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HomeMy WebLinkAbout020-1353-04-000 n■ 1■ -0 c o £ n G ® a ( ¢ ] r • � 0 .0 .. © k A @ c x z FT w W Iwo f Cg" m : o co a c K • Z 5 \ \ ƒ $ # j C % \ = k { w iir U - 31 \ §k R eili o } ( c \ § 2 ƒ , ® E E o 0 $ 0 g§ I, = 9 / . 2 2 \ E ® £ 2 ƒ ƒ - \ o , § E 0 tri k J • - i 0 § ■ . 0 z 0 0 0 e / § • § CO 01 CFQ § [ \ / - 0 0. § ^ 101 co - g- 1 / � co } \ a co i z " z ¥ z 1 & > a 0 \ E \ / ƒ 1 I. � f gI} / 0. �± ` ] N , E 0) m §% 3 %5 1 a -G. 0 a c 1.. 2 z CD » o Z § ..• m E / 05 ¥ K I / =E ` 0. , @ • w J a. CO i f 8 O @8 -' ] / E CD k E z 7 2 , 3 z I - I a c:' ;2 o wag± Cr ••••• § \ 22 � � &E§ - I§ — — 0�F % § / � k o- \( / I \G §] I 1 co 0 % „ 2E $ )) ! % cz I fE ch ~ ƒ � / I A § $ o � $ � oa �2 /* Wisp o�nsin Department of Commerce PRIVATE SEWAGE SYSTEM CountSt. Croix Safety aneuildings•Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitativo.: Personal information you provice may be used for secondary purposes [Privacy Law (1)(m)]. tfaSi, @C110time: 1 ❑ city 0 y s®riqh/nship State Plan ID No.: CST BM Elev.:- / Insp. BM Ele v BM Description: 46. Parceld l4.353-O4-000 TANK INFORMATION ELEVATION DATA 'j (p. o - e , , /9. ZcaO TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ( ) . ) 4 � / y a , {— (Z ap/ j - : ' Bchmark - • Alt BM a • 4c 10 6 - •�-' Dosing Cs��' Aeration Bldg. Sewer . (tS 4 80 Holding St/ Ht Inlet /0.Z4 9(0. TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Aeintake ROAD Dt Inlet --- Septic ? c,• 60 20 r NA Dt Bottom 13.(0( q3.6 , e 1 Dosing Header / Man. 4 - D ZS r � DO ° Aeration A Dist. Pipe Holding Bot. System L( 25 9( ,c0 • PUMP / SIPHON INFORMATION gi kal Manufacturer 6 Demand Model Number GPM .12 1 7. z-r aoT ZV) f cro z TDH Lift Friction S vsatedm TDH Ft Forcemain Lengtl HO Dia. 2 If Dist. To Well SOIL ABSORPTION SYSTEM Width , Length ( No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIM e . 3 9l3- �S(em ( ) DIMENSIONS SYSTEM TO P/ L BLDG WELL LAKE /STREAM LEACHING Man farer� — SETBACK CHAMBER � �✓ INFORMATION Type Of � w I � ' Ci OR U NIT M 4 - 06 �� ` System: lB . ----- Cif J 1 DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Len a! in I T /btu SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil I nsp r tion #10 Yes / E No in9peRlis*I# No / / COMMENTS: (Include code discrepancies, persons present, etc.) ° 24 Zoe � ' c - d o ' Location: 632 Hillary Farm Road, Hudson, WI 54016 (SW 1/4 NW 1/4 36 TAN R19W) - 362919200 Cottonwood Ridge -Lot 4 I 1.) Alt BM Description = "fi ,.k , A ,- d i , ' t S. l .4 2.) Bldg sewer length = ZJ 4L) 1 v - amount of cover f t. !4' 3> - Plan revi required? in ❑ No Use other side for additio - - �mation. SBD 0 (R.3/97) Date Inspector's ture No Q® Cert — b 1— 4 ' 0,-, X73/ y (032_ NV4sconsin e_ R-(LL 4- 4k 11 -P. 'Sanitary Permit Application Safety & Buildings Divi In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington See reverse side for instructions for completing this application • PO Box Personal information you provide may be used for secondary purposes Madison. WI 53707 -; Department or Commerce [Privacy Law, s. 15.04(I Am)] (Submit completed form to county is state own Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. Conn..