Specialist Bio-Microbics, Inc. i R and J of WI - Drip Dispersal System, Transaction # 1276390, Site # 712087 Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's icaRM. methods must comply with the following Component Manual: JUN Y 5 2006 Pressure Distribution, SBD-10706-P (01/O1) SAFEI Y BUILDINGS Drip Dispersal by Individual Site Design Location: NW '/4, NW '/4, Sec. 23, T 30 N, R 18W Town: Richmond County: St. Croix Date: June 20, 2006 Owner: Randy Calleja Address: 2203 135' St. New Richmond, WI 54017 W Designer: Todd Sinz Signature: License: MP 139462 • ,y WIr! Attachments: SBD-10577 - Plan Approval Application `j l.- SBD-8330 ~F CO~r ACE EY u c►xGs Two structure Affidavit (pending) Page 1: cover 11: septic dose pump curve `SPON~ENG~ 2-2g: overview 12: head loss chart 3: design criteria & calculations 13: general system management 4: drip system spread-sheet calculations 14: system specific management 4a: drip pump timer, spread sheet calculations 15: general plot plan 5: plan view, drip lateral detail, typical 6: drip cross section, typical 7: pump tank exit detail 8: pump specifications 9: drip pump curve 10: septic tank dose pump detail page 1 of 15 Randy Calleja Project - R and J of WI - Overview Revision of the previously approved plans is necessary because site work has compromised the originally intended tank complex location. The initial tank complex location was used as a borrow area for site fill material and the borrow pit was then filled with approximately twenty feet of topsoil which would provide unstable tank bedding. Also, the soil immediately west of the proposed drip area has been cut with a near vertical bank located approximately eight feet west of the west edge of the south west proposed drip cell. This steep cut is located at the eastern edge of the proposed parking lot. . The tank complex will be relocated to the northwest corner of the drip area reorienting the service lines to the tanks and shifting the hydraulic control unit. The force main and return lines will be shortened. Supply lines to the distribution zones, and common return line, will go nominally southeast through the center of the distribution cells. This shifts the western zone/cell edge back to the east and allows about a twenty foot separation between the west drip zone edge and the east parking lot edge.I The project has two buildings, a restaurant with banquet hall and a service station-convenience store. Estimated flows are based on owner supplied information and building plans. Daily flow from the restaurant-banquet hall building will likely vary considerably. Higher flows from the restaurant are anticipated around weekends. Potential peak flows will be coincidental with banquet hall use with a potential maximum seating of 408 seats. Average, anticipated banquet , hall use will be only 300 seats per week or a nominal 43 seats per day. Flow Calculations Restaurant/bar 126 x 22 gpd = 2772 gpd Floor drains 15 x 25 = 375 " Employees 15 x 13 = 195 " Banquet seating (300/wk @ avg.) 43 x 7 = 301 " Subtotal, estimated flow = 3643 gpd Design flow 1.5 x 3643 = 5464.5 gpd For peak flow w/ 408 banquet seats @ 7 gpd per seat, add (40843) x 7 gpd x 1.5 = 3832.5 Potential peak design flow = 5464.5 + 3832.5 = 9297 gallons/day Potential peak septic capacity = 19,412 gallons on a three year servicing cycle. Grease trap/tank required;2 high strength effluent anticipated @ :nominal 800 mg BOD5/L Service Station/Convenience Store 4 floor drains x 25 gpd = 100 gpd 2 FTE x 13 gpd = 26 " 500 patron x 3 gpd = 1500 " Estimated flow = 1626 gpd Design flow = 1626 gpd x 1.5 = 2439 gpd Onsite measurements put the east edge of the parking lot sub-grade 225 fee: west of the east lot line/right-of-way; this is 6-7 feet farther west than shown on the general plot plan. 2 Sizing calculations & Commerce approval by others. Page 2 of 15 5093 gallons is minimum septic tank sizing with typical convenience store effluent described as nominal 600 mg BOD5/L. C Store Grease Trap Comm 82.34(5)(b)2.b. capacity, C = (M x G x H)/(2 x P) where: M = 500 meals/day max G = 3 gallons/meal H = 12 hours/day P = 3 meal periods C = (500 x 3 x 12)/(2 x 3) = 18,000/6 = 3000 gallons However, all paper service, Comm 82.34(5)(b)2.c. 3000/2 =1500 gallons BOD5 Calculations Restaurant: (3643 gpd x 800 mgpLpd x 8.34 lb/gal)/l 06 = 24.31 lb Service station: (1626 gpd x 600 mgpLpd x 8.341b/gal)/] 06 = 8.19 lb Total BOD5 at estimated flow = 24.31 + 8.19 = 32.5 lb/day The ATU units are sized to accommodate the estimated flow which will be controlled by timed dosing from the oversized