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HomeMy WebLinkAboutSEP2000-00076 F Lig 6155 an Street 3kF r.Y � Port Townsend,WA 9:Public , www.JettersonCountyPubitcHeatth.org STATE OF WASHINGTON-NAT RESOUR May 13, 2016 PO BOX 47014 OLYMPIA WA 98504-7014 RE: Septic System Monitoring Inspection Report SITE ADDRESS: 701 BROAD SPIT RD PARCEL#701201002 CASE#: SOM89-00213 Dear: STATE OF WASHINGTON-NAT RESOUR A review of our files for the above referenced property shows that when the title was transferred on or about September 17, 2015 a monitoring inspection was not on file for the onsite sewage system serving the residence. Jefferson County Code 8.15.150(7)d.iii. requires that a monitoring inspection in compliance with the frequency identified in code be on file prior to the sale or transfer of property. A list of O&M Specialists and a copy of the record for your system, if available, is enclosed for your convenience. The purpose of proper maintenance is so the County, for the benefit and protection of the public's health, is assured by this department that these systems are designed, installed and maintained in a proper manner. We appreciate your prompt attention to this matter. If you should have further questions please contact this office at 385-9444. The code sections referenced are attached for your information. This letter is intended to serve as formal notice that no further approvals shall be granted until a monitoring inspection is completed and any required corrections are made and approved by Health Department staff. A permit is required for repair or modification of an onsite sewage system, per Washington Administrative Code 246-272A and Jefferson County Code 8.15. Sincerely, 41 , , tt Environmental Health Specialist Jefferson County Public Health 360-385-9444 c: File, O&M Provider Code References 8.15.150 OPERATION,MAINTENANCE AND MONITORING (1) Responsibility of Owner(s). The owner of every residence,business,or other place where persons congregate,reside or are employed that is served by an OSS,and each person with access to deposit materials in the OSS shall use,operate,and maintain the system to eliminate the risk to the public associated with improperly treated sewage. Owners'duties are included,without limitation,in the following list: a. They shall comply with the conditions stated on the on-site sewage permit. b. They shall employ an approved pumper to remove the septage from the tank(s)when the level of solids and scum indicates that removal is necessary. The septic tank shall be pumped when the total amount of solids equals or exceeds one-third(1/3)the volume of the tank. The pump and/or siphon chamber(s)shall be pumped when solids are observed. c. They shall not use water in quantities that exceed the OSS's designed capacity for treatment and disposal. d. They shall not deposit solid,hazardous waste,or chemicals other than household cleaners in the OSS. e. They shall not deposit waste or other material that causes the effluent entering the drainfield to exceed the parameters of residential/household waste strength. f. They shall not build any structure in the OSS area or reserve