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HomeMy WebLinkAbout0017 HAWTHORNE AVENUE - Health 17 Hawthorne Avenue Hyannis A=286-003 I l TOWN OF BARNST BLE LOCATION SEWAGE.# J VILLAGE / ASSE SOR'S MAP&PARCEL INSTALLER NAME&PHONE NO. ff i SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER Q PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: , Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility AFeet 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 leaching facility) Feet FURNISHED BY o � j. V 7 i a L • M �t No. !r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION . TOWN OF BARNSTABLE, MASSACHUSETTS application for �Bfigpont 6pgtem Congtruction Permit Application for a Permit to Construct( ) Repair On Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1-1 H AWT H O RN IM AVE Owner's Name,Address,and Tel.No. HYANNtSPORT M1455 • MARTIN +CLAUDIA JbUSSMAN Assessor's Map/ParcelI S WINDRos 6 WAy Z9(0 003 &TXS5 WIGH It C.aNN. Installer's Name,Address,and Tel.No.111" Desiggner's Name,Address and Tel.No.S08—4 2 8-3 344 SU -a FL I r 7 PARKER RDA OS7d.RV11_L.E .4 Type of Building: Dwelling No.of Bedrooms t{ Lot Size 1$�27 t, sq. ft. Garbage Grinder (NC) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 4 L40 gpd Design flow provided I-}H li " gpd Plan Date NpV. 1M. 2.00 L Number of sheets Revision Date Title PRbPo&6D 5f7G /MPRoligMaA&X 6- SEP'nC SYSTEM (ZEPAIm_ Size of Septic Tank 1 600 CrPLL.oA✓ Type of S.A.S. 12.-x 38� LEAGti1 rQwtDS R Description of Soil - A K. BMW 5,4fVQY L AM t DAL7,Pt Y60 S h t3QW. L0.4AJj SAND 10 YR 164A! -OLIv6 YES . FINt=S4NQ-5oME 5 T 1.SY G/G- LT.YG�'1sk f3Rhl F'IIIrS—MED,SAA/1� Z.Sr �i�3— L' �,� 4 Nature of Repairs or Alterations(Answer when applicable) i 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 Certificate of Compliance has been issued by this Boar H I Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Date Issued Permit No. �� ,(! f (/ S I q• No. . S Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes T. Application for Mig ogar6pgtem Congtruction Permit Application for a Permit to Construct( ) Repair pq Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1'� H AwT 1-1 O R N E AVE 1 Owner's Name,Address,and Tel.No. H\1ANNIS RT , M14SS . N%A�rarIN d- CLraLJDIA V3.,U S S �%AN 15 wtN(>2os� wAy Assessor'sMap/Pazcel a8(L 003 GIR&ENV\/tc-H C.oNN. Installer's Name,Address,and Tel.N!o/./�/��/� Designer's Name,Address and Tel.No 50 a-Lj 2 a-3 3 ti 4 S u L I yr l-1 MG i-l E R -7 f��2et=i �2 2D• 0ST[=RViL--[= JfI Type of Building: Dwelling No.of Bedrooms 1"{ Lot Size 13, 2.7 G sq.ft. Garbage Grinder (Nc) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L4 LAD gpd Design flow provided H gpd Plan Date NOV. a 1 I Z oo L Number of sheets 1 Revision Date Title PIZb Pr)s n -S/T /11'tP2o//G/YlL/VTr d- SGG:21-1C 5YS7F—M REPAIFL Size of Septic Tank 1 500 G ALLon, Type of S.A.S. I Z'x 38 Le�acll aryy CE,�►tir(3E R 13 Description of Soil /�- Cj A(2k (3 R N 5 0 f-VO y L 04M I o Y R 3/3) DA R Y L`L 1 S h 13 R N. (-CAM SArND to`/fZ �1�L G�tt/6 yLL . FiNL 2.5y &16 - C,- g LT.bt:L.'15k