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HomeMy WebLinkAbout018-1087-68-000~~,~~~ss-h. ; ~. ~00"Si" °~`"~ °~ commerce PRIVATE SEWAGE SYSTEM sorely and 9u11dirtps Ohdsion INSPECTION REPORT GIENER~L INFORMATION (ATTACH TO PERMIT) Peiaoital btforrrtetion you provice maybe usetl for secondary purposes lPrhracy Law. s.15.04 (1 xm)] Permit Holder's Name: Crty Vi age Town of: Hammond Townshi v.. Insp. BM E v.: BM Description: I~'~r ~•a~ CST Q TANK INFORMATION r ti~ ~ /a TYPE MANUFACTURER CAPACITY Septic l,,Je.c`"Sv~' Z 5a ~S•D Dosing Aeration Hol . TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Mtake ROAD Septic ~ ~ ~ ~ ~ ~ / - NA Dosing '" (~ }I W ~ `` NA Aeration ~ NA Holding PUMP /SIPHON INFORMATION . .Manufacturer S Demand Model Number ~ - 5D '~~~ GPM TOH lift I ~. `~Z Less lon`•f S~ H a~m~o •~ TDH ZZ,~Ft 2 , ~a,p Forcemain LengthN J`32 Dia. Z `~ pirt.ToWell >Itpr SOIL ABSORPTION SYSTEM Z_ ~ti~ COMMENTS: (Include code discrepancies, persons present, etc.) • o) q ~~ Inspection #1: US/a9/o1 Inspection #2: --~---/-• ~,~ Location: 1632 87th Avenue, Hammond, WI 54015 (SE 1/4 NW 1/4 20 T29N R17W) - 202917 Hammond Oaks -Lot 68 ~ ~~ ~Q C 1) Alt BM Description = ~ w s • ~'`~- ~`~""'~- (O ~~~ ~ ex 2.) Bldg sewer length = 3~,~~ g c, ~ 2 , eZ ~~11 -ta~~,m,',orrunt of c9(vicer = ~,Ou ''~ required U Y ~ No o •de f ~dditi(~;,al inf rmation. ~ 2`~ ° ~ ~~~n~~ c pate tnspectorsSigrwture Cert. No. AISTRIRIITIAN SYSTEM ~ 5 P_ ELEVATION DATA outtty: St. Croix Samitary Permit No.: 384164 toP n10NO.: arce Tax No.: STATION BS HI FS ELEV. Benchmark . g d o (. (30 l Alt. BM ~ •~ `~ •3s BIdg.Sewer /~ n•`C~i 91.3'f ~ St / Ht Inlet ~ ~ , I qp . 31 ~ St/Ht Outlet ~--~~ Ot Inlet Dt Bottom (S.(o g(e. I5 r Header/Man. 3.30' 9g,~r Dist. Pipe ' 3 3 • 30 ~$• S'o~ Bot. System •9t . a , ° ~~ . ~ ~ Final Grade i,;, (~ ~ j2`f ` . ~ a a,o~ gEQ Width / Length f f trer+cltes PIT No.O Pits It-side O' L•puid I (3D .,.,~~,Q6.. SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM IEACfI anu adurer: INFORMATION ype - n, o / 'c ~ r CH ER UNIT Num er• System: IV` J ~ I Hea er/ Mani o U th 3.O pia ~ Len Oirtributio~ Pi (s; ~ rr 3' O Len i th C~ Oi ~ S x Hole Siz~ r g x Hole Spacing // a ~ Vent To Air Intake ~ ~ . g g ng pac a. SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded I Sodded xx Mulched Bed /Trench Cuter Bed /Trench Edges Topsoil ^ Yes ^ No ^ Yes ^ No rv .. -- ~~ ~ Safety & Buildings Division Sanitary Permit Application 201 W. Washington Ave. PO Box 7302 `~SL*~hs~n In accord with Comm 83.21, Wis. Adm. Code Madison, WI 53707-7302 ~epartment'~t commerce Personal information you provide maybe used for secondary purposes (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned. Attach com lete Tans to the count co onl for the s stem, on a er not less than 8-1/2 x 11 inches in size. County /~ O l.~ State Sanitar Perm t Number ^ Check if revisio lication l b `~ ~ t ~ ~ tale Plan I. D. Number ~-pgn~s i.~~ : ~ 1836 0 I. A lication Information -Please Print all Information "` ,"' ~ - ocation: Property Owner Name {~ y (~ ~ '`~~ ~ l~ f ~~~l=l~f 4l ! ` ~ ~'i e Property LoAc'a/tion /J \ ~ ~ , . •. f `~' ~ ~ / L~'~ ~ - ,N, R' `E or T 1/4 /V ~H4, S Property Owner's Mailing Address ~ ~ ,,, ,, / ._,_~ 4 /~ 'i '~ t Number ~ Block Number City, State ~Q(c~.rtd ti~ ~/f Zip Code ~~/ 7 I ~e:y]Vumber r ~ ~~N~ (" ~-~~~F~ ., -a; bdivision Name or CSM Number {~q-~t~a.~m eq-~s l g ~~400 II Type of Building: (check one) ~ i f°°- .,._,.-.