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HomeMy WebLinkAbout026-1130-07-000 Wisconsin Departmeit of Co..imerce PRIVATE SEWAGE SYSTEM County: St. Croix ' Safety and BuildiN Division INSPECTION REPORT Sanitary Permit No: 405170 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: Price, Mark I Richmond Township 026- 1130 -07 -000 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark UQ 1�00 10 S 0 1 5 Dosing _�oo /�,/ Alt. BM L Aeration r yt Bldg. Sewe y ��• 3 Holding St/Ht Inlet S.� qq 3 / TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic S . /- / ,J � i /' / Dt Bottom f _ Dosing Header /Man. .S Aeration Dish Pipe Holding Bot. Sy stem Final PUMP /SIPHON INFORMATION �/ 3 If 2 0= Manufa turer Remand St Cover G 1'C'.CC S ADZ Model Nu er TDH Lift iction System Head TDH Ft Forcemain Dia. is SOIL ABSORPTION SYSTEM �ta�17.G�P/va' 01� BED/TRENCH Width I Length 1 1o. Of Trench s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 'f "2 SETBACK SYSTEM TO P/L s BLDG WELL T LAKE /STREAM CHAMBER ACHING Manufacturer J� INFORMATION T Of S stem: OR l AA yP y # S / � 7 UNIT Model N ber: DISTRIBUTION SYSTEM bd bLst oi"s _.4 Header /Manifold Eq(s) ribution x Hole Size x Hole Spacing Vent to Air I tak �! / e f it n e I 1 1-ength� Dia �� th Dia pacing / SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only �" 'ems - f Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center ' • Bed/Trench Edges Topsoil 9 P [Yes � No *Yes ',` i No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:�_/ 3/ / Z Inspection #2: / / Location: 1391 141st S New Richmond, Wl 554017 (NW 1/4 NW 1/4 25 T30N R18W) Red Pine Corner Lot Parcel No: 25. 0.18.867 1.) Alt BM Description =' o f °1 4h • l vu A 1_7A_' C� �2 `f/i� 2.) Bldg sewer length= 2& Q '3_ �V y �/� !cf amount of cover = 3 �orra *►% B,( -5�P�m /QX6'n-M �/ vh f .fcr+' u - 1p Plan revision Required? Yes Y _i No 0/ Use i Use other side for additional nformation. , SBD -6710 (R.3/97) Date Insep is Signature Cert. No. I_ Sanitary Permit Application Safety & Bmldings DhiQ In accord with Comas 83.21, Wis. Adm. Code 201 W. WaW ft Ave. See reverse side for instcyctim for completing this application PO Box 7302 Capirtment at coeiirieree Personal information you provide may be used for secondary purposes Madison, WI S3707.7302 � Pstracy IAW, s. iS.04(IXtn)J (Submit completed form to county if ttach co not / S� S state owned, A lete tans to the coon co for the on a not less than 8 -If2 x 11 inches in size , Cw-ft state Sanitary Permit Number ❑Check if revision w pteviora application State Plant D. Number L Application Information - Please Print all Information Locations Property Owner Name ��qq /� pp ,, RECEIVED - /i IANL �iC�' � Y t � too 11 h/1 N V4, S �T�r !.V, its JUN 13 2002 Lot Number B lock Nnmba _ 131� 21b `r N ,A VS � a so. / 1 flo 7 jr � I6�n1 20IXCOUNTY Subdivision a vision NameorMNu /WGrI/ I\I�I1JIIt�IV� ��Q�`7 ZONING OFFICE )�M Pr�u� eoQ,vE2 IL Type of Building: (check one) errs 1r -;, ,,,, O City 1 or 2 F=ily Dwelling - No. of Bedrooms :-Z-L 1 O village. ❑ PubWC mcrcW (describe use):_ 1�ZI own of JI AI n 0 State-owned Z t ✓ �e . �$' � z acoelT� M �: �► E" 2 etO I ) (b2.