area without express,prior consent of the Health Officer. g. They shall neither place nor remove fill over the OSS or reserve area without express,prior consent of the Health Officer. h. They shall not pave or place other impervious cover over the OSS or reserve area. i. They shall divert drains,such as footing or roof drains away from the area of the OSS. j. They shall comply with inspection requirements in JCC 8.15.150 and WAC 246-272A k. They shall complete maintenance and repair of the OSS as recommended by the monitoring entity. 1. They should not dispose of excess food waste via a garbage disposal. m. They should not drive,park or store vehicles or equipment over the drainfield or reserve area. n. They should not allow livestock access to the OSS area or reserve area. o. They shall comply with WAC 246-272A-270. (2) Breach of Owner's Responsibilities. An owner's or occupier's failure to fulfill any of the responsibilities in 8.15.150(1) shall be a basis for a Notice of Violation and for the Health Officer to decline to issue approval for further development on the parcel. \\tidemark\data\forms\F_SOM_no_inspection.rpt 5/13/2016 S — ) Jefferson County Permit Center ,/ ,,/ 621 Sheridan St., Port Townsend WA 98368 /. 1 sue ;' fr 360-379-4450 U/1t �� `ds SEPTIC PERMIT APPLICATION < 4' -.''1� PROPERTY OWNER �72/GlJ2 _.5-27` 7,6,7C-/.5"// ~^ r� ��Q ��°/�` %/> MAILING ADDRESS / � Z�/Uc/,z �� L'h r`� -9 ',//,, s/�-�L,TU,J; �4 9 . -sE y :;<i :;:`�,° .� ''� PHONE Area Code ( ► 7/�S-,55 6 r � ,iOnJrs ar 2j " F SYSTEM DESIGNER ,S 'y- - S�N.S - LEGAL DESCRIPTION: Section -t) Township -7 Range /L.3 PARCEL # ,p/ j/- O/0 Subdivision Name Division Block Lot(s) SITE LOCATION 7j/ i3,e_oA 2 . 'T j€ Zip Code TYPE OF IMPROVEMENT: Residential Residential ADU Commercial ,r Community TYPE OF WORK: New Redesign Upgrade Repair Partial (tank) X_j(drainfield) Expansion Designate Reserve Area Conventional k Alternative Drainfield Length NAq ft. Number of Bedrooms OtlXc &9 /epo,--'1 Trench Width ft. /S7 5- Basement: yes no Trench/Bed Depth in. Site Size 3!i9 c— Number of Lines Previous evaluation: yes / no SEP,P ✓y-7}/79ea Tank size / ' gal. Water Source: private public l " QY9) Soil type (ATTACH SOIL EVAL.) Application Rate gal./sq.ft./day TYPE OF SYSTEM ,q,M 4U,4--4.0 77Y/t)y fedJ4 .0 GCJ �7-7,i`ieodA( THE UNDERSIGNED ACKNOWLEDGES THAT THE INFORMATION PROVIDED IS TRUE AND CORRECT AND THAT FALSE ' INFORMATION WILL NEGATE AND INVALIDATE THE APPLICATION AND/OR THE SUBSEQUENT PERMIT. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE ACCURATE LOCATION OF ALL PROPERTY LINES. Signatur 1.�./_.c,(�/ A"', C Date Øso FOR OFFICE USE ONLY PARTIAL AP OVED RENEWED PRESS/TEST "INAL ' 1 ASBUILT PUD I RENEWED I Fire District Planning District School District Zone v Qd 1 DateYr -CO Fee /,< Rec #- 7 � 7 Check # / 9 Case # SEP h:\home\pIncntr\hlthinfo\permitap p.doc 10/97 SEWAGE DISPOSAL PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend WA 98368 (360) 379-4450 (800) 831-2678 PERMIT #: SEP00-00076 Date Received: 04/20/00 SITE ADDRESS: 701 BROAD SPIT RD Date Issued: 05/26/00 QUILCENE, WA 98376 Date Expires: 05/26/03 APPLICANT: TAYLOR UNITED