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HomeMy WebLinkAbout0459 BAY LANE - Health (2) goy k vve CP-AtlerV l Ile ►8 7 'q i S M E A R KEEPING YOU ORGANIZED No. 12534 2-153LOR I FORESTRY MIN.RECYCLED INITIATIVE CONTENT 10% Certlgad fiber Sourcing POST-CONSUMER wwwAiprogram.org s�wi�ao IANDE IN USA II-ET ORGANIZED AT WEADMU i , � q TOWN OF BARNSTABLE LOCATION L,f/ SEWAGE VILLAGE .�..i�� A-SSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO._C�G�C SEPTIC TANK CAPACITY LEACHING FACILITY:(type) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER Pv `_ BUILDER OR OWNER 3ily DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED_ VARIANCE GRANTED: Yes _No __ a tom— f\\ 10 I C'! . 2z, Cl L—� c- r IP � R N. O V E D THE COMMONWEALTH OF MASSACHUSETTSSUIUMTO VALW p p e cossis606 A R D OF H E A L T FbAR=ABu c0MERvanoH ..tiios► rust �n bla sery �. ��`,, �. F.......... t�v ? � -......................................... stir 10Ps tra#ilan f5f Disposal Works Tnnstrnrtiun Prrutit / Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ........... -••- ... .._.....1t 1' ................. o .............................................................. Location-Add ess or Lot No. ... .►1�1i2_.._. Si�u_1�. >�alae' ................... Ci4y.__L!SFnle ......................................._...... ` caner Address a --•-•---------------- •' ----•-----............._------------•--..._... .....•---•--------CUr?�Grc�.0�14........... Installer Address r UType of Building Size Lot___lE..t�7_c4_r.....Sq. feet Dwelling—No. of Bedrooms_____ _______________________Expansion Attic Garbage Grinder (K) Other—Type of Building ____________________________ No. of persons____________________________ Showers ( ) — Cafeteria ( ) Other fixtures ...................____ _ _ W Design Flow___________________________________..Z�S..gallons per person per day. Total daily flow..__._._________..____._.30......gallons. Septic Tank—Liquid capacityl-5bo__gallons Length_!_Q'-�.N___ Width_��.W__ Diameter________________ Depth_ . e.4.. Disposal Trench—No. _.__4............. Width__.,3..S:_...__._ Total. Length_3%F.f-k__._._ Total leaching area.....3_lS.....sq. ft. 00 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ()G) Dosing tank ()G)(f�,�np Gkwn ber) aPercolation Test Results Performed by.<.,'"- 121�K_ Date___Z_!` $" '4'__________-- ,� Test Pit No. 1---.Z........minutes per inch Depth of Test Pit...HA......... Depth to ground water......_" GL, Test Pit No. 2.....!!!7......minutes per inch Depth of Test�Pit__`1.611__________ Depth to ground water.:__ �p�-OF�Sgsr O "T'� 1�o_'_lL_t_S�eacc@__4-oi�►M__�_!Z_-e!��..y_�vv?sws�.Si-11 ------•-•-•........................ ............_. u n }� STEPHEN y Description of Soil_`�Ula6s�l.l-- --�loC�. rosPln_�vta--,may---i-� �. _-.1 __________________________ -_•_•- J e u f } �: XLLYN- n v _�m__ dlna,__.�.'Vng_I31{xe �/� '� .!y `� =� , �Ai � ------------------- n ---•-WttS0T1 y m-xC- U Nature of Repairs or Alterations—Answer when applicable_____________________________________________________________________'+ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a ordance with, /G the provisions of iITLi� 5 of the State Sanitary Code—The undersigned further agrees not to place the system in . operation until a Certificate of Compliance has been issued by the board of health. Signed.