septic tanks at no more than 3643 + ] 626 = 5269 gallons per day. - , Each Biomicrobics, HighStrength FAST 9.0 ATU is conservatively rated to remove 18 lb of BOD5 per day (maximum removal is 20 lb per unit per day). Two units in parallel can thus easily treat 36 lb of BOD5 per day and possibly treat up to 40 lb per day. General System Description The service station-convenience store will sell some snack foods using all paper service. Kitchen sink effluent will exit the building at the southwest corner into a Wieser 1565 grease interceptor tank (Tank 8) to control the minimal anticipated volume of greases or oils. Bathroom effluent from the building also exits near the southwest corner and joins the grease interceptor effluent downstream of the grease interceptor. The combined effluent then flows into a Wieser 6010 gallon septic tank (Tank 1) located near the southwest building corner. Septic tank effluent will then flow south in a four inch PVC line at nominal five to six foot depths to join the building sewer from the restaurant banquet hall building. The four inch effluent line is equipped with cleanouts at less than 80 foot intervals. Kitchen sink and dishwasher effluent from the restaurant-banquet hall will exit the building into a Wieser 6010 gallon grease interceptor tank (Tank 2) located near the southeast building corner. Bathroom effluent from the building also exits near the southeast corner and joins the grease interceptor effluent downstream of the grease interceptor. The combined effluent flows east at nominal five to six foot depths via six inch PVC building sewer service equipped with cleanouts at less than one hundred foot intervals. All effluent then enters the septic tank complex which consists of two Wieser 10,000 gallon septic tanks (Tanks 3 &4) connected in series at the bottom via approved connectors to function as a single 20,000 gallon septic tank. Page 2a of 15 The second 10,000 gallon septic tank is equipped with dual alternating pumps, Hydromatic SHEF 30s, controlled by timers to deliver 5269 gallons per day in 48 evenly distributed doses to parallel Biomicrobics, HighStrength FAST 9.0 units, each in Wieser 9100 gallon FAST tanks (Tanks 5 & 6). Proposed timed dosing is 110 gallons every half hour for 110 gallons per hour to each ATU unit. The pumps will be inside an Orenco screen vaull, SV 1584-18, (or comparable) to separate the pump intakes from the bulk of accumulating sludge. The pump effluent line is equipped with a SimTech filter, STF-100A2, to ensure minimal :suspended solids delivery to the ATU units. The timer dose enable float will be located 38 inches above the tank bottom to give a forty-eight hour, estimated flow, surge volume of 10, 704 gallons above the enable float. The pump effluent line will service a level manifold to evenly distribute flow between the two ATUs. Service from septic tank pumps is 1.25 inch, PVC schedule 40 and consists of an estimated 27 feet to a level manifold which splits the flow evenly between the two ATU units. The inlets to the ATU tanks are 1.5' below grade of 1004.9 which puts the inlets at 1003.4. System head for these pumps is estimated at 17.8 feet which gives a nominal flow of 18.05 gallons per minute. The specification is to dose 110 gallons each half hour so the tentative pump timer setting is to be on for 6.1 minutes with 23.9 minutes off between doses. This must be confirmed and calibrated in the field to dose the specified 110 gallons. i Treated effluent from the ATUs will gravity flow into a Wieser 4200 gallon pump tank (Tank 7) where duplex, high head, turbine pumps, Goulds, 33EB10, 1.0 lip, 230 v., will deliver timed doses to the hydraulic control unit via a 1.25 inch PVC schedule, 40 force main. Since the estimated flow will be time dosed into the ATU, the estimated daily flow will also be time dosed into the drip dispersal zones via the hydraulic control unit. i Five 1.25 inch, PVC schedule 40, supply lines service the five dispersal zones which each consist of 2 cells or sub-zones, from the hydraulic control unit. As each supply line terminates in a supply manifold located at the topographic high, corner of each distribution cell, five 0.5 inch pressure tubing lines connect to five 200 foot long, 0.5 inch, pressure compensating drip lines. 