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HomeMy WebLinkAbout0050 WINDRUSH LANE - Health 50 Windrush Lane 093_071 Osterville _ I r e o i; TOWN OF BARNSTABLE LOCATION S� �G%/��llS4C !�. SEWAGE #245V-3 rL.LAGE r��1/(� ASSESSOR'S MAP& LOT f INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY i LEACHING FACILITY: (type) (size) �� P NO.OF BEDROOMS BUILDER OR OWNED PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of- ac 'ng facility) Feet Furnished by[.k � r C v `CA ' 4 TOWN OF BARNSTABLE LOCATION /yt) SEWAGE #f VILLAGE DSO—' U/l'l�° ASSESSOR'S MAP & LOT Q -07 INSTALLER'S NAME & PHONE NO. U'NAA"OUDcVA/ SEPTIC TANK CAPACITY /Sz3)0 62al/ouS LEACHING FACILITY:(type) L,6&-4 (�`S (size) g NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATERPy�IlC� BUILDER OR OWNER �- 13, /VO/tf 1 S��V!�a(PQ2 ) �'�ECe tvC�d DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No l e S u0'dO-e, sc,A L, -ey 9 1 8� c 0l S1� c as 0 8 - f Cy) Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppitration for ]0t!6poq;a1 *pg;tem Con6truction Vermtt Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) Vcomplete System ❑Individual Components 1 Location Address or Lot No. go `A tj b K U_%A Owner's Name,Address and Te4i�AT4v/00-P' o . Ve�&_r4,V Assessor's Map/Parcel 0473 v ^ K1V T ST 13a�T`^4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ✓ Off! SD8-UZ�=B'�z 375—b37 Type of Building: 4— Dwelling No.,of Bedrooms Lot SizeQ�sq.ft. Garbage Grinder(00 Other Type of Building !l No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date __ep Title Say/ Aree 0e51qA Ps © AM ©p Size of Septic Tank /"ZO l Type of S.A.S. it--,$—®O Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issuedoar He th. �-/a�3 S' ne Date Application Approved Date ..ate- 5 � Application Disapproved for the following reasons Permit No. Dco 3 _ e t Date Issued _�`®� 3 No. d'�ri:� � � q. ' 3 \ �. Fee C97s / nc`- - THIE COMMONWEALTH OF MASSACHUSETTS`' ` Entered in computer: :PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTSs 2pplication for Migogar *pgtem Congtruction Permit Application for a Permit to Construct(✓)Repair( )Upgrade( )Abandon( ) 2/complete System, ❑Individual Components Location Address or Lot No. Jb l AI I pi b p,(J-51A b4Ownee s Name,Address and Tel.No. eA Assessor's Map/Parcelo 9 D 1 ( n 101 '5 1 365i,:5(,\ 1 Installer's Name,Address,and Te No. Designer's Name,Address and Tel.No.l: ' 16ell-ST 141i/err SDS-u 375- 03Z 7 Type of Building: 4— t Dwelling _ -No.of Bedrooms Lot Size Oba sq.ft. Garbage Grinder(00 _ Other Type of Building V1-1�9t'/1D5P No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 50 gallons. Plan Date /D Number of sheets / Revision Date Z J'�`� 3 Title 3uh.5k"- Alre Sz"-3;� .