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HomeMy WebLinkAbout0321 SCHOOL STREET - Health 321 SCHOOL STREET, COTUIT i I I TOWN OF BARNSTABLE LOCATION SEWAGE # 7 7—)63 VILLAGE Cvf" ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY � 0 LEACHING FACILITY: (type) (size) <i0 X10 w�(y0 `gp •x NO.OF BEDROOMS 9UELDER OR OWNER PERMU DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table-and 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 Fl A I� 33 Gar 3 5, 3'7, E2r o.o 0 No. ...� ,y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for &gool bp$tem Con5tructiun Permit pplication for a Permit to Construct /)Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. `�c_vk00t_. � Owner's Name,Address and Tel.No. Assessor's Map/Parcel �+D+-.r0y., Z-3 f, C_ ur, � _ `ZID �� DA-1a rJ b Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -TV4., 14, �a/7: STEPHEN LT. DOYLE & ASSOC. 42 Canterbury Lane `�����<dh.c � S East Falmouth, MA 02536 Type of Building: e ep one: 508/540-2543 Dwelling No.of Bedrooms Lot Size t. sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow I !AA4- gallons per day. Calculated daily flow ® gallons. Plan Date Ag '1 rq•?� Number of sheets _.. Revision Date Title t i� sbF Lp,),�_ %U 'OASSS+ _;:� t=1�Nt1�s�a�C Size of Septic Tank ®tom Type of S.A.S. Description of Soil t 0►+A��»t�-S �� 7_ IaT 1;Z 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 f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue b t ' Board Signed 0 Date Application Approved by Date _ 7 Application Disapproved or a following reasons Permit No. Date Issued TOWN OF BARNSTABLE 3� 1 ` / LOCATION SEWAG Jtiioy� E'# WIILAGE Cotes ASSESSOR'S MAP&LOT OZ 17 INSTALLER'S NAME&PHONE NO. �a�� A� ff4 SEPtC TANK CAPAC o5 - F EHI ACNG FACILITY: (type) .�� �t�•to✓f (size) `I' NO OF BEDROOMS i BUILDER 0R OWNER pER;NiTTDATE: fS'a l'9 COMPLIANCE DATE: ;Separation Distance Between the: •. Feet ;Maxiium Adjusted Groundwater Table and Bottom of Leaching Facility :.P ►yate Water Supply Well and Leaching Facility (If any wells exist on:site or within 200 feet of leaching facility) Feet ftt' f Wetland and LeachingFacility(If anywetlands existFeet hin 300 feet of leaching facility) :;Fyrnished by i i 7 1 7. O O 0 f r� 1. r e t. s � No. v.°��. - �� � / f, Fee / D - 1 � Lntered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZIpprication for'migoml *Proem Conotruction vermit plication for a Permit to Construct( /Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. —li�Z1 ���OOL. S� Owner's Name,Address and Tel.No. AssessWsMap/Parcel T91 D, 3;01,- 'Z 3lo Crd�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. STEPHEN J. DOYLE & ASSOC. 42 Canterbury Lane : zm-/15 East Falmouth., MA 02rar, Type of Building: Te 1.ephone: 5 0 8/54 0-2 54 3 Dwelling No.of Bedrooms _ Lot Size -zt_ TLsq.ft. Garbage Grinder( ) Other Type of Building No. of Person Showers( ) Cafeteria( ) Other Fixtures Design Flow L- _gallons per day. Calculated daily flow Aico gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank I lfype of S.A.S. 