3. From the supply manifold, 0.5 inch, pressure tubing connects tc 200 foot long, 0.5 inch, pressure compensating drip lines. The drip lines each extend one hundred feet for the 20' x 100' cells, are reoriented 180 degrees via about four feet of 0.5 inch pressure tubing, and then return one hundred feet. The five terminal ends of the drip lines are then connected to a return manifold of 1.25 inch, PVC schedule 40 pipe with five 0.5 inch pressure tubing connectors. For the 40' x 50' cells similar connections are required but each 200 foot dripper line extends 50 feet, is reoriented 180 degrees three times, to return to the originating side of the cell. All drip lines are installed 1.5 feet below original and final grade; maximum elevation for the highest drip line is 1011.35; 1.5 feet below grade of 1012.85. Both the supply and return manifolds are equipped with an air release valve at their high points and the return lines have a one-way valve prior to connection to the common return line. Short supply and return manifolds are located at the high topographic point of each cell and slightly above the highest drip line so that they drain down when the pump shuts off. Extra backfill may be required to achieve required manifold elevations and give a minimum of one foot of settled final cover. Supply and return lines to each zone are located five to six feet below grade and are plumbed vertically to their respective manifolds through a common insulated four inch PVC riser. The common return line is 1.25 inch, PVC, schedule 40 pipe, and returns flow sequentially from each drip zone to the hydraulic control unit. From the hydraulic control unit a 1.25 inch, PVC, schedule 40 return line returns drip line, aerobic, highly treated , return flush water to the ' Note that dripper lines are equivalent and referred to as "laterals" in spread sheet notation. Page 2b of 15 r building sewer line prior to entering the 20,000 gallon septic tank complex. This aerobic, return flush mixing with the anaerobic septic tank effluent helps to denitrify the septic effluent. The hydraulic control unit will sequence the estimated daily flow over twenty-four hours through five zones. Each zone will consist of 8000 square feet of drip dispersal area in two cells of 4000 square feet each, for a total area of 20,000 square feet. Estimated flow loading will thus be 0.26345 gallons per day per square foot. Timed dosing will eliminate volume excursions above estimated daily flow. Flush Flow Five zones of two cells each, fed by five supply lines are automatically flushed by the control unit. In drip line flush mode, each zone is automatically flushed by the control unit and the required flow is specified as 2 feet per second per drip line or 1.39 gpm x 10 drip lines per zone for a required flushing flow of 15.9 gallons/minute. However, while flushing, the high head pumps also allow some drip flow through the emitters for the relatively short flushing time. To maintain the required minimum of 15.9 gallons per minute flush flow must be increased by the drip emitter flow which adds 10.17 gallons per minute. Consequently total flush flow required is 26.07 gallons per minute.4 During this cycle flow is via the force main to the control unit, into the supply line, through supply manifolds, ten drip lines, return manifolds, the common return line and the return line from the control unit to the cluster system collection line. Filter Back-flush Flow Mode The system has a third flow mode in addition to dose and drip lire flush mode. The hydraulic control unit's filters require periodic back-flushing. The filter rr..anufacturer specifies a minimum of 15 gallons per minute at 50 psi during filter back-flush. During this flow mode the force main supplies at least 15 gallons per minute to the filters inside the hydraulic control unit. Force main flow is thus calculated at 15 gallons per minute as is return line flow to the cluster system collection line. No forward flow to the drip dispersal cells occurs during this mode. Design flow is nominally 150 percent of estimated flow and soils loading calculated on full "design flow" would be 0.395 gallons per day per square foot. 'System pump alarm floats are set to allow 8920 gallons of surge flow with 1784 gallons reserve above the alarm setting. The 1784 gallons above the alarm is about four hours of estimated hourly :Flow based on the assumption that the daily flow to the system will likely occur over a nomina twelve hour period. The hydraulic control unit is located in an insulated frame structure serviced with power and a dedicated telephone line. The building is electrically heated, thermostatically controlled to maintain temperatures above freezing at a nominal 360 F. The control unit is supplied with an American Manufacturing supplied modem panel designed to automatically dial a fault message if any component goes into alarm mode. The modem panel is customized to include alarm mode capability for the septic tank time dosing pumps and for the ATU blower motors. The modem panel provides dial-in data retrieval capability. Page 2c of 15 4 Manufacturer states that the ASD 25 has adequate capacity to flush flow at 26.07 gallons/minute. General Construction Information 1. The drip zone area must be preliminarily cleared of any stones on the surface and backhoe pit residue. 