- ; ',~ lli 1 2 F il D N f B d ~ ~ j I ~ ^ City w we ng - or am y o. o e rooms: ^ Public/Commercial (describe use): i~of ~To ,~I ~~ ~~ ^ State-owned ~ 4 /~' III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road Q 7 ¢ ~ ~ i~ C O A) 1. ,~ New System 2. ^ Replacement 3. ^ Replacement of 4. ^ Addition to Parcel Tax Numb er(s) // /0 ~ - S stem Tank Onl Existin S stem tpO ~ - B) Permit Number /' / ~ ~~O S? " ~ Date Issued V [ ! r 00 ~ ^ A Sanitary Permit was reviously issued IV. Type of POW1; System: (Check all that apply) _I ~ ~ ~ ~ ~ ~° ^ Non-pressurized In-ground .~3-Mound ^ Sand Filter ^ Constructed Wetland ^ Pressurized In-ground ^ Holding Tank ^ Single Pass ^ Drip Line ^ At-grade t p ^ Aerobic Treatment~unit ^ Recirculating ^ Other: V Dis ers Treatment Area Information: 1. Design Flow (gpd) 2. DispersalArea _ 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals./day/sq. ft.) (Min./inch) Elevation VI Tank Capacity in Tota] # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks VII Responsibility Statement I, the undersi ned, assume res onsibilit for installation of the POWTS shown on the attached tans. Pl tuber's Name (print) o ~-n- ~~~so~ Plumb 's Signature a tamps): ,,~ MP/M~B'1Vo. 2z ~ ~t 7 Business Phone Number ,z ~ - ~~ Plumber's Address (Street, City, State, Zip Code ~ LL S tab 2-~ -~ ~ ~ S ~~ ( ~ VIII County/Depart-nent Use Only ^ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ^ Owner Given Initial Adverse Surcl}~~ge Fec) 2S °D ~ ~ M lZ Determination • 3 e t. , , 2~1 IX. Conditions of App oval easons for Disapproval: n ~` ~ ~~ -~ ~s a~~ ~ S ~ ~ S~s ~an~. S i mod! for °` r oar r~s i n ~tiGt<=~vs2 ` w,. ~' ~ u,,..K la.~•t,~,A.lu,~~aQ-{a l~-+~~~~..`ooJL a~~-~We. ~-QR s ..a~t,~ w.o~ce. -t~¢. S'~,teu. N~•~ ~t~ ~r~,~. x~e~ acc.adQ~«~ ~ Cam-- CC~~ ,cA. ~ 3) U 1 S t'~ S ~-~e.. w~acln.~M` G ~ ~fe/ a.S vw rece+~wte,~.~ exs . a4 ~l~ S~a~G °° 7 ~ S~S~ / ~~' ~ °~ ~- 3 t pS i e~T ..A r _O ~1 8.3 ~~ II ~~ li~'o Ii II c~"I 22' $.! 8M T1T f1T TT a ~. Scale 1 "= y p Page 3 of 7 '/ Lo cprnp~, S1zCTc-N ~' k \ S~ T1-! AU E ' s r-~ ~ ~ ~I 7 ~eoNTOv~z~ Lsz_ q6.8 a65 ~' . 9'7.~ 2 j .'O) ZZ• __ \$.~ . ~ DO 1.)pT COw1PAeT 02 . 1 ~ t slv 2L3 111-1 S 14~2~A ( I I I 8-'Z ~ i y Qo I 2"f X ~ w~~ ~ I hj~ LOCpt370N I tl' PVC !~`' ~S'~. , G ~-~ 14 S' of o ' ~ ` -y ZN PvC F ~QiV ab s , . t~~ ` _~ - ~jZ ~ y°1ut ~ C. uL, ~F- S'~tC ZC3.Z.S' NOTES .~--- . _ - _ ~ ~ _ ..._. 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved .ca s. 3. Septic tank to be 1ZSu 7Sogallon ~acitp manufacturedrbpuired). W l l~ E~2 Cpl C~l"L~ P2o~uc75 h1 / Z i~ ~Z R /8 0 0~ ~Flv ~v'T }=1 ~T.E2 . 4 . $ench mark - REV,- ~ pQ ~~ o~ . lz~ t~ c~-= GR ~~.] ST-l~-z L ~. Divert surface water arm„n~i ~~,..~.._ ._ _ _ . I ~~0~~,~ Department of Commerce ~ ., ~,,~~. ~ ~~ ~ ~~ r 'l,a GOV, nFF~G March 06, 2001 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2003 ~~ r-f 1, , ~, Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. co m m e rce state. wi. u s/S B ,y Scott McCallum, Governor Brenda J. Blanchard, Secretary ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: SITE ID: 626643, Corey Brady St. Croix County, Town of Hammond SE1/4, NW1/4, S20, T29N, R17W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 781741 Identificati Transaction ID iv o. 836 Site ID No. 626643 Please refer to both identification numbers, above, in all comes ondence with the a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: ;~ • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private`Onsite~VJastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Pri~atzr~Orisite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties;as, described in section VIII of the mound component manual are complied with. A copy of this inform~tiot} must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior.to commencement of ~,, construction/instal lation/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"1`01.12(2),'nothing in this review shall relieve the designer of the responsibility' for designing a safe budding; structure, or component. ~ ~ ARTHUR L WEGERER Page 2 3/6/01 s • • 1. ~ 4..... Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, _ ::~. __ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. to Fri. 7:15 AM to 4:00 PM j swim@commerce. state:wi. us DATE RECEIVED 02/20/2001 FEE REQUIRED $ 175.00 ~•EE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART coder 7633 C?;t, =L.:-ill) :.NFL ~ l : ~ i A~ : A;i . ='/1Ca ~ C ~''. 4t~ ~-~~t`i7cpattrn2rdofCc+mmerr~~~ • . ~ -_.\+~IL A Q Sl•TE ~Vl•~I.UATiQhi Page., 1 of 3 Ir~s~on df Satety anti 9uildinys .~ i4f< r ~_ c .. t' ~uaoCOrd With'Cornrn 83.05, Wis. Adln. Code • , ~.' Gustvm Septic Sarvect Attach uxr~le{e site ptart fln pater r-et tens than $Y: x 11 ~tttit~ in size. Plan rnu~t Cqun~~~~ Inc1ixM, brtt nd I'imitotl to: V~Ck`I atxt txxiznnt2l retrrr~x+ca point (BM), direction ~irf perrxr+t slate. Scale tx dirne-r~ior+s, t+prih enYaw. zrtd ~ ~,d distance tv rt0~est road. ......... .... --•---- • St. Croix ~.~ u" rv Parse{ I.t).# f~PPLtrATI'C' 1Nt=OFt;tvfA.T10M ~ Rie~~a~~~KF1#'~efvrmrel3cttt. ~fll Reviewed ay _.~........ ...-Date P~rspnQ! ihfiormatlen ya„ provide may bsv uSd rot se~g~'s purpos6A (Private Law, s. 15,c4t (1) (mj). / J ,.....- --...m,~.., ..-.__._....._ ... _..---.L..-._......__...w pr~rty Owner ~ ~ Property Location I-tumbird 1 aztd ~ar~uratian___.__ . ~ ~ ~ Govt t.al n1a SF t;4 NViI I/a 5 2i- T 29 N,R 17 W Property Owner's Mailirxg Address LQt # I Bloele B ~: ubd. Name or CSM# 4' 33'l ~viillt~e;5ota Street,..Ea3t 1~k~4 ~ ,9' t11a Hammond Oaks. t#D Addition City State Zip Cade Ftt~neffutnt~er ~ City ~~] Village ' ; 7ovm Neatest !toad 5aittt Paul 1viN SS 1 t~ I b51,2~2=5555 Hat»ntand i !60Th street a Nr~rv ~QnSttUCUt41 fir) Use: ~_., F2esidentat! Number of bedrpoins 3 [.~A•~Addittott to exis{iny twilling Replacemt?nt ~~ ~ ~~ Public or atamtnerc~ni tlesaibe (:oc1t? Dertved daily Saw ~#SU _ 9Rd ft°comrt~±nded design (wading rate _.5.a,___..t~, gP~~ -~ . tren~t, gpolft= Abset'r?Gun area rewired _,..,,~ 900 ,~_ tad, t}; --75p _ trench, tt' (irtaxintum design It)adjng rete .S t,ed, gt~aitt= .b i»ertch, gpdfH~ ltec~mmentied inftltraSon st:riac~; elevaBon(sj _-.----._._..__ __ at~}n~ ~?6.ss' co+ttcsur _ _ --~_~.-_ tt (as referrOd to Site plan t~tdtmark) ~tlditiunal design 1 site alnsiderations 13M z - 96.9' -_ - ..__ _ Parent matena! _~round moraian~ i~ _._ -_ _..__.__.__ .___.___ _... -_- ___ _-._._........ Flcud plain el~eva6on, if applicable n/a ~~ S =Bullet.+te for SyStenl ~ ~ Conventier+al ~ Mound . i In•Ground Pressure ~ AT-Tirade II~ Sy~iem in FAI I Holding Tank ll-Unsuitable for systetn I C:? 5 ~~ u[ CT:i S I-'1 U I i-'1 S l>.) U I ~ S T<I U 1 t-! s t•~i u I (•~l 3 ~; U ~..e.,.,,.~4 ----- - -- ~tJIL I]R~CRIPTI(~N R~PCf("21' ~ --- - Bainq~ Ground elev 86.P' N Depfh b limning fader 25' ~ . Ground e18Y 86.5' ft Oeptlt to limiting factor 2T Ht~iaal Depth i Dominant Color I h1olUes~~~ ~ Texture M li Stnlcture , i Consislence ~~-`'°~ Gpp/ft= ~ Boundary Rocais n. tlnse ~ qu. 52, Cont. Cater ~ . Sz ~. l ~ I ~ Tm~ I 0-~ t0yr3/3 j neue ; sit 2utsbk 1 mvfr ' as 2f,lm 0.5 0.6 2 3-14 - I Oyr3lZ t none f sit ~ 2msbk mvfr ~ ~ -- I cw 11 f, l m I O.S 0.6 3 14-19 . I 7.5yr4/4 Home ~ I . sit i Zmsbk mvfr ... ... _. ~ cw I - ....__ 0.5 U.6 4 la 25 7.Syr4/6 1 none .. _ Br sl ; r---------• 2msbk mfr ,. _ __ ~ I cw t - 0.5 0.6 5 ~ 25-35 ci-Sa to~r~/2 7 5 S/6 ~ Yt' t -__.