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HomeMy WebLinkAbout026-1135-11-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division r '% L INSPECTION REPORT sanitary Permit No: 404984 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: Collova, P.C. I Richmond Towns hi p 026- 1135 -11 -000 CST BM Elev: Insp. BM Elev: / BM Description: I I . TANK INF RMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic B nchmark -3 D (0 U-3 6 * : �1 7 / Dosing WBIVI Aeration Bldg. Sewer Holding St/Ht Inlet �.' AS br OO r i TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic .. 3 � I / 3 Dt Bottom G Dosing V>, �oNri L` %A-4 y (► e Header /Man, g .qs �Y• a o Aeration ) Dist. Pipe� J U - V 4. � Holding Bot. System • 13 ; _' 3.9a C1. Ac- Final Grade + PUMP /SIPHON INFORMATION 3 4 S -- Manufac urer Demand St Cover GPM Model Nu ber TDH Lift 'ction Loss System Head TDH Ft F main Length Dia. is . o e T 7 SOIL ABSORPTION SYSTEM NC Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM r " �� �z. SETBACK SYSTEM TO /L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Ty Of System: CHAMBER OR ' pie OI �r YP Y t UNIT Model Number: 11-10 f DISTRIBUTION SYSTEM p, P Header /Manifold Distribution k x Hole Size x Hole Spacing Vent to Air Intake Pipes) � Length Die Le l ia Spacing ? SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded j xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: O 4, Inspection #2: Location: 1422 144th St. New Richmond, WI 54017 (SE 114 SW 1/4 24 T30N R1 8W) Evergreen Overlook Lot 11 Parcel No: 24.30.18.941 1.) Alt BM Description = 6Av^► ot Vl� -5 2.) Bldg sewer length= — 3 1 - amount of cover = 147 Plan revision Required? No 0 - - - - -- — . - - ! 1 �I Use other side for addition Date Insepc or's Signature Cert. No. ! SBD -6710 (R.3/97) t 1 PLOT PLAN q� PROJECT P.C. Collova Builders Inc. ADDRESS P.O. Box 489 Somerset W i 54025 SE 1/4 SW 1/4s 24 /T 3 N/R 1$ W TOWN Richmond COUNTY ST. CROIX 3/30/02 MPRS Shaun Bird 226900 DATE UAE CONVENTIONAL XXX IN -GR r D PRESSURE CONVENTIONAL LIFT H LDI�Q TANI MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE T. CROIX COUNTY HOLDING TANK SIZE LOAD RATE .9 ABSORPTION AREA 514 ON '' ` BENCHMARK V.R.P. Top of 1.5" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE (D WELL *H. R. P. Same as Benchmark Vent 11 / 1 11 SYSTEM ELEVATION 95.7 S �Ta /l.C> �=- > 12" C � )3 ' © c -/ �' Wans Designed Using of Cover Chamber g Conventional Powts Manual V rsion 2.0 6' Long 16" 3 415 Grade at System Elevatio 292' Property Line 2 -3' X 94' Cells with >3' spacing Site has 0 Sl pe 30' 0' B -5 40 Pro 3 T'v , Bedroom i eY 0 1 House B -6 B -3 5 40' Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found that a .5 loading is found on adjoining B -4 lots, system is being oversized to 4 B_ 1 accomodate for this potential error. B.M. 5 #2 Vents B.M. #1 15 292' Property Line Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page of in aowrdance with Comm 85, Wm. Adm. Code , / Count Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must J 01- i 1 include. but not limited to: vertical and horizontal reference point (BM). direction and Parcel I.D. Percent slope. scale or dimensions, north arrow, and location and distance to nearest road. Please print ail information. by Date Personal int«marion you provide may bs used nor seeonea � Q/ ry purposes (Privaq law, s. 15.04 (1) (m)). •( O Property Owner P roPerty Location