2. Soil pits subsistence must be filled with reasonably compacted backfill and the accumulated ridge of topsoil along the old fence line leveled. 3; Prior to drip line installation the general area will be of uniform topography and clear of any obstructions. 4. The entire drip dispersal zone must be fenced off to sepzTate it from general site construction activity. 5. A preconstruction meeting must emphasize to all contractors the importance of staying off the drip dispersal area. 6. No activity on the drip dispersal area is allowed other than the minimum required to install the system. 7. No wet weather installation is permitted. 8. The drip tubing shall be installed using a vibratory plow, trencher, or by hand. 9. All PVC pipe and fittings shall be PVC schedule 40 Type 1 rated for pressure applications. All glued joints shall be cleaned and primed with purple PVC primer prior to being glued. 10. All cutting of PVC pipe, flexible PVC and dripper tubing of size 1.5 inch or smaller shall be accomplished with pipe cutters approved by American Manufacturing Company, Inc. No sawing of PVC, flexible PVC or dripper tubing of sire 1.5 inch or smaller allowed. 11. All PVC pipe, flexible PVC and dripper tubing in the work area shall have the ends covered with duct tape to prevent construction debris from entering the pipe. Prior to • gluing, all joints shall be inspected for and cleared of any construction debris. 12. All automatic valves shall be installed with isolation valves, bypass valves, and disconnects (i.e. unions, flanges) for manual field operation during field maintenance events. All valves must be provided with at-grade access. 13. Drain field supply and return lines shall be installed at adequate depth to prevent freezing. Horizontal spacing between dripper lines and the installation depths to be as specified. 14. The installing contractor shall be certified by American Manufacturing Company, Inc. to install this type of system and shall participate in the pre-construction meeting with individuals responsible for soil evaluation, design, permitting, and inspections prior to site work beginning to insure protection of the site conditions and to ensure the system is installed according to design. 15. If site conditions are determined to require the installation of the system to deviate form these plans, all work shall stop immediately and the designer shall be notified. Any ongoing work shall be the sole responsibility of the contractor. 16. All force mains shall be tested for leaks prior to drip tubing installation and prior to system startup. Uncovered force mains shall be visibly inspected for leaks. If a leak is suspected in covered force mains then the force main shall be retested at a minimum pressure of at least 50 percent above the design operating; pressure for at least 30 minutes. There shall be no discernible leakage. 17. Prior to startup, the air release valves shall be removed and each zone flushed as follows: a) using an appropriate length of flexible pipe with a ma..e fitting attached to the air release connection to direct the flushing waster away from the construction area; b) flush the zone with a volume of clean water equal to 150 percent of the pipe volume from the • central unit to the air release valve; c) repeat this procedure for each zone accomplishing the flushing by a manual override of the control panel. Page 2 d of 15 Contour Installation of Drip Zones Dripper tube laterals are to be installed on nominal contour lines in so far as possible. Dispersal zone cells have been configured based on detailed contour information, and the following notes are intended to facilitate field installation. 