__.t bk I ......._. _. 6 ~ i f.. ;_..__.,_ _ _ . 7.SjTJ Ig i pr- so ~rns m - 0.4 0.5 . . l ~ _ .. ~ t - --- _...._.__ ....... . _.11t ~• - ..__.. .,r~- -- I i ~ _l ~ r +~rr++ar na. . _ 1__ ____ 0-9 ...._....._ lt)yr3/2 ~ _.________ none G___._._ _ sit I __` 2msbk L mvfr as ~f,lm 0.5 0.6 z 9-t5 Ia 4/4 yr - _ none `----- _ sll I ____. -..___2msbk t__ ~mvfir -- --ew. .. If _0.9 0.6 _ ;-- 3 IS-19 . 7.5yr~14 none gr. sit 2msbk ~ mvfr cw - 0.5 4.6 4 19--:7 Syr4/4 ~ none Sr.sl 2msbk ntfr ` cw _ - r - 0 5 0' b S 127-35 7.5yr516 _._.w~_ •_ _~, 7syrst8 ~ gr. st I__.__._....._ 2msbk ., mfi - ...... _. . - .._._. _ . .. 0.5 0.6 w ..;.._ I . . -.-•~r-...i......~ I , , nC++~drns. _~ CST NamB (Please Print) - Signature: ~-~~~ telephone No. Tom Gustum ' ~'~- ..___-- __.. ,..:.,. _..'~rf'_'t~e... 71$-656-1344 ~',~dress Gustum Septic $CrViCB Dale CST Wurnber Ref # N1345U 937th 5t_, IVew Aubun+, V4i1 3757 311/00 227518 1189 t s ~ . ~ ~ ~scons~n Department of Commerce Safety and Buildings 4003 N KtNNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/SB Scott McCallum, Governor Brenda J. Blanchard, Secretary March 06, 2001 CUST ID No.691727 ARTHUR L WEGERER 421 N MAIN ST PO BOX 74 RIVER FALLS WI 54022 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/06/2003 A7TN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: SITE ID: 626643, Corey Brady St. Croix County, Town of Hammond SE1/4, NWI/4, S20, T29N, RI7W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 781741 Identification Numbers Transaction ID No. 618360 Site ID No. 626643 Please refer to both identification numbers, above, in all cones ;ondence with the`a enc . The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: ,, . • .This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private`Onsite~Wastewater Systems" SBD-10572-P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this infonmatioq-must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior,to commencement of construction/installation/operation. 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 persfzte stats i01.12(2),'nothing in this review shall relieve the designer of the responsibility for designing a safe building; structut~, or component. ;~. ARTHUR L WEGERER Page 2 3/6/01 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, -~__~; ~ Gerard M. Swim POWTS Plan Reviewer -Integrated Services (608)-789-7892, Mon. to Fri. 7:15 AM to 4:00 PM j swim@commerce.state:wi.us DATE RECEIVED 02/20/2001 FEE REQUIRED $ 175.00 ~'EE RECEIVED $ 175.00 BALANCE DUE $ 0.00 WiSMART code:~693 TITLE SHEET BOUND SYSTEM FOR " A y BEDROOM RESIDENCE Page- 1 of ~ This plan has been prepared in accordance ~~ith the Mound Component Manual SBD-10572-P and the Pressure Distribution P•Ianual SBD-10573-P ccz. b~gq~ C2. ~~~4~ LOCATED Ii~1 THE S E 1 /4 OF THE ~w 1 /4 OF SECTION Z~ , T ~ ~ N, R » 6d, TOWid OF 1~11r`~1k'10h~1h ST• C1?.()Lx COUNTY, WISCONSIN. INDEX •' PAGE 1 of 7 PAGE 2 Of 7 PAGE 3 of 7 ,~ PAGE 4 of 7 PAGE 5 of 7 PAGE 6 of 7 PAGE 7 of 7 TITLE SHEET SYSTEM riANAGEMENT PLAid PLOT PLAN PLAN VIEW-CROSS SECTION DISTRIBUTION PIPE LAYOUT PUI.4PING CHAP~IBER CROSS SECTION PUMP PEIZFORI•iANCE CURVE PREPARED FOR =COR:~y :E7ti.7DT~1=F-~31'tP~LI ~~`ji.~~E~ -- -+~ ~ _FZ t c~~ w~ oh/T~ ~ w_f _ .- S~10 ~z_ ~ r ~ 2 0 200 ~ AFE~,• & gL oGS D~~ PREPARED BY WEGERER SO = L . TEST S N G AND . . . DES = GN S~Ri~l = CE P.O. Box 74 421 Pd.ilain St. ~~®,yp~q~®w~~ River Falls, GTI 54022 c~,~~~~~~~,4 s~~ Phone 715 - 4 2 5 - 016 5 ~ ~.~..,~e.,,,.....,..