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HomeMy WebLinkAbout0050 WARREN STREET - Health Aarren Street OstervilleZ,Ma'+' A = '139. 067 --00 2 M b O k I, kl 4. I " TOWN OF BARNSTABLE Of 1 �a610� LOC TION (JAY ") VY ► - SEWAGE #L-OO( ^�oU VILLAGE IrV I CL ASSESSOR'S MAP & LOTI INSTALLER'S NAME&PHONE NO. 11 V I la ► I SEPTIC TANK CAMP RY I / � J LEACHING FACELITY: (ty Z H IcV si e) NO.OF BEDROOMS BUILDER OR OWNER 1 1 V I'd 1 V1 s PERMTTDATE: COMPLIANCE DATE: qZZ 2 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 leaching facility) Feet Furnished by �L) �-C H � 4 O d aG 14 -�. 2.- SZ 3 -- I CC - �O - 2 -7 Fee No.A 001 0 I Z/� _ THE COMMONWEALTH OF MASSAC2 S ?Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppItcatton for Otopozat *p9temc (Conotructton Fermat Application for a Permit%,Vnstruct(X)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. 6'��RQ� / `Sr Owner's Name,Address and Tel.No. GsT u•e-c-c ./ —ow-4 PFL'.e ..e to.ss, Mu sT Assessor's Map/Parcel 6/9 rttAi.� S'T L1T�RU/GG� (�74g i POW77ON OF M,4,0 /J.9 ee 7 Fo s C5'p 8 -pyj, /WZ Installer's Name,Address,and Tel.No. 00 Designer's Name,Address and Tel.No. , y �,1�"d o_,vSYJ4;3�,oeA#- OZro3O SO r 17725— 04F_? Type of Building: W scSer PG Dwelling No.of Bedrooms 3 Lot Size 3' 947 V sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //® 06 a ZZW�o� gallons per day. Calculated daily flow 3 o gallons. Plan Date 9/s fie/ Number of sheets / Revision Date Title 3rta s�c2F,aOc �)�t s-� ��spas�t-e ,��s�G� Size of Septic Tank /3Gra Z2 / Type of S.A.S. °E/"�/� c.�arrtr36;aS Description of Soil; cA41 FOQ NatV 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 e ' operation until a Certifi- cate of Compliance has been issu V)y1hiLBoard of Heal - 4 Signed at Application Approved by p Date Application Disapproved for the following reason Permit No. Date Issued ] sM q�' + Entered in computer: TH COMM0NIN�ALTH OFIVASSACHUSE I/ Yes 'yN FUBLIC HEATH DIVISION -TOWN OF BARNSTABLE,. MASSACHUSETTSI r' - Z(pplicatton for Mopool *pgtem Congtruction Permit. Application for a Permit toy f nstruct(X)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No Owner's Name,Address and Tel.No. CGsre�/,qu•c C. C r Assessor's Map/Parcel W&Ws7' /'W770AI cl C WAIP' /3"9 ee r CV-7- *w 8. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AV rn0 oy 5�b y•(�� UU' i4c±iVST�4TscF"A# OZro30 Type of Building: saz- Pc ak .sue?'L 11&& /,X�.d M Dwelling . No.of Bedrooms 3 Lot Size 3"9971 si sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow //o Pc=R 32)2s44 gallons per day. Calculated daily flow 3,30 gallons. Plan Date Number of sheets / Revision Date Title Sua su2F,40r- 5�W g C-C= d/s��spa c a��Gct Size of Septic Tank /3ao 7.4 Type of S.A.S. $6;!':S Description of Soil c0a- /-'z y Naturet o�Repairs or Alterations(Answer when applicable) 0 (� ( 4 i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the operation until a Certifi- cate of Compliance has been issu yh i loard of H11ealt . t Signed �f I ate ttJ'. 