INC. PHONE: (360)765-3566 SE 130 LYNCH RD SHELTON WA 98584 SUBDIVISION: BLOCK: LOT: PARCEL#: 701201002 Section: 20 Township: 27N Range: 01 W DESIGNER: JANET WELCH, RS PHONE: (360)385-5910 SEPTIC SENSE PO BOX 1221 PORT HADLOCK WA 98339 Permit issued to CONSTRUCT, ALTER, REPAIR OR MODIFY AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM IN JEFFERSON COUNTY, WASHINGTON THIS PERMIT IS ISSUED FORA PERIOD OF THREE YEARS (UNLESS OTHERWISE STATED BELOW) IN ACCORDANCE WITH JEFFERSON COUNTY RULES AND REGULATIONS FOR ONSITE SEWAGE DISPOSAL SYSTEMS, ORDINANCE NO. 1-83, CODIFIED 8.15 AMENDED PER ORDINANCE NO.11-1115-99. This permit may not be renewed. a Jefferson County Environmental Health Specialist The property owner is responsible for the accurate location of all property lines. Any removal of or major disturbance of soil in the primary or reserve drainfield area may create site conditions that are unacceptable for the installation of a sewage disposal system. Any change in building or sewage disposal plans (including plumbing stubout postion) and/or location of house or drainfield may invalidate this permit unless prior approval is obtained from the Jefferson County Environmental Health Division. ISSUANCE OF A PERMIT DOES NOT PRECLUDE THE APPLICANT FROM COMPLYING WITH ALL OTHER STATE AND LOCAL REGULATIONS. HEALTH DEPARTMENT MUST BE CALLED FOR FINAL APPROVAL. SYSTEM DESCRIPTION: 300-SEPTIC TANK TO INDIVIDUAL SYSTEM No. of Bedrooms: No. of Gallons per Day: Drainfield Trench Septic Tank Length: feet Width: feet Depth: inches Size: 1,000 gallons SPECIAL CONDITIONS APPLY - SEE REVERSE CONDITIONS OF APPROVAL - PERMIT NO.: SEP00-00076 1.) Health Department is to be contacted for a final inspection of the septic tank and pump chamber prior to covering. 2.) The existing water line is to be removed from the sewage transport trench and routed over head, or 10 feet or more in distance away. 3.) Approval/issuance of a sewage disposal permit does not guarantee the approval of other development or a building permit on this site. Compliance with other Jefferson County and Washington State Codes is required. 4.) Setbacks to all wells- 100' required from drainfield and reserve areas. 50' required from tanks and effluent transport lines. 5.) 5 ft. setback from building foundation to be maintained. 6.) All components of the septic system are to be completely protected from vehicular traffic or mechanical disturbance. 7.) Divert all sources of drainage, including roof drains away from septic tank and drainfield area. 8.) Risers are required to grade with secured lids over the inlet and outlet of the septic tank. Minimum 24" riser over inlet. 9.) Low use water fixtures required, 1.6 gal. flush toilets, etc. 10.) This onsite sewage system is designed for domestic strength waste water only. Disposal of any other waste streams is considered a violation of this permit. I:\F_SE P_Permit.rpt 11/22/99 f >‘.- * 1, '8 1-. -I 1:4. I?. ° -- s ‘ 1.--1- Il' ' ' 5- i.6 0, k. �, , U vA rt . ,i, • 1-- .„, i Q_. ...._ ,i, Q Ti7-, r ,... .. . .. . , t(b- ......s..i.... -g ci v — i 1 r -74- I Og .-f- .,.