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SEP-000760-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 st Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000760-2016 Date Issued: Thursday,November 3, 2016 This is to certify that work requested to be done as shown by Permit Number SEP-000760-2016 has been completed. Tax Map Number: 302.18-2-21 Location: 5 RIPLEY PL Owner: Patrick McGarr Applicant: IBS Septic This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the j property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000760-2016 Tax Map No: 302.18-2-21 Permission is hereby granted to: IBS Septic For property located at: 5 RIPLEY PL In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: Patrick McGarr Septic Disposal-Residential $0.00 Owner Address: 5 Ripley PL Total Value $0.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,November 2,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbfl�the ex[J�'/ado/g/date.) Dated at the Town o ueensb (� /JWe November 2,2016 SIGNED BY: (�V JK V for the Town of Queensbury. Director of Building&Code Enforcement �QV 1 2016 -q-60 ./2(CmRevised 4/14/2010 OFFICE USE ONLY T Vin Vii' :`c ` "LZ Z SLIV) 00 TAX MAP NO. �PEfYlGt44`�151r#. .. ' P RMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUAN%FVALIDERMIT. T JOWNER ✓ INSTALLER: �/I� I f /qADDRESL• ,ADDRESS:-] f_oCw-'P(r v�(, oweP ) • Uzi-e.or56Ar1 PHONE NOS. -7 114-1PHONE NOS. I LOCATION OF INSTALLATION: RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT BEDROOMS X Gallons r bedroom = TOTAL DAILY FLOW •, GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLATROL lirLAM G STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND � CLAY OTHER ✓ GROUNDWATER AT WHAT DEPTH? ✓ BEDROCKIIMPERVIOUS MATERIAL: AT WHAT EPTHFor DOMESTICWATERSUPLY: MUNICIPAL WELL well:water supply from any septic system absorption is: it ✓ PERCOLATION TEST: RATE IS PER MINUTE PER INCH[mpi] (Test to be eted by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). j( �1 TANK SIZE: �Q�GA�L(5N(kAIN)SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whidpool tub. SYSTEM : y L SYSTEM FIELD(WITH NO.2 STONE) Total length R Each trench -T ❑SEEPA(9E PIT(S)(WITH NO.3 STONE) How many? S¢e? O ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? uk. Tank size?ILL Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 13629 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the reoulationd with respect to this application and agree to abide by and all quirements of the Town of Queensbury QUESTIONS? CALL 761$256 OR EMAIL Sanita D' a Ordinance. I r codes(ftueensbumnet tV VISIT OUR WEBSITE FOR MORE INFORMATION Signatu11(of f Responsible ate www.queensbury.net To Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 { 302.18-2-21 - ' SSP-000760-2016 t^ � McGarr, Patrick I z 5 Ripley Place Septic Alte • Residential Se _. p ration f r GRADING NOTES Rg GENERAL NOTES G OR GRUBBING OF THE SITE IS INITIATED AND` DURING ' I a�� ,. BEFORE ANY CLEARING � - TRAPS SHALL BE;CONSTRUCTED IN ALL STORM INFORMATION SHOWN ON .THIS DRAWING IS TAKEN FROM WARREN :..COUNTY EARTHWORK PHASES, SEDIMENT I •• „' _ „ TAX MAP ND NOT FROM ACTUAL TOPOGRAPHIC SURVEY.I FOORMATION' .s t ,..rj:. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE .CONTRACTOR FOR LEGEN D s .... I FAILURES OR CLOGGING. ANY FAILURE;OR...CLOGGING SHALL BE-IMMEDIATELY; CORRECTED,- 1I l' ,. a 1. t' s, ---- - PROP LINE . RECO�1P,tF�JD f11.T- ACCESS PROPERTY W R GLEMJOUT OPENINGS r .,.. b AS SOON AS 1S REASON „ O 1C BARE-EARTH AREAS SHALL BE SEEDED AND MULCHE A _ _., Al F'IT LIMA ALL BARE EAR � ------- LINE 10 S _ ,, ,: U PROPERTY E ..._ .