�/S�'i '� A,5/9A kl Size of Septic Tank Type of S.A.S. —��9,fl Description of Soil t _ Nature of Repairs or Alterations(Answer when applicable) " Tw Date last insp ted: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b -this oar f He :th. _ S' ne Date S Application Approved b Date S/5 Application Disapproved.for ihe,ffollowing reasons r Permit No. 3 —a Date Issued Slf� 3 ------------------------------------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliant �`� THIS IS TO CERTIFY, that thp On-site S we Disposal System Constructed( ✓').Repaired ( )Upgraded( ) Abandoned( )by ag at e A,,1/W/7 d1l/ a-5lefill has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0 00 3 dated -0 Installer Designer The issuance of this p�rmit shall not be construed as a guarantee that the syYe�ydl func ' 1 as desig ed� Date I U 7 Inspector . � � "_.�-O � -----------------------wry— No. /00 THE COMMONWEALTH OF MASSACHUSETTS -- - PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS �fg�ogaY �pgtem �ongtructfon�-ertiYt���w �---�� Permission is hereby granted to Construct(✓)Repair( )Upgrade( )Abandon System located at 25-0 lax e 0 Sy`Z°////� and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of hi Ut. Date:_ 5 /5� 3 Approved by TOWN OF BARNSTABLE CC. LOCATION telixo 91,a r/ Imo. SEWAGE #CVO—Z�9/ j VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY t LEACHING FACILITY: (type (size). NO.OF BEDROOMS BUILDER OR O • PERMUDATE: 775 COMPLIANCE DATE: Separation Distance Bets-eeep the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of'leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of ac 'ng facility) Feet Furnished by R 3-T �3t63 yjt 6�► 545 ® Y r e ® V { ILL _ a' s I\ -' . :� NEW SMOK ARE NOW L NEW BED UPGRADE + s \� FOR THE V PLAN ACC( 0j) ELECTRICIAI SMOKE DETECTORS O.K. PERMIT AT T a RNSTA®LE BUILDING DEPT, i S ,,o WiIvokt�� THE FOLLOWWG IS/ARE THE BEST IMAGES FROM POOR QUALITY., ORIGINALS) DATA TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 69 Parcel O��� LF BAR r•ASCEPermit# Health Division 3_ 515�3 Date Issued �� _ �_ a- ��� Wak, NO3 MAY -5 P 2: 19 C`3 _� 1 Conservation Division O f Z eo 10,5 Fee a �� . Tax Collector Xp�� _ _.�._._..-..�ail'�'ISION Treasurer SEPTIC SYSTEM MUST E E INSTALLED IN COMPLIANCE Planning Dept. 1iM TITLE 5 Date Definitive Plan Approved by Planning Board /JA gWIi ONMENTAL CODE AN'p TOVM REGJL:TIO►�S Historic-OKH tj a Preservation/Hyannis_ Project Street Address K/ wo"/-( 6.AJ, 1 L- Village L9 Owner Doh'DTff Y E /y k4Z,000 Address Telephone % rg 1 1 oKa 7 7 Permit Request ko !�jA-5-r K SU/L� -7T''4P6 624-A""IS Square feet: 1 st floor: existing D D proposed 9700 2nd floor: existing Al 4 proposed ® Total new 15D Valuation .ADD Zoning District — Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: 0 Yes ' ,10 No If yes, attach supporting documentation. Dwelling Type: Single Fart♦ ,� Age of Existing Structure_ l Yes XNo Basement Type: XFull - Basement Finished Area Number of Baths: Full '- 7 Q~� 1ew D _ Number of Bedrooms: E - Total Room Count(not in( Heat Type and Fuel: ❑. \Y6 Central Air: Im Yes C ❑Yes No Detached garage:0 existing ❑new size Nam'°_ Pool exi5uny ��.. new size G Attached garageX existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization 0 Appeal# ' ! Recorded❑ Commercial O Yes )'No If yes, site plan review# r o I j \ L 1 III z1a 11v , D sL) I.,-r•� . - Z $j --f 4 sx — 4 O _ _ II Fit t I � ` I w + a aosc . r y J J L I :6 WV Z— AON 908 c MA Ell H PA,Pl.I r j LI =6 NON sooz Vi n rfi-�S ,.Z-19I �9-,T � LIT1- 04 n � o m `-? tri O x I I O 00-mv) . 