„ \ 5 11,. r /-- r--. i- -.. _ .. i tp ‘ lc) <---— 4-- ql. 3. _, F .. ,, _ cei„) %-- __r , , „c .....„ 4 .3 ,,, .,,.. "f._ ,... ..„ U N C'' +1 ' c) CQ g k 8 (6 -t I 41S-"' 37 GI et • 3 o* s r/r' •err+ ,. 4, t` /--. b of ` g / / '9,09 .' D'''''(''N, O ; Ai c- HOUSE' - 7a75ROAD SPIT R.1) *,,.'� h -�a/ ,, `4-1` N f 714113073 JfF,tE ;Web �` '-" (`6o' —> i A/'JA D FoO RJivr 1 -CX/377106 ECIST7n 0 ICI 61IvAL HATC1fEey Rv i TI Ko t r � FbO7PRI)3 I) . EEC I _ 1 12 EA I BAT � L� R�oM C[k .x, tTr El rte" v O' NECJ S�pTTG MARC' EXPAVO ED efEklST/IJ e'y 77S1t)K C7t2EE131-tOt,.SE /I IUD PUMP u-IAMB ER ---- IS � P Asa1 y. — 70 'iD SP 'QD . sewage o C®p,st,1-0 ed B Z . - - 'APPr° - it i -r-,43 v/ /),2 5N ZL P7S , N ,,,,.c.„#7U/-..,G/-0/0 ST./1/A Desec5A.,ED 731/ go' .3E7277G SENSC TAYLOR SHELLFISH EXPANSION SPECIFICATIONS, p2 1 of 1 The expanded shellfish hatchery operation will continue to be served by the pump to gravity drainfield system installed in 1989. Because there will be no changes in the number of employees in the operation, no change in water usage is anticipated. The expansion of the hatchery building included a new bathroom, however, at the opposite end of the building from the existing bathroom. The new bathroom will stubout directly to a new septic tank located at the southwest corner of the building. The effluent will discharge from the septic tank via either a 2 or 4 inch pipe and flow by gravity into the existing pump chamber at the southeastern corner of the building. The new line will run parallel to the existing pump line between the two buildings. The stubout from the new bathroom is approximately 16 inches higher than the inlet to the pump chamber and so approximately 11 inches of fall will exist between the new tank and the pump chamber (0 fall is required). The new line to the pump chamber shall be installed at a constant grade. Cleanouts will be installed at the stubout from the building and in the line to the pump chamber in the vicinity of the new tank. The existing buried waterline between the buildings will be re-routed so that no subsurface waterline/sewerline crossing exists. The septic tank is to be monopour concrete or waterproof equivalent. Recommended septic tank size is 1000 gallons. The use of an outlet baffle filter in the new septic tank is recommended, as are risers over both compartments of the tank. If an outlet baffle filter is used, the outlet must be equipped with a riser to grade. The Health Department will provide all installation inspections, as built, and certification. <00 `. 1 -5lyi6 P_un;tod, ..rnc -: • JEFFERSON COUNTY HEALTH O TMENT `'\ ` r��� > 802 5HERIOAN AVENUE ` ell/ ` � •�3 r PORT TOWNSEND, WASHINGT 5366 D RECEIPT NO. .. \\ '' (206)385-0722 ''3 88 BUILDER DATE ) //y ..e. . SEWAGE DISPOSAL PERMIT CO_____irtzyk_zi) f ' 0 --' - 7,. M . - Owner i a Ad rest � Phone E r' CI PI Directions for locating site r Y t= 4967/1" SID Le) %1'1�� R3 < a INSTALL NEW SYSTEM al REPLACE SYSTEM❑ PARTIAL REPAIR❑ TANKIDRAINFIELDO. 0 O TYPE OF _ NO. OF .02 . •, ,10 SITE 5`!4,_`G/�= b Z BUILDING ?.%A,1=�,- '---- BEDROOMS BASEMENT SIZE '3.