1. Zone 1, Cell 1-A the lower edge follows a line 12 feet downslope of and parallel to the 100 6.85 contour for 50 feet. 2. Zone 1, Cell 1-B the lower edge follows a line 10 feet downslope of and parallel to the 100 6.85 contour for 50 feet. 3. Zone 2, Cell 2-A the upper edge follows the 1008.85 contour for 100 feet. 4. Zone 2, Cell 2-B lower edge follows a line 2 feet above and parallel to the 1008.85 contour for 100 feet. 5. Zone 3, Cell 3-A the upper edge follows a line 4 feet below and parallel to the 1008.85 contour for 100 feet. 6. Zone 3, Cell 3-B the lower edge follows a line 2 feet below and parallel to the 1008.85 contour for 100 feet. 7. Zone 4, Cell 4-A the upper edge follows the 1010.85 contour for 100 feet. 8. Zone 4, Cell 4-B the lower edge follows a line 2 feet above and parallel to the 1010.85 contour for 100 feet. 9. Zone 5, Cell 5-A the upper edge follows a line 13 feet above and parallel to the 1010.85 contour for 50 feet. 10. Zone 5, Cell 5-B the upper edge follows a line 2 feet abcve and parallel to the 1012.85 contour for 50 feet. Page 2f of 15 Cold Weather Installation Notes 1. "Top feed" supply and return manifolds are to be installed at high topographic locations for each drip zone. 2. Drip tubing is installed 1.5' below original and final grade. 3. The manifolds shall be installed at slightly higher, 0.1 foot, elevations than the elevation of the highest dripper tube in the relevant zone. 4. Additional backfill required to set proper elevations of manifolds and give a minimum of one foot of final settled cover over the manifolds. 5. The main supply and return lines shall be installed below the frost line and shall feed the shallow "top feed" manifolds within a single vertical section of insulated schedule 4 PVC pipe. Insulation shall be a minimum of inch thick foam insulation. 6. If vegetative cover can not be established prior to initial cold weather, all trenches and tubing must be protected with a thick, minimum six inch, layer of straw mulch. 7. All loops connecting drip runs with I/z inch flexible pressure tubing shall be slightly elevated, minimum one to two inches, so that they drain into the drip tubing after pump shut off. It is the contractor's responsibility to ensure these loops stay elevated during and after the loops are backfilled. 8. All pipes entering and leaving the hydraulic unit shall elbow down 90 degrees to a depth below the frost line prior to extending horizontally away from the unit. 9. The frame building housing the hydraulic unit shall be insulated and thermostatically controlled heated to maintain a minimum of 36 degrees.F. 10. All conduit entering the control panel shall be sealed to prevent condensation inside the panel. 11. Established vegetation height shall be a minimum of 4-6 inches throughout winter - , months. 12. Air release valves shall be placed below the ground surface inside a valve box but at elevations above the highest drip line in the pertinent zone. 13. Following drip line installation the entire disturbed area must be seeded with a seed mix designed for tall and wet sites. A mix equivalent to 310114WT5 (Native Wet Tall) should be used. Mulch sufficient to prevent erosion until seeding is established must be applied to the seeded site. Page 2g of 15 5 Common Name Lb/acre % of mix component Bluestem, big 2.5 25.0 Indian grass 2.5 25.0 Wild-rye, Vir inia 2.0 20.0 Switch grass 0.5 5.0 Blue-joint ass 0.25 2.5 Green bulrush 0.25 2.5 Wool grass 0.25 2.5 Giant bur reed 0.25 2.5 Cord grass, prairie 1.5 15.0 Grass Totals 10.0 100.0 Winter wheat 56.0 80.0 Rye-grass, annual 11.2 16.0 Wheat grass, slender 2.8 4.0 Cover crop totals 70.0 100.0 Wet Forbs Mixture 2.0 100.0 Grand Totals 82.0 100.0 r Design Criteria Te~ Anticipated septic tank effluent: 30 ml;/L < BOD5 < 800 mg/L restaurant, 30 in ;VL < BOD5 < 600 mg/L service station 30 m€;/L < TSS < 150mg/L Fecal Coliform > 10,000 cf i/100 mL Treated Wastewater Contaminant Load: 30 mg,/L < BOD5 Septic tank + "highly treated" effluent 30 mg/L < TSS Fecal Coliform < 10,000 cfu/100 mL Estimated daily flow (time dose controlled) ~Z gallons/day hydraulic load Design flow average (weekly basis) 04- gallons/day Design Calculations In situ designed loading rate O ,Z 6 gallon 3/sq. ft. per day Depth to estimated high ground water > in. Depth to bedrock ? in. Force main length to control unit 1 ft. of in. Return line length from control unit ft. of in. Supply line length (max) to drip ft. of in. Return line length (max) from drip ft. of in. Total drip line length 0,,-o eo ft. of _ S in. Drip line manufacturer Drip system model r Emitter type - OA s . e. (-0 Hydraulic Control Unit 1~S Number of emitters Flow rate per emitter 0, L-p gallons/hour Minimum calculated flow (@ drip flow) .1 b gallons/minute Total developed system head (max @ drip flow) 2 Z ft. ~ k - Drip Pumps 4_0 gpm @ - S ft. of head 2 e 3Y' Manufacturer Model # ~ 3 S C1 , o Z ~ o Dose volume gallons Septic tanks 10, 6-0 + 2 w< e~, e,, o ? o~ gallons Septic dose pumps, developed head ft. Septic dose pumps \ 2 ' e ' gpm @ ft. of head Septic dose pumps, timer on setting, dose enabled minute's; field verify dose of O gallons Septic dose ~.3 pumps, timer off setting, between doses minute's ATU treatment tanks 2 Vv , e n-,, c1, o-o i o , 2 e-o gallons ATU manufacturer o w.