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HomeMy WebLinkAbout026-1294-04-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Fujlding Division S INSPECTION REPORT Sanitary Permit No: 506396 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Smith, Gerald Richmond, Town of 026- 1294 -04 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: /OZ). ,`') /M v ":6 " 28.30.18.1486 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM f L77 C&L Aeration : Bldg. Sewer / n 41 n /, L - k, Holding SUHt Inlet 75 - go TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r I V Dt Bottom Dosing S7 Header an. p s glvl Aeration \ Dist. Pipe D Holding Bot. System J fs ^ ` r✓ Final Grade PUMP /SIPHON INFORMATION -6 Manufacturer Demand St Cover r ,r7 S - GPM rfrt. <� �� ti ��t "'� z Model Number S 3 a _ TDH L Friction Loss System H a TD Ft Forcemaln Len r Dia. r � Dis . to Well 77 1 SOIL ABS011PTION SYSTEM BED /TRENCH Width Length r No. Of Trenches PIT DIMENSIO1 No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO PIL JBLDG VVEL LAKE /STREAM EACHING ` Manufactures INFORMATION CHAMBER 014 '�� Ty Of System: UNIT Z h � Model Number DISTRIBUTION SYSTEM L d a ead Manifold Distribution to f x Hole Size x Hole Spacing Vent to it Intake Pipets) r / r Y /,, // /_ Length Dia y rf Length lY Dia `I Spacing (l/ r" /A;) SOIL CO x Pressure Systems Only xx Mound Or At -Grade Systems Only V�L epth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched ed /Tr�h Center '2 ' Bed/Trench Edges Topsoil Yes No ] Yes _ j No C MNTS: (include co is E crepencies, persons present, etc.) Inspection #1:�/�/ Inspection #2: / / J , , Location: 1305116th Street New Richmond, WI 54017 (SW 1/4 SE 1/4 28 T30N R18W) Richmond Acres Lot 4 �Parcel �No: 28.30.18.1486 /J 1.) Alt BM Description = ��nd , �D�/ht_ �A %�C[r✓L !ti/ �� 2.) Bldg sewer length = �V q l/k QryLf 22 - amount of cover = "� GAL (iruce� 66 Ly Plan revision Required? J Yes N0 /' 1 (n Use other side for additional information. ° ~_ `' SBD -6710 (R.3i57) Date Ins Cent. No. epctor's ignature \ � j k \ �§ /m( 7 \ e m �Eo.2a / r �(n e w ; _ m G=/ £ . R 6 5 . = @IQ«@ 2 2cj$ ƒ@\ a.0 7�)))k(L v J?S Z a m ) z 2 0.0 Q) so , . \ LL f a >U) 0 \ � � / C ,x 0to \ E § � LO .0 m Q§o���o = � \ E < q � ® I ) / LU /� _ 0 ) % z 7 . / I a m E 0z __ c ■ _ W k 7 / E \ _ . u_ Cl) 8 \ ; § � � J \ f \ k -Y . jq z z e \ 2 \/_ ] § 2a■ k \ \ a ' & k 2 k > cn E� k k 2 o o o k k g a a a . o ' j \ § § o m \ § '0 '»§§ _ § § ( § � e �° = Q $ -6 < ƒ ƒ 2 �kI ; 2/ o / 2£ m E g g co § § / 9 9 B k 4 - £ k = ; ) �) \ _ _ , 2 \ �) / 2 { r_ 2 » z 3/ 2\ k /E � � k E$ƒ kaf / 0 a 0 3 3 Had commerce .Wi.9ov Safety and Buildings Division County 201 W. Washington P. Boa 62 �,e — lx w i sc o n s i n Madison, WI 07 2 Sanitary Permit Number (to be filled in by Co.) t)epartmetrt of Commerce Sanitary Permit Application State Transacti u a In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental / � unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary purpo in accordance with the Privacy Law, s. 15.04(l m , Stats. I. Application Infor tion - Pleas Print All Info ' a 3� ` r'' Property Owner's Name r�G /► �� / Parcel # NnV 13 Property Owner's Mailing Address Property Location / ,////d 1 �v�r ,/Z/ ST. CROIX COUNTy Govt. Lot City, State Zip Code Phone Number , /., Z /,, Section (circle o al8 GC /vE /l 33a 743 *'31'/ - 8888 H. Type of Building check all that apply) O Lot # T N; R � � o S I or 2 Family Dwelling - Number of Bedrooms "•- nZ11 Sub division Name Gtt, - J Jbr^1 Block # ❑ Public/Commercial -Describe Use J^ a P L CL Q ref ❑ State Owned - Describe Use CSM Number 0 image of Z 64� 6 Id Town i /Lif//'lo.