--.0 '--------- -----&A.A� ......................... Application Approved By.... 4 ..... Date Application Disapproved for the following reasons--------------------------------•----------------------•----................................................... ---------------------------••----------•--•---••-•••-•-••---------------------------•---•••-•----------•--•••••--••••--••----------•-------------•-----•--••----•--•---•--•----••-----••------•--.....-- Date .CJ '� Permit No.........................f------._.�....--.......... Issued-------------------------•• ----•- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. t ...................................... O F......... Tntifiratr of Tomptiaurr THIS IS TO CEETI , That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) ----- _ •----•----•----•----------------•-----•----------•--------•-----------•---...-------...._..----------------•---...................._••-----•------ by--------------------- 4-f�J �asta e= P�:. at........................ -��---- - ---------------•------- --- •------------------•---------------•-•---•---------------------•-••--•---••••--••--•----••--•--•- has been installed in accordance wits e provisions of TITLE j of The State Sanitary Code as described in the �application for Disposal Works Construction Permit No.` .___.��__�fG�_ dated- .................. ________________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................--�JD•- Q III_ 1 ...................................... Inspector.._-__ P.,1..1......... 4 -THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � ..........7400411................OF.......... ,sec ratrrt - Appfiratinn for Bbr.,Vmaf Works Tnnstrurtinn ramit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at• 1\ .....------------- ------------------------ ......................................................... ` Location -A,dddr/ss ..y �� Q or Lot No. 111111..». ?l.Jd1 Fss�QC� a ..+.Lam.. ............ ...................... �5.&V ff............................................. j.•caner Address ,-a �U• --------------------------•------• Installer Address Q Type of Building Size Lot...l$t4?A�t---Sq. feet U a Dwelling—No. of Bedrooms........ 11.rs�.l....................Expansion Attic (RO) Garbage Grinder aOther—Type of Building ______________________/.. No. of persons...................._------- Showers ( ) — Cafeteria ( ) Otherfixtures ..... -------------------•-------------------------------------------------•-------------------------------....._.. W Design Flow....................................=$.gallons per person per day. Total daily flow_._..........____...........Z%5.C--_-_gallons. WSeptic Tank—Liquid capacity.)-Sbo.gallons Length_10!n&�'._ Width.._"_.Sd_ Diameter_..._............ Depth..S_.R 4. x Disposal Trench—No. .....4........_... Width...Z_ ........ Total Length.Z!5. ... Total leaching area.....ZAS....sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( JK) Dosing tank (K)(Rjat f Cha,%�ser- a Percolation Test Results Performed _eew, A? ?r' Date..../!