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� th' oard o ompliance has been issued e 1h Signe Date 7:��2� Application Approved byVfY1Date ,i{ - Qi 7 Application Disapproved for-de following reasons v' r - Permit No. Date Issued , ———— ——— —-- —-- =`—"--- THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS i i Certificate of Compliance a THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed.(kc Repaired ( ) Upgraded( ) Abandoned( )by �J_0 6T,- � ) at ., _ t / /' has been constructed in accordance with the provisions of Title 5 and the for Disposal§ystem Construction Permit Nodated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -------------------------------- ------ No. ' Fee—R �- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS wigozal *v5tem Contruction Vermit Permission is hereby granted to Construct t Repair( )Upgrade( )Abando ( )d System located at !r �' 's 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 conditi ns. Provided: Construction must be completed within three years of the date of this Permit. Date: � „2/ - 7 Approved by �a f Town of Barnstable P# e!J C�b D,epartmoit of Health,Safety,and Environmental Services ORIGINAL Yuma Public Health Division Date 367 Main Street,Hyannis MA 02661 BARMABLK ease ArEDM�+"� Date Scheduled , t0 _Zct Time (Z`,30 Fee Pd. \po,00 4 'Soil Suitability AssessmentJoi Sewage Disposal Performed By: 1 r Witnessed By: LOCATION &;GENERAL INFORMATION Location Address 3Z� pp(� st-R� -1 Owner's NameACZI�=S Address OTEPHEN J. BOYLE & A880e. Assessor's Map/Parcel: 'NW? ZO �/�e-i 13G� £ p� Engineer's Name 42 Canterbury Lane NEW CONSTRUCTION REPAIR, Telephone# Telt Falmouth, i54 25 -254343 Land Use Y AGWi Z — t ai��1a1 Slopes(%) Z ` Surface Stones Distances from: Open Water Body Zo D ft Possible Wet Area -WO ft Drinking Water Well ft Drainage Way-�a '-7_1X0ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Ip� - Z ' i5gr uo U `� N OD l/ Parent material(geologic) Qsig il Ck Ak�2A,— Depth to Bedrock \�A. Depth to Groundwater: Standing Water in Hole: \V�_ Weeping from Pit Face Estimated Seasonal High Groundwater G tQ DETE tMINATION FOIZ SEASONAL HIGH�VVATER`I'ABI E _: Method Used (Ln�__a,-. ��t \pc3t �i�Tv"n Depth Observed standing in obs.hole: "�f�- in. Depth to soil mottles: la/R in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment At/,LL ft. Index Well# Reading Date: Index Well level, Adj.factor Adj.Gro nu dwater Level PERCOLATION:TEST pate tD Time F Z 3t7 Observation Hole# _�_ Time at 9" Depth of Perc 3(0!� 3 Time at 6" Start Pre-soak Time @ t Z,s-p (�� Time(9"-6") End Pre-soak -42+. 