42, Application Approved by `d r Date 11� / ' r �. Application Disapproved for the following reason Permit No. v Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired( )Upgraded( ) Abandoned( )by ?L'64 &Ow-­61&Z 7,6zeS;' at `/y� �Jp2�Eti 37% hasb constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N . dated Installer Designer A, M 0.// Asso e The issuance this ermit shall not be construed as a guarantee that the syst i11.f nction as e g d. Date Z m Inspector W. t i �•► �_�- No. —.---- - - Fee THE THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS ligogar *pgtem Congtruction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at 5�S/a3 !✓a.�lrl E�!/ S?" ©s%c�slr cG E and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: ? ! U Approved by • jBTSTABLE h �/� n LOCATION 8 WI '60 / SEWAGE #LIJIJ VILLAGE c ASSESSOR'S & LOT - Q6� INSTALLER'S NAME&PHONE NO. • V I i n 10 SEPTIC TANK 3CA�P$CITY LEACHING FACILITY: (ty Z sj e) NO.OF BEDROOMS BUILDER OR OWNER , I Vid.,Lsil V i 0,ks� S PERMIIDAT'E: COMPLIANCE DATE: ZZ 62 j 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 leaching facility) Feet Furnished by �AaA4-F- re ON I- 1?vILc H i i - 14 � • �����+ Orr� ��t. - b$ ` N: y odic! W�dya 00/ 0 r ' c 0�e � C e' v•°0ar4� °W t-��' b0eoo 1 e Pdao, FULL CAPE NORTHSIDE DESIGN Spacious front to back living room with fireplace dining room DISTIlVC1IVB H07fB DESIGNS and kitchen with breakfast area overlooking patio family room with cathedral ceiling and f ireplace opens to patio through atrium 14.1 Main SL. Yarmouth Port, MA 02675 door « first floor laundry and bath i' master bedroom suite with vaulted ceiling,half round window.walk-in closet. private bath and PLAN SHOP #1157 deck can 6e used with and; of our detached garage plans or attached to the house via 6ree-ewev to family room. (:ee rever5e fer renJerin;) IF A&Z Yffi cu 7 FAMILY R0�11 n - �Q VU&M C41K . Z C i0.A- � _--_ WrAffAss.- o - - 4 MMC ROOM 9EDRQQM 12 awRc � MUM FIRST FLOOR PLAN SECOND FLOOR PLAN N O Its: I ` ( , �) IC(?VISIOCIS HOLE lNt.�T do OUTLET COVERS 70 6E __.Z'_2 1�� '.__ TEST 0 L E 1 TEST HOLE 2 f3R000F17 TO OF FINISH GRADE. j .z, �_ AXT � � 1. CONCRETE - 5000 PSI MIN. � I� ,�� - ~�--� Fast i �^l3 E . & NYr INC, BAXTER & NYE INC, }} p -.._ A" A STRENGTH 0 28 DAYS E ? 1 HOUSE I! 6" 1 3 CY_ H US:.. F00'PRINT 3/18/99 3/18/99 F. to o I i coy 6" N \ I . 2. STEEL REINFORCEMENT - #P-9368 /P-9368 :.:.• �r" .�: S E ;:••::.: ;:;.::.: . . • ...-. ,:.. ...:. :. T' ,:• ':t:•:.:.:r7C '. ' ASTM A-615, GRADE 60 I I 24" DIA. MANHOLE COVER 1 ELEV. - 18.5' v :..� s" FLOW-7oP OF T TVP �• MCOVER \ y \ � \ ! ?/21/02 HOU r00I� >r�>N-f ELE . 26,9 " W 3. TO STEE 1 IN. L M �> i 2/25/02 IIOI.ISi:_ FOOT'P;�(NT : 0 3" ZAt3CL FILTER - 9 B�.J z�00) L)ows�s / / GRADING s OUTLET TEE w/ex7e sfON '� , I 1 lI ( I I PLAN VIEW \ a n ip INLET i AP SANDY LOAM lOYR 2/2 AP SANDY LOAM 10YR 5f1 :r TEE LIQUID DEPTH I \ Phinnay MIN. 3/4" TO 1-1/2"STONE Fao ; Y I II YP DIA. KNOCKOUT 5" DIA. KNOCKOUT i 3 .. -5" � T 7" T YP PRECAST CONCRETE SEPTIC TAN"; BOTTOM LEVEL STA$L C3A5fa \\ REINFORCED WITH STEEL " 2„ I ` I I .