✓O III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A ' New System y El Replacement System ❑ Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain) B• ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued ❑ Permit Renewal El Permit Revision ��` Before Expiration Owner 1 IV. Type of POWTS System/Component/Device: Check all that apply) ; I f Ll ,gNon- Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information Design Flow (gpd) Design Soil Application Rate( pdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o o New Tanks Existing Tanks rr U Septic or Heldm ea)4 D o O 000 / /E E•c Go. Dosing Chamber it �� ✓ VII. Responsibility Statement- I, the undersigned, assume responsibility for instalWon of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signatu MP /NMRS Number Business Phone Number Plumber's Address (Street, City, State, ­ Ztp tea? 9 1:? �ST X VIII. Coun /De artment Use Oniv Approved Disapprov Permit Fee Date ssued Issuing t Signature iven ni al $ 5 � .tom it /,3 07 IX. Conditintieasons for Disapproval 21 `G ;� �Q� � 1. Septic tank, effluent fiNerprid v ! � dispersal cell must all be services /maintained kv ' 1 '``- O L0 2 1 4X4.. nCLe- as per management plan provided by plumber. / 2. AN setback requirements must be maintained / as RM 40110=1112 code Attach to complete plans for the system and submit to the Cou only on paper not less than 8 in x 11 inches in size SBD -6398 (R. 01/07) Valid thru 01/09 f � � V p h'1 O n Q y Q o IN v y, L Z C, v C a C • v 'Z %. �k C � � O v L I R L n V Q M V o3 o � V r O \ -' Of AP SA 1 NA o r v z 1 � � � J � w @ 1 � W 4 0 ^1 4i x N I � V Z 3 � Z o e C 1 % e r C i N . Wisconsin Department of Commerce O \ \J�LJ EVALUATION REPORT Page of Division of Safety and Buildings a with Comm 85, Wis. Adm. Code G - Coun 5-C o�� Attach complete site plan on paper no less than 8 1/2 Fc include, but not limited to: vertical and horizontal refere Parcel I.D. percent slope, scale or dimensions, north a rrow, and to ce to nearest road. Please print all Inform �� ��05 eviewed Date Personal information you provide may be used for secondary aw, s. 15.04 (1) (m)). t p ocati n Pr j` a Q�r ZONING FICA 1145 114 S a T30 N R I E (or Property Owners Mailing Addre Lot # Block # Subd. Name or CSM# / 90 e . N W `il a.1' o F K lc moft/6- c rc City State Zip Code Phone Number ❑ City 0 Village ® Town Nearest Road CK New Construction Use: (* Residential / Number of bedrooms Code derived design flow rate _ s� __ GPD ❑ Re9 cement 3 ❑ Public or comma• ^� Parertt rrm3t�fal C lood Plai JevaGon applicable General comments 5 V - S-5 fe' g't o� — +f and recommendations v� r<1� C .�� to �' . �, : T 5 �L T.3 t �vN I �9 Ta Boring # O Pit Boring 4a Ground surface elev. 97 — ft. Depth to limiting factor Q _ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. I 'Eff#1 'Eff#2 0 a '�yy��yy 1 yK / - L . M L to Q Heekv 7,5 ( -O� t� / 32 -1 1 7). S L ��. 10Y( i ® Boring # Boring s Gj, Pit Ground surface elev.- ft. Depth to limiting factor _ I I in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 I 0_J ID `l2 3 ` L n� ,6 M ^v- a� aF Q1-30 2ti 6 jv S Fr cw �F l y - SF-11 1 6w, — / _ rvi L -- . 7 , to Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg ' Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L T Name (Please P Signature CST Number ss Add -t A �.,} ate valuation Conducted Telephone Number a1 a ° � wM - ;0 - o '715 a V8 :3589 i _ r Property Owner Gera Ids T 5 ► +k Parcel ID # ___ Page of —Y— F--31 Boring # ❑ Boring J �• pit Ground surface elev. 7! Is ft. Depth to limiting factor — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 b - ) hlQ 3 L O Msbk W1 f Q (o a �o -I'� �-��'� y ► �s �� F� cw . y 3 7 -2 9 DI k t MSIA F; cw b — Sci I tti wee, rc rJ o F-1 Boring # ❑Boring - A c face ��,�/ r / �, G h �/1J,n — ❑ Pit Groun surface elev. ___ ft. epth to�li m�i 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 'Eff#2 F-1 Boring # F1 11 Pit Boring 