GfzN riIV -. - Mz=D 5/o//D Z.5'y (0�3 -'- C L-'"" 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 Certificate of f ` Compliance has been issued by this Boar ,oF H I Signed //��;' %f� Date Application Approved by / &1, � R 1 i Date 1,215-1W . t Application Disapproved by; �i � Date for the following reasons t f v Permit No. Ga 6 - ,.5/f Date Issued U 1 i pt f . THE COMMONWEALTH OF MASSACHUSETTS 1 €€ 1 BARNSTABLE,MASSACHUSETTS I Certificate of Compliance THIS IS TO CERTI Y,that the On-sit e Se agP Di osal System Constructed,,( ) Repaired � Upgraded Abandoned( )by a 1� b �/ ,VIc52"-, ( ) at 1-7 1A a.wTi-1 o t?NG Av G T 1-1 It A IV N I S Pa RT, M 0=S has been constructed in accordance l with the provisions of Title 5 and the for Disposal System Construction Permit No. d ljo(o-S ( r dated Installer Designer F-wGaavc 6 P my I NL #bedrooms y Approved design flow H H to GPD gpd The issuanoe of this ermit sha; knot be co -st ued as a guarantee that the system wilok1japio�nl las/desig e�,,�;,Tlawovll Date � 'ram/ Inspector 1/lf1 . s No. �()bb " . b Fee ! J�Jy THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Migogal *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair (X ) Upgrade ( ) Abandon ( ) System located at 1 `7 H l�'wTH o R N tr AvE N`/,QIVA'1 S P R i 1\1 A S 5 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes hisllter duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be-completed within three years of the date of th' rmt. Date I�l U Approved by Town of Barnstable Regulatory Services ��� Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: y/10 16 6 Sewage Permit# 67 a Assessor's Map\Parcel' 28 6 v Designer:SUI-L!V,91V 1VG]N6L2IA,,& live- Installer: ��✓���`�!/ � �y��� Address: 0S�rc2V t c-L E A Address: permit to install a On Was issued a (date) �.� H A.W't14A77_SWt �'v` .4 - septic system at NiNN Pl r 5 er -r MASS based on a design drawn by �4 L z i 1141V (address) 6NGiNi;�c=RituG owe. dated uvrsioAs (designer) �. E i NSTN�LE.� l"bbE\06C16 Cpwl PLk wa< <o E-TA �N '6 � EE>7S 2 �►a C� W �I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulatio . Plan revision or certified as-built by designer to follow. 91" �P��N or Massa ya cy a pr?EP Gsr (Installer ignature) U i:`•`sr G��'` m (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL.BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc Town of Barnstable Regulatory Services BARNMAIM 1639.6 Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax:508-790-6304 Installer& Designer Certification Form :zoo&— Date: y 1 a ;b Sewage Permit# 5/a Assessor's Map\Parcel D er:sui-Lovow Liv�;acr-a��va= We- Installer: -ort''g esign , 7PA2Kc--iZ2d�n Address: 0 sTe2y1 L.LE m, Address: q5 On /Z S 6 ©/' I /, �`I,S was issued a permit to install a' (date) 1-7 HAW714 fz a-�v� septic system at Nti jQn•no,r s 1D1m2rt MASS based on a desi wn by suu ;v/•�A/ (address) Vil— LNC-IN1;ER11,jG ING, dated VZeVISfON (G'/Z//o7 (designer) . 