'OZ :z Rate Min./Inch -L Z. V. Z Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) Original: Pubic Health Division Observation Hole Data To Be Completed on Back Copy: Applicant. { y ;d DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° Gravel) 12>tt 5 DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil ther Surface(in.) �t (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. nitn ° Gravel) g" A 5L , C4 Wt:r.,- . . DEEP OBSERVATION HOLE LOG Hote# :I Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°° ravel . DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel) Flood Insurance Rate Map: `� r � �-�1�—� p-Z Above 500 year flood boundary No_ Yes bl-� Within 500 year boundary No— Yes s Within 100 year flood boundary No_ Yes Depth of Naturals Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? 0 Certification I certify that on ie-ZR-ct� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature `� Date L o—'3D—��o Town of Barnstable P# e!lQk?) Department of Health,Safety,and Environmental Services �� �1►+E, I Public Health Division "'Date Vo �Ll��(o Qn 367 Main Street,Hyannis MA 02601 RARNSTABM Date Scheduled 10 1 zrt—'C' Time (Z',30 Fee Pd. Epp ,pp Soil Suitability Assessment for Sewage Disposal.-.. Performed By: Witnessed By: LOCATION & GENERAL INFORMATION " Location Address 3 Z l 4 .livoi_ `I� Owner's Name ,`�� �LV �,:✓ �`Va Address cAt. I +i� 3fff .. DbStY,E & Aa�t9�. Assessor's Map/Parcel: �p �/�z Cad £ ` Engineer's Name 42 Canterbury Lane East• Falmouth, MA 02536 NEW CONSTRUCTION REPAIR Telephoned Telephone: 508 540-2543 Land Use Y"I z — A,4 Slopes(%) Z�` Surface Stones Distances from: Open Water Body Zc ft Possible Wet Area' Zuu ft Drinking Water Well 'ft Drainage Way_2 zi�n` ft Property Line ft Other ft ' SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t 1, -......�._.....-._.....- `ice l ' 1 I5 V 6 _ Z ' fN t i� t z Parent material(geologic) Q 5u u>:� (lRq�Wit~, Depth to Bedrock t�\�,� Depth to Groundwater: Standing Water in Hole: %/ Weeping from Pit Face Estimated Seasonal High Groundwater 4 ti, .� DETERMIN`AITIONFOR SEASONAL HIGH WATER'TABLE Method Used Depth Observed standing in obs,hole: in. Depth to soil mottles: W/a,- in. Depth to weeping from side of obs.hole: N/ in. Groundwater Adjustment ft. Index Well N Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION.TEST' »ate 2� �Time 1Z`3p Observation �11�ai3t% -Cl>1L�Li� Hole N Z_ _ Time at 9" Depth of Perc Z Lv t 3 Time at 6" Start Pre-soak Time @ l Z t t; (', 5 Time(9"-6") End Pre-soak Rate Min./Inch 'z-, Z Site Suitability Assessment: Sitc Passed V Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-.� Copy: Applicant .. 1 DEEP•013SERVATION HOLE LOG Hole# Depth from Soil Florizon Soil Texture Soil Color Soil ier Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° tt Z 12v" 1, O DEEP OBSERVATION HOLE LOG Hole #' Z Depth from Soil Horizon Soil Texture Soil Color Soil lher Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % v DEEP..OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. ° Gravel) DEEP OBSERVATION HOLE LOG Hole # Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.° I Flood Insurance Rate Map: Above 500 year flood boundary No^ Yes t:l_� Within 500 year boundary No.— Yes Within I00 year flood boundary .No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I certify that on I C>-Z`�—��:� (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15,017. Dite i n-"4r, r.sP.L. • 1 . existing concrete endwall As• , _' J,7 ♦ �:-�:... •- '. .