`_i'9t79.. Test Pit No. 1._...Z.......minutes per inch Depth of Test Pit---144!!....... Depth to ground water... ."�' ^" ✓°44 Test Pit No. 2..... "...._minutes per inch Depth of Test Pit._-_qb"...._.__. Depth to ground water...V_ �4���.OF�A�S O t l.Z»Ric".. �s•Sf 1 ..................•----•----- ���-• 90 • tf a r M N < "ST€THEN yG x Description of Soil- 6b1 f '4 - ' i�--"pr>�wr�'�uu st(� ' tl- -------------------------- -�--•-.. L_L U reGorase �atrc�lu�t._serrsq/_I.�rxec fl��;r DLO==,f4� 1 P"x�aB n�� ----- l�lI1.SON y ._ ��� o". - s�f.dD rr�.acr�:-�+ av�.�.------------------------ -�,. No.so2ls�® � x `a;U Nature of Repairs or Alterations—Answer when applicable............................................................................. ... . Agreement: r•'..•l--:- The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a ordance with 10 the provisions of T iT i,,,:. p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed �` "....--�........................ ................................ Application Approved By---• �: .'l�l !.�asZ'— z Date .----....•-•--- ........................................[ E. tom Date Application Disapproved for the following reasons:................................................................................................................ .........-•--•---•••-----------•-------•----••-••••••------••------•-••--••-•-•----•-•-------•--••--------•----•-•--•••-••--•••-------•---•-----•-•-•-•-----•--•••-•----------••-•-----••-•----•--•----- Date Permit No.......... '.........!.. Issued Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...............................O F.......................... ........................................................ Trdifiratr of TantliftFanrr THIS IS T CERTI Ry , That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by---------------------- k4P2--_ - • --------------•---•--------•-----------------•---------------------------.---------------------•-•---•---.-----•--------------•------------------ Installer has been installed in accordance with ze provisions of ':TT y j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..--•: K")-----/__ ..'-Lel _2 dated-------- I/_'_j__I-5?Z _______________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................... .:.. .....- . Inspector............��_?_Z�> ----------•--------------------------•----•-•--------- THE COMMONWEALTH OF MASSACHUSETTS -- "" BOARD OF HEALTH Ceti �l SEE........................ 'Visposaf Morku Tnnitrndivn anti Permissionis hereby granted.............................................................................................................................................. to Construct ( } or Repair,( ) an Individual Sewage Disposal System atNo. .. =/ ... . = ................ =- --------•-•----•-------'---="�--------------------.--------•-•-----•-••------------•------------- Street ff as shown on the application for Di pos `t�orks Construction Permit No._ _ % Dated....... ? -:�f ................................. f Board of Health DATE.....................................