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 'Eff#2 Effluent #1 = BOD > 30 5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 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.6=) Property Owner Gera V ��'�'1 All Parcel ID # Page --57.R_ of ^� F-3-1 Boring # ❑ Boring J 9 Pit Ground surface elev. 7 � y S 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 'Eff#2 /D -t7 1 D D N �� d t, _ t FSbK M lEv- e w I P LI . Ce 3 7- 1 Dli-O € - `- '�',�� c Msl�1t �: 6%-." Safi wtsyK 1F : C - 7 A, th - Boring # E] Boring ,5 1 � es = 6 "a. F ❑ 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 'Eff#2 F-1 Boring # F] Boring ❑ Pit Ground surface elev. _ ft. Depth to limiting factor in. =Soil p lication 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 Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgA ' Effluent #2 = BOD, < 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. SSD•8330 (Rb/00) a . , v' 4- 4 9 , va' 0 I L' 2 =� � v _ rwl J oj i ___ __ __ __. __ __. _ ___.. __. _. _ .... __. __ _. __.. _ __ _ __ _ __. _ -_ __.. _ ___. ___ _. _... _ ____ ___ _____ ____ _____ __ � B6 C i V r J ea. (L �- O _ Ar1 4 - c+n CZ 00 0 3- vo + �r 4 r V) tr- � x y p be I ° 32,228 sq. fit. L � r s87•39'50'E 436.68' 2.22 acres 96,598 sq. ft. Vi .63.5 9 6:9 r . r r� 1 S87'4{7'52" 303 589*49'19��YV 224.00 l 1rt� rrf� (R= NB9'36'.30"W) r r � t t 0 I l O r Q w w -- 0 1. 75 acres � z ca MAP VOL 4 PC 1 093 00 CO 0 0 ?6,137 sq. ft. m v �Q.0 0 ) r rU South 6 w Section 962.5_ D 1^ fFnunr, ACHMONDACW (A COUNTY PLAT) (Gaoled in port of the Southeast Ouarfer of the Southwest Ooarter, par! of the Northeast Ouorter of the Sat' west Ouorter, port of the Northwest Ouarfer of the Southeast 0sorter and port of the , our4ev Ouorter of the Sa�theosf Quarter afi 1r, Section 28 iownshrp 30 North, Range 18 Wes!, ;own of Richmond St Croix County, Vzorso. (SEE SHEET 1 -26 -- 27b�,� 28 25 9667 _ 31 -' 966. I u9sTx'w naoq sa w 1O 24 9 ........ 9628 -' 9610 1205. 176y. a eo TI C 961.5 7 p7.71 SN [a ' ________ 2 I fa93J76'e 51987 :A -LC -SAC 020r ro m . 2 _ ° ro BEPme Ma �q7 -,a CrugoN or W 0 im aI - . fis z 007 10335 �N791bSSE 610x' 32 A 2 ' a oyes 969.6 95,137 sq. If. 2 " 7j e a 30'2Y E:' x a 36 35 N2a' 51168 �, .; I 38 37 i 9 1.86 acres 1.81 acres o" - 0 2.01 acres 80,901 sq. LI. 78,767 s0. ft 211 acres z � � � ne �f 91,511 scres- -� 91,88) sq. ft.. o N QT 81,407sq 33 j t 9 39 d 34 hl 90 2.48 acres. acres 52 odes 82,153 s ft. 4 , Wes 0'st 4817 v 07,866 sq. It. 70,659 Sq. ft. q l ro o LBO. 955.0 z Ip� m. m Gw ! s160 6 � \ v [x a acres .( C1 7 5 80 57. !f c tl� N 8975'8' [ IS 9521 a.6 v B1' �N 892518' E 39228': � Ia 1 IJ2n' ' NW2S 7se.l u ' �6', 6 &6 I17pllE a\ � 7'IT7e'W H W 7 — . \ C�1 ' 9q t J K.�;yyN B3'1S I8 E ISO p � � 6 514,I0' W / 1 / \ X881179 E , `v fAFiwl/r�S >Nlp' 18211' � / _.., , l7 o �flW.f. =I S2ttS'06'w - I,n , 9510 res o \ 94- , J7 sq r' E d n 0 0 s71rw - nm' o 44 f 46 , � E , S, 1 '. N8930'2YC 16895' i 42 97 ores 44 6 40 85,936 sa R o ; 79 ones 4 17816 sq If 1,95 acre S. 0 41 1.83 acres es a 85 1"8 sq It '� 94 ae c a w 291 acres 1 19,816 so. !r, , 5,a sq !' �� 59 sq, v 29,219 so tit 2.76 oc es ly a J I� B.O. 955.0 1 4151 sq. R. to re"wel n 8.0.955.0 L u 909 N89.72t'E 19355' o ' 12 �q ' ,�f 5 to tea' Iearo' 180.00' >996' 11y SB9'49'I6'W 600.00' 47 _ a m m R �I 1 9662 — 1.89 acres ; ; p 0 9695 - - -- 96 acres w Sw raw�w+l ' 0 Cc c - P 81,218 s . ft. W RT'F(EG URl /EY h4AP 1 & q ANawaa 6 - -;. - - - - -- 85,398sq.IC a� 0 a bv( d ?0 2134 o u - -- -- - - ---- .e$ -- - - -- -- a 9665 9679 969.6 m 3 03.61' 20161' LEGEND 58579'5 ^'E . 1 SB9 406.43' Q r, r Monument of Record i N8950'1YE 15026 : I 0 I h 4 lJSk' t V Sec!irn .