„ - 44a t State nary Permit Number 0 Check if revision to � 2- .lication State Plan I. D. Number 1. Application Information - Please Print all Information - • Location: � Property Owner Name .4 ' ,ropeny Location k m] SI /4 /44/4, S36T?. 4(o Property Owner's Mailing Address r.' / ^ Lot�Number Block Numt APP . City, State Zip C AS / J Ph r umber ST 'Su.division Name or CSM Number COUNTY _ u.e-l-e� biwr 5 -- , 44 73 ( - PWIE 90� ,401E71_1.__ — - ...I - II Type of Building: (check one) �/ C _ ? ❑ City X 1 or 2 Family Dwelling — No. of Bedrooms: -7 9 1 ' 0 Villa of O Public /Commercial (describe use): f O State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road A) 1. JNew System 12. ❑ Replacement 13. ❑ Replacement of 14. ❑ Addition to Parcel Tax Numbers) System Tank Only Existing System oa — /_ 1S3 -Q y-OOt1 B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued 3 CU- a 9 . 1 9 , 2 a Q IV. Type of POWT System: (Check all that apply) . ,Non- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Tr atm nt Unit ❑ Recirc lacing ❑ Other: V Dispersal/Treatment Area Information: ✓A - --C. I. Design Flow (gpd) 2. DispersalArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate ' 6. System Elevation ' 7. Final Gradc Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation 6 o 0 Soo 57 y, a h 0 9t/. o7 _._. VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks T /aso ago I wwLL -4v ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS show on the attached plans. Plumber's Name (print) Plumber's 'gnatur (no stamps): 1 /MPRS No. Business Phone Number 83/01y Leroio, as v3s7 7•s -a4, 8 - 6 Plumber's Address (Street, City, State, Zip Code) /AO it / ii/ A-A-7 &-e-e 5 - v6 <3 / VIII County,(Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued lss ri Age e Signatur o stamps) 'Approved ❑ Owner Given Initial Adverse Sur rge Fee) cii Determination i Z 4 ZS• 3a� ZOt1 l ---- IX. Conditions of Approval /Reasons for �nDisapproval: ( �� �,,�� VV"" ,.,___ f ilo, - X �� V 1 4r ! -'i , i l c C W / 1; 4 - , / , i '� S 1 N-, T''�`' c 'ten r CS��l t Ifs -t -Wt5�„ t � , • , . /'. r 'l, „ ii- L2-3- _ . 1 '1 'ago u,9;44 /0 , . _ is 4' mo- (,,,,L0 6frk. l = too' c • 6 i' a ql. 3)l „ON c' wC 5 t` • c'(0, o 7 11- 100 2 c 4atk • ,t^-• 1 y , ti , ,B. • / , P _.. , , . .- B" i g ,*0- . g Bre .1 - 1. '9 , . I We No R. 1 -T6.. 4 , ; 0 .., / 1 ,L 1 $5y%, i _____r_ 11411, I 10 0 61 V t--- ( ."' f' � i � �� elf //� �� q-: 4;1-4 - - - 1 !ago t-,.. 3- /5 alt.. Tiv....k. 4 11 2. w 1 m cr (AAA))) 6ftk. I = foe 10/ C,a. b /" a: y9, 3-' 7 a" /vC s • qa. 07 if - /oo c 4.1 . z t r li ► c- ri s g I I T .F6_. 