~,~~,~ Fax 715-425-6864 ~ ~,~- ,~ ,~ any ,er ~' i" L v=, ..a i T ~ .,~ Cpriditionatly = v,.: 7~~ RpV ED ~ ~~~~, °'~'s i r; ~, `~ ~` ~~ A~ ~ ENT Of COMMERCE ~~„~~~~~ g~~s DEPART gDIIDINGS ~ D-VIS-ON SAF TY A t ~~ 1 L, 0 ORRE NDENCE SEE G JOB N0. ~~-Z.S Mound System Management Plan Page Z of 1 Pursuant to Comm 83.54, Wis. Adm. Code - Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. T erating condition of.the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th utlet felt shall be cleaned as necessa to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain so i sin the tank that may sloug frft~TAhen removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pumo Tank - The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution S tem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure testis performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [S8D-10572-P (R. 6/99)j and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases maybe present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for watertightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired _ or replaced in its' present location by Increasing basal area if toe leakage occurs or by removing biologically dogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation br maintenance of this system should be directed tos The County Zoning -Office at ~~IS-386- 4680 ST- CCt.U1x The system .installer at ~lS - ~'-? 3-~l~[~t/ N~SD-J • s _ • ' -The tank manufacturer at _ S~ pp - 3ZS- ~y,S~o W t E S ~ The effluent filter manufacturer at ~'~'~ - ZZ~ c-'"`' -' ^ °° ~_ ' The pump manufacturer at ------ - ---------- ~tq__ Zg_Q__t1~~ p.iLi~S_____-- ------ DT nm DT TAT Scale 1 "= y p'~ r 0 M a~ B•' ~~~o ~~ 27 8. ) 8M •Page 3 of 7 ~.,/ t_o cp~pn, SAN ~, - '~ k ^ \ 8~'r1-~ Au ~ sr~ ,.'' l . ~ ~I -.~~ ~ r~~ eoNTOv~~ Lam. Q6-$ ~ zz• ~S-~ I I I ~ ~ ~o DoT ~o-HPAeT az I I - I D l s-rv 213 1Zt~ s !4-tZ~A ~~ ~ + li ~ ' I i I i B.,Z I ~ I 1~ I~ I {' I r~S'~,., G'4R f~VS'oF Z" Pvc F.wi. eb 5 ~( w~.~ LoCp~ON ~~ b2i1, ZL3.Z.S' °p~ T~ ~°iVt` ~.uL_ p~_ SAC .-__ . _ _ _ NOTES : ~ - ~~ 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved .caps. ( Z required). 3. Septic tank to be 1ZSD 7Sngallon ~acity manufactured by w i ~ ~ Cpu C~k1~ P2o~u~1'S w / Z+~ ~. R 18 0.0~ ~c.v ~T ~=I~T'.>~2 . 4 . $ench mark ~ ~Z~'17,_ t p4.0' o+..y ' 1Z~ t~ car G2~~ STR--cL S. Divert surface water around system to prevent ponding at the uphill side. ~- Pane ~! Or 1 Approved Synthetic Covering ASTil1 C33 Medium. Sand Topsoil L -3 ~ E ' ~ % Slope Distribution Cell of _' _ 2" to 2 Z" Aggregate Distribution Fipe G F Elev. q-1 •,~ Z 0 e Force Main From Pump CROSS SECTION OF A i!iOUVD SYSTEM Linear Loading Rate= b • 0 GPD/LN FT Design Loading Rate= 6•~.GpD/SQ FT -e~-, --Fe ~c-n-•nr,~~ c . -, .. L ~ A ~ Ft. B X00 Ft. I q Ft. J 7 Ft. • K g Ft . L 118 Ft. • W Z 2 Ft. D b Q ~ Ft. E b _98 Ft. 'Fo•aFt. G p.5 Ft. H 1. O Ft , • ~} ~ -Observation Pipe _ 8 ___ ~ K- r-- ------ ----- ----~ ~QC~~s o-~-~--------------------- --------------- ------- eox W •-r-- i-~------ - ------ ---------------------~ Force I L -- - - ~--------- ~-1-~ Distribution ~- Cell of ~ , ~~ o4Po z" to 2~ ~ . Pipe aggregate Observation• Pipe • (]~scltbr securely) PLAN DIEi~T OF A MOUND SYSTEI4 Plowed • Layer s p~- ~TE ~'~ Distribution Pipe Layout Page S of T7 Place the holes at the bottom of the distribution pipes " at equal spacing. Remove all burrs from tae pipe and holes. Extend the end of each lateral up with the use of Iong turn or 4~ ° fitting to a point within six "" inches of the final grade. Terminate the ends of the laterals with a valvs,~threaded cap or threaded plug. Provide access from final grade for the valve; threaded cap or threaded pIuQ. " 'L;~C`SS 801_ T -t P-1 Cf~ L ~,~Z.QS S SnZ.