1iCIA L t, ur t4eT;S 26tp.1 to oNC�WALL-NO 'gE t 1.l.ST1\LLEF 0 l�gE\DBgd CpWI QU � �I certify that the septic system referenced above was installed substantially according l�to the design,which may include minor approved changes suc h as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e.greater than 10' lateral relocation of the SAS or.any vertical relocation of any component of the septic system)but in accordance with State&Local Regulatio . Plan revision or certified,as-built b designer to follow. (Installer' ignature) a `� v (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION.CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q:HealWeptic/Desiper Certification Form 3 26-04.doc Use a t500 .Gallon Septic Tank. t �Ort>r► aftdla ' LEACHING AREA -3e*• now 6. 440 gpd/0.6¢=648:s.f.Required 5idewall E 2(12+38 t)2=200 s.f. llbW � F 3ottomArea:12 x38 �456 s.f. N85Jt'S0'W ©-s��dtr 1 sr ! 556 sf.Total Provided. 1 ? /r LEACHING CHAMBER DESIGN / 411 Pipes to be Schedule 40 PVC. Use 4 LI -d -500 Gallon Leaching-Chambers in a \ °°O� 12'x 38'Washed Stone Field as Shown. ` 0' \ I �• tAD awn a0 OTES a\ �' + Water Supply For This Lot is Municipal Water. atN ; "°' -•b, +r i - _f 4� Location of Utilities Shown on This Plan Are Approx. Q ! t �' At Least 72 Hours Prior to An Excavation For This j nJ e A Project The Contractor Shall Make The Required \ s� ! _ y� Notification to DIG SAFE-1-888-344-7235. The Contractor is Required to Secure Appropriate. \ \ 2 f "" e. D Gp� 9 Permits From Town Agencies For Construction Irj ► 1 1 03 Defined b This Plan-. install Risers as Required to W ithin 6 t'of Finished d P' % " \\ Grade. a\ v All Structures Buried More Than Three(3)Feet or, � NGVD .._ to of Mag-Nail Subject toVehiculgr Traffic istobeH-20L•oading. ,3 ' �/ G e m ih ��.z1 U - Septic System to.be Instal ied inAceoidance Witht?tappb 4 y e• Ro 310 CMR 15.00 Latest Revision And The Town of .;,a i�- Barnstable Board of Health Regulations. �' -- $XI9t; UW >-lltl�a 'SHOW✓N WIYH Atl Piping to be Sch.40 PVC. • bAsrt�a 1_tN1".Ta Depth of Inlet Tee Below Flow Line: 10tt Min. h N79 W - .�aXtST.5E6'-T1'L SYSo'T6.tkA"IZ7-�1m , Ar J Depth of Outlet Tee Below Flow Line*-1•4n Min. 'PUMP �LLft w►t►t Ct_%gt l Wi-th Gas Baffle. S ! i' Finished Grade Compacted L / -C•H.- 1 \ / o - Filter.Fabric \ % t r /. � e Sear 1c /1 tt A L aAtn IT H-20 . POR cH' r Sa.Nb LEACHING Pea Stone w � � CHAMBER ,t tt 1^lv� 3/4 -11/2 O t'1tNy � t tt \ IIt�Uii '�O { _ • ' ��1.•C'• Double Washed 4-1 O Stone 4 ' _ - t Dlk .. r%,ZAOSS �• f --3 Not to Scale'- y�.3Y —'� �' Q �./ // / 1 Pcca 1MGN. f� � _ Slaw R! •" O 38� / 3 A` DARK. E N84*2T iY Ira' y • � _ s/1V Fad �' .� ��"`'.: . ,.,,,,; ,_ ..... .,_.. �: , 'Sp.ND VOL 2.2 t � '/� •t $Attt3 y f L:3 2.Z4 \ tca 6 'L�� langb 40 - @ prvat@ .W.0 �. PECi4C?EP'C See No.4(TyP•) FG.32.5-33.7 H-20 9.70 1500 Gallon � _ Top EL30.70 � Septic Tank 2;25 Bot.El•27.70 a.e r: ✓'. 30.75 30.50 5.2' PAN VIEW ' _ �`'•—~ Bedding as' Bottom T.H-I E1:22.5 4 Per.Tltle 5 No GrDundwoter Sco)e- I"'= 20' �`2t�•-- )PED'PROFILE.OF PROPOSED SEPTIC SYSTEM / { PROJECT NO.: 2004-12 so-r lEVI810N�� 8:44--r y I , , PROJECT TEAM: ARCHITECT . - PEIrm 0 BROWN _ 947 MAIM 8TiMT MQ J ElF-1 ' ' YMAS9 ITS OM75 CONTRACTOR ------ --------- TV ---- BATH NO..2 i 11 1 48 RORR YR LAM CaBol SOB-77&-4N1 1 I I I DINING I 1 BEaI,2OOM MO..2 - {p I ' REPRIG El M I I I I tlm�, POOL ROOM Sm • - .,/. .