Govt. Lot ✓ �e 1 / & /4 / T� G� N R / E � Property s Mafling Address Lot # Block # Subd. Name or CSW IrAy Stag ZP Code Phone Number ❑ City ❑ village Town Nearest Road r New CorOn its . Residential / Number of bedrooms Code derived design now rate �il_S -,� GPD ❑ Replacement ❑ Pu0c or commercial - Describe: l( / material - -.. �[ t�" ! r :./1 , Rood Plain elevation d applicable !1/) � ft Gerreral oom ments and recommendallons: Boring V EP # � _L! _ Pit Ground sratace elev. ft. Depth to ikniting factor 1 in. Soft Applicatim Rate Fforizon Depth Dominant Redox Desaipdon Texture Structure Consistence Boundary Roots GPQM In. Munseli Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Etf#2 •? 47 � a4- a soft Gl • 2 �•z F # ° � E] Pit Ground sufaoe elev. 8. Depth to limiting factor In. Sofl Application Rate Horizon Depth Dominant Cokx Redox Desatption Texture Struct Consistence Boundary Roots GPDW in. Murod Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *M Effluent #1 = SOD > 30 220 mg/L and TSS >30 < 1 ' Effluent #2 = BOD < 30 < _ _ mgJL and TSS _ 30 mglL CST {Please Print) CST Number Address Date Evaluation Conducted Telephone Number Safety and Buil ' gs Division County t 201 W. Washington Ave., P.O. Box 7162 , O )'L N) Pisconsln Madison, WI 53707 - 7162 Site Address 44 Departm eat of Commerce 2 Z W. Sanitary Permit Application P` Number t g`f In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision may be used for secondary ses Privacy Law, I. Application Information - Please Print. Information State Plan I.D. Number Property Owner's Name APR 0 1 20 Parcel Number 2 3 0. onto — /13 s I I — cam Property Owner's Mailing Address ST. CROIX COUNTY Property Location ZONING OFFICE -A �A; S ; A N.A E City, State 6 f 1 ! Zip Code Phone Number Lot N ber Block Number Subdivision Name CSM Numbe �40 2,S St,,O�� W e " , H. Type of Building (check all that apply) ❑City fpr 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Public/Commercial - Describe Use ownship ❑State Owned G �Q,,� Neatest Road TGL S� 3 R3 - 1'S Cvr"� III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A. For County use 1 ew 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to stem Tank Ezis S stem B. 11 Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) *-bJDA.P A /aD 44)ZrNon- Pressurized In-Ground 2111 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line Z 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other G/ BZ,.-z V. Dispe rsal/Treatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate stem Elevation Final Grade Required Proposed Rate( Gals. / Days /Sq.Ft.) (Min./Inch) Elevation � 3 )s 5 / � # , F --- 0 VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank _ Dosing Chamber VII. Responsibility Statement - L the undersigned assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's S' 41N�T/7LNPRS �N�umber Business Phone Number Plumber's Address (Street, City, State, Zip Code) 11190 Aze=2 . Cotmt /De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse Determination _ IX. Conditions of Approval/Reasons for Disapproval a C n n n_ / �2 A-(l a S v, a I w.tt,+1n 1 �. JA CA°KSj y t 5ca2o s Attach complete plans (to the County only) for the system on paper ant leas than 81/2 x 11 Inches In size SBD -6398 (R. 05/01) PLOT PLAN PROJECT P.C. Collova Builders Inc. ADDRESS P.O. Box 489 Somerset W i 54025 SE 1/4 SW 1 /4S 24 /T N/R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/30/02 