^me I ,I,I,I�LL�i�VVVIII t1, =NB9N8NI'[IC6.11g - A/1' \ t G 1 Q Pipe i 0 Found I' Iron P ' L 7 1I V f I , a Q� I o set, ,p' w 18' ban Reba �, , � � , 222 acres �I, I �ElNflp (Wei ring 4.103 Ibs, per linear foot All ' 0 65 acre _r� s /W 5,536 so !t e Ai t• r AP othe lot Comers mocked with a I'%IB" i on E as 8C 4'5 sa !' aa a, ' CEP7FF@ FJRI/ a 'I' � on, w oMrq 113 as, per Rnear foot) � a MIE'r .l.' S .... .. Buidng aetbock L 1 I 9813 9529 �r gatm �(c [c v 5C1F8 (100 f o. R of way or es noted) - Proposed Gweway Location arl0's2'E w h 8 L.B.O. Nimble Elevation of NE9561YC 330.98' 1 I SaTOt SB9 224.00 wi A A /' lowest Buid'mg Opening 1 ;` f (� I m "P.ZA8 xloth AI w11111 1 A ry5r NOTES: H.W.E. 100 -Yea Hi Water Elevation o 1 f I, o VA TIONS ARE USGS NAVD 1986 BASED ON CPS OBSERVATIONS. O 00 ' 3 0 o B EARINGS T ELEVATIONS 95b1 Benchmoi -Top o` Iron Rebcr a Pipe o 1,80 acres d o GS ARE REFFAENCED TO THE 8W1N ONE OF THE JJ SUP y 9 o i7a a:. �u — - u h TIFtE� 6'E w 1HEAST - — — - u q _ NM _ SP9'w19'w ulNtMn ��� R Record B.O.T962. 1 wAa s S I 76,'JOsgeS ° - -- ' p 1 'a 'HE PARCELS SHOWN ON THIS MAP ARE SJUCT TO STATE, CO UNTY Record cs u• , �,w u IS I ... m W 'L H lc',3 FASENNf _ _____ 12' Uh t Eoserrent olon roodwo 1/4 OF SECTO 2B, WHICH IS AS3JMED TO BEAR z AND TOWNSHIP LAWS, ROLES AN E R ELATIO N S ). B EFORE P (LE. A 1 S, , ' Iww� � PRA \� u .OT 5128, ACC -SS TO PARCCI, ET , C). BE ORE PURCHASING OR 1FNflOP NC A,LL OTHEP• LOT CORNERS MARKW WITH A A 18 i Sautheosl Cane of ANY PAROD, CONTACT THE Si. CROik COUNTY 2ONIAG OFFICE AND IF 4 IRON PIPE ('NEJGHING L,3 LOS. PER LINEAR FOOT) �) a� hWt. =960.0 u c Section 1B - - APPROPRIATE TOWN BOARD FOR APA�, UNLESS OTHERWISE SHOWN f �H ° 9625 . uaa6 rsa7 ° F(FOOnd Alumnum D.RM by [A N-Ih NC OWN OR RESIDEN Si p0 ANYTHING IN9GH WaG1D INTERFERE � 961.7 �- — -- — — -- _ __ — — 47Jwr_ — —' .66.00' -_ _ _ Oalnty Mar ment) J06 I N4057SD48 WTN OR CHANCE THE OPERATION OF 111E APPROVER COMPRE 15 WA ?R o — - P,1 DP,AINAG[ AND SOL EROSION PLAN FOR THIS %AL TH!5 INCLUDES B'Ji IS ° Y8979!9'E s i � Prewwed by NOT UM17ED 10 BUILDING UPON, OBSTNUCONC Al1ERINC, FlELINC, E %CAVAITNG i 352'96 OR PLANTING IN ANY CRANAGE EASEMENTS, WA'r7i ORAWACE DITCHES, S69'49'19'W WTHAYMC S89'4919'W �C. 7 '1 S89'49'19'W WATER RUNWAYS, WATER CULVERTS, BERMS OR GRASS SONGS. _ - _ _ — - __ _ _ - — - — - - -- 7 532.04' / Phone Na. 0 216-43 N89'49'19'E 2616.10' -- ', FcN No jASj 21'6 -2832 -savfh P1ode, comer of NP 0 n 1 C e -J J. Lp -- f --- Soetn ;inn di,he _ 1/ e P -0. Box 325 GRAPdtSWE S00 28-30-18 __________.__ New Richmw.d VA 54417 SCALE IN Fm: I H:h . 100 rwwl Esloth hed Frwr yes SHEET 2 OF 3 � df 7 Private On -Site Wastewater Treatment System (POWTS) Index and Title Sheet Owner: T' Project Name and System Type: .7T _!;;W r X✓s.c, lo,✓ rs ��a ro ri,,✓ Location: //G ri fir. Street Address S E a /. 6C� ird ro Legal Descri tion Township /County �-- Contents: Page 1: Page 2: �or 6'6.4,1 I ZZ l oss- rie.✓ Page 3: Z40 x r Ao.✓ Page 4: !i "Li,•sP �� �u� Page 5: AoAl rS 0!,!,✓E.c �S /%o.✓wa o F /�.y.✓ «ie►�.✓r �,�.,/ Page 6: it Page 7: Page 8: I .Page 9: Attachments: .,S c E ria.d �E { r �cr.-.c /�i4 /.✓ Te.✓,4.✓cf �,dio. Plumber er: ' ,4lz e _ Signed: Credential Number: mssI2 Date: //- 9- 07 Page Of 7 -SEPTIC TANK &'PUMP CHAMBER CROSS SECTION'AND SPECIFICATIONS 4 CI VENT PIPE 12" MIN. ABOVE GRADE WEATHERPROOF >_' /O' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVERS W/ PADLOCK E Fi.�i .rvro WARNING LABEL 4 11 MIN. 18" IN. INL 13' WATER TIGHT SEALS I�QFc GAS- rlLTu � TIGHT j � APPROVED A SEAL 1. JOINTS WITH APPR --f- i ; AL4 APPROVED PIPE PIPE B 1 pN 3' ONTO ONTO ►. SOLID SOIL SOIL PUMP OFF ELEV . 81.o FT. t OFF RISER EXIT D PERMITTED ONLY IF TANK MANUFACTURER HAS APPROVAL 3 APPROVED BEDDING UNDER TANK CONCRETE .PAD SPECIFICATIONS SEPTIC DOSE TANK MANUFACTURER: !✓/ Co.