0 A �I I i w - C D - tri O h-, C7 O/ G C O � i W m - 00 N 0 t - � N • O 0 s O r O � � p O 4 � O N rn N i o 1'=6" 20'-1/2" BERG/HOWLAND ASSOCIATES FIRST FLOOR PLAN A'1 ARCHITECTS & LIGHTING DESIGNERS GUEST HOUSE 515 FRANKLIN STREET CAMBRIDGE MA02139 HEATHWOOD RESIDENCE 11/24/O3 617.661.2030 (P) 617.661.0810 (F) OSTERVILLE, MA .. 38'-2" 91-pff _II cv • 14'-0" d- 1/2 F APT• _ <8> M - � `�. -8 3�-6�► 7c" i z 15 1� _ _ 0 13 C�P�. ���� • p� w ry 00 1 - -_ - O- - < W O W Q - - . 0 Q � o o O O �� o ~° O H F-- Z N ^ � Ucn � o QZ o Z d w a CIO N xwz `° * ALL EXTERIOR DIb'IENSIONS ARE FRON1 FACE OF STUD TO FACE OF STUD 44. * VERIFY EXISTING BOAT HOUSE DIMENSIONS IN FIELD �A * TYPICAL SECOND FLOOR DOOR N AND WINDOW CASING 2 1/2" � t i .. - v I i . r .,. . ) :� - .� � � - . , . ,,,, - � d '.,.- .. 3 — . , � ,.; - .".. -, . , - .... � " * -, : , " -�- . � - .. .. .. 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I '. .7 �.I . — -,.. ,— —Y .. 1. ` ' '•. - -IEATHW( RESTDENC ,. $XYSTII*TCr PLAT . �T S)STRVILL&, MAii4 4' L� ; fi r ' < I.71 i v 199# BERG f�OW.LftN'D hSSOC<I.. .`. 515 FRANKLIN STREET.CA:MBPUO�,E:'MA53ACHUSFTT-S 0,O 16t7(6G1�20. - �" � ' �1 c� ON tit- oil SAO 7 TIT NMI off &V 11 `. most, wh 77 Z. � > s o TIM • i $ � r Alta �iEATI04II2ESIT)ENCE EXISONE TING PI�t1 N OS'I`��tUILLE NIA �: 'rBE(ZGzHOWL'AND A.�5OCIATES --,[Z�Vir5�I7 7�P� 515,F RANKLIN $TREE7:CAMBRIDGE•MASSAC:H USE7T5 02I),9 817/68(203q - WADE. vr rfNlz�m 1. CONCRETE: 4000 PSI MIN. 11.6 ARNE OJALA 6, STRENGTH 0 28 DAYS 'H-ST PIT GRD� EL_ TEST BY. A 12/18/03 ADD PROPOSED 3 BEDR00W, MIN� GUEST HOUSE AND REVISE Gw. EL. 10-0 2. STEEL REINFORCEMENT NZA ,WTNES- W� BAKER ED, BY: 0 r ASTM A-615, GRADE 60 N/A DATE: L2/ SAS SYSTEM MOTTLINO CERTIFIED BY. �g2 24" DIA. MANHOLE COVER To; 3, COVER TO STEE ELEV. 1 SURFACE SOIL SOIL SOIL SOI L 0 4. PROIVIDE H-20 CAST IRON PRECAST 4'xS' CONCRETE DEPtH HORIZON TEXTURE C01-OR MOTTUNG OTHER ZZEEM= T L - I' MIN. COVER TO GRADE LEACHING CHAMBER it de Is n d" i DESIGN FOR H-20 WHEEL LOAD TEE LIOUID DEPTH 0.- LOAMY, 7�5 YR PLAN WEEW 32 SAND FINISHED GRADE 6' MIN, 3/4" TO 1-1/2'STONE ;.1 _j 11 1 r SLOPE SURFACE TO DRAIN "eel 5 1 (OUT DIA. KNOC 3" OF. TOPSOIL 48* DIA EL. 11.6,* REQUIRED S=0.02 Oyster MED 10 YR COVER (TYP) 6'-11' E LZI i 2L SANE) 4-4) BOTTOM PRECAST CONCRETE SEP TANK ON_LEVEL- STABLE sks� L - DIA. YNOCKOUT 8 IN I LOAMY 7.5 YR REINF 1 0 1 RCED NTH STEEL 15 TYP)--N L CROSS SECTION MEW 8. SAND 44 PLAN VIEW "0 ACCES' MED W-1200 C 1 11C, COVER' NO WATER NOTES 3) INLET AND OUTLET TEES TO BE CASTIRON (�) I - MIN 2" LAYER OF 41 /, ( BACKFILL WI TH 10 P, OR SCHEDULE 40 PVC. EXISTING SOIL ....... - DOUBLE 4 AT iO FEET 1) SEPTIC TANK TO WITHSTAND H­20 LOADING. 