-- - �- ----•-------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS a f y BAXTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street • Osterville, Massachusetts 02655 • Tel. (508) 428-9131 WILLIAM C. NYE, P.L.S. - President PETER SULLIVAN, P.E. - Vice President-Engineering RICHARD A. BAXTER, P.L.S. -Vice President October 7 , 1988 Town of Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 Re: Septic System Construction Lots B(86-1235 ) & G(86-1240) -Bay LN, Centerville Members of the Board: This letter is to inform you that construction has been partially completed on Lots B & G, Bay Lane. The following items have been done: 1 . Place septic tanks 2 . Place pump chambers .. 3 . Construct leaching trenches - Lot 13 3 'x3 'x65 ' - Lot G 3 'x3 'x35 ' The following items remain to be completed: 1 . Install pumps, controls and force mains. 2 . Install vents at end of trenches. 3 . Install distribution boxes. 4 . Install tees in septic tanks. Because of all the buried utilities on this site, it is necessary to install these two systems in two steps. , If you have any questions or comments, please do not hesitate to contact this office. Very truly yours; - ­ St hen A. Wilson, *'R:E " Baxter... & Nye.,., SAW/fmj cc: Silvia & Silvia Vince Bros. Const. MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS d� SOIL TEST PIT DATA. om INDICATES INDICATES SEPTIC TANK DETAIL: y r. DISTRIBUTION BOX DETAIL: REVISIONS. PERC. -�- OBSERVED NOT TO SCALE NOT TO SCALE ENO SECTION —_ NO DAT E TEST GROUNDWATER NOTES: I. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, NO. OF OUTLETS: l ��� II 7 1 �' ?4 Re''t,'` TP ' TP TP TP REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. TEES - II! �')-i.J i Ic,,� :5,A 6J TO BE CENTERED UNDER MANHOLE COVER. NOTES) 61 - GRD. EL. GRD. EL. GRD. EL. GIRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING �_ _�_�__ - �� I. DIST. BOX TO WITHSTAND H-10 LOADING GW. EL. GW. EL. GW. EL. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR (t _ TRAVELED WAYS,WHEREIN H-20 LOADING I r I I UNLESS UNDER PAVEMENT DRIVES OR SHALL APPLY- J PRECAST TRAVELED WAYS WHEREIN H-20 LOADING I 3 ' = I I I F SHALL APPLY. DIST --- ---� -- jA,.,; ;R r 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER i I CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE BOX r 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF - I tl l_111=111-111` 11 t, INLET PIPE EXCEEDS 0.08 FT./FT. OR IN 1_ 3r__� VEvr PUMPED SYSTEM. f coVEIR L r~ J 3. FIRST TWO FEET OF PIPE OUT OF DIST GENERAL NOTES: f ' %D � w BOX TO BE LAID LEVEL. SIDE VIEW I. THIS PLAN IS FOR DESIGN AND PLAN VIEW CONSTRUCTION OF THE SEWAGE y� /_.. _ __ !� ;i' °, ;+ �- REMOVEABLE "• ==11 /, /ti �� f cY . . F-.1., ) 4- NORMAL WATER LEVEL - • r_P.V _1 -- COVER _ �- DISPOSAL FACILITY ONLY. �' -- — - -- - --- - - - - - - - - - - - - - - - - - - - -, �r - FILL_ b �LTOOt�E ' I '' ��� �' r- . r � 2 MIN• 2. ALL CONSTRUCTION METHODS AND �— OF p` III Itt L. " MATERIALS SHALL CONFORM TO MASS. WATERTIGHT . 