•.•. B SANDY LOAM 10YR 4/6 .•. B SANDY LOAM 10YR 5/6 PLAN VIEW CROSS SECTION VIEW , 1 ) ! r s d C?ystal NOTES 3 INLET AND OUTLET TEES TO BE CAST + + OR SCHEDULE 40 PVC. O Q 1 -3 TEES TO BE CENTERED UNDER MANHOLE COVERS, -6" -20" 1) SEPTIC TANK TO WITHSTAND H-10 LOADING � LOCUS Lake i � UNLESS UNDER PAVEMENT DRIVES, OR TRAVELED V WAYS, WHERE BY H-20 LOADING-":HALL APPLY, C717 V 2) ALL PIPE CONNECTIONS AND CONCRETE CON- NO. OF GALLONS: 1500 Q C MEDIUM SAND 10YR. 7/4 © STRUCTION TO BE WATERTIGHT. I SECTION A-A SECTION B-B - SEPTIC TANK DETAIL DISTRIBUTION BOX DETAIL �;I C MEDIUM SAND 10YR. 6 U 0 /6 i / 0e, V -60" PERc TEST Q NOT TO SCALE NOT TO SCALE DB-5 W/ BAFFLE 0 I _ - I V INLET & OUTLET COVERS TO BE BROUGHT TO V MIN . WITHIN 6" OF FINISH GRADE --FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AREA L-12 S=2f 1 .0 MI 19.8' MAX 7 .:'.. 4.. PVC scH. 40 (TYP.) "T: ::. ,: FIRST TWO FEET TO 16,8.3' ' L_ �_�`.._ �J `_) I V I / 1 f � -120" NO WATER (ELEV,=$.5") -120" NO WATER (ELEV, 16.9') BE LAID LEVEL PERC RATE <2 MIN/IN ;'` 17.0' J Le - - 16.5' 16.33' ACHING: 2 sor,GAL. CNAu9£RS i E NO I S(�ALE wITH A"STORE AROUND N A 18.0' 15Q0 GAL: 16,0' �.....�._ �"=. SEPTC TANK ;::' 16.75' 1a.0' ! MAP 139, PARCEL 67 j FOUNDATION ZT0 BE INSTALLED ON A SYSTEM PROFILE I{.' ! r r ___ 04. LEVEL & STABLE BASE. N T TEST PIT #1 8.5 DESIGN ANALYSIS � ��� DE 1'��� 0 TO SCALD ( ; - A�1 it. - - - --_ -- - -� -_ - DESIGN FLOW: [ � I� ' Zone . RF1 - u� I�! 3 BR x 110 GPD/BR=330 GPp � _._.... All 1'10' •1t � MINIMUM AREA 43,E>60 S.F. SEPTIC TANK, REQUIREMENTS: ' MINIMUM FRONTAGE 2 0' / NiF. E � ._____.____._ MARIL YN C. W/LBURN & PHILIP L. CHASE MARiL YN C. W/LB(iRN & PHILIP L. CHASE BRUCE- S' 01_0 �I 2 pA x 330 GPD OR a ! SETBACKS: 0 - F- ro *ect Title j! d f x18.4 ! I 150 _GAL_. MIN. FRONT: 30' I SIDE: 15 I REAR: 15' x2 .3 1 „i PRIMARY LEACHING FACILITY / �" � ss��7 o8 w goo.oo' -. x18,1 ; I LOT WIDTH: 125' // 22 ' -, r / I REQUIREMENTS: x 2n 3 / q-4-A �_ 0 4 4 _ - E f 1 /lY I -> ' l ((25 0' x 12,83')� 2x(25.0' 12Y83') x 2)_ L _ l� `�l S. F. C 7 1 x0.74 GAL/ FT 2 - DA' - 349 GPD ;9 Over-lay D i t r c : / 9, S. F. i L __ _.�..__ 9 G r ..Acres // �' AP - AQUIFER PROTECTION DISTRICT / ,' 0. 2, `, Acres AS SHOWN ON PLAN EN':'ITLED // / LEACHING FACILITY PROVIDED I "REVISED GROUNDWerTER .PROTECTION / 2_500 GAL. LEACHING CHAMBERS OVERLAY DISTRICTS' - APRIL, 1993 / --- 1 17.5' SCREENED , I % fl I x19.24V�4STQNE AROUND RESERVE 2'Hx2.67'Wx66`L-330 GPD PORCH ; , I F I /-- _-ood Zon � : C _ �Q8' ,� 2,.��1. _ �-' 1 , TPl - / COMMUNITY PANEL t'C . LIMIT OF 5 x' ELEV.=18.5 N (�'TES �y • f EMOV r _ _ :.�N4�.�:.; ^,r I ','AJI`.� "'+.i r-D 1`,� 4 AUG. 19, 1985 I _ _ t (SEE NOT .; h �. METHODS`" AND MATERIALS SHALL ALI i_ONL-OR�r, i t� TITLE V OF THE STATE ENVIRONIMEN=AL (-()�)E AND ( II TOWN OF BARN STABLE RULES AND REGUL.A1rIONS. 