~ V 0 i Model # F P~C q, o Pump tank gallons Measurement drip pumps on and off S fl inches Drip pumps, timer on setting, dose enabled minutes Drip pumps, timer off setting, between doses S minutes Drip. specs. calcs; Page I of .au Drip Calcs, R and J Project Dose Volume Description Length Diameter Void volume Total ft in gal/ft gal # Number of Zones 5 Number of laterals per zone 10 Lateral length (not in void calc) 200 0.5 0.013 2.6 Drip line length = # laterals x length 2000 0.5 0.013 26 distal end - pressure tubing, max 20 0.5 0.013 0.26 (4' ea x 30) Supply end - max 520 0.5 0.013 6.76 (various) Return end - , max 520 0.5 0.013 6.76 (various) Drip system void 39.78 Minimum dose = 6 x void 238.68 Supply manifold, from control unit, max 235 1.25 0.064 15.04 Return manifold, to control unit, max 235 1.25 0.064 15.04 Filter volume, 22 cubic inches 0.0952 1 gal = 231 cu in Force main if present 10 1.25 0.064 0.64 Total dose (minimum required) 269.4952 gallons Cycle Calculations # Emitters flow/emitter flow flow al/hr gal/hr gal/min Lateral length/2 = # emitters per lateral 100 0.61 61 1.017 Drip length/2 = # emitters (drip flow) 1000 0.61 610 10.167 Return flush flow = # laterals x 2 ft/sec 15.900 2 ft/sec is 1.59 gal/min in 0.57" tubing Cycle length (min) = dose/flow 26.51 minutes Head loss @ Total flows Length Diameter Loss/ft Loss ft in ft ft Force main @ flush flow 10 1.25 0.112 1.12 26.067 gpm Return line @ flush flow 77 1.25 005903 4.55 15.900 " Supply manifold @ flush flow 235 1.25 0.112 26.32 26.067 " Return manifold @ flush flow 235 1.25 0.05903 13.87 15.900 " Hydraulic unit @ flush flow 26.10 Force main @ drip flow 10 1.25 0.0258 0.26 10.167 gpm Supply manifold @ drip flow 235 1.25 0.0258 6.06 10.167 " Drip system, longest lateral' 200 0.5 18.0 * Manufacturer specification Longest lateral w/ no manuf spec 0.5 0.0 (use if manuf spec loss/ft = 0) Filter 0.5775 0.25 psi (1 psi = 2.31 ft) Hydraulic unit head loss @ zone drip flow 6.2 10.167 gpm Head: pump to control unit 11.15 Head: control unit to far supply end, max 5.5 Head: lateral distal minimum 0.1 Subtotal, system head @ drip flow 47.85 System losses (30%) 14.35 Total head loss (ft) @ drip flow 62.20 10.167 gpm Head Loss (ft) @ flush flow 107.28 26.067 " page 4 of 15 Drip Pump Timer Settings pump setting (gal) (in) ((Ial/in) Design dose (Dd) 294.25 5 158.85 (min) Timed dose, minimum Dd/total drip line flow rate per zone 28.943 Design timed dose setting 28.9 Volume of dose @ design timed dose 294.25 (gal) Total design flow 5269 (gal/day) # doses per day 17.91 Total dosing time/24 hrs 1.34029228 (hr) = 80.41753653 (min) Time between doses 51.5 (min) Summary: ` When dose is enabled, timer on setting is 29 minutes After each dose, timer off setting is 51 minutes summary settings rounded to nearest whole minute Doses/day per zone @ full design flow 3.6 Filter Backwash Calcs Length Diameter Los:/ft Loss 15 gpm @ 50 psi = 115.5 ft head ft in ft ft (manufacturers spec) Force main @ flush flow 10 1.25 0.053 0.53 Return line @ flush flow 77 1.25 0.053 4.081 Filter head (min) 115.5 Eiev head 11.15 Total Head 131.26 page 4a of 15 aAr ~O co w /I l H , i QJv ~ o ~M i Iv. /OJSV\ y~ W.U..n~~~ 111 1 I I . • I r • / S b o ` _ 1' o -,-----gyp - - I ~ r I ` 1 1 20,x, • NL v f 1 I 1 t;Y~ P\JCSCL4~) 4z 4r' \rQ k4rn \.Z.S (~VCSc~ `ttJ i 1~UC S~n 610 \%Q_aJL& -R O 4A lkA I ~ VEMT CAP 4"C.I. VENT PIPC WEATHER PROOF APPROVED LOCKIti1C. JUIJMOM BOX MAMHOLE COVER > 25' FROM DOOR, AaVJ%N G WIfJCOW OR FRESH ~AQle L- AIR IIJTAKE GRADE area,. i Q11 41 Ioof;' CoIJDUIT-- i PROVIDE _ I I _ AIRTIGHT SEAL III T + F~ q~ 1j I III APPROVED J0Iu7S v, 'J'. I I I W/ PIPE j I OW70 SOLtiD SOIL I I PUMP pFi S q 4r, 0 a III q oll I S ' S i , a p T U Model 20EB RUBM EmuaffMA"ER'. METERS FEET RECOMMENDED RANGE ( 9 RPM 3500 140 6-28GPM 60 H z i 120 400 4 L- 100 CiM t Q 300 ;OF~B + t v 80 4 20EB10~., 200 1 J F p 60 -6 L - - - - - - - - - - - - ° 20660 ( + i _4 . 40- 1 ~r 4 s i w r 100 20 t r__ s4 0 p" t~ sZ: 0 5 10 15 20 25 30 GPM 35 1 I I I 1 1 1 1 0 1 2 3 4 5 6 7 m3/h Model 33 EB CAPACITY, METERS FEET - { RPM 3450 70 y"33EBIS 8 5 e , RECOMMENDED RANGE 60 Hz 225 10-50GPM - - 65 - t € f 200 ' r 60 - -l - 5 55 . r cc. 175 .