•• lit ,"Hoppers � .• ;, + . 1 �+ Beath. . t l . go-, and .'f a° •..• � i y L....., t, •• _ o�� Lei p°nd r m • „ to 3e w 2 rea -3 -Landing •mean Xst1n9 s t �r� o e ne 40 Wtlllt `` nn�ai hig water 1i • y 3 r •'t ' •• ,�•,,.,^� . - �->�� : .`_�` `r�'� BIu �. gam~ OOStaI•. \� \�\ .c � _ LOCUS MAP SCALE: 1'. 25,000Cj 1` f _ -A. .` -- • La i10 N � y mhb ound�.� i`.��t4 \: 22 v' 110. existing Ir6. dwelling Still ` ZONING DISTRICT RFlip apron SETBACKS: / c o4 e� 2 payed 18s .ft. FRONT — 30' , F, / .•_ a Q� at��B 9 SIDE = 15. ciearcut area REAR — 15' x within,outer OVERLAY DISTRICT: AP e riparian zone �� / ,t`, °Q0 LOT 2 204 sq.ft. a� 36,736 sq.ft. �g2 FLOOD PLAIN: LOCUS LIES IN ZONE "C" �'G /,, •� o J — Y FIRM PANEL 250001 021 D ° REVISED: JULY 2, 1992 O srL • ,` .��'L existing dwelling PROPERTY ADDRESS: 321 SCHOOL STREET 91 ! r COTUIT, MA proposed 1500 / gallon septic tank proposed � dwelling ..................... .• cb found ASSESSORS MAP 20, PRACEL 134 �!. / 0 " GRAPHIC SCALE AND A PORTION OF 108 l proposed d/box / •' � 30 0 15 30 60 140 proposed .� Q arage ao,• ZONING VARIANCE: g1 SECTION 3-1.4(5) BULK REGULATIONS �a� ••. �� / too IN FEET BOARD OF APPEALS DECISION 5/27/96 , %P os ) RECORDED IN BOOK 10242 PAGE 252 i 9S �a / o .g`� 1 inch = 30 ft cb found! ur " DOYL C Corte tcaI B <= r-, k Tr- c� n - sct 1 1r) N0. %5��� ` a 1�81 Ali �' / EL. 30 r• , • � 9W 23971 9�9�✓C ESS��`� ', oF fG t EPA edge of pave 21.71 (t4) SU, /Sf t •� � .°�'•� top of slope = 19.2'(t3} -s; '""` ��,_ w� ►� ���� t3 t0 t4 = 109� / (top of coastal bank) -1,-Zs- vi �•7i EL. 20' n,i;•i; i.r SHEET 1 OF 2 SITE PLAN OF LAND O 3ei' i,,d�' 10 Jed, IN so • 3 1,,, ,r,►►� COTUIT BARNSTABLE, MASS C2 EL. 10 FEMA line el 11.0' , PREPARED FOR 23� 9;"'linl �it ��' % •Stinl l � paint on slope .= 10.4 (t2) CHA.RLES TARDANIC : bottom of bank = 6.4' (t1) ; SCALE: 1" = 30' BASE El:. 00 DATE: MARCH 7, 1997 - . +0 "0+17 D+3 0 5 0+60 STEPHEN J. DOYLE AND .ASSOCIATES SCALE: 1" 10' 42 CANTERBURY LANE, EAST FALMOUTH, MA 02536 TELEPHONE: 508 540 — 2534 GENERAL .,CONSTRUCTION NOTES 1. A WORKMANSHIP AND MATERIALS SHA CONE CONFORM T .E.P. TiTL ALL NSHALL 0 0 D E 5 AND THE :TOWN:OF RULES AND REGU ATtONS FOR PROFILE OF SEWAGE DISPOSAL SYSTEM THE SUBSURFACE DISPOSAL OF SEWAGE. E T N ACCESS PORT OVER TANK ES SHALL B ACCESSIBLE 2. ATLAS ONE CE 4 A TEES E E E NOT TO SCALE WHITH(N SIX INCHES OF FINISH GRADE WITH ANY REMAINWG ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES 0F FINISH GRADE. 3. ALL COMPONENTS 0F THE SANITARY SYSTEM, SHALL BE CAPABLE OF -- - WITHSTANDING H 1.0 LOADING UNLESS THEY ARE UNDER OR .WITHIN 10 TOP FOUND. EL F OF DRIVES OR PARKING H 20 LOADING SHALL BE USED UNDER OR `WITHIN 1 OF DRIVES OR AR ING UNLESS NOTED. 0 P K RI 4. THE •EXCAVATOR CONTRACTOR SHALL VERIFY THE LOCATION OF ALL SITE UTILITIES 'PRIOR TO ANY EXCAVA nON. €� 5. SEWER PIPES SHALL, BE 4 SCHEDULE 40 PVC LAiD A7 0.02 SLOPE. ( t r V T GRADE SHALL BE . . ,�., : . , , , 6. ANY: MASONRY UNITS USED TO BRING COVERS 0 D . . MORTARED IN PLACE. INV. EL Z`9<-6 � WATER TIGHT COVER FLOW LINE M k SLOPE 'OF 0.02 FEET ER FOOT. . , 7. FINISH GRADE SHALL HAVE A MINIMUM P . R;l0 :mI 19 f. . INV. EL. Zg.4 _ 2L y / i • Y . 