1 a GARAGE PROPOSED 15.0 _ � I. E m b a ym e n t ,� o n t r i b u t i o n x21.4 � ON SLAB I 3 BEDROOM DWELLING v a 2. GROUT TO BE USED AT ALL POIN I WHERE PIPES I �� ENTER OR LEAVE ALL., CONCRETE. STRUCTURES IN i Zone : I !I \`� ORDER TO PROVIDE A WATERTIGHT SEAL_. NOT WITHIN ZONE. I TOP OF FND.-22.0 j III 3. ALL SHIPL.AP JOINTS IN SEPTIC TANK SHALT_ BE NSF I SEALED WITH NEOPRENE GASKETS OR ASPHALT Prepared For i c OLIVE_- FIELD CEMENT TO PROVIDE A WATERTIGHT SEAL. I ELEV. 21 .J II I OWOV :,„ Reference : ' d'l 4. PRECAST CONCRETE SEPTIC TANK, DISTRIBUTION PECK NOMINEE. TRU aT e� z7 k - 7�'2 ! BOX AND LEACHING FACILITY TO WITHSTAND H-10 218 AL_ I"AMON1 AVENUE "SITE PLAN OF EXISTING CONDITIONS AT 44 __ w'� LOADING UNLESS UNDER PAVEMENT, DRIVES OR r TAF.RYTOWN, NEW 'YOF�I': 10591 \ o `j�'` I,( TRAVELLED WAYS WHEREIN H-20 LOADING SHALL_ _ APPLY. WARREN STREET IN (OSTERVILLE) BARNSTABLE, ^ <>'` WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & B MASS", FOR PECK NOMINEE TRUST, PREPARED �' < P Y BY BAXTER & NYE DATED FEB. 8, 1999. v 0.5 _ I 19.5 < PORCH 5. ALL 4" PVC PIPES IN THE SYSTEM SHALL BE I_ _ 21,6' 4i j SCHEDULE 40, 3261 Mein Str�etl HORIZONS) TO BE REMOVED AND REPLACED WITH SOIL . . __ .x / ( I _ 13orrtStt7bI9, ?AA CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC < x _ / � N I 6. WASHED CRUSHED STONE SHALL FREE OF ALL %" 02630 MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS "PLAN OF LAND LOCATED IN OSTERVILLE OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL A N T i / DIRT, DUST AND FINES. EXlST1 GB 1LDING '�) / < I L 1�7 (B R S ABLE), MA. PREPARED FOR PECK I SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A (TO E R ZED) a < NOMINEE TRUST", P�:EPAF�ED 3Y YANKEE 1.. / SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED cV / l 7. AT ALL POINTS OF INTERSECTION OF WATER LINES SURVEY CONSULTANTS, R'=VISED DATE OF MAY ` I-. D£. K / ~. l �` `�' ..''. " 1 ON A REPRESENTATIVE SAMPLE OF THE FILL. UP TO 45% BY WEIGHT I - ( I.(/O. E %:. 0 / 20 o I t,l AND SEWER LINES, BOTH PIPES SHALL BE CON-- ON , 2001 . RAZ D � I STRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. / I , o ' SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF 1 < / QCn I BE PRESSURE TESTED TO ASSURE WATERTIGH rNESS. A.t WjISQl1 ASSQCIUtE'S Inc. THE FILL SAMPLE PASSING, THE #4 SIEVE, SUCH ANALYSES MUST � < I / �n� I I DEMONSTRATE THAT THE MATERIAL MEETS EACH OF DEED BOOK 1 1026 PAGE 324. 10' MIN. 10' IN. �S < /77 '� I 8. SEPTIC TANK, DISTRIBUTION BOX, E FC. SI TALL. BE THE FOLLOWING SPECIFICATIONS: // < 1� j uj MANUFACTURED BY ROTONDO OR AN EQUIVALENT ___ ._ 508n`375 0321 P.AX• 375 032L3_-�_._ FF 1 . � 1 U c� I - { MANUFACTURER. - ___... I I S O O O I 91, Drawing Tilde I EFFECTIVE % THAT MUST I . SIEVE SIZE PARTICLE SIZE PASS SIEVE (� < I� 1 yR 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING 1� 4 4.75 MM 100% Owner er A ,,- I ICan t . I