`33ES4 6 es _ , z - i O 50 _ - + a cn~ = 45 150' ..v,._. - n g 40 125 C 33E807 4 eta es z 35 0 30 Q 100r33~B05 3_#t_ es p 25 75 - - 20 15 So r_ 25 - 5 0 0 , 0 10 20 30 40 50 U.S. GPM 1 1 1 I I I 1 0 2 4 6 8 10 12 m3/h CAPACITY DISCHARGE 11/4" NPT DIMENSIONS AND WEIGHTS Length (inches) Weight (tbs.) , Order Number HP Phase Stages W.U Motor L.O.A.O W.E. Motor Total W-E- 20EB0522, 20EB0521 1h 1 5 9.6 9.5 19.1 3 18 21 20EB0722 1 6 11.3 10.7 22.0 4 20 24 20EB1022 1 1 8 13.0 11.8 24.8 5 23 28 d s o 20EB1522 1'h 1 11 15.5 15.1 30.6 6 31 37 33EB0522, 33EB0521 112 1 3 11.0 9.5 20.5 4 18 22 j 3 722 '/4 1 4 12.2 10.7 22.9 5 20 25 j 33EB1022 1 1 6 14.7 11.8 26.4 6 23 29 • 33EB1522 8 17.1 15.1 32.2 7 31 38 3.75"-~ D W. E. = water end or pump without motor. _ MOTOR 0 L.O.A. = length of assembly - complete pump - water end and motor. S 3 i VEUT CAP 4 C.I. VENT PIPE WEATHER PROOF APPROVED LOC.Kimc, J } 25' FROM DOOR, JUIJCTIOAJ BOX MANHOLE COVER W A(Z M~ r1 G- WIQDOW OR FRESH AIR INTAKE GRADE 4 „ 41 COQDUIT \ PROVIDE I - _ - AIRTIGHT SEAL. - - 'o -W `0, o-U ~QJ, APPROVED JOiUTS II 000 STF\vo I i W/ PIPE l \L-G~j ,ice ~11av I E)JE.kiDIk1G 3' ONTO SOLID SOIL ff~ V ~S O I I ( PUMP _J OFF ( (`1j'^v 1 p 1 BLOCK • a. A 9 2?a 2-L~ a I )le 1 01 S \ IOV I' ` Engineering Pump Characteristics Performance Data Meta Iloit SfAww," t . v Awovwk Moog$ SNEF30A1 I ~ Hars•1+w•r .30 t FW (*W AM fi►0 e e --T ...__r_.. . AU IN S6" hb 14 pok) R.t'Ji4. 1 SSO V•k 113 Han 60 l • 120'1 AAA a o • ~tsdetioo Qas A Diccfar s~. 1-~ /z• Nn c3taatt) Total N..r f#ot 4 i 12 1 16 40 24 $014 Hooaq 3/41 (19rw1 ON M.S.) 44 34 29 Zi 1 0 vo wool 30 b& ►•wu Catd 19/3, SJTW, 20' VIL Dimensional Data 1. A Materials of Construction (14Z t taowoi Hat1~t• St.~M•st Stwi wry: 1/1 loth n►~ ,n i w tw ("Ouaw, Fv"a L*k!!~, Cm Wdv*k 01 Wow" c~~o• Abt" Ha•S G# kw ,•.1 ~r.dmaw S. 6n/0A ba(a3aaY► Cas (w k tw rwm Ar ryn a.rk, e~ w m R~ ad rMt Stw •,dN~toa M>kt M•611414 SW Fens CNWIGrads Skh S•ai S«i E* Aar Slod SRrla~ swhls Stow fi. wst IattrN 1 r E * ~,•orc (you Call 0" SIN" Low« Kw 1W qzl --F~ ►a+ b~ NffNt 11121 * s•au stivo •ss EIyf+F" TlnttaoOblk Fe:t•1•r• Sltirtfosl S>wf 1 G 1999 H dromaie limos, Aooorµi, Cho. N! R' Rewvd. ~Nr HYDROMATIC - Yow Avlhon:•d Local Oiob,.ror - 1840 Bartr N4 AWmil, O,6 44105 W: 419.219.3042 Fir. 419.211-4017 • w1b 5111: vmIarlar mc•m i SGLIS OFFICIS IN ALL MAJOR CITIES AND COONI'RIES i•m a: WU2.8350 1208 6M 10/25/2002 10:47 2154125347 AMERICAN MFG CO PAGE 02 AMERICAN MANUFACTURING CO. "Pere-Rite" Drip Systems PIRESSURE E CENTRAIUNI HTDRAUUC WCHART 3A CHART 2A FIELD FLUSHING p L FLOW vs HEAD LOSS SI ~ LF,~S F I ~j w ~T vT ' li GPM 50 7 16 UNIT9~ft~ UNIT ~ft) 60 7 16 5 2 4 70 7 16 80 7 16 6 2 4 90 7 16 7 3 5 100 7 16 8 4 6 110 7 16 9 5 7 120 7 16 10 6 9 LA_ 130 7 16 11 7 140 7 16 12 7 11 .5 150 7 16 113 8 12 4 9 13 p 160 7 16 170 7 16 15 10 16 = 180 7 16 16 12 19 190 7.4 17 17 14 22 0 200 8 18 18 16 24 10 0 ` 210 8.6 20 19 18 27 20 9.2 21 20 20 28 21 21 ~ 230 9.9 23. 4d 10.5 24. 22 22 250 11'.2 26 23 23 60 12 28 24 24 j 270 12.7 29 25 25 1~ilATA~IiwM+U~hrF~'ADww+ri r..r~~ 2B0 13.5 '31 290 14.3 33 15 gpm Hyd. Unit - Typical Single Family Home 300 15.2 35 Max. 4 zones, 4800 l.f. 310 16 37 20 16.9 39 1 330 17.9 41 340 18.9 44 350 19.9 46 360 20,9 48 370 22 51 380 23.1 53 390 24.2 56 AMERICAN MANUFACTURING CO. 400 25.4 59 wn V"Mm r wmmu w w,.^ M-w-w" owwm wM Netaflm 0.5", PC emitters 24 Inch emitter spacing f i System Specific Maintenance I y . Treatment System •i 1. The aerobic treatment unit blowers should be periodically checked and the inlet screens cleaned approximately every six months or after any periods when debris such as leaves or mowed grass might have been air-borne in quantities. 2. The aerobic treatment unit should never smell septic; if unusual odor occurs, notify the installing plumber. 3. Annual inspection of sludge depth in the septic (trash) tank and in the treatment tank is recommended. 4. Unusual noise from the blower unit should be referred to the installing plumber. 5. Manufacturer's specifications for initial inspections every six months for two years must be followed; follow-up inspections required at yearly intervals. Drip System 1. The filters for the drip system should be inspected and cleaned, if necessary, by the installing Y plumber. 2. If the alarm sounds or indicates a problem, notify the installing plumber. 3. The alarm system should be checked at least annually to verify proper operating order. 4. The supply and return manifold should be flushed every three years by opening the clean-outs and using a pressure washer. 5. Drip zone area does not require mowing; if mowed during growing season, the area should not be mowed after August 31 to allow vegetative growth prior to cold weather. 