<. �, BE RAISED TO 6 ®FLOW :, �, ., FINISH tl GRATJE _ 0 PREVENT EROSION AND EVERY BARE EARTH AREA SHALL BE . .r If h� ABLY POSSIBLE T R , T,.��u FINISH GRADE. . < TEMPORARY RAPIDLY "GROWING `COVER SEEDED AND MULCHED BY OCTOBER 1ST. . —� _E i x., CROPS SUCH AS RYE (;BASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E E UNDERGROUND ELECTRIC SERVICE E .. - c ,., —ss—ss No. DESCRIPTION DATE ss,- ss `.. SANITARY SEWER N 'r ti DTIC"PLOT PL ;. , �aE CTS OBJE 1N x SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT C07 . LL REVISIONS u --u —u u WATE SER ICE QR OP,SERV TC R V HAVE SEEtd - LACES, E �fT7T TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER ; TREYS, V ,. tc;H AS HOUSES WELLS, "Il - .. .. GRASSES 'OR WHERE .FILL. AREAS ARE EXTENSIVE. - � AVE.T'ERS©NALLY E P EDGE OF PAV , N TO I' QGUT�ENT.l TI O 3 zr / ATO 'IORTNONTt15D1 GR .,_ 4cPSUF '' ANGE SE �� ,` NEW:SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING`OR .NETTING i, tr c7 S W r; U UID LEVEL A E N -- C1 _ OVER "SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND D Ml CONCRETE OR STONE N, SLOPE f a - UU � 3 ----- HESS ALL BE `SEEDED WITH REED-CANARY GRASS FOR FOUR 4 " :F .I ,, r - MARKER ABOVE ALL UNLINED DITCHES H O , /4 PEI? FOor MIN. SEWAGE DISPOSAL SYSTE NOTES W0Z SLOPE" BURIED COVERS FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE,` AT A RATE OF 25 k a x fr. 1 8 PER/ CR f O 1 (- z - � 0T UNDS PER ACRE. AFTER JUNE ALL SEEDING SHAL.L::ALSO BE IMMEDIATELY,MULCHED. r � i J D RECOMMENDED. PO THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING o t✓ z ' �FCAUt s SEPTIC TANK- CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE o Q z BY FORT ti91LLER OR IT�LE C OU TLC T ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW.YORK STATE W TOWN BUILDING INSPECTOR. F- W EQUAL BAFFLES GUIDELINES FOR URBAN EROSION & SEUIMENT CONTROL. � — a Z o n. >f " W o t' w �, INLET BAFFLE 12 MIN. OVER OVER DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS a N C' ALL STRUCTURES FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHALL COMPLY WI rH'THE LATEST EDITIONS OF THE NEW YORK STATE ',- ALL �- ¢ _ # ' G' #1 DISTRIBUTION BOX SWALES AND DITCHES. DEPARTMENT OF F�yEALTH WASTEWATER TREATMENT STANDARDS- INDIVIDUAL � � o cr BY_ FORT MILLER OR - HOUSEHOLD SYSTEMS APPENDIX 75-A. 3 z o EQUAL w _ _ SEPTIC SYSTEM DESIGN I Luo �z f r�tIPJIt�IUtiI 2xIiTJ TI I - FROM SEPTIC 4° PVC M SEPTIC TANK TU ESE SE r ON A LAYER OF COMPACTED PEA STONE.OR WASHED J N o MAXIMUM 4x WIDTH TANK DESIGN FLOW - EXIST. 3 BEDROOM HOUSE WITH NEW STANDARD WATER GRAVEL. �� _ W (r` a zF SAVING FIXTURES AT 110 gpd PER BEDROOM 330 9Pd " N N N o o = o k cv °�g8 ALL OUTLET INVERTS SEPTIC TANK TO HAVE SCH 40 PVC T" AT INLET AND OUTLET. � = 000 F w W o oo °Op°`�'° TO BE SET AT _ - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE i' s r o z ~ ;' " o 0o SEPTIC TANK 1,000 gal TANK REQUIRED- REUSE EXISTING �a PROVIDE 3 .SAND OR � o PEA " " � � �I r z o �' —J EXACTLY THE SAME - OUTLET 14 BELLOW FLOW LINE, o Q a . PEA GRAVEL UNDER TANK 6 ABOVE FLOW LINE t1) Z "'`_ > > Z I GRAVEL ELEVATION. ABSORPTION FIELD - 2 TO 5 MIN. PERC. RATE - APPLICATION RATE 3" AIR SPACE ABI�VL "T" TO TOP OF TANK ¢o 0 V, F _ ! USE OF