10' MIN.-74' U DEPTH , curo . y MIN. 6 , ; . . . INV.'EL Z4:� suraP INV. EL z I'_ INV. EL. 2 MIN. 1/8 :TO 1/2 WASHED STONE T SEPTIC C TANK 1500 GALLON PRECAST REINFORCED CONCRETE PT N D CONCRETE €� PRECAST-REINFORCE C TRAT .-, 6 FI L OR , MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) ( ) IN DISTRIBUTION BOX TEES SHALL BE CONSTRUCTED OF SCHEDULE -40 PVC AND _ EFL. DEPTH .. � 3/4 . 1 1/2 WASHED STONE _ U : w A *r. :EXTEND AMINIMUM OF 6 ABOVE THE "FLOW LINE SHALL E N F E SEPTIC TANK AND 13E ON THE CENTERLINE OF THE INSTALL 0 A LEVEL BASE 0 THE TANK .LO LOCATED DIRECTLY UNDER THE CLEAN-OUT MINIMUM ALL THICKNESS 2 SEPTIC TA C M N W HO MAN LE s S.A.S. LONG x MINIMUM INSiDE DIMENSION = 12 ,�...._ .�.NnDE x�_,EFF. DEPTH WITH E`INLET PIPE ELEVATION SHALLBE NO LESS THAN 2 NOR ...� HIGH CAPACITY INFILTRATOR CHAMBERS � INV. EL. 'LB,o MORE THAN 3 ABOVE THE INVERT ELEVATION OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH OUTLET PIPE. OTHER AND AT 2'" MINIMUM BELOW INLET INVERT, N 0 F E DI5TRIBUTIO BOX K N 8E INSTALLED LEVEL AND TRUE TO GRADE THE DISTRIBUTION LINES FROM TH SEPTIC TAN SHALL L.LE SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING ON A :LEVEL STABLE BASE THAT HAS SEEN MECHANICALLY THE`DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. RSTABILITY AND TO PRE T HAS BEEN PLACED TO ENSURE PREVENT INVERT:ADJUSTMENTS SHALL BE MADE BY .FILLING WITH. DURABLE SETTLING . R PERMANENTLY FASTEND TO THE AND NON DEFORMABLE MATERIAL E ARE''OF ' N RECONSTRUCTING THE LINES UNTiL ALL INVERTS w LINE OR SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 . EQUAL ELEVATION. w , V M ` THREE,20 MANHOLES WITH READILY REMOVABLE IMPERMEABLE S OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS .COVER � -. PORTS BEiNG PLACED AT THE CENTER AND OVER THE INLET AND �O v:OUTLET TEES.: tE THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE.; _ 4 -REFERENCE MAP: SOIL OBSERVATION DATA.. DESIGN DATA:: s,• u i� + CAPE COD 8 WATER TABLE CONTOURS _ AND .__. . E r � d STRUCTUR O PUBLIC WATER SUPPLY t{ s T .. PLL4�I5?TES DATE -� DISPOSAL t4 �t a1 t, TYPE NO. BEDROOMS GARBAGE DIS 0 c� r `.WELLHEAD'PROTECTION AREAS B 19 B SEPTEM ER 9 it DESIGN FLOW sa �� SOIL EVALUATOR �t RESOURCES OFFICE r WATER W � Z ENT Mr'. "�,� ,1 coo ►�MlsstoN -, B.O.H. AG � �.� CAPE CO , . �. EXCAVATOR �.L-ro �. '•�.__ h`zrr' 1t4dt PSG 1 c vy i a `;r Z pERC ATE `Z. M►W, tie 4 ,,.� .�✓' `t'1 ��.13 _ SEPTIC TANK 4d© o o, SHEET 2 OF 2 r I k LEACHING FACILITY` x _.1_ Sc 3 � fir/ +'�, N O .. i^�•\L,Fri �7 \� �}„�e__ A t7_ C t _ LA� 5t i.+r� r v,1 b �.� �U i�� i a �. A � i tZ 3 G� ,� 1 k�er, , , s , ovrzS b �fl R t'o 1_. SL _ .,.. , SCALE. . SSHOWN '( 7 'R y Y � . e. G la. t 1F _ STEPHEN J. pOYLE AND ASSOCIATES 1r 4 AN RBURY LANE FALMOU MA. 02536 s 2 C TE ZH N S' 40-2534 fZo TELEPHO E 50 5