1 /2 SAND TEES TO 13E CENTERED UNDER MANHOLE CO ERS, LAbTRIBUTION PIPE WASHED STONE BOTTIOM 2) ALL PIPE CONNECTIONS AND CONCRETE CON- PERC RATE� STRUCTION TO BE WATERTIGHT. 1500 Z TOP PERC HOLE NO. OF GAL.tONS: ELEVATICIN VIEW -1 1/2" DOUBLE 3/4* NO WATER, ORSSEPAE.D.,, E, 0 EU 6.6 SECTION A-A 7 WASHED STONE ASSUMED G.W.' ELEVATION 2. MIN./INCH ON ENDS) (2 DUE TO TIDAL JNFLU�NCE. DISTRIBUTION BOX DETAIL 3' ON SIDES) aMMIARK-OLTAIL DB-9 NOT TO SCALE 'j EL. 7.1 NOTTO SCALE - S v, Z 0 N I N G UMMARN" A IERTIGHT INLET & OUTLET COVERS TO BE BROUGHT 2% MINIMUM FINISHED GRADE OVER LEACHING AREA =55 i;�FINISH GRADE LENGTH' BACKFLOW ZONING VSTR!CT RF-1 RESIDENCE DISTRICT WITHIN 6", OF FINISH GRADE PREVENTER WDTH=10.83' 40,000 S.F. UPLAND , off. 508-3152-4541' wN. I.OT AREA ' L A� FIRST TWO FEET TO 00 GROUNDWATER ASSUMED fox 508-36" MIN. LOT WID714 125', BE LAID LEVEL V MiN. LOT FRONTAGE L=11 S=.Ol UNDISTURBED EXISTING SOIL LOCUS MAP (MEDIUM SAND) NOT TO SCALE C, I I AT EL. 2,1 MIN. FRONT SETBACK 30' 10.08 9.49 _Q2 Assessors Map 91- Porcel 71 down cape engineerIng, h7c. MIN. SIDE SETBACK 1500 GAL� 9,1 15' 10.70 CK 15' ....... k!I N. REAR SETBA SEPTIC TANK 9.91 7.1 L='51' 2 CIVIL ENGIN ERS � S=. t:C.TION) OVERLAY 6 PROPOSED LEACHING C AP .(AQUIrEp 4* PVC SCI . 4 1 0 ALLERIES (TYP.) FOUNDATION DES, IGN ANALYS, LAND SURVEYORS, IRPOD (RESOURCE PROTECTION OVERLAY DISTRICT) 2.1 INCREASES LOT SIZE TO ^4 ACRES FOR NEW ASSUMED G.W. Z-TO BE INSTALLED N A a)aFMM_E&QEU 39 M y -nouth, mc 026714 LOT'S ONLY. 1"HiS LOT IS GIRANDFATHEIRED. LEVEL STABLE BASE TEST PIT #1 1,6 (NO WATER) DESIGN FLOW: 9, oin st. an NOT TO SCALE N('-*,l* TO SCALE �4 R x 110 GPD/BR - 550 G P D SUBCONTRACT SERVI(_"ES FOR: Jor SEPTIC TANK RE-QUIREMENTS: EXISTING CONDITIONS SURVEY TE%S Approximote E*vl, ng Po, 'RING SUPERVISION Propvty Lines Shown H,,�reon Were Compiled 550 GPD x 200% = 1 100 & ENGINEE ±125' TO B V W From A Plan Rerorded At 'Die Barnstabie Clounty ReqIst- Of Deeds In Plan Book 254. (SEE SE3-2'�62� USE 1,500 GALLON SEPTIC TANK r1v Project Title P00e, 18 And Do Not Represent An Actual Su�vey On The Ground. F4 Efe-4-itlons Are Based On N.G.V.D. Of 1929. q rj 0 0 0 0 0 �77777 LEACHING FACILITY REQUIREMENTS: 0 Lim DESIGN PERC. RATE: <2 MIN,/INCH CLASS I SOIL CLASS I ELR = .74 G.P.DJSIF. 550 G.P,D. .74 GAL/S.F. 744 S.F. Hea th Vito 0 a,, Unc`er9lrounal -7 / * 11.00 ///77, 111711111,71 7ec/ rfe------ 11-57 EACHING FACILITY PROVIDED Re USE (6) -1.83'x8,5' LEACHING CHAMISERS WITH 3' OF STONE ON S:DES AND 2' OF STONE ON ENDS Existlng DwWling 117 rO.f* - f2.25' BOTTOM: 55 x 10-83 = 595 S.F. x .74 --_7D Salkhood X SIDES: 2(55 4, 10,83)(2) = 263 S�F. x .74 '95 GPD 1 /1 (Os ter Ville. I-Vndeground ExistIng Corage - 858r S.F. ri TOTAL LEACHING TOTAL CAPACITY = 6_`15 GALLONS PEP DAY Ba ns table r I t) A 4A B;�#;ark OTE S Top Step j 0 Comer Of g- \N11 I UNLESS OTt-IFERWISE NOTED. ALL CONSTRUCTION Elev.