�t�t NUMBER DOSES PER DAY: TANK SIZES SEPTIC /aoo GAL. DOSE VOLUME INCLUDING DOSE co GAL.. FLOWBACK: //7. GAL. ALARM MANUFACTURER: a s CAPACITIES: A = INCHES = AL. MODEL NUMBER: - SWITCH TYPE: B = 2 INCHES = _ -" �C.B 6AC f. PUMP MANUFACTURER: /xowo r-le- C = INCHES = AL. MODEL NUMBER: SWITCH TYPE: _ � y D . = ` 7 INCHES = GAL. REQUIRED DISCHARGE RATE �o GPM PUMP E ALARM WIRING AS PER ILHR 16:23 WAC . BETWEEN PUMP OFF AND DISTRIBUTION PIPE 8.8 FEET + MINIMUM NETWORK SUPPLY PRESSURE . . RI -- FEET + /mss FEET FORCEMAIN 'X A FT /100 FT. FCTION FACTOR . ..T FEET TDTAL DYNAMIC HEAD = / FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH 53' ; WIDTH 78 ; DIAMETER — LIQUID DEPTH 3G" �. -Y,,c HYDROMATIr HYDROAATIC I • Tom` w SD3 VS33 SW50 r i Typical Application' Sump /Effluent pump Typical Application' Sump /Effluent pump (opacities SW /SD/VS33 - to 48 GPM (3.0 I /s) (apucities SW /SD/VS50 - to 44 GPM (2.8 IN Heads SW /SD/VS33 - to 26 ft. (7.9 m) Heads SW /SD/VS50 - to 24 ft. (7.3 m) Electrical SW /SD/VS33 - 115V, le, 10.0 FLA, 60 Hz Electrical SW /SD/VS50 115V, la, 8.0 FLA, 60 Hz Motor SW /SD/VS33 - 1/3 HP shaded pole w /thermal Moioi SW /SD/VS50 1/2 HP shaded pole w /thermal overload overload 1550 RPM 1550 RPM Minimum Recommended SD/VS33 = 12" (304.8 mm) Minimum Recommended SD /VS50 = 12" (304.8 mm) Sump Diameter SW33 = 18 "(457 mm) Sump Diameter SW50 = 18" (457 mm) Automatic Operation SW = Wide -angle float switch Automatic Operetion SW = Wide -angle float (manual available) SO = Diaphragm pressure switch (manual available) SO = Diaphragm pressure switches VS = Vertical float switch VS = Vertical float switch Materials of Construction Cast iron and engineered thermoplastic Materials of Construction Cast iron and engineered thermoplastic t ImpeHei Thermoplastic vortex Impeller Thermoplastic two vane semiopen Discharge Size 1 -1/2" NPT (38.1 mm) Discharge Size 1 -1/2" NPT(38.1 mm) Solids Handling 3/8" (12.8 mm) Solids Handling 3/4" (12.8 mm) Power ford 10' , SJTW,(20' optional) Power Cord 10' , SJTW,(20' optional) Superior features. • Carbon /Ceramic mechanical seal Superior features • Carbon /Ceramic mechanical seal •Oil-filled motor w /automatic reset • Oil- filled motor w /automatic reset thermal overload thermal overload • Uses single row ball bearing construction • Uses single row ball bearing construction • Piggyback plug available for easy maintenance and • Piggyback plug available for easy replacement maintenance and replacement 9 30 40 S03 ,SW33, S33 30 6 ry20 SW /SD/VS50 - -- -- - - o- 20 - - U. 3 °10 -- — __ - 10 I 0 0 0 I Capacity- U.S. G.P.M.0 to 20 30 40 so 10 20 30 40 50 60 10 Liters /Second 0 1 p 3 GPM .. ���, o ack Swit / rT ❑ Mound, At- Grade, In- Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 8333, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed - The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replicepent system: A suitable replacement area has been evahuated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot limes and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTTER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAIN'T'AINER Name .- d £t/car ' .3 y/L Name E,� t £ <K 1u ,� /.✓s Phone 7/S G 7.� - S.XL L Phone 71S SEPTAGE SERVICING OPERATOR (Pumper)- 1/,v No ad LOCAL REGULATORY AUTHORITY Name Agency .Sr l i Zo.� .✓� D Fi Phone Phone 7i KAWPDATAW"OWTS OWNER'S MANUAL.doc Page - 7 - of-7— START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. , System start up shall not occur when soil conditions are frozen at the infiltrative surface. OPERATION The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water- saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable/fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ❑ Valves Valves shall be operated in the following manner: Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. INSPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). AA