BEDROOM 3 CONVENTIONAL X04C IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .9 ABSORPTION AREA 514 # of chambers 30 BENCHMARK V.R.P. Top of 1.5 Pipe C7'"" ( ASSUME ELEVATION 100, Filter Zabel A -100 ❑ BOREHOLE O WELL •H.R.P. Same as Benchmark �— Vent SYSTEM ELEVATION 95.7 > 12" Sidewinder High of Cover Capacity Leaching Plans Designed Using Chamber Conventional Powts Manual Version 2.0 6' Long 16" 3 4" Grade at System Elevation 292' Prop Line gam 2-3' X 94' Cells with >3' spacing Site has 0% � v. 30' 30' B -5 40 -2 Pro 3 Bedroom 0' House B -3 5 40' Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found that a .5 loading is found on adjoining _ lots, system is being oversized to 4 g� accomodate for this potential error. B.M. 5 , 2 Vents B.M. 15 292' Property Line PLOT PLAN PROJEC P.C. Collbva Builders Inc. ADDRESS P.O. Box 489 Somerset W i 54025 SE 1/4 SW 1/4s 24 /T N/R 18 W TOWN Richmond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/30/02 BEDROOM 3 CONVENTIONAL X00C IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE •9 ABSORPTION AREA 514 # of chambers 30 BENCHMARK V.R.P. Top of 1.5" Pip ( ASSUME ELEVATION 100 Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark �— Vent SYSTEM ELEVATION 95.7 > 12 " Sidewinder High of Cover Capacity Leaching Plans Designed Using Chamber Conventional Powts Manual Version 2.0 �6' Long 16" 3499 Grade at System Elevation dd 292' Prop Line 0. �# 2 'I vL I 2 -3' X 94' Cells with >3' spacing Site has 0% Slope a Vents 30' 30' B -5 T 40 -2 o Pro 3 Bedroom 0 , House �s B -3 5 40' Please note: Soil test indicates a loading rate of .7, but I have done several tests in this subdivision and have found that a .5 loading is found on adjoining _ lots, system is being oversized to 4 B accomodate for this potential error. B.M. 5 2 Vents B.M. 15 292' Property Line M j Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated services in accordance with Comm 83.09, Ws. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and 3f . d ) percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - PleaedWp ,Ili rrii&mat oll:. Rev'ewed by Date Personal information you provide may be used for rposAPriv Law; s. 15. 0 (1) (m)). Property Owner Property Location U ri Ggvt. Lot _5F 1/451 1 /4,S Zq T 30 ,N,R If E (or)(@ k Property Owner's Mailing Address . u Loj # Block# Subd. Name or CSM# `7 C C G t I City St Zip Code " , Pho r ` 4 ' City El Village [r _ ge Town Nearest Road _4 i E4�New Construction Use: QgResidential / Number of bedrooms — / Addition to existing building IJ Replacement LJ Public or commercial - Describe: Code derived daily flow _11A CFO gpd Recommended design loading rate bed, gpd/ft trench, gpd/ft Absorption area required FS - bed, ft 25 trench, ft Maximum design loading rate T 7 bed, gpd/ft gpd/ft Recommended infiltration surface elevation(s) � pp • (s ft (as referred to site plan benchmark) Additional design /site considerations 9G; Parent material c-*, U S " Flood plain elevation, if applicable S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system S❑ U S❑ U - Us El S❑ U El S U El S U SOIL DESCRIPTION REPORT UW Cam• # '� Boris # Horizon Depth Dominant Color Mottles Structure GPD /ft Boring Texture Consistence Boundary Roots 4— in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench �: 5d 2m�ek 2 -q0 1C3 rgi m abL mil Ground 3 yD -` iL' ���lG L elev. ft. S • — -� Depth to limiting , Rs. factor ----- �in. Remarks: Boring # 0--15 )2 -�_� 5 2 ��_3 5rI Zma m r Ground elev. 9 4.95 ft. Depth to limiting factor 9 1 in. Remarks: CST Name (Please Print) ignature Telephone No. c1C�m Sc�� kc /+ � 7/5 zY7 -y Address Date CST Number 3 SO vr� x� f (� I O z s - /y-ao Z 3.36 SOIL DESCRIPTION REPORT PROPERTY OWNER Page Z of PARCEL I.D.