f` 50 0.30 MM 10% - 100% / F" / ;> < x177 �, I AREA AND BACL<FILL WITH MATERIAL_ AS DESCRIBED 100 0.15 MM 0% - 20% PECK NOMINEE TRUST I•: I _< j ' a tl ON PLAN. # 200 0.075 MM 0% - % / - - - _ � - - - - - - - - - - - - - - _ _.._. ._. - I 5 I I`• 1 i 218 ALTAMONT AVENUE �> 2 H x 2.67' x 66 L RESERVE I - - x»T A f _ ��� _ - - 18 ` Ii I' TARRYTOWN, NEW YORK 10591 ' x1 _._ - _ - - - - - - - - --t �, / < - , 10,HCAVY EQUIPMENT SHALL NOT BE ALLOWED TO !; s / < 1/ OPERATE OVER THE LIMITS OF THE ,`SEWAGE DIS- POSAL SYSTEMS DURING THE COURSE OF CON-- /� /// �' SHELL /< /! 17.8 \ STRUCTION OF THE SYSTEMS- ~ / l , INVERT ELEVATIONS es . < DRIv 0-// (", -_ / / I� 11. NO FIELD MODIFICATIONS TO THE SEWAGE` DISPOSAL 1. PROPERTY LINES SHOWN HEREON WERE COMPILED - / _ , 6, D„ _ ! SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN _ 1 : J f `' ' / 0' --- APPROVAL OF THE ENGINEER AND THE LOCAL_ �f W C�l` C FROM PLAN OF RECORD AND DO NOT REPRESENT AN / / _--- - - 19. ` _/ ��-172 --*� ___ wl BOARD OF HEALTH. 4 ' INVERT AT BUILDING 18'0 ACTUAL SURVEY ON T`-!E GROUND. � E GE OF PAt/ ENT / -_ I Y LIMIT OF 5' 17.7 --- BENCHMARK 17.3 4" INVERT AT 1500 GAL. TANK (IN) 17,0' 2. EXISTING SITE CONDITIONS SHOWN HEREON WERE ; REMOVAL / 174 - GRATE 12.THIS SYSTEM SHALL BE INSPECTED AS REQUIRED BY �� ri_ / / TITLE V. __7 L4•, 7 C_..1 „ COMPILED. FROM PLAN Or RE�.�ORD AND DO NOT , (SEE NOTE) - / EI / " 4 INVERT AT 1500 GAL. TANK (OUT) 16,75' REPRESENT AN ACTUAL �URV�EY ON THE GROUND. I 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY i V �J A R R / (PUBLIC W4 Y - 40' WIDE) S T R E E T I TITLE V AND AN AS-BUILT PLAN �1 � 4 INVERT AT DIST. BOX (IN) 16.5' 3. ELEVATIONS ARE BASED ON N.G.V.D. / / �1 � I OF THE SYSTEM MUST BE OBTAINED BY THE CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. 4" INVERT AT DIST. BOX (OUT) 16.33' 4. LOCATIONS OF UTILITIES SHOWN HEREON ARE i APPROXIMATE ONLY AND ARE TO BE VERIFIED IN THE xx / // 1 14.THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE INVERTS AT LEACHING FACILITY: ��/ 188 ' DISPOSAL UNIT. FIELD. / 4" INVERT AT BEG. _ --- . _ .__ .._. 19.8 19.7 __.._ / 17.8 LEACHING FACILITY 16,0' x- --- i/TM ~� '-' -~-- --- _x 174 15,ALL UNDERGROUND UTILITIES SHOWN WERE GOM- / _ SEE CHAPTER 3'70, _ PILED ACCORDING TO AVAIL_ABi_E RE CORD PLANS 4" INVERT AT END , AND ARE APPROXIMATE ONLY. ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. LEACHING FACILITY N/A �/ Ra171 `� WE ASSUME NO RESPONSIBILITY FOR DAMAGES ELEVATION AT BOTTOM / INACCURATELY SHOWN. THE APPROPRIATE PUBLIC ~Dc1te^-_ ~' -200'i� ^,��---______ INCURRED AS A RESULT OF UTILITIES OMMITTFD OR �I OF LEACHING FACILITY 14.0' // "` ENGINEERING DEPARTMENT SHALL_ BE CONTACTED AS Sept,� � Drawing No. I Scale: 1"= 10' WELL AS DIG SAFE (PH. NUMBER 1-800-322--4i44) D�lsi A.M.W. / OBSERVED GROUND WATER ELEVATION (MOTTLES) 8.5 _ _� _�� Check A_M.W. " 0 5 10 15 20 , 25 FEET TP 1 Drawn J.V,B. Job, No. 2.0601.3 -- .. _ ------ Last Rev. 2 '._ 02 of <