-/ _6 I G© lIL T e of Permit: Check oaly one box on line A. Check box on line B if applicable A) L S 2. Utepiaeement 3. ] O of 4. 5. 6. 13 Add ition to B) Number Existing System 13 A Sari Permit was revious! issued Pamit D y � W. Type of POWT System: (Check all that apply) )KNO" In-groun ❑ Mound ❑ Sand Filter ❑ Constructed Wetland O Pressurized in ❑ Holding Tank ❑ Single Pass ❑ Drip Line O Aerobic Treatment Unit ❑ Recirculating ❑ Other. V. D ersalrTreatment Area Information: 2Z �► 110E 1A)F Ie �S 1. Desigtr Flow L Dispersal Ana 3. Dispersal S. Percolation Rate 6. System Elevation 7. Fuel Grade Required Proposed Rate (GWday /sq. R) (Mmf�) Elevation `LSD (oy3 xw M Tank Capacity in Total # of . Maaufacntrcr Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con - Con- ' gl New Tanks I F. Tanks xnks Crete structed SE P-' 1 C 1,660 f 1 W ❑ ❑ ❑ , O ❑ O ❑ 1 ❑ O VIIL Responsibility Statement the under assume rc==Wo ilitv for ' 'an ru- PlIumbeft e POWTS shown o tans. ;) s S ( .- Business Phone Number 22-KZ L/ 7 -2 9 1 1 -3111 Plumbers Address (SCeet, City, State, zip Code DL County/Department Use Only O Disapproved Sanitary Permit Foe (Includes Gmuwf rater D ' g Agent Sitpzamm (No stamps) XApproved ❑Owner Given Initial Adverse S=d Fee) o p Detet:nination Z Z� J 1Z_ K Conditions of Approval�asons for Disapproval: _ , w bkz 0 s -hc wvj,,,4� CV pa,- 0 i MA?X ' "PK1M& uhPAI wvv s Z ;,J - 2. 18 w l31 L Z )v -t K ME AfE w kiUiAAn n . W l 5101 U J Mpg's 22-3Zti2 r /A L T. E, �Z o� 0 4zl 1000 GItL 1NEE,(CS SE'P�s! �fli Z THELr -AcS vVrr-I Z2 C APNATY 1JJt 2s fe/�CI - `rrrf> 6F 1 " PVC Ply �'LE aa' Lt Q.M. i 6P nF I PYC f1P6 bCK3 E SOl 62.11.E LS -� SCALE I" ti� Mt1KiL PRM& AW Alw( s ZS Ta ) -ki8 w 131L -Z 10 -r K RUE lilEw Rie,NAILo . vJl 5`f01�'7 U� G MPR5 2Z3ZyZ r 2 82, t; aLT. 8 sz o� b 43 »oo �n� v✓�,�s sEp�,e �.��x $� Z TR- Lr -Aes W rro 22 /G f! CAM. CAPA('�T`/ 11Jt1LT2l�TV 2s EACA J `TbP 6F PVC PIF bo' lfi Q.M. i 6P of l PYC PIPE Lev. 100 El Sol SCALE Wis( isin Department of Commerce SOIL EVALUATION REPORT Page 1 — Of 3 Divisic, of safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference pointlBM), direction and Parcel I.D. pending percent slope, scale or dimensions, north arrow, aM1.6cation and dW" to nearest road. Date Reviewed by Please print all,.l4oi;nation Personal information you provide may be used fqt s cor(dary p!pos Pfivgcy La (m)). I e_ Location Property Owner r , ; Govt: Lot NW 1/4 NW1 /4 S 25 T 30 N R 18 (or) w Land DeVelO ent Lqt =,Red Name or CSM# Property Owner's Mailing Address t , h; t 7 Pine Corner 1 61 1 H 10 N.E. e Town Nearest Road City State Zip Code Phbne Nypf ?Ci r %i Q / City ❑ Village 140th St. Spring Lake P k, . 5543 x:6.1 780 -4996 j Richmond ,_- tinn GPD rX] New Construction Use: l Residential/ Number oti' beddrddms 4 Code derived design flow rate ❑ Replacement . ❑ Public or commercial - Describe: ft Parent material C a r i a 1 'a i f t —Flood Plain elevation if applicable General comments and recommendations: trenches starting @ el. 96.90' followed by trenches spaced to code 3.50' belwo grade El Boring � Pit Ground surface elev. + 1 1 0 n Boring # 100 . 