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HomeMy WebLinkAbout0138 THIRD AVENUE (HYANNIS) - Health 138 THIRD AVENUE Hyannis A = 266 — 035 1 TOWN OF BARNSTABLE LOCATION 130 1 6[Moe SEWAGE# qq I-3�i VILLAGE ! —ASSESSOR'S MAP&PARCEL a(o(&-035— INSTALLER'S NAME&PHONE NO. c A Sop-,1.20- S'3! SEPTIC TANK CAPACITY /5Co LEACHING FACILITY:(type) hfi_ 3G a C (size) 11:3 x 31 ; "NO.;QF�BEDROOMS y OWNER S(,t It oLj,,S�[t PERMIT DATE://-20'00/2 COMPLIANCE DATE:1,2 yao/g. Separation Distance Between the Maximum Adjusted Groundwater Table to the Bottom of Leaching Facilityr, y,, p�+� fe- Feet Private Water Supply Well and Leaching Facility(If any wellsexist 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 ,tc i Z � I I y - G� r_ LO w I � rb lIV l Y ' �� I No. 2©iZ J 7I FeeoDopv THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair(&If Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1�8 7"k:r t) A�� /h Owner's Name,Address,and Tel.No. Assessor's Map/Parcel GL �_ _03 S�� °vJ 5�t t Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. DoaJla . A\ -N 2if¢xWN Tavc SOca-4,Z0 S'3y Type of Building: Dwelling No.of Bedrooms 4 Lot Size (fir S-20 sq.ft. Garbage Grinder( ) Other Type of Building k C.,,x,r No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y y 0 gpd Design flow provided °-/q 3 gpd Plan Date '1 1) 1 y 1 z Number of sheets Revision Date Title Size of Septic Tank i S00 1)et-J Type of S.A.S. A !G 'S C, H C Description of Soil Nature of Repairs or Alterations(Answer when applicable) t a S t,c, `� e�,p 1!,-a- 2- -IP o i-o 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 Board of Health. Si ed ram) Date ('\('\1 A )Z Application Approved by Date y�r Application Disapprove y Date for the following reasons Permit No. Zom_ " 3 I Date Issued oo No. 0 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yest ftpYication for bisposaY *pstem Construction Permit s Application for a Permit to Construct( ) Repair(A' Upgrade(f ) Abandon( ) El Complete System ❑Individual Components Location Address or Lot No)' i 38 T k; d ,A'Ie Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �, _o3y, sce Ova slc Installer's Name,Address,and Tel.No. v Designer's Name,Address,and Tel.No. f�oa�lc<. A 72,town,)Src 1 c Ll-7o-IfT3LI ` Type of Building: Dwelling No.of Bedrooms H Lot Size sq.ft. Garbage Grinder Other Type of Building ►n No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Lj%-I p gpd Design flow provided -2, . `3 gpd Plan Date Number;of sheets Revision Date Title 1 Size of Septic Tank 1 S c00 N)ptj "'?`"Type of S.A.S. A j c.. G !-\C Description of Soil Nature of Repairs or Alterations(Answer when applicable) C n c \ c F t! <14 P 4,C 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 -- t Compliance has been issued by this Board of Health. ` Signed �\ . � Date 1 \ 1 7 O � 1 Z J Application Approved by Date Zo, Application Disapprove y Date for the following reasons Permit No. �/Z — '� ,Z I Date Issued ------------------------- -------------------------------------------------------------------------------------------------- ---------- TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded'( ) i Abandoned( )by ��, (� ��r-- at i Tl '�� L� ,� t„3 �.E._, ,; . has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.7 o rL—371 dated Installer �Dr),,Q\ ,r f\ tr = ,.,_, Designer #bedrooms 14 Approved design flow y ilp gpd The issuance of this permits all not be construed as a guarantee that the systenWill-funct'on s designed. Date /mac ?