# L-u f � I Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots E in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench t — I _ S 2 � c s . G. Gro 3 9 -�� V r ti I s �; C 9 9.9 ft. , Depth to limiting S factor `00 in. Remarks: Boring # ±. > ~:. ,� � � 2 n-6-ok v-� S; � -q+ tOvr c� LS M ;5 m Ground elev. 9 9ss ft. Depth to limiting factor 9 in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # I O - 2 2 _ 5 I Ito Ovr c-5 Ground , elev. T • e ft. Depth to limiting factor 65(o ' Remarks: Boring # w Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R.9/98) PAGE__�_OF__�__ / NAME (QUa LOT# LEGAL DESCRIPTIONSS'/ Gar' /4,S2yT2Z,N,R /8E(or)N SCALE: 1 "= �u BM 1 ELEVATION U BM 1 DESCRIPTION BM 2 ELEVATION ( 0 05- J Z y BM 2 DESCRIPTION -}olpa l2 gyc W/ laI-h SYSTEM ELEVATION ALTERNATE ELEVATION CONTOUR ELEVATION IVA no S�'Q M� SIGNATUP,E DATE Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 Contingency Plan 1. If system fails, determine cause of failure, use altemate area and install new system or install system at a lower elevation. 2. Replace any other failing components as needed. Plumber: Shaun Bird 715 -246 -4516 7 / _� 6 - q /�nz -7/j-- So Shaun Bird #226900 FROM P C COLLOUA BURS, INC PHONE NO. : 715 549 5911 Feb. 01 2001 07:33AM P1 ST CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerlSuyer -. PA . , M«DV.A g lei Y Mailing Address y 4 5 ,5 LL!J 12 Property Address t cal ( required from Planning Department for new construction) City /State 2t,J C�/1d►'lMA Parccl Identification Number LEGAL DESCR.TPTIQN Property L,ocation Y,, '''A, Scc. T -R tV, Town of Subdivision L\ 0 \NQX Lot if �. Certified Survey Man iI Warranty Deed # _ LO on�� � c )y Volume Spec house Q yes ❑ no Lot rm-- identifablc ❑ yes ❑ no SYSTEM MAINTENANCE Improper use And maiatea.mcc of your scgic system could result is its prernature failure to l:andic wastes. mope[ maintenam-z consists of pumping out the septic taa,k every three years or sooner, if needed by a liceascd pumper. What you put into the system can affect the function of the septic ixnk as a treatment stage in the waste disposal system- The property owner agrees to submit to St. Croix Zoning Department a cattification farm, signed by tb-- owner. and by a master plumber, joumeynmphuuber. restrictcd plumber or a licensed pumper verifying that (1) the on -site wsstewaterdinmal system is in proper operating condition andtor (2) alter inspection and pumping (if necessarl), the septic tank is less titan 113 furl of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards let 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 tic St. Croix County Zoning Office within 30 days of the three yea: 'on date. . . . tit l Io SIGNATm OF APPLICA DATE OWNER CERTIFICATION I (we) certify that all sttttcmeata an this farm are true to the best of my (our) kaowledge. I (we) ant (are) the ownet(s) of the property described above, by vi ue of a warranty deed recorded in Register of Deeds Office. P� &* `f; 9 SIGNATLMS OF APPI:I DATE •'���� Any information that Is mis- represented may result in the sanitary permit