4 P Erb S = .0 0 5-� INLET TEEPROVIDE • PVC D.E.Q.E- TITLE 5 AND LOCAL BOARD w — JOINTS :I I'. !, I► �' OF HEALTH REGULATIONS. PRECAST I,- I 4'-0" MIN. OUTLET - "`�. SEE I I DOUBLE WASHED II 3. L PIPES LOCATED UNDER PAVEMENT I SEPTIC I' LIOUIO DEPTH TEE ' " NOTE 2 ►.I �� I A '1 TANK _ 14 = } r 4 INLET a4 I 1 c , L OR TRAVELED SHALL BE SCHEDULE 470UTLET I = 40 OR EQUAL. I TO �11� 111�111 - 1�= 11=1t1_(II , ,, 'r';onImo' TUL3rJ _� -+"'Erb 1 r AV�1t L ri fir, tz a L — — — — — — — — — — — — — — — — - -� — �L-----A L--------�' (� 3� —� r z. TM1...• nor --- j ;)?t•p,,J�/Arct o:o BOTTOM ON LEVEL STABLE BASE a.o 0.a TOM ON is - -- - _ o ap6.1f'L- a - oo LEVEL STABLE TYPICAL LEACHjNG TRENCH rt att, /r=l/ii� CROSS-SECTION ✓ /�// BASE PLAN VIEW CROSS-SECTION VIEW NOT O SCALE 12 CONSTRUCTION NOTES: DATE:- DATE: DATE: DATE: / N �. 33 ti " `,/ INVERT ELEVATIONS. ALL STRUCTURES SHALL BE DESIGNED ` TO WITHSTAND H-20 LOADING. TEST BY: TEST BY: TEST BY: TEST BY: INVERT AT BUILDING `z WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: ��.'; �.., 3� 3\v-, Y � ' r- INVERT AT SEPTIC TANK0n) 1719 _ ti INVERT AT SEPTIC TANK(out) 16,9 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: MIN./INCH MIN./INCH MIN./INCH MIN./INCH ' �� , --_____ s 3 INVERT AT PUMP CHAMBER(in) G7.4 r� ✓ � ._ - _ INVERT AT PUMP CHAMBER(out) I7,QQ . INVERT AT DIST. BOX(in) DATUM: » _ ,_ y� � •` �� ,, INVERT AT DIST. BOX out VERTICAL DATUM: ! © " �,�V �� INVERT AT BEGINNING OF LEACHING TRENCH11 ' _ BENCH MARK USED: . / s �' __ .- INVERT AT END OF gQ, LEACHING TRENCH ' ELEVATION AT BOTTOM OF LEACHING TRENCH l �',�r U.S.G.S. MAXIMUM GROUND CONSTRUCTION .NOTES � WATER ELEVATION z / a OBSERVED GROUND 1) Septic system leaching facility setback from wetlands 150 ' �;� ` minimum. (See attached site plan) -. WATER ELEVATION 2) Septic tanks to be located a minimum of 10 , from house foundations or retaining walls. - .` Cr n 3) Leaching facilities to be located a minimum of 10 ' from property lines and 20 ' from house foundations or retaining — �' `?"` � "' ••- ? • ` / DESIGN CRITERIA walls . , M ., - UESIGN FLOW: 4) Topographic information shown was taken from a plan by !J 4 - Baxter and Nye, Inc. and does not represent an actual survey /� -'� ' r' '` GENERAL NOTES FOR PUMP SYSTEM i _BEDROOMS AT G.P.B./D - G.P.D. on the ground by Cape Cod Survey. A) PROm,W SYSTEWHEAD CURVE HAS THE F LUMING 0IARAC-TERISrIC:S: — ¢ � 0 (G.P.M) FT 5) Perimeter compiled from Open Space Subdivision Plan record in plan book 402 , page 78 at Barnstable County Registry of ►p�, Io The BSC Group ., Deeds. 'kj'� --- p co ;�'04 REQUIRED SEPTIC TANK: / 2p 9d 01 Driveway easement recorded in plan book 420, page 36 . � ( ..r-. - - 50 d B) THE. SINCE PUPIL IN;IALLED SHALL MEET THE :PLLL)WINCS R}WIREMWrS. � C ,�'f GAL. ,/ •�` / + ' q I CUR F� AT 1NIT)I[nTBF`IhFENE wHIC1PAIM AES THIN THE SYSTEM/HEAD SEPTIC TANK PROVIDED: = GAL. in GPM. a •.r •"• 14 2. BE NON-O'VERLkADING AUM THE ENTIRE PI1MP CURVE. � L tc ''� { 3. BE SINGLE PILASE, 115 VAC. SIZE OF LEACHING FACILITY REQUIRED: Cape Cod Survey Consultants Su�E�.l R J 4. START AND STOP AT 111F ELEVATIONS SHOWN ON THE DRAWIN:;. BARNSTgB�C �'�OF Z / r t 5. THE PUMP AND WY1C)R ARE TO BE HUILT BY THE PUMP MANUFACTVRF:R. TF{F: 1 C(vMMON SHAPC WILL BE STAINLESS STEEL DESIGNED FOR EXTREMELY DESIGN PERC. RATE: - MINJNVCH �� r / 1 DIFFITCULT SEVAGE PUMPING SERVICE. NO SUCTION SCREEN OR GUARD IS COMMISSjpAnON .'