SPEED LEVELERS - LO- r ( 1.0 'gal/day/sq. ft. - 330�gpd DIVIDED BY 1.0 gal/day/sq. ft. _ ,j , SEPTI I A N K DETAIL REQUIRED) 330 s . ft. OF TRENCH REQ D AT 2 WIDTH PER LATERAL. USE 4 LATERALS NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE U �� o �, Q, _ ~ a o AT 45'1 = 360 sq. ft. OF APPLICATION AREA. CONNECTED TO T1-EE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE,` WATER _ +c°, M m o a E '- SOFTENER, SPAS, 'OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. cr w r a w 0 12 r: DISTRIBUTION B X k 1. ALL UNITS SHALL COMPLY WITH T{-IE REQUIREMENTS OF 'THE NEW YORK I c p n THERE SHALL BE IJU CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE N.T.S. TEST PIT I N I- ®1 t M A TI V N CLASSIFIED BODY OF WATER. AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE TEST PIT INFORMATION TAKEN - 27 SEPT 2016 BY HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM , 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE SLOPE 1/4" PER Fi00T. SEPTIC TANK TO DISTRIBUTION BOX: 4"� PVC SDR 26 WITH MANUFACTURERS GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD:'" RECOMMENDATIONS, TRADE ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS „ ; " ASSOCIATION PUBLISHED z 4 0 PERFORATED I LASTIC PIPE MAXIMUM SLOPE 1/16 PER FOOT. CAP ALL ENDS. F . IRECOMMENDATIONS AND , f NECESSARY TO ACHIEVE A STABLE FOUNDATION. I _ TP 1 THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL"!TO GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK CONSTRUCTION DESIGNED FOR FI-20 '�I IEEL LOADING. MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK` AND SEWAGE,;BACKUP INTO PRACTICES. 0-7 TOPSOIL THE HOME AND/OIZ SEWAGE OVERFLOW ONTO THE GROUND SURFACE.` FAILURE TO z NOTES: �i 7-16" MEDIUM BROWN SAND PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN `CLOGGING OF SOIL' ' DO NOT INSTALL TRENCH IN WET SOIL 16-34M LIGHT BROWN COURSE SAND SURROUNDING THEM ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY 34-48 DARK BROWN LOAMY PRESUMED ORIGINAL TOPSOIL THE SEPTIC TANK. 48-66" REDDISH BROWN LOAMY SAND RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. I THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR I 3fi r ; ROOTS TO 60" THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS ,n END OF ALL DISTRIBUTOR PIPES MUST BE NO GROUND WATER MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF CLl ' PLUGGED UNLESS INTERCONNECTED. HEALTH, TOWN OF COLONIE AND REDESIGN OF THE SUBSURFACE DISPOSAL,SYSTEM. _' - NO MOTTLING LINE OBSERVED THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES :CERTIFICATION FOR +' " SLOPE DISTRIBUTOR PIPE @ 1/16"-1/32" PER FT. FUTURE EXPANSIUI'd OR REPLACEMENT. `� /ten r N P E R G O L A-nON N TEST INFORMATION DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED T0: j LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW, RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. .d. ;I TEST PIT INFORMATION TAKEN - 27 SEPT 2016 BY �-+ - - _ S LL ARCHITECTURE ETHAN P. HALL RUCIN KI HA SEPTIC TANK :`SHALL BE INSPECTED ANNUALLY TO DETER 1 E SCUM ND N C�► ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. . THE t AMOUNT OF BUILD-UP MUTED AT EACH IrJS N A PECT10N SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE 'PUMPED WHENEVER THE 4.> P I��� BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF `THE BOTTOM OF THE OUTtEI y'I ' 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. BAFFLE OR SANITARY "T".'THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN, SERIES.