1 / 1 r r4 , ( 0 -_,0 -/0 s. c. 0 7 J ccsin Department of Commerce . SOIL AND SITE EVALUATION Division of Safety and Buildings -- c Page 1 of 3 Bureau of IntegratecAServices in accordan itc s ` ILHR 8109, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 ir)hes in siz t?IBSi4,must County include, but not limited to: vertical and horizontal reference peint(BM), direCtion'inct i % .S4 . c ( �/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ) Parcel I.D. # /` ' APPLICANT INFORMATION - Please print alf\tinformation , Re 'ewed b Date Personal information you provide may be used for secondary purpos (Privacy WIN, s.t'g,. 1) (m)). d �r a e ,/ A Jn� / ( / f q Property Owner ;` P Propert+t�ri on � Y ` v ��� i'c -kG� rck St-0 -I y '... Lo St,`f 1/4 4 3 T Z ,N,R / ce E (or Property Owner's Mailing Address ''`- g Block# Subd. Name or CSM# 35 3 bVcc. -Iv lc -1-v% 4 CO Ihc�rcrcJ CA R t a 9 City State Zip Code Phone Number ❑ City ❑ Village [� Town Nearest RoarCof'tonwood 'Pr. I. -kci. o n 1 w( 1 Sy0 /l0 1 (115 ) SKr -673( F -ucQC6 h 1 Q New Construction Use: 0 Residential / Number of bedrooms 3 ' Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow 61_0_0 gpd Recommended design loading rate e 7 bed, gpd /ft ' trench, gpd /ft Absorption area required 8SS7 bed, ft 75 trench, ft 2 Maximum design loading rate ' 7 bed, gpd /ft - g trench, gpd/ft Recommended infiltration surface elevation(s) C I (o.0 ft (as referred to site plan benchmark) Additional design /site considerations 41-4-. // /_ 7g' 1 1 7 Parent material &1 ac_ I ci.. ( () U-fL Jc .Sj'l Flood plain elevation, if applicable no1'.e_ ft S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ® s ❑ U [1 S ❑ u [1C] S ❑ U Es ❑ U ❑ s ©u ❑ S ® U SOIL DESCRIPTION REPORT PewCetae Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 1 I 0 -l2 Io.( /Z St ( ania.bt 1 4r (°,S 1-: .574). es 4g 12 -3(o l vy ( .--- _ s 4 I ?Mai, M tr■fr CA • r. • ( O • 1 Ground 3 36y136 i0-0 VY .S (7S ry 1 Q S - , 7 '. . •-? elev. 100.ek. Depth to limiting factor 130 in. ' Remarks: Boring # 1 o -li /6 /Z S ,' I g hutbk feh-cn C S 1-C .. 5 ; , 6 . s ( 9, )y -YE (vyr y/? S , ( mq.bk war- C s — •S . -S 3 eityzo ! yr Kl(o --- li. 5 USc v 1 C.. S — , 7 .3 .'- Ground elev. 99.y7ft. _ Depth to , limiting _ factor / in. Remarks: CST Name (Please Print) Sign. ure Telephone No. A . . .. • V 0 . 1 2... �� 7/5 / 7- 4 /Oci Address Date CST Number gerc CA- r 57 .2tq' .5:41w.,-SQf -- (-4r t Sgaz,c , S - y'? �S - 30 SOIL DESCRIPTION REPORT • '�' ��, PROPERTY OWNER S 4C) LT Pam of PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure G D /ft 2 g in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots P Bed Trench 3 ( 0-1) /Oyr 3 /z.. S; / )n ab,k n-Pr C, S / 4' . . 6 •s Z 1 548 /0y r y le( S ( _ rna64 n4-C(- L S – , 5 • � -S Ground 3 h1-IZo Ivy rye(' _ wt. m 1 C-5 — .7 . S • 1- elev. lG 2ff. Depth to limiting factor 120 in. aQJ Remarks: Boring # - G -11 oyr3/z 3 I arnabk wi-Cr. . ( -S Z ri - yE cv S 1 -}madk 04-cr C - .S'; _.5 y4 -10 / oy ry /6 ,S cis ,V 1 L 5 – . 7 , 3 Ground elev. /0 Depth to limiting 55. ot1.2 factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD /ft Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. �+ Bed Trench Boring# � 0_ 10 t ?la — .S i 10 14/ 1-4-- C_5 l ip •,�'•lp .S 5 c /G -77 ibyrY7 S p�m�l {r1- r �.5 •S;• ' 3 H7-i/6 /Orr ✓h,S 05 rh l e5 — ,7 .g .1 Ground elev. / 02.o") ft. Depth to ? limiting 1 �d2 factor IA' in ' Remarks: Boring # - Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) Fr: -- 0 - f - 1 - y . �.,_.