�' /ter `'t RE-TIRED. f�-, s,.rt, — _� 3261 Main Street 6. TtiF. MJ-ICN2 SHALL [IF COMPLETELY OIL FILLED AND (7VE;R LOAD PRLTECTED. Route 6A 1 ` �� { � /✓ SINGLE: PHASE MO" SHA A, BE OF 1HE PERMANENT SPLIT CAPACITOR �/ r *?�,'�` - DESIGN THRUST BEARING SHAI.I. [IF, OF TFLF, BALL TYPE AND RADIAL it�t/M�. �-�+� `'rt- X ,o r• _-- r. �,I"' Barnstable Village MA BEARING SIIALL BE SLEFVF. TYPE WITH PERMANENT LUBRICATION. 7. PUMP SIIALL HAVE A MECHANTCAj. SEAL. RITINING IN OIL.-FILLED CIIAMHE14 2n 77 cDi/ . C ,�6 X !.�_ "t_r� �f_ _ 02630 -- PLUS AN EXCI.IISION LIP SEAL, IN FRONT OF MECHANICAL SEAL, IMPELLER SHALL BE TVX) VANED CAST IRON WITH PRE: VNIFS ON fIACK SIDE. 617 362 8133 IMPELLERS SHALL PASS 1 1/2 INCH SPHERICAL SOEID�S. 8. PUMP DISCHARGE SIIAI-L BE 2 INCHES. PUMP `;IIALL RAVE' A SUITABLE HANDLE, OR RING FC)R EASE OF INSTALLATION OR REMCNAL. PUMP !SHALL HAVE THREE. F�7UAII,Y SPACED LEGS, INTERNALLY 'rHRFMED T" RECEIVED PROJECT T I T L E SIZE OF LEACHING FACILITY PROVIDED: 3/4" DIAMEIER I'IIPE, GIVING FLIXIH[LCTY IN [OCA1'ItIG PIMIl' ABOVE \ sarTOM OF BASIN. PUMP SUPPLIED WITH 5- LEGS AS STANDARD. �i �. OCNITOL PANEL' L. ,,L,- SEWAGE DISPOSAL 0 Q / OZ 1. FURNISH AND INSTALL AN ALR'OMA'rlC LIMID LEVEL CCXTI'ROL IN / SYSTEM DESIGN COMBINATION '+�RTM A SIMPLEX PANEL COMPLETE WLTLI PROPERLY SIZED ,. 1 •" \ A A// / / } �f JL CIRCLIT BREAKER WITH ![ANDI.E INTERLOCK 7CJ DOOR, HAND OFF f7� 1 f + I l V AITIOMATIC SWL1C•11 MR PUMP, MALINETIC CONT.4-mR, ULX)R w-siIiTFD ? _� ,` .! I RESET, ALL. PRON;R[.Y RXISED IN A NF.MA 1 ENC[k)SURF., MERCURY FLOOD /// �Q� c` ttv LFtiFL CT)NIRO1, WITH UNBREAYMLE STEEL SHEIl, MERCURY SWI'tCII IN ..- �� k POLYUREf11ANE FOAM. ,' ♦ �. g / Y /�� �n 2. FlIWJISH AND [NSTIiLL c�NF- HIC;�I WATER Af1V7M 'IT) PROVIDE &7TFi AUUIB[.,F. � �� ;..�� !� •'� i��,� AND VISUAL ALARM. ALA" SILENCER RUI'IC)N IS PROVIDED TO SIL.E:N_F. {q t\f lTHE r ej/ /r✓ / \n LEVELURECEDES AIAiM. AND VISUA[. ALARM REMAINS LIGFfTED UNTIL WATER )�Z,4r -,°/ ,7` SIT LOCUS PLAN: f!/�•' '' 1 /� � 1.,. Li , ✓. O . .�.3 v G.v rrJK�ONr✓tla✓A�s'- � - tr .. it G � PROFESSIONAL LAND lJRVEYOR DATE ,® ,' - _ - - �r 40 _ -L/FTi c,vNin/ 1 C�10�r �i / \ LOUt RCta - - Pu t'hN GO,,ITROL Ca,LR p're -F �'� ,+ CovCK CGrJ,JG Gl�4N P.OX " ... ' '?' / / � — (1.)P lm4 TlG h1 T) fp 14 eK-Prof NNN(aE[:S'- 1- /'%• -- - !L /7.00 PREPARED FOR ELAg 74 _ �I PVC rRbni SE�r,c Y.9H/. 7 D / r k OE> T f- TH I, 5 lA ( / A - `"-` ,'7 .ter Pi c+ - t - - RL. r"'r' ,Y�,''I• / L �,,.y; !" /f _��� �/� f, D Fi c L � F-vntP nr I-r i.. 11 4'4 ( G�iC Ki e I.)CLL Y a+1 v ,,,• r� / .0 - D _ Pu v> Orr-I-L_ 13.Z4 PROFESS/ONAL ENGINEER-CI V/L DA TE - a r w r z. 4 - p Lr- -- --- - -i �� Ul �wk } / i � ,. ;'Q d 'o� ' o '7 'b C p„A r o `` , 7 �Y �� DATE / — COMP/DESIGNS�K/ � \' �.+" s � ,. j '�-. ... ..•, ,,..., l'"L/p u.ro c ev6c si,uso,� %7v�� CHECK- PLAN PLAN VIEW PUMP CHAMBER DETAIL_ DRAWN -- 0 /0� A • _ j (Not to scale) FIELD: '\ SCALE: 1 _ 20 , ------- - --- - - � FILE NO --- ----- - -- ,� FEET DWG. NO 17 SHEET JOB NO c.:. r �ii_I I OF I ` Al 4\