� -- p Previous site evaluation by SOIL TYPE DESCRIPTION - + " Health Department �j ,,1 Yes No j(` 1) ✓ IP11/ /w j _'' Depth to maximum seasonal water table T Source of potable water supply 2) Public Private Source type: Drilled well -Dug well Other 3) O ra • < x W -1 EVERYRAPPLICANT HAS THE RIGHT OF p APPEAL AS PER JEFFERSON COUNTY Z N ORDINANCE 2-77. 4) Q_�P� > SIGNATURE OF AI' 1.P I CANT Z ANY REMOVAL OF OR MAJOR DISTURBANCE OF SOIL IN THE PROPOSED OR APPROVED DRAINFIELD to O AREA MAY CREATE SITE CONDITIONS THAT ARE UNACCEPTABLE FOR THE INSTALLATION OF A SEWAGE DISPOSAL SYSTEM. ANY CHANGE IN BUILDING OR SEWAGE DISPOSAL PLANS (INCLUDING PLU'IBING STUBOUT LOCATION) AND/OR LOCATION OF HOUSE OR DRAINFIELD INVALIDATES THIS ' PERMIT UNLESS PRIOR APPROVAL IS OBTAINED FROM THE HEALTH DEPARTMENT. (Call Health Dept. for final inspection)/ STUB OUT PLU RING ABOVE FOUNDATION FOOTING, 5' 0 Drainfield LengthAlp// Trench width �.•_ Trench depth�e No.lines?y Tank size 475-0 y Soil type and applicat�?rate used for design -114..5 GPD/ft2 .-. 9 //3--0 r r ' 0 m COMMENTS: / TA r� c,o`3v` /s-Tv,(_Grt G� P`"" 'K. -4 - e..)44,--eorre---4 i 1,,..1.1(14 ie' 16 /> • - SEE I-4 ,-4 Tr;'tic/of r: „,..4 ,1,,-.,,.E r ,r`.N. f - it-Kcf . i- r I64 I APPROVED DATE INSPECTED PARTI . /FINAL DATE L- I ceTtIly that this system was instatle in a manner a roved by the Health •epprl nt. }t. r INSTALLER'S SIGNATURE DATE _ D E INSTALLED -, I c: 93 JCHD/7-+84 O. • '1VX°e - CA ri1,1, . , 1).` SOriteetieF Crti . t , 5 4 E4-ro 10161f ; ',..;',„? "-74- Al . --,,t-r;-...9, ( or 1#90•S c/fp 1,,,,„/ 1 rf‘4.5 /11 8 emi ), — 241_, 2.sAc„ _ 1.. /146g; Cili,_ 1 1 04, , tk --/ , ' • 4. i --0 ,z, 4 8 -rccrev QAQ cy "Ira/post-J - -I 1 g Ad i c . C.pilAtitiu(A.+- (5-Lcc-u\-c@:--ortv(44.1) cppAz).-u20( b. Ari-i-- -z-u-kaP 0 9Ark (4_ 1. CS tfo-rADAA*3\ii sit•,;c2_, 6 "61401111 pa,,cisA 03/ bCiAl - _te\,._ , *WO Et cl.a4cv SPW---)(0 -4,,sTA__isr Juis,A.Q__cx04a) ifil11.Rook) . epocaL , r 4nAiNcef -t)'Oa --ru.1-1/\4--(Al- (7(1- • __ . . _., 1 0 II ml, 1 2c,' i1 I apv,‘,16 .vtv dito-ER 057" 8 6 # We, bar ,___Fatri IT • (.f1 #.el, ... , y` 7 �.,_,���_,Y; 2 8 Sc."SEP . JEFFERSON COUNTY SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 9 PERMITTEE: TAYLOR UNITED INC. DATE ISSUED: September 26 , 1988 TYPE OF ACTION : General TYPE OF USE: PRIMARY CASE NUMBER: SDP88-0013 APPLICATION DATE: July 7 , 1983 PROPOSAL : The proposal is the construction of a shellfish hatchery and setting facility on the western side of Dabob Bay on the Bolton Peninsula approximately one-half mile north of Broad Spit . The facility would include a pole building , an algae culture shed , a seed culture shed , three culture tanks , and a concrete slab . The ,project would require the withdrawal of 150 to 300 gallons of water per minute from Dabob Bay. The water would have algae added to feed laraval and Juvenile shellfish and then would be filtered and discharged back into the Bay. LEGAL DESCRIPTION : The site is described as Lot 2 (less Tax 10 and the south 600 feet) , Tax 11 , Tax 17 , and Tideland Tax A of Lot 10 all within Section 20 , Township 27 North, Range 1 West , WM; Tideland Tax A (less TL Tax A-1 ) within Section 17 , Township 27 North, Range 1 West , WM; and Tideland Tax