being revoked by tltc Zoning Department. • " "• as include with this applleaUen; a stamped warcauty decd from the Registet of Deeds outer, a copy of the cartiried survey map if referenet is made in the warranty decd FROM P C COLLOUR BLDRS, INC PHONE NO. : 715 549 5911 Jul. 21 2001 01: wm P1 01, TUE 11:33 FAZ 715 394 465T RE41STER OF DEEDS QdA1 15ItAGE2A �n 4 ���� fYn'sC RAM Of tsILiL6slsDltnL3Yae 1•. lt>71 Possrwtthtmti WAALIAMW D210 10 Q I $ 4 -nu., * cai . rY T� UCI14, Astdn lhlswatn l�ttr DsfrieY -_ lad _ 1 I Oriwor. and P Catbvf Woom, iaw., w N1h100rOb L4r ioftuts I ArAw. !or a veldstio ceecm— ba, ealwyt W Games the Atlbwbm 4ma lbsd W t amo ie SL Crab ca -av, stale df W womh3 (If mdm spree It "kid, Fe ~ I" 1"wL* esk ` stseertlno ►w tae Sotnslwts quafi,r of dtt 9tntynrene �r (SE '4 of f W ';.) sf y rma j[ �t(�(, 2� sofa shat nrt of lhs t Y of 3an1m27,1yiaL NpiJUtty s! 14Drt A mnn 00 ALL la Twmuk1r;M Rang. 11 Ww4 St. Ga4x Catmey, W komg e, N� 5 i , � cc b 6XCl:VC Pmt aLN s4 oc Snuiom i5 �ns]tad u taltowc Ca uundng +t A aww 9 mW fiecdea tft *=a menu im deveme u xj&Aer w+a as We Albs of mid 6"16a U.- dq fief, shores Samb d I degree 21 mmum Wass MU alsli th«uw Sselh V 40#00 dd aelmsms Eve tM to= 9014A 74-1672 s. ono 4 71c c lieryt ! de;res23 taiaaas E i1f! dw sA naiA Narpe lis0: fYam� Nertk It tfrael itYmndasm lialw(ply) dsgrsr► Dd fslrmac Wet ca and N Yes 5! ftse a rtta of isgioa4 SL T ). u net losesaere Doerr, Cr�6t Cssnb, 1tllrcastr. ail as &3n I k EsaaAJe��st��mCy��x+urelta Pare�mu. rcaaiaicrs ud dyl,s.,r+►o;� afrvaxG, i / iury. i DstsS tSL ..�rJ..... y11 of biry AL'TRINTICATION ccxaCw LYSrc�as err I 4lgeatc,etet Sba % J. owita STET" OF ►RSCt}AI9)N 1 1 ss. ......... — County) atwpsanaawd "Do Day of =• :mc . _ la.ta,.s; volts bolero ma tbla _ da7 of the faw =xI , tGrMkuOs4ad "••• ••• TtTL'a NP168SA STATE siAQ 0F WtiCJS:ftt3 gene wnr.o to 40 the poreo,t(t) woo aasamd se a wig eqt (sf aoa (niR01 40 0734 sat maws stied LSO ad... T!n{i JWMU"W r WA& L3LU•rjLU aY I .eferaaehtrI GLSlatu �Stsrto . un 1��saa,' �WfI'' pww,.astt. (If aob ►;ms 0aple0dot: deer. 13t�047171�''SI i0�Mt1".ilw ticfarJr2µd.8t+tA e�t5711d!/tlKl?j,) — '' • tries ap,rm,ttsteg m tdygwm mum me ypwU below = Mm'". w..,r.,.r...�:..e.r.,.r� W USANTY9920 3TAt 00 " Xa.2.1W 91n roast w., s. Seee I r z FOUND 1" STEE S wJ N 1/4 CORNER SE'" TEMPORARY CUL -DE -SAC EASEMENTS (TO BE REMOVED UPON w NORTHERLY EXTENSION OF ROAD) r� rn SE1 /4 -SW1 /4 SECTION 24 p 38 "W 1300.25' ° °' z _ t 4- ) i 292.00 - 292.00' „ o LOT 10 o ry o LOT 9 48764 SQ. FT.. g g � 4$764 SQ. FT. 1.12 ACRES yo h .12 ACRES cO j 1 JOIN T JOINT 0 w 589'40'38 "E 292.00' S89'40'38 "E 292.00' ao N o LOT 11 LOT 8 0 43800 SQ. FT.' ' ° o o ° ° 43800 SQ. FT. o 1.01 ACRES �I I ° 1 1,.01 ACRES N o S89'40'38 "E 292.00' F- ° 58 9' 4 0'38 "E 292.00' I z o w O ti w ^ ° LOT 12 N 1 LOT 7 0^° o w ° 43800 SQ. FT. _ 44800 SQ. FT. CO _ 1.01 ACRES b n J.01 ACRES o C� I CD S89'40'38 "E 29200' S89'40'38 "E 292.00' N LOT 13 w ° U ' I 0 43800 SQ. FT, LOT 6 °0 1.01 ACRES °o °o o ° Ln BENCH MARK TOP OF ° 43800 SO. FT. o � �? 3/4' IRON PIN ELEVATION 1.01 ACRES tl. � ,' � Lij 996.51 (ASSUMED) Z z J S89'40'38 "E 292.00' S89'40'38 "E 292.00' LOT 14 LOT 5 Q O O o p 45846 05 ACRES o u) 43800 SQ. FT. o T E MPORAR 1.01 AC R S CUL -DE -SE ,EASEMENTS 'REMOVED L EASTERLY ; 589*40'38'E S89'40'38"E 292.00' ROAD) 16 152.81' 141ST AVENUE 14 S89'40'38 "E 510.92' 3g " � - _ NRO'2} �3 5n