\ -_- .. , �. '. DiS WASH. 00 _____-J L--_ _ _ _ --_--J STOVE 0© BATH NO.4:.. - - ------, ------ -- -= ---------------------' 13 }: II I --- -------' � - - I , - BEDROOM NO.4 1 I I O KITCHEN B TH 9 I I LIVSYG ' -. ,--- � cnnra PANTRY O I - - ---- --- 1 I , , ... ---- - I BATH C � FIRST FLOOR PLAN;- ----- ---------- STAMP - -------- ---------\ \\ LEGEND: BEDROOM .3 i /� '.,\\ , BEDRM NO.4� E%L9TMG PARTff10IY3.T0 RPJMAM - RFFRAIE AS NECCESSARY .NEW PARTMONS: IL 1 1 - TITLE , , r FIRST IE SECOND FLOOR PLANS �r DATE 27 OCT 2005 DRAWN BY: PGB SCALE: SECOND FLOOR PLAN: I JI vas=R-0° DRAWING NO.: SECOND FLOOR BEDROOMS ARE -OVER THE ORIGINAL_HOUSE y A4 a - - - DESIGN DATA Monnheon R ty, UC Single Family-4 Bedroom gk 18255/65 No Garbage Grinder Daily Flow !lox 4 =440 gpd 1I sty 9 ks►A"` Septic Tank:440 gpd x 200%a=880gpd i Mar p� &A! Use a 1500 Gallon Septic Tank, $k Claudia 8usarnonm LEACHING AREA -s+:4•ft+asem.ne Haar eu.46. ►food t1ec8 440 gpd/0.6p=648.s.f.Required a-49 r Sidewalk 2(12+38 )2=200 s.f. �.2' 1 Bottom Area:12 x3d =456 s.f. N&53150 6y 17' s wIi 656 s.f.Total Provided. 84.25' ---a 7• vweIy LEACHING CHAMBER DESIGN �a• �" Al I Pipes to be Schedule 40 PVC.U¢e 4 Stone net xyr -500 Galion Leaching Chambers in a 12'x 38'Washed Stone Field as Shown. J. %111 MS 71 oh Jam♦ 1 • ` ✓, ,4{ f,E tg� IT- NOTES t , a.� 1. Water Supply For This Lot is Municipal Water, 4Q''"�. / 2.Location of Utilities Shown on This Plan Are Approx. \ ;"� Q j a j. CosN, -MR . At Least 72 Hours Prior to Any Excavation For This \ ro I N .i -! � 4 I QpC+•'f", / \ Project The Contractor Shall Make The Required +•i j .'� 0 ' F� Notification to DIG SAFE-I-888-344-�233 \ �- lQ ' g \ » 3.The Contractor is Required to Secure Appropriate t 1 / e yn' m LocationMap: Permits From Town Agencies For Construction Defined by This Plan: m .•� !. j x Jo �' r' � / \ -, � i �j /� 1"_ OOVf' O .•` 4.Install Risers as Required to Within.6"of Finished 3 j / "'• Al 4. Grade. '� ° TBM"El=39.2' NGVD Assessors Map 286 z 8a -i�- r i o to of Ma -Nail Parcel 003 5.All Structures buried More Than Three(3)Feet or tiL 4� .,� � / • ,, \ � Subject toVehiculcirTrofficistobeH-20Loading. 3� Z'aAt f u \ 4 Groundwater Protection Overlay 6.$epttc System lobe Installed in Accordance with II 4 V q fiS� i t tom, y S Dt ov a I / 1 \/.. '~ District;AP VW 310 CMR 15.00 Latest Revision And The Town of M 1 R ?tyP/+ .R. R ► j �. Barnstable Board of Health Regulations. tycst �8 � 'Y x / ,r Zone :RF-I • rry - t_Xcs1; pwstL1WG SHOWN wlrtl , / \ ' Setbacks: 7. All Piping tobe Sch.40 PVC. ► p VASH mb 16 1 NE T6 lar.;RA.1z_=>* I .r.,• / :r a +t��- Front 30 8.Depth of Inlet Tee Below Flow Line 10"Min. - r.xte'►'SF_PTic SYtaT�M'ta.Ps N78.2'¢Ox t✓ "� % �i �$fi/ Depth of Outlet Tee Below Flow Line:-14 Min. -PI MP 4-F9LLMbW rrH Ct-�LaN g� ... 5 jde 15 With Gas Baffle. ivt1�T�RtAet-, / t i /• "f /s w Rear 15' j • / / 0 Finished Grade ` •'► '. -. ! o W'- of q \ -- ° o Compacted Fill . t nt.t j ,� '� 'T.N.