=12.65 /�Z`­"', 6 r&�6�rL 4 7 'A METHODS AHID MATERIALS SHALL. CONFORM TO AR N C> Jlk. ZZ�_/�4 _<,, 1z, 1 0� TITLE ,V 0F THE STATE EN'VIRON�AEN'TAL CODE -AND tz- 16 OA,(� ItJ4 _41 H. S ("i � "",/ idP § C-1 WN' OF BARNSTABLE RULES AND RE-GULAT1,01"41S. OJALA TO Nc�25348 71-36 2. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. Cobble Cdgina __7 q) so tic iaik_�' 11.JeEdge Of Stone DrIve 3. ALL SHIPLAP JOINTS IN *SEPTIC TANK SHALL BE INV.-10.33 2 I�IvAC U'rdts P SEALED WITH NEOPRENE CASKETS OR ASPHALT Prepared For 0 CEMENT TO PROVIDE A WATERTIGHT SEAL. T 173 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBU PON 110 L BOX AND LEACHING FACILITY TO WITHSTAND H-10 Desmond Heathwood <1 LOADING UNLESS UNDER PAVEMENIT, DRIVES OR. TRAVELLED WAYS WHEREIN H-20 LOADINC-1 SHALL APPLY. 0 11.54 X Te� & CA n,'Riws n- 5. ALL. 4" PVC PIPES IN THE SYSTEM SHAL1. GLE - .1, 0 12F, Mm! et;, Leach LJ SCHEDULE 40. 0 mt f.151 Elec. Concrete, Pod M,A 6. WASHED CRUSHED STONE SHALL FREE OF ALL A DIRT, DUST AND FINES. Z Leach 'I pit 0 1 r.6.. Z" PROPOSED 1,500 IE GAL SEPTIC TANK AND SEWER I-INES, BOTH PIPES SHALL BE C ON, (COVERS TO BE WATERTIGHT) 0 7. AT ALL POINTS OF INTERSECTION OFWAT R LINES STRUCTIED OF CLASS 150 PRESSURE PIPE AND ARE TO BE PRESSURE TESTED TO ASSURE WAT�_RTJGHTNESS. 1.� �p A. kt Mon Associates be. L ight )Cost 21 OAK SEPTIC TANK, DISTRIBUTION BOX, ETC'. SHALL BE 6W 375 0327 FAX 375 0329 (6) PROPOSED LEACHING CHAMBERS PROPOSED MANUFACTURED BY ROTONDO OR AN EQUIVALENT MANUFACTURER. 551 D-BOX 1" 00 Drawing Title 9� EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING G4 OPP ft 'Npq 0 AREA AND BACKFILL Will! MATERIAL AS DESCRIBED ON PLAN. 77yf v Light Post S 0 1O.HEAVY EQUIPMENT SHALL NOT BE AL.1_01�FED TO 0 <ZC OPERATE OVER THE LIMITS OF THE "E 'AGE MS- 0 , POSAL SYSTEMS D1,JR1NG THE' COURSE OF CON— STRUCTION OF THE SYSTEMS. INV.=10.70 5ubsurfa c e, 11. NIO FIELD MODIFICATIONS 'f 0 THE SE1,NAGE DfSPOSAL P SYSTEM SHALL BE MADE WITHOUT PRIOR W,5NTTEN W T C�?CH APPROVAL OF THE ENGINEER AND tHE LOCAL __ R E S �:__R v--E- -t-A BOARD OF HEALTH. 20' wN. -D AS REQUi ------------ 12.THIS SYSTEM SHALL BE INSPECTE RED BY -- - - - -- - - - T1 TILE V. 058/ - - - - - - - - - - - - v5p D i 11A CERTIFICATE OF COMPLIANCE A'S REQUIRED BY e & n TITLE V AND AN AS-BUILT PLAN 45 OF THE SYSTEM MUST BE OBTAINED BY THE CONTRA ;TOR UPON COMPLETION OF THE ABOVE WORK, 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE ' BULKHEAD DISPOSAL UNIT. 15*ALL UNDERGROUND UTILITIES SHOWN WERE COM- _13- PILED ACCORDING TO AVAILABLE RECORD PLANS STEPSj AND ARE APPROXIMATE ONLY, SEE CHAPTER 370, 176.- ENERAL LAWS. P ACTS OF 1963, MASSACHUSETTS GE WE ASSUME NO RESPONSIB!LITY FOR DAMAGES F cxisanq Shed INCURRED AS A RESULT OF UTILITIES OMMITTED OR - S 58-0722 INACCURATELY SHOWN, THE APPROPRIATE PUBLIC Date January 13, 7022 Drawing No. PLAN VIEW ENGINEERING DEPARTMFNT SHALI Er' CONTACTED AS Desi n W.L.B. WELL AS DIG SAFE (PH. NUMBER 1­800-322-4844) mom"- Scale:1'*= 10, Cl"ck D.rown J.V.S. 0 5 10 15 20 25 FEET Job. No. 2.0456.0 N Last Rev. 12/18/03