C (less TL Tax C-1 ) within Section 16 , Township 27 North, Range 1 West , WM. • WATERBODY AND/OR ASSOCIATED WETLANDS: Dabob Bay SHORELINE OF STATE-WIDE SIGNIFICANCE: )/.S • SHORELINE DESIGNATION : Consery /q,,> A4:114 r c. • CONDITIONS: Development pursuant to this permit shall be undertaken subject to the applicable policies and performance standards of the Jefferson-Port Townsend Shoreline Management Master Program and the following conditions : 1 ) Location of the intake and outflow lines shall be adequately marked to alert vessel operators to the hazard of anchoring in the area . 2) Siding material . and color shall be chosen to blend with the • existing shoreline environment . 3 ) Parking areas shall be located as depicted on the topographic Ref . : SDP88-0013 frm_004a Taylor United Inc . soil logs 1 . 0 - 19" Brown very gravelly sandy loam 19 - 29" Gravelly loamy sand 29 - 69" Fine to medium sand Roots to 58" 2 . 0 - 15" Brown very gravelly loamy sand 15 - 51" Brown gravelly sandy loam 51 - 69" Gravelly loamy sand Roots to 64" 3 . 0 - 12" Dark brown gravelly sandy loam 12 - 72" Brown gravelly loamy sand Roots to 46" 4 . 0 - 75" Gravelly loamy sand Roots to 67" DEC13 ,8 SOIL INFORMATION Owner: �,/1 y) ©iQ ___ i'(tit.1- c4z<_ Legal Description: Section Q Township Range / — MI. Subdivision Division Block Lot _4 _ Date Logged: /y/3/5-S Include soil textural characteristics and the depths at which significant changes occur . Be sure to include depth where mottling or impermeable layers occur. Soil Log #1 Soil Log #2 / to 7Z in. ,1,e , 'i / to /2, gin. to in. < � , / ' /2 to 7 z in. G to in. to in. . Anticipated water/table /4/14 in. Anticipated water table in. Roots to y inches Roots to 1T/ inches Soil Log #3 Soil Log #4 to Q in. , 4Fii2E / to 6, in. 4, S, Q to 70 in. 7 to 5,5- in. 1_,fl 2. JO to Se" in. _.15--- to 7i/ i 50 to j - '` in. 5, , to in. & . ,, , / ' Anticipated water table in. Anticipated water table Roots to Si-i inches Roots to inches Soil Log #5 Soil Log #6 to in. to to in. to in. to in. to in. to in. to in. Anticipated water table in. Anticipated water table in . Roots to inches Roots to inches _so;/i„ {o USEFUL ABBREVIATIONS FOR SOIL CLASSIFICATION DK. - DARK SND. - SAND FN. - FINE BR. - BROWN LS. - LOAMY SAND MED. - MEDIUM TN. - TAN SL. - SANDY LOAM CRS. - COARSE OR. - ORANGE SIL. - SILT LOAM GRV. - GRAVELLY GRY. - GRAY SCL. - SANDY CLAY LOAM COB. - COBBLY YL. - YELLOW SICL. - SILTY CLAY LOAM RK. - ROCKY BL. - BLUE CL. - CLAY LOAM CPT'D. - COMPACTED C. - CLAY CMT 'D. - CEMENTED V. - VERY X. - EXTREMELY MOT. - MOTTLES RT. - ROOT DEPTH FNT. - FAINTLY DIST. - DISTINCTLY PROM. - PROMINATELY JEFFERSON COUNTY HEALTH DEPARTMNET ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN Date: // / / 8' Designer : 4 '4 J 1 Legal Description: Section 0 Township 7 Range / / Subdivision Division Block Lot Owner : //./9V,/01? th, e '" -ll Address35, C/ g O - "c;;:y I . CALCULATIONS If for residential use : , ' ��< /5- Number of bedrooms : - x -12-0 G .P .D . = Jib Total G .P .D. If for non-residential use; attach calculations used to determine G . P . D . Soil texture waste water application rate g G .P.D. /ft . squared (see page 214 of the EPA Design Manual ) DRAINFIELD SIZING : Absorption area : square feet ( Total GPD -- GPD/ft squared) Trench or bed width 2r feet Trench or bed width /',/ 0 lineal feet (sa . ft . trench or bed width) II . APPURTENANCES Septic Tank Size //SO gallons - Pump Requirements ( If Necessary) Elevation differance in feet Friction loss1 _ 1 DEC/_ya Pump capacity should he 6 gpm at TDIi Number of doses per day /63 Dosing volume S%, ‘0 gallons CPum� chamber size 1/50 gallons ��//77 q III . DRAINFIELD CROSS SECTION Zif D FAT 2" DRAtr1 Root. Native soil A B ' E I C Impermeable material/ Seasonal saturation It A. Trench Depth ,50 inches 1i B . inches of drainrock below pipe C. inches of vertical separation from trench bottom to impermeable material/seasonal saturation. D. inches of fill ( if needed) E . Trench width inches Notes : Attach detailed design of system r- ao 0 Z d mx n ru o �y q WEST QUARTER CORNER SECTION 20 ° CALCULATED P051T10N OF A 2-INCH n o S'-�+ u�-i n a_m S IRON PIPE PER VOL 22 OF a SURVEYS, PG 85 'X)2 ooa c)z C)ac '• x-"(3Z(:)O z3 CO) o8Z Qzz m� niM ni Al -ii a-z+� ra �'z°~ca° N01'49'50"E 1313.585 "ao� obm°° Zt7o � ' �f-- r ° Z0 R.•0OD CENTER OF SECTION 20 m P z 4 w�z c N e3 Pi r cC O rpDi z mp Do'I-7° r* © z' a s r- 'ix ZxC i'r, O •Z -.3 z— • Z-1r n x�2+ A ; J Z„,.... N "+ j 03/31/15 Li�FOUNQ 1/2-INCH REBAR i ri P1 X o O rn m� >ril WITH CAP WRIGHT Pty 4233" PER X i) d x ro C)D. k c C °p w o i VOL 5 OF SURVEYS, PG 188 2 co W D °o c tx,P °Z �0 \ �, p�°r- '-r% -iD� � CCaCtz O WCn :1 ,. oti). mzcnz_z tnvtnc� r �0m cn(©::-t °N'< \ \ °'d CO -.4. n i Z �qpp Ccn cn ° I CO �! N01'39'18"E x00; ilWEST LINE OF THE EAST 450 2 4, ` - p zp 22 ra o � rz°� 0N r\ �' . \ c�7m° er=r -J ' ›•• -...4 '1'1 °Mtn to 2 z �7a _ rr r D 1 Al t to\ S ?g , 3\_ _ �/ 1z h' Q- ' cn D rr md m ,°k \ O.�Q'Z9• 60 fio L �3� (n-w `' 4-\\ cOo �.00 m, ,Z .v ��:, r�\� + tr, W 0 Q M V1).,. \ \ g `j \ ° Co ; V\ ` \ � � CO � �*IA ° •\ x_— - -\ <kr n° m Aii%„,I Po a t3 cn jN :N.), \.......," , \ o v co'n \ 1 2 "r;'v \ 2oe9? .r:©m.I7 0\tN7 V 7.34 33.26 or+)° `..\vs:9g` 1/4%, d•400. >t"..} i i -, ti OVERALL ` c4 S01'39'18"W 1313.57 \ •' 3. ..� 186.48 !"I v 141.72 "�' t1 y 442.1 z co c› (-4 1.11 efk) I i \ \ A 0 % -0 rii .9 c4\ r-..C.,4 1%.ki, c) cri �i l 1 0 1 1 CP W r°C3 ,-y O \ -„.,. .,.!� ��/I/ lAkil• to N a-10 C') (11 % . % 73% 1 'c: Z\ 1=3 4\'\ LA � � �11 i� 'n �r /,1.• ••.,1 �..s - _ _ _ _ O .0.1J. 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DOGS`' a 9 I'`r' 0 MO ii-II tN I,.,,--�-94 Q)-�" �P i2� v / tea r•t:�r*) x�j a chi�0,n ..yy'' •+41 4•__'•O •r g� •• w y to rrl t,l (')fm"' •�y to Z. --fl -+• 10.605' „�Z,9�,�ON '/ rn NC z 0 11 j c c 1 ...►c.V£1. �--"_ - 6 4,1441.4 .••• ••..•� rn w M °Z Z w o '1: ;/:;!; a o c CO G - 1 ��g _ wtD• 'v� r- Owr, -• O 44 :t3s =L:C -r-c to �+tn G '.` �I© --..1 \4m . s�D �1 nZt7 770 r,.1 f�, <'rt.nY<� U l ° ~a m>Q w(~o, (/) z 0 Z a ioq '''e ,.1 yr-i ti r�*i �" z :i;'� °z z� (r) lv N r'1 Z M CA 4. O tb 0 0 IV w to or th D ~ z �f. r < m O' D to ~�i 4)Vim, to Co -+ C9 C�D p („)A C i {,x ./:J. ril i• °cz oonNa °r or m d a gym~ I� 41 �L�` rn '' A - O ?Jo..►{rt o 01 lJ N