`C1 Q 1~j T~V C F\1C PV C Lateral, r-Manifold ,-- Laterl z x x xrl xrz x x x x =Lateral Length - Lateral Length - P PLt~t~ VIEW --- P ~ &c~s soX a.. ~ ~ _ ~ h ~`t1 ~ Fs:~a o- __ - - -~i P 4'~ Ft. - Hole Diameter ~lsb Inch-- ._._.. S 3 Ft. ~ ~ Lateral ~ )~~.InchEes) X ~ Inches Manifold _ Z.- Inches - ~- ~ Force Main " _~ Inches - •;~, ` # of holes/pipe Z S - . . Invert Elevation of.Latera1s98-Z2Ft. _ `~6'J~ 0. ~lI . 1 p .? S ~c ~ . r_l t _ O G p~ ~: . . .. _. ~ Combination Sept,~.c~•Tank and ' • ~~ , , PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE ~ pF' 7 . - ' ~ •VEUT CAP ~- WEATHER PROOF JUIJCTIOU 80X . 'f~C.I. VE1JT PIPC ti APPROVED LOCKIIJG '-lO ~ FROM OOOR, M~IIJHOLE COYER.tv1'TM +/iA100W OR FRCSH ~ wARtJtuG ~-A6EL, u>~8p~G10W ~'tPSr A~IIJTIIKE S coraCutr ;• .. ~ ~ I • 6^.nw. •.. •~ I ' FlNis~ ~ I - HrHI)~1. ,1I/ G I~Cp E ~.`iiFL~.~ ~ l-- '~ 18'Mlll. ~~ 18'I't1A1. ~ --------- ~~~ 11L1LET ~ ;;, PROVIDE I ___ "'_ •~;~ AIRT16HT SEAL I I I .. e+~s~~~,s I ~ I III Approved Z>'~~ u~~ ..A ~ ;~I Approved • PVCnt w/ r-~oo~z ~} lgon I III joint w/ pipe AL~,RM PVC pipe 6 ~ .~ ~I I I ou • c •I I LLEY.$Z-9 Z FT ~ __J Pt1MP -~ oFF p • • coucRETE ~ ' 1 ~ DLOGK - ~~ ~Z.Op ti. - RISER EXIT PERMITTED OIJLy IF TAI.IK MAUUFACTURER HAS SUGN APPROVAL 3~AFPRsnED • ~BFDO I N4 SEPTIC F ~ SPEGIFICATIOtJS DOSE ' T!~-~~ MA-IUF/~CTURCR: w1ES~Z eOrJC[Z,~, i~tuMBEA OF DOSES: y-9 PER DAB TAIJK SIZL:_IZSO DSO GALLOIJS DOS<< VOLUME r - ' ALAR1+1 l"IAUIJFACTURCR: 5--~ .C~..~C~j S'-ISTE~'?S IAICLUD1uG 6ACKPLDW: - I Ll S • I GAILOhI' MODEL LIUMSER: lQ Z ~~w CAPACITIES: A- Z 5 ~1b3.~ IAlCHES OR GALLOys SWITCH TyPC: _ ~I~Z-L°U[~.~-( 3~. Z PUMP MAAIUFACTURfR: ~~~'TZ,j` 8- 2 IAfCHES'pR G(1LLOU5 C =-L.lu[tiES OR ~ ~ S' I CALLOUS MOpEL NUMBER: ~ ~. SO O=-=L_IAICHES OR 1~?7. 3 GALLOIJS SWITCH TYPE: ~L12CU.12..Y uOTE: PUMP AU ~T~~-~ S~"(o 0 L A ARM A RE TO 6E MIAIIMUM DISCHARGE •RATE ~ I-~ GPM INSTALLED ON SEPARATC CIRCUITS VERTICAL DIFFEREIJCE DETWCEU PUMP OFF Au0..0157R-BUTIOIJ PIPE.. 15.3 FEET f KIIJIMUM 'NETWORK SUPPLY PR S 6. • E SURE, SO• S..Ox • FCET ~ 1. 3 .}. - yS 3. Fr. ~ FEET OF FORCE MAIN X y6 ~o F~FRICTIOU FACtrOR_. ~• bZ FEET TOTAL DyfJAMIL HEAD = ~6'~~'EET As per >;lanufacturer 1 b. -Z gal/in. Liquid depth , 4~• ~I . ` r • r-~ i ~F I- 12 O I t- Z~,.E.93 26- e zo 3 i0 - 4 ~~. w~'~"- 0 0 I 20 30 40 50 60 70 80 90 100 I10 120 130 ~'~~ CAPACITY GALLONS PER MINUTE 90 28 80 l y~.~ 24 ~ 70 S~ ~ M F W w 60 ~Op 20 ~ Z Z w 50 M ~~$ - 16 S Q MF J Q 40 • O I - 1/3 through 1-1/2 HP Effluent Pumps Performance Curve CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 400 450 100 ~ ME Series. , , _ . _ ~° J /A i • ' _ ~ ' • 1101 Myers Parkway, Ashland, Ohio44805-1923 _ 419/289-1144 -FAX 419!289-6658 Telex 98-7443 '~ K3327 8/92 Printed in U.S.A.' wisconsii~^,;partmentofCommerce SOIL AND SITE EVALUATION Page 1 of 3 Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code • Gushun Septic Service Attach complete site plan on paper not less than 8%2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and Ioc~tioA.~nd distance to nearest road. ' parcel I D # ,~ + APPLICANT INFORMATION ~ d/l inf i~i . . - p/e~et>i of7r on. - ~ D Personal information you provide may be used f s~Corkiary pines (Privacy Lawl~s. 15.04 (1) (m)). 1 L viewed B ate Property Owner /' 4- ~ ~,`, ropertyLocation Humbird Land Co oration ~vt Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W Property Owner's Mailing Address r - ~ ~ ~ 1 t # Block # Subd. Name or CSM# 7,gT > 332 Minnesota Street, East 14Q4 ~ 9 ~ n/a _ Hammond Oaks ~ Addition City State ,Zip Code Pho[~jlymper '` City ^ Village Town Nearest Road Saint Paul MN '$510:1 ;.