Septic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR 113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. ❑ Pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of any filters. Any service needs or repairs shall be promptly taken care of. In-Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. Page 6 of-2- f POWTS OWNER'S MANUAL AND MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner w,ri ,y rw Septic Tank Capacity oa o gal ❑ NA Permit # Sept Tank Manufacturer E ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer sEl ❑ NA Number of Bedrooms 100 m 3 ❑ NA Effluent Filter Model - /oo ❑ NA Number of Commercial Units NA Pump Tank Capacit Goo ❑ NA Estimated flow (average)* o o g aL/ day Tank,Manufacturer ❑ NA Design flow (peak), estimated x 1.5* `, o gal/da Pump Manufacturer , roc ❑ NA Soil Application Rate ga l/day Pump Model ,s s✓ 3 E3 NA Influent/Muent r A❑) y Pretreatment Unit RNA Quality (N Monthl Avera r3 Sand/Gravel Filter ❑Peat Filter Fats. Oil &Grease (FOG) � 30 mg/L ❑Mechanical Aeration ❑Wetland Biochemical Oxygen Demand (BODs) < 220 mg/L ❑Disinfection 13 Other Total Suspended Solids (TSS) 250 m Manufacturer. Model: s Pretreated Effluent Quality c3 Monthly Average : :* Dispersal Cell(s) 0 In ground (gravity) 13 In-ground (pressurized) Biochemical Oxygen Demand (BODs) -s 30 mg/L ❑ At -grade ❑Mound Total Suspended Solids (TSS) < 30 mg/L El Drip-line ❑Other: Fecal Coliform (geometric mean) _<10 cfu/100m1 Leaching Chamber Manufacturer A/ z new rb t Maximum Effluent Particle Size 1/8 inch diameter Model Quick S/ Laying Length/Chamber ' *Wastewater Flow Verification and Calculations: Soil Application Rate _:�!.. gpd/fe Area Req. if (Other than bedroom based) Infiltrative Surfacc/Chamber -ESIA Ratin J 9, / fe Minimum Number of Chambers ❑ Aggregate Design Flow/Loading Rate= W min * * Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Aden Code and septic tank effluent. COMM84 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and approval letters. DESIGN CRITERIA ❑ "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trendies and Beds ". R.J. Otis - ASAE Publications 5 -77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems ". EPA 625 /1 -80-012 October 1980 ❑ SBD - 10570P (8.6/99) "At -Grade Component Manual Using Pressure Distribution" SBD - 10567-P (8.6/99) "In Ground Absorption Component Manual" ❑ SBD - 10705 -P (N.01/01) "In Ground Soil Absorption Component Manual" Version 2 ❑ SBD - 10628P (N.6J99) "Recirculating Sand Filter System Component Manual" ❑ SBD - 10656 -P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572 -P (R.&99) "Mound Component Manual" ❑ SBD - 10691 -P (N.01/01) "Mound Component Manual" Version 2.0 ❑ SBD - 10595 -P (8.6/99) "Single Pass Sand Filter Component Manual" ❑ SBD - 10657P (8.6199) "Drip-line Effluent Disposal Component Manual ❑ SBD - 10573-P (R 6/99) "Pressure Distribution Component Manual" ❑ SBD - 10706 -P (N.01/01) "Pressure Distribution Component Manual" Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequenc Inspect condition of tanks At least once every ❑ months .,3 year(s) (Maximum 3 .) Pump out contents of tank(s) When combined sludge and scum equals one -third (1/3) of tank volume Inspect dispersal cell(s) At least once every ❑ months 3 fA y ear(s) (Maximum 3 .) Clean effluent filter At least once ever Cr inonths ❑ year(s) Inspect pump, pump controls & alarm At least once every ❑ months ,3 s) ❑ NA Flush laterals and pressure test At least once every ❑ mondw ❑ ear(s) Ar NA Valves At least once every ❑ months ❑ year(s) ❑ NA Other. At least once every ❑ months ❑ ear(s ) ❑ NA Page , of_7- a .. e NJ b �o v, �V U i Q 3 ti� s a ".n y i � v - - - - O ti � � V T %43 VA v ` 3 b y e L _A& A�_ Am A911111116_A� AIM. Maintenance The interval for servicing septic