�/ ._ Inspector\. --------------------------------------------------------- ----------------- ----------------------------------------------------------- ' No. D t Z —33-j Fee 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3permlt Permission is hereby granted to Construct( ) Repair( V�_ Upgrade( ) Abandon( ) System located at 1 -3 ca t V .c) A o V c..,n)I C 1PC)f J-- and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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_��Zo 2 p 1—Z Approved by 12/27/2012 14:29 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director 8 Public$ealth Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 509-96f24644 Fax: 503-790-6304 Date: !Z7(� Sewage Permit# 2 Assessor's Map/Pared Z 4 4 -0� Installer&Designer Certification)dorm Designer: t :0&d:n'. Wo r a. lnc. IusWier: P. A• Address: i z W. C en .s :,e Icl 2d.^ _._ Address: Ile-dk IC +i7ta f-d t A- Cm 1*Ae MA oz.0 3'%. On D. #4• 13•a A was issued a permit to install a (date) (iniWler septic system at t7rr 7% ,-d Avt, W.J na` wmsed on a design drawn by (address) Zcl�&I*,a 00 dated. !/ it (designer) X I certify that the'septic system referenced above was installed substantially according to the design, which:may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the than system)but in.accordance with State dt Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required) was in ted and the soils ere found satisfactory. Op PETER T. WEN TEE '3 Signature) CIVIL NO-35109 � 1 . �Q�stTc�\��►' 0 (Designer's Signature) (A ix Dcsrgn ) ELMR RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTMCATE F COMPLIANCE WILL NOT BE ISSUED OM BOTH THIS FORM AND S- BUELT CARD An RECEIVED BY THE BARNSTABLE PUB DIVISION. THANK YOU. gAoffim iwl ftsigwmat ication form.dos 1. Town ofrB,ar>at fable # `� ' Department of Regulatory Servfces 3 Pt�tl><c Health D><v> ;<on Hate t c� � Z ibs9. 200,Mam Street,Hyannis MA 02601 Date Sclleduleii I JI /� Time Fee Pd.d. _; Soil Suitability Assessment for e Disposal Performed 6 V C Witnessed By: LOCATION&GENERAL;INFORIATIOT on Address j 3 % Owner's Name 4 �Q 1t'Vecr�r S Address � e� C'�sx. Z l g• Assessor's Map/Parcel: +24 / w Engineer's Name NEW CONSTRUCTION REPAIR ,� Telephone# ✓�$—?3�-�? land Use Slopes.(%) /J" .Surface Stones '"`�! Distances-from.: Open Water Body�ft Possible:Wet Area ,�ft Drinking Water Wep � ft Drainage Way ft Property Line. ^ft -Other ft SSETCII:(Street name,dimensions of lot,exactlocations of test=holes&perc tests,locate wetlands fn.proximity to holes) 3 lam. =�CO c-Parent ma (geologic] iJi//w►.a�H Depth t0 Bedrock O nd Weeping from Pit,Faee N h .Depth to Groundwater. Standing Water in Hole:- �lEstimated Seasonal High Groundwater DETER UNATION FOR SEASONAL HIGH WATER TABLE Method Usedc Depth Observed standing in obs.hole: in. Depth to soil mottles, In Depth to weeping from aide of obs.,hole in. Groundwater Adjustmegt - Index Welt:# _ Reading Date: Index`Welr revel„�„ �,.,, Adj;thetor A I{.C1rGut►dwafer'l evcl,,,,. PERCOLATION TESL' bete�.�, x — Observation � 2 Hole# Time at 9" Depth-of Perc �—f---- - C� �lav�J Time:at 6 Start Pre-soak Time® Time(9 6 ) ��- End Pre-soak l / Ik'✓� Rate MinJlncti Site Suitability Assessment: Site Passed. Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division _ Observation Hole Data To Be Completed on Back --_____ ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:SSEPTICIPERCFORM.DOC f 1 DEEFOBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture; Soil't?olor_ Soil Older Surface'(in:)' (USDA) (Mansell): : MottUdg ;(Spucture,Stones,Boulders: s 7-77 DEE OBSERVAT7N HOL1J IOG Hole# 2-' Depth'from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (TJSDA) (Munsell) Mottling (Structure,Stones;Boulders. . P -2 B tS o DEEP OBSERVATION'HOLE`L. Hole# Depth`;from Soil Horizon Soil Texture. Soil-Color Soil Other Surfacb'(in.) (USDA) (Monsell) MottlingConsisteng�,: rave: (Swcture,Stones,=l3oulders. J i� 1 r a.w.,> r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. Soil Texture Soil Color Soil Other Surface(ia:) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. . ! .. k' s ..•�- - l+lood hns'tuanee Rate Man: . ASoue 500 year tlood'boundery `No Yes n No Yes Withio 900 year boundary Within l00 year flood boundary No Yes Depih of Naturally"Occurring Pervious 1Vlaterial Does a>.leasttfour feet of naturally occurring p r.ervious inater'41 exist in all areas observed throughout area proposed for the sot[absorption system? If,not;what:is the depth. naturally occurring pervtous.matortal? Certieatton I certify that on _.,(date)I have passed the.soil evaluator examination approved bythe and-ttiat;the above'.analysis Was performed by the consistent w[tli Depattment of Environmental Protection . the required ti-a144 expertise a 4expenence described in l0 C1VIit`I 417 5: Signature Date._1/ 07/`t2 Q�,SEPTIG1P13RCFORM:DOC. ; i ® � � horsy LEGEND o - 98-- EXISTING CONTOUR a ; a ° x Ronda 100.98 EXISTING SPOT GRADE Croigville Beach gg.g PROPOSED SPOT GRADE -W EXISTING WATER SERVICE ryGolfClub N -G EXISTING GAS SERVICE s 7 D D -U UNDERGROUND WIRESE n Maple�'Street TEST PIT I BENCHMARK INSTALL A 40 MIL POLY LINER BETWEEN S.A.S. AND BUILDING Pine street TOP OF LINER EL.=92.0 BOTT. OF LINER EL.=89.5 Forest Street LOCUS O /� oak Dr 2.42 DRl Benchmark Set s� Ocean st E OUTSIDE CORNERIBOTT. STEP r . LOCUS MAP edge of rood EL.=95.25 (Assumed datum) NOT TO SCALE x 92,8 + 93,16 93,03 92.64 EXISTING CESSPOOL c 93.57 TO BE PUMPED, FILLED WITH SAND AND ABANDONED 93.78 15, 93,57 _P '1- T 93.39 92.99 �/ 94.13 � 1 I 1� x � _IS 1 �C Ji - x 9 '19 PROPOSED 10' SEPTIC TANK O 94.55 shrubs ^ �� p O 10 Gar en `) 40\ nd 00 CRAWL SPACE 3. 9 _ _ P_ �� x 94.85 FL. EL.=92.7f Z - "_v j 9464- �" + 4.23 EX. ,$EWER LAMP x 9 73 P SET'84 ` INVS.=93.St �^ 1y ,, _vl 96,57 ExiSnNc HOUSE) 96. 5� 95,71 6 (#1.38)) .+ P /0 T.O.F.9 96.56 6.7E 97;01•.:.:.....`...-. -..: 6.7 96 CELLAR 6� 96,59' ARA DRIVEWAY48 --may -�- t I EXISTING CESSPOOL \�� �� 96.95 x -}• 97,4 (APPROX.-NOT FOUND) ? �\ o TO BE PUMPED, FILLED W1TH .0 97.75 Q SAND AND ABANDONED `---'� 3 + 95.87 �� -m ----� x 96.31 ,/ �) x 96.28 �\ 95,72 x (99// 96.15 0 99, 1 x 98.5-7 c �ti GARAGE x 97.11 o 0 co //0 96.92 (LOTS 1,�141, 143 & 145) APNI 266-035 15,520 S.F.t 10 .07 W>;. .. 97.27 i x 99.23CID c V 84 HEDGE ^ 9184 96.65 99.68 96,79 97.58 i�•.. _ 97.13 edge of • . •'��O 99,73 FO� Pot/enent 99,49 EJ. S 99.04 OWNER OF -RECORD SATKOWSKI, THADDEUS R P. . BOX 218 STOAFFORDVILLLE, CT 06077 PETER T. G� PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11 MCENTEE CIVIL N 138 THIRD AVENUE, WEST HYANNISPORT, MA No. 35109 A £GI SA -��� �� Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 279-12 .Y 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. �( �Q (508) 477-5313 11/19/12 P.T.M. 1 Of 2 J SI! NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.91.3 SEPTIC TANK PROPOSED D-BOX FORIMETERTAFCE OFS.A.' AROUND THE INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT T.O.F. EXISTING IF.G. EL.