~51ri~2~;3~5,$; ~, Hammond ~ 160Th Street ~ R'dsi t~ential~i~rtlbei~ b ~} Dons 3 ^Addition to existing building ^ New Constructlon Use: Replacement ^ Public ~ escribe Code Derived daily flow 450 gpd Recommended design loading rate •5 bed, gpd/ft2 .6 trench, gpolftz Absorption area required 900 ,bed, ft2 750 trench, ftz Maximum design loading rate .5 bed, gpd/ftz .6 trench, gpd/ftz Recommended infiltration surface elevation(s) along 96.85' contour ft (as referred to site plan benchmark) Additional design /site considerations BM 2 = 96.9' Parent material ground moraines Flood lain elevation if a icable n/a ft S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade U=Unsuitable for system ^ S ^ U ®S ^ U ^ S ®U ^ S ® U SOIL DESGRIPTIUN Ktl'UK I Boring# 1 Ground elev 96.9' ft Depth to limiting factor 25" 2 Ground elev 96.5' ft Depth to limiting factor 27" System in Fill Holding Tank ^S ®U ^S®U T H i Depth Dominant Color Mottles T Structure Consisten Bounda Roots or zon in. Munsell Qu. Sz. Cont. Color exture Gr. Sz. Sh. ry Bed ;Trench 1 0-8 10yr3/3 none sil 2msbk mvfr as 2f,lm 0.5 0.6 2 8-14 10yr3/2 none sil 2msbk mvfr cw lf,lm 0.5 0.6 3 14-19 7.Syr4/4 none sil 2msbk mvfr cw - 0.5 0.6 4 19-25 7.Syr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6 5 25-35 7.5 5/6 Yt' c2-3d 10yr7/2 7.Syr5/8 gr. scl 2msbk mfi - - 0.4 0.5 Remarks: 1 0-9 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 ~ 0.6 2 9-15 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6 3 15-19 7.Syr4/4 none gr. sil 2msbk mvfr cw - 0.5 0.6 4 19-27 Syr4/4 none gr. sl 2msbk mfr cw - 0.5 0.6 5 27-35 7.Syr5/6 °2 ~S ly $ g7/2 gr. sl 2msbk mfi - - 0.5 0.6 Remarks: SST Name (Please Print) Signature: Telephone No. Tom Gustum ~~ 715-658-1344 4ddress Gustum Septic Service ~-` Date CST Number Ref # N13450 937th St., New Auburn, WI 54757 3/1/00 227618 1189 GPDIft2 ~, .~ ., ., PROPERTY OWNER: liumbird [.and Corporation SOIL DESCRIPTION REPORT PARCEL LD.# 4 »a9 page 2 `"Of 3 . Horizon ~~ Dominant Color ~~~ Texture Structure sistence Bounda Roots - ~ in. Munsell Qu. Sz. Cont Cobr Gr. Sz. Sh. ry Bed ~ Trench 3 1 0-11 10yr3/2 _~ none sil 2msbk mvfr as 2f,1 m 0.5 ~ 0.6 2 11-14 -- 7.Syr3/2 - _ _ none - - -- sil _ 2msbk mvfr _ cw if 0.5 0.6 ground -lev 3 14-21 7.Syr4/4 ------- none sil 2msbk mvfr cw - 0.5 ~ 0.6 96.9'ft 4 21-26 7.Syr4/6 none gr. sl 2msbk mfr cw - 0.5 ~ 0.6 )epth to imiting 5 26-35 7.Syr5/6 c2-3d 10yf1/2 ~.syrs/g gr. sl 2msbk mfi - - 0.5 ~ 0.6 actor 26' - - Ground elev ...,r....... limiting factor Remarks: i _ - Ground elev Depth to limiting factor Ground elev _~~-. limiting factor ~f •S Y .C / ~a m yrl o h v~ KS ' ' ° h J S~ Twv! d~ ~aw-Moa~ ~,~~,e~ Cs-f ,2 27~ I Fj r ~L lG/t~, /D' ,C'tvYt S~'~ K L EC, 9~, ~ ~~~~s t, D~ ~: yo Pcs e d ~~d ~~~ ~~~3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSI-iIP CER'T'IFICATION FORM Owner/Buyer (~' a~ y -+- r~~ti i ,~ ~ ~ ~b ..~ Mailing Address ~~ ~{ So.~-t~. C ~ ~ ~, ?~e,~~',`l,w.~,,~-iJ +'^~'~' Sao z`1 Properly Address 71. (Verification reyuired from Planning Department for new construction City/State `~i~Mrnca~.7 W - Parcel Identification Number O ~ 10 ~'f ~ ~o D L ~ GAL DESCItIP'I'ION Property Location SLR'/a, _I~Lu? .'i~, Sec. ~ , 'T~~,N-R_~W, Town of ~i4iy~tnnonix~ Subdivision }}AvrnnQN~ ©nk2.