‘ Pad 3 °-�3 top 0-P i "X Ron p; p e. SW [..,G, , �3 nn_ I e l c. IOU. o X Toe., z "pva P.'Pc 1 -11/ k 2- e le k ) . 9r. 37 NI 1 Pr ; w.o-Ty ei ev. 1 G.07 -1--r -. e-144.). 95 3 6 4 - 00 c-k -k. LL I I n 0 7 oi- 6 3 • L • Q 4. b 0 (° 4 bq p o • ' t l d 3 1 OS I • • Private Onsite Wastewater Treatment System Management Plan 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 _ RS'D Number of Bedrooms Design Flow - Peak (gpd) 617 Estimated Flow - Average (gpd) Septic Tank Capacity (gal) / ,., Soil Absorption Component Size (ft') q 3, 75 X 3 / /7 T (sTb -z) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorpti n Component Design Flow - Peak (gpd) ( 2$0 5-114 . f -2 Maximum Influent Particle Size (in) 1/8 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 'c t nk and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte shall be cleaned as necessa y to ensue proper o era ion. The filter cartridge should not be removed unless provisions are made to re to solids 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 • 4 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. /11. r GU\ Lps 674 , Tu / (7/ ) g 775 5 7 7 6 , - , - .- 2 ( 7 / 5 ) 3 8 o 3 • ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer teree4'✓ '- Address 98' /ea d dr Mailing A , / C ,� Address 6' 3 02 /7` � A44 ,/ (Verification required from Planning D • . i s a ent for new construction) City/State , kspril G✓- Parcel Identification Number D t O – 13✓ 3 - O c/-000 LEGAL DESCRIPTION Property Location S VA- '/4, N 'A, Sec. 3 ego . T off' N RjW, Town of . Subdivision C A/ , Lot # '7 Certified Survey Map # , Volume Page # �. Warranty Deed # c2 $ / $ , Volume /5 3 q , Page # (7/07 Spec house ❑ yes IE'no Lot lines identifiable ❑ yes Kno 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 form, signed by the owner and by a master plumber, journeyman plumber, restrictedplumber or a licensedpumper verifying that (1) the on site wastewater disposal syst em 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 f the year expiration date. ryi T l //l O� SIGNATURE OF ' PLICANT 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 sj above, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE 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 • • VOL 1 q itl .534 PAGE 409 STATE BAR OF WISCONSIN FORM 2 - 1998 82$187 WARRANTY DEED KATHLEEN H. WALSH REGISTER OF DEEDS Document Number ST. CROIX CO., WI RECEIVED FOR RECORD This Deed, made between RTC'HARD C) STQLT and 08-15-2000 11:15 AM _,JANET P.. STOUT, husband anti wi fa, _ WARRANTY DEED G EXEMPT Y -- -- -- CERT COPY FEE: and . : . • r : • - • • 11 � • cvFFn _ti cm r._ COPY FEE: hnshand and wi fP, TRANSFER FEE: 124.20 RECORDING FEE: 10.00 PAGES: 1 , Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St _ C'rrt1 x County, State of Wisconsin: Lot 4, Plat of Cottonwood Ridge, Town of tererong „rr.;, Hudson, St. Croix County, Wisconsin. Name and Return Addrss • sikz,t) .57 020- i . 