6. Traffic of any kind is not permitted across the drip dispersal area; the perimeter of the area must be delineated with a decorative fence/barrier which must be maintained in a manner to prevent incursions by vehicles, "four-wheelers," snowmobiles or other equipment which might compact or damage the area. 7. Manufacturer's supplied operation and maintenance manual will be followed. Y y Page 14 of 15 05/02/2006 16:28 7152352592 T L SINZ PLUMBING PAGE 02/02 05/02/2006 TUE 14:30 FAX 715 346 0693 DIERRICH COMPANIES Q002/002 85/02/2885 89:39 7152352592 T L SINZ PI._UMINS PAW 02/82 1 ST, CRoIX couNW MTIC TANK MAMMANCE A AND OWNERSI' CERTWICA',X"Yt7N FORM OWM/Duyw - (mot. r Maf US ,Address t 3 S F Si- 1 Ptvpt cty,q, dte9s cs...11C ti..-•.. s-*tc,I (VOIft4Wion required fvm Planmiag A o p ~ mew canabrnctioa) awsuta pZ~y"' io~3- 74 --f cxi LEGAL D~8 t>P►rsn*t ?'fq~ -r-0 =0- O. ~a..~ 9 D ProPKty LocatiOnA Y. ,Sec, Z 3 , T 3 O N Pt,_ )c6 W, Town of _Lr-A n1o,,A Subdivision Lot # . Ce13ft0d Survey Mjtp # E5 Z Z. D Z Volt=e, 2• Page # WiC Tanty Deed # 63 Z 410 volume Page # Spot bows y ~ Lot liou ideAditabk:ya; no T M IAIl~TT N ANC¢ A" OwMR ~ERTIFYCAUpN UrfwVcr um md =4n1==m of yM sgp& 4kM could t im ft premahtse fi01M1 to hsadls mates. PrvpW Qqasim jhmw ft out * sePoc tank aveay tk= >camNor rooumw. if neadod, by a hcama d pamper. Wbat you 1uth* tLc s9.s11=0 AWM Qtr ftwOon of the mp4v tank as a repatm W skwo = the rasW bfsnoeal systam, ou mer X=ntenme bOliilss ttcc spaoiftd in §Comm. $3-520) =d is Cbaptw 11. St Croix Co=y Seuitery Q,d;=•,, . 11e PRUpdZIY owner agtee;e to eubnh to 8t. C"mk C.tly PLnaing zoi+irte Dap:<tmeraa s daao► ► a ity qr owner tmd by a utasear p4mbw, jc~y~nph~r3 d phmobw at a r1ceueed pumprar v ag that (1) on-stv, wa is ataw~ disposer, ey9mm t$ td pa~bper open Condft4vm yadiaor (2) iaspacriort AM less tltea 113 SU of sledge. (jr ma ytba aajc t~k VW% dw =den *md have teed die Oboe regqm=cnta gad agree to the privala Nlte diapeaval system with des 4wdar& eet t'ou* bag* As set by the Depart of Coaw*atsd &xd tbo Depert mwA of Na=#4 Rad&QrM, Xbkto Of'Wisaondm C xbfimdon atadng that your scptia sygem has be= tfoaiatattmd mw be tee pk sad mur d to &e qt. Croix C enty Pig & Zoamg Depart wMW 30 d%ya pt the mesa yea NTimdoa date, lAft MIT► milt 44 GUIttgmA'M on 64 fum are true to the best of xWour lmawWge. Uwe aWare the ewzw(a) of the pgwty dasa load above, by v*nv of a wamw9y deed Twot6d In logina of Dseda Mce, SI T[1RE OF per.. 'Any it* metka that is wkwpje may resatt to the aanihay perma baa8 mvQW by the Plmft & Zotd* Depa s^•s a+ajrat~ly dead Pram the Rregyyter ofA QM= ad s ceapy of t$v oard5ed survey. map if ~ zdcrcncc is ma& is the -Avanty ow Parcel #.y 026-1068-70-225 05/03/2006 03:05 PM PAGE 1 OF 1 Alt. Parcel i€: 4 23.30'.18.349D-1 026 - TOWN OF RICHMOND Current I X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 03127/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner RANDY S & DEBBIE J CALLEJA O - CALLEJA, RANDY S & DEBBIE J 2203 135TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 1307 CTY RD G SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 6.000 Plat: 5100-CSM 20-5100 SEC 23 T30N R18W PT NW NW BEING LOT 1 Block/Condo Bldg: LOT 05 CSM 12/3342 (16.207AC) FKA CSM 14/3947 LOT 3 NKA CSM 20-5100 LOT 5 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 12-30N-18W NW NW Notes: Parcel History: Date Doc # Vol/Page Type 11/11/2005 811853 20/5100 CSM 08/0212004 770435 2628/601 WD 10/04/2000 631147 1548/284 WD 09/14/2000 629850 14/3947 PSM ore.. 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 03/27/2006 Description Class Acres Land Improve Total State Reason Totals for 2006: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1111 • . V : y • f , ` . C service . • 12>:.' x : 14.' h.• 'eated ' (360 F) building for • :4 ~ • ~ ~ . r Manufacturing ASD25 ? 1• 'American 3Y ° Hydraulic control unit _ 10' 1.25" PVC sch 40 force main rgtl) 5 -1.25" PVC sch 40 supply lines . ' 7 .1I 3. Zone I -B e e Y - 10 , return 3RD Zone 1-A \ Zone 5-A /M Z I Zone 2-A \ t,. o Zone 2-B e A~~ Zone 5-B $0 1.25" PVC 1 (k. Oka. 19SIS t,Q -L clean out • C I A a Lu A NOTE. ALL SPOT SLEVA77ONS TAKEN AT TOP OF 1 $iAB UNLESS OTHERWISE NOTED. ; . ('1"QC tOP OF CURB) Y, 'Y • ' , !1A ORANw dec ~ cr era r at we w w t 40 common return line W057Sa49 001 S r AS SHOWN ' , . FAW NYC . • FIRE HAW 1 1 + • .►NVI 1. •V RENSION M-V VM REVOW -IMULS r ..4 • ' • PLAN AV HAND GRAPHIC SCALE BEM' I-V BEY' W tJ 12.13 .0 ~aafmr? War Full Size: 1 inch = 30 R. C4.2 D