~ IS~~~~:-~;otJ' ,Lot # ~g . CertiCed Survey Map # Volume ,Page # Warranty Deed # (z~ ~~~_ ~, Volume ~~$ ,Page # 6 " Spec House O yes CY7'tto Lot lines identifiable CYyes ^ no SYSTEM MAINTENANCE Lnproper use and maintenanceof your septic syste-n could result in its premature failure to handle wastes. Proper maintenance consists of punrpiug out the septic tarrk every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the fiurction of the septic tank as a treatnrcyrt stage in the waste disposal system. 'fhe property owner agrees to submit to St. Croix Toning Department a certification form, signed by the owner and by a master phnober, joiuneyman plumber, restricted phmrber or a licensed pumper verifying that (1) the on-site wastewaterdisposalsystern is in proper operating condition ancVor (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. 1/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the tlu-ee year expiration date. _ e3~aa ~ I SIGNA' E OF P LICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are tnie to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virhre of a warranty deed recorded in Register of Deeds Office. _ aala.~ da S1GNA'I'U APPLI T!~ ~ DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Lrcttrde with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed von i~i~ : ~Q4 STATL' BAR OF WISCOT~SIN FORM 2 - 1998 WARRANTY DEED Document Number This Deed, made between Humbird Land Corf~oration, a '~' Minnesota Corporation Grantor, and CORY BRADY AND GAYLEE BRADY,HUSBAND AND WIFE ------------- -- Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: ~- LOT 68 OND OAKS SUBDIVISION, FIRST ADDITION, . CROIX COUNTY, WISCONSIN. 7-~$S KATHLEEN H. WALSH REGISTER OF DEEDS 8T. CROZx co., WI RECEIVED FOR RECORD 1~-18-2000 9:00 A!4 YARRANTY DEED EXENRT N CERT CORY FEf: COPY FEE: TRANSFER FEE: 83.70 RECORDINti FEE: 10.04 PAGES: 1 /oo, Name and Retum Address ~~ ~~~ ~, off/ ~~``nn''~ ~.~~~i'/~ ._Jl/u ~-~/It~C11/rl6fi~i ~ J~'~~~ ~/~'-/D~/~ ~o Parce Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Subject to easements,restrictiorts,covenants and rights of way of record, if any. The warranties of this decd, either expressed or ilnplied are limited by the grantor to the grantee, or anyone in the chain of title, to the consideration cxpressed herin, that being the sutn of $ 27,900.00. Dated this ~iTf~'1 day of l~~/J15~ Q~ Humbird Land Corporation * by_.__._~~%1!!~~_~ President AUTHENTICATION Signature(s) authenticated this day of TITLE: MEMBER STATE BAR OP WISCONSIN !i F n.,t . Austin J. Bailbn ACKNOWLEDGMENT S'fA'I'E OF WISCONSIN } } SS. Ramsey ___-_____ County. ) Personally came before me this /a. ~ day of _ • ~C~ vV~ ~~ r - > X04 ~ the above named Austin J. Baillon to me known to he the p~ ~ ,~,• i-1 tcEI> 1G : U$ FAT i 15 ~F~(i ~ti~4ki ST CRT C~) ZI?NIti~a i ` f~-)U2 ZS ~ /J~~~g,,~ 1 ` SEE DETAIL A N( `~ 288.34' 189, 4$' ~~ __ _~ 622.5$ La7 14 t ~, LOT 69 ~ l _ L07 70 1,00 Acres w i.! SA'• 43769 sq. ft ~ 1.06 Acres ~ 45' ~~r ,,; 45957 sq. ft w !4 N ~'~. -'__ '-~ ~- to N i c.~.i w m OT f 8 s o~, °~ m 1,00 Acres ~- -~. LOT 15 43729 sq. ft ./ S6^13' ~ `~. - - -- - -- + ~ i S89'45'~ i ~ j 589'45'C - o~ ~ ~I LQ l 16 ~ ~ LOT ~7 19 54.2s' ~ ( I 1.00 Acres ~ .,~ _ ~ ~- --' I I 43594 sq. ft ~, -. ~- -~ I ~ ¢ w o ~ ~-~-- ' W `~ ~ ~' LOT 65 N ~' ~ f ~ u 1.01 Acres ~+ ~' ~ ; ~'- ~ LOT 6fi ~ 43918 sq. ft N 45' d I 1, Ofd Acres ~, C~ I ~ t 436','2 sq, ft N ~ LOT 17 ~ ~ °`• o Z ~ ~ ~''~ m ~~ ~~~ ZN ~ ~ r~ 5,03 165.20' 162, _. _,._ ~~ _._._-.~ N89'45'08"E 295.3T ~ ~ ~ W 148.37 147,00' N89'45'08"E 327.2c LOT 63 ~~ nt ~' 1.03 Acres w ~ 44923 sq. ft LUT 10 `'' cy N 'c~ ~ ~ , , yI~ ~ ~ ~ ~ ~ LOT 60 ~ ~~~` ~~ ~ N89•a5'08"E 326.: .., ___._ ._--- __-- - ~ 1,09 Acres m z "' 48227Asgesft N 47414 sq. ft w LOT ~2 r- ~'! to M ~ . ~ ~ Acres ~