tanks is set by. state and local code. Throughout the United States there is a wide difference of opinion on what this interval should be, but most regulatory agencies suggest two to five years. The Zabel" filter, which does not increase the frequency of servicing for the tank, should be cleaned when the septic tank is normally inspected and pumped. However, our filter is virtually self- cleaning. The continued action of the anaerobic organisms on the Zabel filter causes lodged particles-to disintegrate and fall to the bottom of the tank. If your fitter contains a SmartFltern' alarm, you will be notified by an alarm when the filter needs servicing. 5. " To service the filter: 'Servicing any Zabel filter should only be done by a certified septic tank pumper or Installer. Locate the outlet of the ST septic tank. Firmly pug the filter hdindte • t and slide the cartridgA:t?tt Remove the tank um the - of the and pump Note: A tee handle may. necessary to p to be used u the ir7 Is any SOlid below ground revel to Escaping too th Contact Zabel for info When the handles rem m4 While holding tho the access opetlirt Insert the fit cartridge with fri careful to rinse all - back in the. sure the fift Note: n is no n pe y I The completely aid" In Owe pret"matme be left on Ow MV.. (N may be disass Replace t i wawa The product(s) shown are covered by one or more of the following patents: U.S. 5.762,793, 5,580,453, 5.591,331, 5,759,393, 5,683.577, 5,582.716, 5,779,896, 5,593,584,5,795.472,5,736,035, 4,710,295, 5,382,357, 5,482,621 U.S. Des. 386,241, 349067, 4605501.5098568, Des. 309007. Australia: 134440; Canada: 2,135,937; Israel: 111574; New Zealand: 264824, Other Patents Pending Call for a free ZABEL ZONE An Onsite Wastewater Magazine 1- 800 - 221 - 5742 - Website httpYhvww.zabe1.coN PELKE PLUMBING Fax:715- 672 -5267 Oct 12 '05 14:02 P.02 • ST. CROIX COUNTY • AGREEMENT SEPTIC TANK MAINTENANCE AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address _ /5 property Address (Verification required from Planning & Zuuing Dcpanmcnt for new construction.) City /State: L-A Parcel Identification Number _ Qo2Co — 4 4 ` C � --j ° y LEGAL. DESCRIPTION Property Location_. _'/+ , Y. , Sec-2 T b _ N R-LLW, Town of 2 � o Subdivision Lot # Certified Survey Map # , Volume , page # Warranty Deed # , Volume , Page # Spec house no Lot lines identifiable y3 no SySTEM MAINTENANCE AND OWNER CERTIFICATIO I use and rnaintename of yow septic system could result in its premature failure to handle wastes. Proper mainteaanec 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. Owner maintenance respmasibi ities are specified in §Cotmm. 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 form, signed by the owner and by a master phrmber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition aud/or (2) after inspection and Pumping (if necessary), the septic tank is less than 113 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as act by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained mast be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of mytour knowledge. 1/we am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedro '// _/ �/� SIG TUBE OF APPLICANT(S) RATE * «'Any information that is misrepresented may 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 imp if reference is made in the warranty deed. (REV. 08105) I Nov 09 07 02:44p WATERS EDGE CONSTRUCTION 7152469670 p.8 U Z B 1 w P 5 3 XATHLEE24 N. WALSH REC•1ST.ER OF DEEDS ST. CRCCI X Co.. W2 'i DOCUMENT fd0, WARRANTY DEED RECEIVED FOR RECORD 06t Qf3r' :Z0A5 12 : 0Q!