153 -04 -000 Parcel Identification Number (PIN) This 1 S not homestead property. (is) (Is not) Exceptions to warranties: easements, restrictions, rights -of -way and covenants of record. Dated this 31 - day of .T11[1 y , 9000 . ►V �i.Dv Wit{ LPL . �c� (SEAL) _ (SEAL) * Richard 0. Stout * Janet P. Stout (SEAL) (SEAL) • AUTHENTICATION ACKNOWLEDGMENT Signature (s) State of Wisconsin, • ss. St. Croix County. authenticated this day of Personally came before me this 31 day of July , 2000 , the above named _ Richard 0. Stout and Janet P. Stout TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to •• r• • 11 - •cuted the foregoing authorized by §706.06, Wis. Stats.) instrume - d - t . a 7 CONSIN ON J. BAST THIS INSTRUMENT WAS DRAFTED BY , Janet P. Stout (l /;119.1 1353 Awatukee Tr. Hudson, WI 5401 6 Notar Public, State o onsin My -omrr�iysion is p- anent. (If not, state cxpt date: (Signatures may be authenticated or acknowledged. Both are not i 41 tiioo ( — •) necessary.) Names of persons signing in any capacity must be typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. WARRANTY DEED FORM No. 2 - 1998 Milwaukee Wis. -4. --•••..,. ..* ; \ -••• • • S../ „ ,. ! i - ... ...... C14 * i Z ItMPORARY CUL-DE-SAC L EASEMENT 4 ,...... , '1 r \I ! ...>, I .*. .• • ' . te3A re ' ' l•-• .r... .• .4 tr• t •• ••• . s • A5 g 1 - NOTE: 1.--;•• 0= • ,..I., CUL-DE-SAC TO BE REMOVED ,./, 4. ..4x ,.....”- • glI g_ A. ! UPON ROAD EXTENSION / •... # 'V \ .; ...` „ - ----- 1■1,,, 5 , . • . • 2.034 ACRES No_ .. .. ,.,3b,' -. 88,624 SQ.FT. •...... . NJ •. ... • • .." .. • / N8949'59"E 416.66' • , ,'/ ,..- ..• / • • ...•••• . / t I 9 / ,. ..••• . , , . . , . / 0 / 1. • • • . , , , / .... co 1 4 . i • ; , , / ! , h• : . 1 , 1 / / , i- ... : An ...._. w 2.023 ACRES • I Jr) in i • • 88,107 SQ.FT. r.- . a+ • ' icu cu : •.•-• ! at 20' DRAINAGE o 1 •Iml .-s . .... 4. 66' co ..c) ----'-'''''-: 3 • E EASEMENT I It-- 1 . I o o 5' TYP. I i V) 1 L 1 N89'49'59"E 390 00' i 1 1 I 1 i L10' i f 5' TYP 1 i i 1 . i . 1 --. r .--- 10' TYP. 3 ; ci , 2.36( i 1 1 1 0 ! ...„ i an Ct 102,i 1 ul - -t-.-. i cf) 2.001 ACRES 1 1 al i al – M 1 87,165 SQ.FT. i --.1 1 i i ! _.-- _ _. _ _._ _._.__.__.__.__._ LL<IX L_!!9792!:: i 12' TY:P. —.4 E.— la' TYP i • . 1 i 1 NI:19'49'59"E 390 1 .00' : i :: CC - a • 1 1 -1 i : 59 2 i - :-• ! 2.034 ACRI 1 - 6 0) - 88,604 50. .0 1 .. 1 1 • i ,,,.. 8 N 1 a 1 in -_ 0 CT 2.001 ACRES '''' ., (4' IN IA, ii4 1 i 87,165 SQ.FT. i 1 mgi 1 i 1 i 1 i 1 I 1 i cc; i i 1 1 1 1 i 1 N89•49'59"E 390,00' 1 L_.__ N139'29 2723 1 1 1 s••• 1 i / ! 1 i ! / RES 'N.) 1 I i 2.016 ACRES 50' ! 1 i 87,819 SO.FT. 1 e 1 2.012 A I ... r• i •CP1 I C 1 •1 ......... • . 1 1 , 1 87,647 , m ........ , ro i ......... .......... ....4 a:)' i .._._._._.-._..... --• i (UP 20' DRAINAGE I BENCHMARK U.S.G.S. ........ : 1 i EASEMENT 1 EL105036 • O 1 = .' 0 1 i --.,.. 1 1 _ _ : 1 IRON PIPE "" -...._. /2, 7. Yp 1 1 1 , -* • .CENTERLINE ..... ... .. .. - -____ wi i 1 .. 1.0 - .• • . - .. _ BENCHMA / . ..... I i 1 . • I CP.,•e.e,,,- - 1 ni • !