- ► t✓L _6• 5:5 "r tt.-2. M 34.1 \ / t. / / T Rr,,� ! 53• t>A RK 0F2N `�A.ND"Y Q' DASkK 15' Rt l SANDY Filter Fabric \ t,. - ,�. m t - le L0.64-r► toYR -5 LOAM ►0YK 3/3 M 2I ,i I :: r . . . .......... .. . :... _ \ .-.,. -38- / t .TAN }i"' ', ►b e/EL K ::, \ C�ARt4 ►SH EiRN 6 pp My t�# t7A Wt Y E l ►9W 6CQN 4 OAMY o _ 2",1/8'L 1/2'• �, �' t t'0RC-H .r i : B . SA.Nt) toym 4/10 e SAtAC5 10 YR 1416 i o H-20 Pea Stone �. / M LEACHING �� �� '.'? �j /. N j. Ss �� O IVE.Y.Ett., tr%tAE SAtyQ 50titE Ct l.T.Ytil't,$M (blkW F►NC=-t.A�D . a CHAMBER n / O ei �a►�. 2,5y �flv 5Y ep/3c 3/4 -I 1/2 , Double Washed 'SAND 2, 4'-10" StoneFsox t�o. tottracawa.-c�r� Cow" g2 0o�n-`S cer+•r:l1t� ni rt.e,R.:!1AC+ �? r / s n� i 1 / V / \ _ _ RG.CLAsSS 5 1h#C� � 1 O -jp.-. e Not to Scale_ `3 i p / / .PC_. �:arr ,. ►-t-� Et , '•&�,6" , -r,N.-�t 1-%-. 62-5 a a 100.22' stone R.'t . . A :Mlia : _ lihb "' "l \ .� A oAMRica YR 3/'. l QAM p YR 'S/3 - _ • N �7'20-W �„3 -�� -�' ,�,_ ✓ _ 0 t>P RK'YSt_4SM 4BRN t_OAMV ►2 t3apK vt_eitsH BRN t_aAMI -.-- -. a2Lea Sa.ND t0 YR %4 6 tS � `...SANG 1G7YC2 `i/b _ , ,-- \ `35'. of %%/r• �lML,1=%NF-SAkNO �Z OL%VV, YMI..,.F)NE Sp.tdt3.50ME - - ..._.yg J"� ® ,.. ' \ Ct ►tt- 2,.5Ytp/!c Cl s-r Ed9eofPeh, 4q t-T.YEt 15H t3rttlt tNk*-M � � t.-7 YM1.»IS" %tatN.;'►N£-MmA. \ I„49'T..,d�� `� r •• C2 SA.NC? 2.,3Y Cp/3 �'• 'tSAt•TD 2.,6`/ 4/3 danfib .�. .. \ t4o. G r-�aearatawA.rc�rs cw o frC2C71 iNCtiWA't Cx A ..... ,,,,,• '"" Ct_AS& 1 tvtl�-t-Rt`•t,1f►:t._ Ct.A.SS•1 Pv1A'C�,RtAt.. Ptattc, t»t�S ti: 101 rNGt«rS(40 ode - Private ,Way) 'venue ' -- P%k1kc t'�kM%: '7 MIN,l�et�1NC.14 w-- �_ FG.36.0 See No.4(Typ.) FG.32.5-33.7 \�q7' '' --' DAi. : NOV.t AM eN b $`!. �sat,►t_t.tVAfr► t,�'NGtN4.,M(k1hiCr tNG. OSta11- �}VGAA..t.toy",►'ORa'-3.0�01 A,,KIT 32Z� •-.• .r+ :\ .... nrt'°rtt�+wTtil 4 M.fl N�+'�l`..Q.i..t M��!\./.s,t 33.50 H-20 29.70 1500 Gallon Top E1.30.T0 32.50 Septic TankL 30.75 30.50 Bot.El.27.70 "^ -•-. may / (� 5.2 PLAN VIEW 4 Bedding as Bottom T.H-I El.22.5 n Per Title 5 No Grpundwater Scale: 1 = 20 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM _Not to Scale If Encountett Remove�ReptaCe Al l Unsuitable OF SoiIs Within 5 of The Outer Perimeter of The System. 1.0 .� �-23- - J Title: PREPARED BY- PREPARED FOR: Notes/Revision: Sullivan Engineering, Inc. CapeSunt1.) The property line information shown was Q) PROPOSED SITE 11 (PROVE ENTS g g� Martin & CJaudl'cr Bussmonn compiled from avaifabte record information. m PO Box 659 7 Parker RoadCb SEPTIC SYSTEMREPAIR Osterville, MA 02655 Osterville MA 02655' 15 WindroSe Way 2.) The topographic information was obtained 17 HAWTHORNE AVENUE (508)428-3344 (508)428-31f5 fax .(5 08) 420-3994 (508) 420-3995 fa'x Greenwich, CT. Q683fJ from an on the. ground survey performed an HYANNISPORT, MASS. PSUAPE00ol.com copesurvOcopecodnet or between 13/DEC104 and 05/JAN105. 0 Draft: MJO Field WHK RRL 3.) The datum used is NGVD '29, a rixed mean If 20 0 10 20 40 $0 sea level datum. Date: Scale: Review: PS Camp.: WHK//RRL November 21, 2006 As Shown , Project 99055 Drawing l # 9 # C292_1g9