<P7! WARRANTY DEF-D EXEWT # This Deed, made between David A. Ball and Kimberly A. Ball, husband REC FEE: 13.018 and wife and Dennis F. Bait and Nancy A. Ball, husband and wife, TRR P A Y S F FEE- 31a5.40 Grantors, and Gerald J_ Smith, a married person, Grantee. CC FEE; WITNESSETH, That the said Grantors, for a valuable consideration PAGES: 2 convey to Grantee the following described real estate in St Croix County, State of Wisconsin.; RETURN TO. Parcel 1. The East Half of the East Half of the Southwest Quarter Lobarg Lawn Office (El/. 359 West Main Street 1E' /z Ellsworth, WI 54011 1SW' /.) of Section Twenty Eight (28), Township Thirty (30) North. PID #026- 1082 -40 -000 Range Eighteen (18) West, Town of Richmond. St. Croix County, 026- 1082 -70-100 Wisconsin, EXCEPT Lot One (1) of Certified Survey Map filed April 026 - 1082 -95 -000 24, 1990, In Vol. 8 of C.S.M., pg. 2199, as Doc. No. 457843, being 026- 1083 -40 -000 part of the Southwest Quarter of the Southeast Quarter (SWV./SE'h) and part of the Southeast Quarter of the Southwest Quarter (SE'../SWI /.), both in Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West. Parcel 2, The West Half of the Southeast Quarter (WI/2 /SE %) of Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West, Town of Richmond, St. Croix County. Wisconsin, EXCEPT the following described parcels; 1. Lot One (1) of Certified Survey Map filed April 24, 1990, in Vol. 8 of C.S.R1_, pg. 2199, as Doc. No. 457843, being part of the Southwest Quarter cf the Southeast Quarter (SW WSE' /.) and part of the Southeast Quarter of the Southwest Quarter (SE" /JSW' /.), both in Section Twenty Eight (28), Township Thirty (30) North, Range Eighteen (18) West; 2. Lot One (1) of Certified Survey Map filed August 13, 1981, in Vol. 4 of C.S.M., pg. 1093 as Dec. No. 372738, being part of the Southwest Quarter of the Southeast Quarter (SW I /dSEIA) of Section Twenty Eight (2B), Township Thirty (30) North, Range Eighteen (16) West; 3. Commencing at the Southwest comer of Lot One (1) of Certified Survey Map filed August 13, 1981, in Vol. 4 of C.S.K. pg. 1093. as Doc. No. 372738, for the point of beginning; thence N89'S9'l5" West 203 00 feet; thence NO'01'41" East 262.00 feet; thence S88 "59'15" East 224.00 feet; thence 30`01'41 "West 15.00 feet; thence N89`59'15" West 209.00 feet; thence SO °01'41' West 242.00 feet to the point of beginning; 4. Commencing at the Northeast comer of the Northwest Quarter of the Southeast Ctuarter (NWWSE %) of said Section 28; thence South 16 feet; thence Northwesterly to a point 10 feet West of the point of beginning, thence East to the point of beginning. This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging; And grantors warrants that the title is good. indefeasible in fee slmole and free and clear of encumbrances except easements, restrictions, covenants and conditions and w4l warrant and defend the same. Nov 09 07 02:45p WATERS EDGE CONSTRUCTION 7152469670 p.9 U 2814P 532 1 Datqd this 16th of May , 2045_ [/` ' _ f " SEAL) Da A. Bail Kimberi r A. B i _ _ O� / " (SEAL) Na + - Dennis F. Sell � {SEAL) N cy A. Ba AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE (MINNESOTA } authenti this ay of COUNTY OF y 5s. 2Q- Personally came before me this 16th clay of May, 2005 the above named David A. Ball ` Kimberly A. Bell and Dennis F. Ball and TITLE: MEMBER STATE BAR OF WISCONSIN Nancy A. Bail to me known to be the persons (If not, who executed the foregoing instrument an authorised by §706.06, Nis. Stats.) ackno ed a the same.. THIS INSTRUMENT WAS C}RAFTEd BY � LQBERG LAW OFFICE Notary Public County,MN My _Robert L._Lobera Commission is permanent. (Signatu rraybeautteritaated dg ed.BothwemtneoeaaaW (d not, state expiration date: 20 �,) jb ! rMr�nww SST 1042 j}gp�yy,$ W. !� Nctwy CawltetMas fAMaaju i't, teN Nov 09 07 02,45p WATERS EDGE CONSTRUCTION 71 52469670 p:10 ° b89S t1 '?td f�999 tt 'FPd Z00vS PM 'PfeB ems d# �g '1S 101 - iildg - is m 091 r_ y 4 M nnoa im%n . 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