-:: MOST TANKS . 1st TEST 0'-48" 4th TEST 1'-04" L U� SHOD D BE PUMPt�D OUT EVERY TWO TO THREE YEARS. • 3 I 2nd TEST 0'-55" 5th TEST 1'-09" % • fi 20"iMiPl 3rd TEST 0'-58" 6th TEST 1'-10" - - WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER , P,51,1 I PERC. RATE- STABILIZED 0 l'-10"/INCH CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED `SHALL BE REPLACED. ,� N CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. � _ . EXISTING SEP•IICCIO ANY COMPANY EM 0 TANK T'0 BE _ _ PLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BEA INSPECTED AND _.;- --'`} APPROX. LOCATION � DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR REUSED _- - OF EXISTING BEING PUMPED OUT. ' DRYWELL T O BE DISINFECTED AFTEI, 'ABANDONED 2'-0" 4'-O" 2'-0" SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM.' ADDITIVES ct ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND '% _ - -�'` - 1 APPROX. LOCATION h # ` �— MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED I OF EXISTING __ ► INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE #,¢ �_ TREE TO BE OVERFILL TO ALLOW j + qg REMOVED f FOR SETTLEMENT DO NOT DISPOSE QF"EXCESS GREASE OR FAT INTO THE SEPTIC APPROX. LOCATION ; SYSTEM. DO NOT r,•'OUR OR DUMP ABNORMAL AMOUNTS OF GLEANING CHEMICALS hi h®4 - j- i OF EXISTING OR GLEANERS INTO SINKS OR TOILETS. ' � � DRYWELL TO BE Q� � � /-/ /��� WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC C� F. l�` REMOVED TANKS�` - SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES,'THE TANKS SHOULD BE 0 -' Q EARTF REMOVED OR PUMPED OUT AND FILLED W1TI-I SOIL TO PREVENT FUTURE CAVE-1N. ,�, ,; �., w GEOTEXTILE FABRIC a--� �¢ I EXISTING .SIL EWALK � �I; I_ ,� ;; 41! � i ¢ � BACKFILL 6 , 3 BEDROOM ';� � i iii, i g w 2" MIN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF., N } HOUSE ii`; iI'; ';�' ii! i u� _ " THE ABSORPTION -IELD OR THE SEWAGE DISPOSAL SYSTEM. rr0 0 4 PERFORATED ,ii ?;; �, ► _-, ® °- LATERAL z FINAL GRADE S-IOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM g s' !+ It i �', Cl- - THE ABSORPTION FIELD. ODD TOWN OF QUE !+ '`I �! �Oo�o p��oo INSITU MATERIAL �� 3/4" TO 1 1 2" BUILDING TOWN OFQUEENSSURY I ;i; IMPERVIOUS LA ER / / �c (�h� �; 6 UILDINGDEPARTMENT ';;E ;I! ;'; ( Y ) z WASHED CRUSHED STONE Reviewe W . T ��® aced on our limited examination c � lit i d L. with our com c �liance EXISTING ;, t �• c, menu shall not be con Jed as ! ; I 6 -0 Date° w„I indicating the laps an i 1 1 i i ,j x ' i...f ( .� V VLI.,VbIt�Y IN-GROUND - compliance p full cvm fiance with the Building t Tis of , $ POOL '`; ---- - .,.- . New York State. LEVEL TRENCH BOTTOM 11=11-11=11=11=1= gt PAVED DRIVE - I BARRIER .MATERIAL ABSORPTION TRENCH SECTION 6" MAX. —1II11111,� �_,;, I1� �— N.T.S. — 6' MAX. Gb�O(�0. SLOPE O� Deo OOC �Q CAD FILE NAME 12 MIN. ACAD IBS MCGARR C-1 2 MIN. \ \ \ n ffi _ _ _--- W oG�c�00 Olt O� SCALE AS NOTED 4" PERFORATED PVC LATERAL, THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY I SLOPE 1/16"-1/32" PER FT. AND IS IN RED INK. `,ONLY SEALS IN RED INK LEVEL TRENCH BOTTOM SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE, INSITU MATERIAL PLO PLAN (IMPERVIOUS LAYER) SITE PLAN 1 N.�.S. , � ; r #BUMS = _ _ _►,— AND ' SEPTIC � -11-i1-11=11=II=1i- - � � �. % - - ABSORPTION TRENCH PROF=ILE a .� DESIGN { , N.T.S. f < .a. NOTES t ��� ` k , ��• :� DRAWING No. C-- 1 :