9 f p Depth to limiting factor in. Soil A lication Rate � 1 I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg Gr. Sz. Sh *Eff#1 *Eff#2 . in. Munsell Qu. Sz. Cont. Color .8 L 2msbk mfr 2 c • 2 19 -48 0 4/4 none sit M na 1m .0 .2 3 110 7 t F-21 ❑ Boring 100.50 +90 Boring # ft Depth to limiting factor in Pit Ground surface elev. Soil A lication Rate ® Roots GPD /ff Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary *Eff#1 *Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 2 11 -25 10yr 4/4 none sil 2msbk dsh gw 2m .5 .8 ml gw 1f 3 2 - 5 .5yr 4/6 none ms osg na .5 .9 ry 4 45 -52 .5yr 4/4 none sl 2msbk mfr gw ms osg ml 9w na .7 .2 5 52 -80 .5yr4/6 none na .5 .9 34� 6 80 -90 yr 4/4 none sl 2msbk mfi na �2 * E ent #2 = BOD < mg/L and TSS < 30 mg/L * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30:5 150 mg /L A T Number CST Name (Please Print) Signature p c ` f/ � ntn 022 Gar L . S t e e 1 Eva uation Co ducted Tel Number Address 715 - 246 -6200 1554 200th. Ave., New Richmond, WI. 54017 11-16-2000 I Private Onsite Wastewater Treatment System Management Plan i Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number / Number of Bedrooms Design Flow - Peak (gpd) 300 Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size ft fIftZeQS 6 3 P P ( ) oho? l Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 0160 gy QI h � Maximum Influent Particle Size (in) 1/ Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic 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 (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se ti c and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet felt hall be cleaned as necessary to ensure proper operati . The filter cartridge should not be removed unless provisions are Shade to retain so ids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component 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 scum and sludge 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 an 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. Manhole risers, access risers and covers should be inspected for water tightness 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 the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years: The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 s t ' Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep - rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer AA A R-V- fI ? I CL Mailing Address 13 IL 2/b - T 44 A tdr Ara) Property Address 1 J c t I I'+ 1 5 t S+• (Verification required from Planning Department for new construction) r--;p City/State 9CVI! ' Q 1 CHNV) 03 W / I Parcel Identification Number 6 Z , - - 11 - '!) dYn LEGAL DESCRIPTION Property Location - 9W '14, Al /., Sec., 2S , T -3 0 N -R �� W, Town of '? ICtIAf I 'W Q Subdivision 1KEO f ►SIDE 0- nu P- , Lot # 7 Certified Survey Map # , Volume , Page # Warranty Deed # �7 Volume , Page # 53 Spec house ❑ yes k no Lot lines identifiable 0 yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification foam, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards 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 daVoe ee ye xpiption date. ; SIGNATURE F APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property Oesc7 � , by virtue of a warranty deed recorded in Register of Deeds Office. SidNAf1JRE Of APPLICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed Il U 1866P 583 ,a STATE BAR OF WISCONSIN FORM 1 - 1998 6 - 7 S 3 2 S �1 WARRANTY DEED XATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. MI Do a tNumber RECEIVED FOR RECORD This Deed, made between Oakwood Land Development. Inc _ _ 04-04-2002 9:30 AN TY WAffa DEED EMPT t Grantor, and Mark Price and Tara L. Price husband and wife REC FEE: 11.00 TRANS FEE: 110.70 COPY FEE: CERT COPY FEE: Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property"): Re & Area Name end Retum A l \\ 11 ` Mar i e f kT � �C'� L Tar 1 L. rice -1S'b 'F l.o a Pine orne� Ne Ri d, WI 540u3J ' „ o� 026 „in 07 000 Parcel Identification Number (PIN) This not homestead property. (is) (is not) Lot Red Pine Corner. Records of St. Croix County, Wisconsin. Abstract Property. Together will all appurtenant rights, title and interests. None Grantor warrants that the title to the Property is good, indefeasable in simple fee and free and clear of encumbrances except Dated this 1st day of April 2002 — n (SEAL) (SEAL) oak od Land Development, Inc (SEAL) (SEAL) « AUTHENTICATION ACKNOWLEDGEMENT Signature(s) State Of Wisconsin, } ss. Iw! St. Croix County. RtpY S A authenticated this ��, Personally came before me this 1st day of April 2002 , the above named .JE OF WISCONSUN, Oakwood Land Develo ment, Inc TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Slats.) instrument and ackno edge the same. THIS INSTRUMENT WAS DRAFTED BY Coldwell Banker Burnet 02 -04762 1301 Coulee Road Notary e of Wisconsin Hudson WI 54016 My commt n is rtganent. (If not, state expiration date: ( Signatures may be authenticated or acknowledged. Both are not necessary.) Names of 0e sigging in an SaacjU must be p2Ld or Dnn led below their ai store. tS aconsm - - ' EZ ' p - lBbmk Cojuc. WARRANTY DEED FORM No. 1 - l"ll Milwaukee Wis. ?ED PIN& CORNER •T QUARTER OF THE NORTHWEST QUARTER AND PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER TER OF THE NORTHWEST QUARTER AND PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER ALL IN T. TOWN OF RKHIOND ST CROIX COUNTY- WIISCONSIN. CURVE DATA Ib11a wbJtat W Stab. Canty m0 TOWN* ctmw ARC CHOW " bt tiaa, o - to parcel, TA TANGENT M • aontaet tM St. 0 Canty 4r SL Tows eoa� tar adNw. "MVLA rMV MAUS - - - - - -- S>f9'f5. OI'E 2597.97 - - - - --- _ — — UE _5��6 114222' _ k — _ — — — — BO - - -- _ -- _ -- __ — _ 4 X89 "E 1 35.70' AML I ALMIC I ® \ \ t eo ......... I I •'� Lar ��� ,/� \ \ `♦ I Mm Bihar MIN so nt \ R \ > An fix to" I / • \ O \ \ `\ \y i L0177 \�G \F ; \ \ NO TH \ \ \ \�\\ t I / \ FAr�3 \\ \ v P[ \J \ \\ / ••'� mm MKS \ape `�t; \ \ tt` } �\ LA? s / ` rwwwIP tqv' aar Aara ` 4 \3@ � \ ` t� AaaM � R •'' \ A� Me ow �. � � 9cAtt N IfER 1 1C0 art �NMt AICL 'N I / \ \ / \ � • ��� \ �t�` � F ♦ \ a{Bpp aS /d Its ��Or 9" A041111P ilk Ml Ma 3 \ sedlon / J MWoaaC~ Manreoat iF'Atw►' "'ems toff � k go \ \ \ ■d foot. ax talc am .. • •. �\ \ � � sot r . r v Kw .asrrro • \ 1.13 pawdo Pr lWaat foot. Uyr 91 ....... \ o Faoy r fan 1 Rr dFAM SIR Pr AN AaUV Aa J AaOa..e orMwry - leoauaA App AY aa>ss '�. \'' d� // `\ 3,� — o.■ot.. orobq. eearnrb OlsaIP ••• \ / - - - -- tr uwtyLowww,t.Tspkd i / \ I MW AafS \\ O / 1t M: E No Mthor 00.0"M • • / N M. L N1M WAV IAn Alp. 3 LAR' 10 / tMl. E f. G Mt*aaa rhmod lbor b e"Um 0114M n Mali (tw lfa �a o(MbY) ar .a.w.. aw �� 4 ��yr W AN La all tx / \ Q ALL BDIC MAIM ARE Top OF as PIPE UMM OTM t/Q AasQ nb / n j tilt aoD 4t, // OF a . • \ J / BEAIYIOS ARE IuiDIDJM TO ME NORM LOW OF M' MW A / •:• Lori 'Jj- ! , V % AAUMM TO st1�S'SS'O�1'E.MZaM6 OWN IS Lr0? 1D / r i drAtT A Fr NwD all nr / Rd� Adis �i OraRW by an" Mau sal Aaw • ,, J/ • 4 i n 1 1 iWe* M'W !N / r w LOT 12 St CROIX Co1NTr GLOBAL POaIMM II ISM N:MM taaaAMM / ® � ROT 16 SHEET 1 OF 3 SH OF I HE NUK I H WL5 I OUAK I LK ANU F I UI II JUU 1 h VVtJ I QUAK I L K E 18 WEST, TOWN OF RICHMOND, ST CROIX COUNTY, WISCONSIN. in this map are subject to State, County and Township CURVE RADI ( i.e. wetlands, minimum lot size, access to parcel, 1 -2 233.00 developing any parcel, contact the St. Croix County 3 -4 167.00' opriate Town Board for advice. 5 -6 233.00' 7 -8 167.00 9 -10 80.00 11 -12 80.00 10 -12 TOTAL 80.00 LOT 17 80.00 25 -26 323.57 UNPLA TTED - LANDS - ------------- S89'55'01 "E 2597.92 ------- - - - - -- AbRTH LINE of NE NW 114 _ R -O -W — — — — — — — — — — — — — — — — — — — — — — — C S8 " E 11 62.2 2 ' _ CE NTERLIN E — - M - - - - 9,4 499.84' • - 23.80 =� --^\ - -- i 33' 33' r-- - - - - -- 254 -- - - - - -- - ---- - - - - -- 244.95' ------ t - - - - -- \ i i H. W.E. 981.0 i 6 H. W.L. H. W.L. ----� 3 O i P :- h c a) Q a) o P�� 4� .v . t0 N t u7 . Q� 5"� , ��— K80176'32 "E �ry go o �j � ry �A 4.18 'q ...... ............................... O �c o o ^ 15 k �... 9............ n oo: M I O r LOT 5 °° w LOT 6 66,174 SO. FT 06 - �' a 71,928 SO. FT. 1.52 ACRES C' •�0 3O•�i � 1.65 ACRES M MIN. F.F.E. 985.5 O 3 g5.i N77• 02'21 h fn i ��\ ��\ ,� ST �•g0 35 , 226 g2• 2 S 3 .9g• 245 69 LOT 7 2 716 ` ` 66,213 SO. FT 2 ��N` 1.52 ACRES \ ' MIN. F.F.E. 985.5 s \ LOT 8 6 1 v •`o �L •4 6• O 65,847 S0. FT. \ `687175'00 "W 14 7.47" 0 1.51 ACRES LOT 23 /'/ DRAINAGE > MIN. F.FE. 98.'S�5 70,362 SO. FT ��° \ `,EASEMENT y ti 9 sue 1.62 ACRES � \\ S . S A9. " ` , �ti� , tis y' •\ys ° ?� ,� �>� MIN. F.F.E. 985 5 i��'p ` 9 06,. `. .. . � A0 o° s s ti �� o • 0 1. i ��T / ` \\ S O . o X ��• �, 'ti 66 o �. � �d`' oo° Z� "� 2f •ASEMi F S F s� - f. o' "3 6 .25/ .DOE /.' 0 i 3' 6� 26 ` � O 30 08.k ; MIN. S � 1 O S \ Z i 21 `\ \� k E`'•. ��• i .ZS 1 , / 560 \\\ \\ nn x 3. � f i LOT 22 \ °� 66, 000 S0. FT. :.1� 0 0 ` �`\ el"