=94.3(MAX.) F.G. EL.=94.3t � F.G. EL.=93.5t MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 14' ' INSPECTION S=1% (MIN. L = 13' L = 10'(MAX) PORT S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" ;o"I � B n" 10.75" TO INV.=92.25 48" LIQUID INVERT LEVEL ADD INV.=90.17 INV.=91.00 PROPOSED GAS BAFFLE 4 ROWS OF 6 UNITS AT 5.0'/UNIT) + 1.2' (1 COUPLER) = 31.2' INV.=92.00 D-BOX INV.=90.90J SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER F IEIN TO EXISTING SUITABLE 4" C.I. OR PVC BACKFILL WITH CLEAN NATIVE OR EWER AT HOUSE, AT, OR ABOVE, INV.=92.50 PERC SAND TO TOP OF CHAMBERS NOTES: " BREAKOUT=TOP `t TOP ELEV.=91.33 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=90.90 INVERTS, PRIOR TO INSTALLATION. 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=90.00-W TRUE TO GRADE ON A MECHANICALLY COMPACTED 5' MIN. ABOVE BOTTOM OF 2.83' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE NO G.W., EL=83.7 = MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 6-ADS Arc 36HC UNITS + 1 COUPLER PER SEPTIC SYSTEM PROFILE ROW WITH NO SEPARATION PI ALESECTON ROW & NO STONE N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: NOVEMBER 13, 2012 (REF#13,791) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE (SE#1542) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DONALD DESMARAIS R.S. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE HEALTH AGENT LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH -310 CMR 15.405(1)(b)&(h): 1) A 9' variance, S.A.S. to crawl spacel, for an 1 1' setback. 93.7 A LOAMY SAND 0 93.7 A LOAMY SAND 0 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 4/2 10YR 4/2 .-TO._INSP_ECTION_AND-APPROVAL--BY=THE=BOARD--OF--HEALTH-AND-THE B __--_-_ 8" - 9.3.0._B._._-_.- DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING LOAMY SAND LOAMY SAND 10YR 5/8 10YR 5/8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 91 ENGINEER BEFORE CONSTRUCTION CONTINUES. .7 24" 91.7 24" G C 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 36"/48" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. MED. SAND MED. SAND 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 2.5Y 6/4 2.5Y 6/4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY. OF THE CONTRACTOR TO VERIFY 83.7 120" 83.7 120" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC RATE <2 MIN/IN.("C" HORIZON) CONSTRUCTION. NO GROUNDWATER ENCOUNTERED 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). Note: Are 36HC SIDE PORT (H-20) COUPLERS ARE TO BE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ALSO USED WITH THIS DESIGN. INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 63.25" IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED PIPES OR SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THIS PLAN. YN&16- 15. THE CONTRACTOR SHALL VERIFY THAT ALL SEWAGE EXITING THE HOUSE 6 CONNECTED TO THE PROPOSED SEPTIC SYSTEM. 34.5" DESIGN CRITERIA • NUMBER OF BEDROOMS: 4 BEDROOMS TOP VIEW SOIL TEXTURAL CLASS: CLASS I 60" END CAP END CAP DESIGN PERCOLATION RATE: <2 'MIN/IN FRONT VIEW SIDE VIEW DAILY FLOW: 440 GPD END CAP REAR/TOP VIEW bg DESIGN FLOW: 440 GPD NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW GARBAGE GRINDER: NO TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (440) = 594.6 SF •74 H6 L ARD40 U OH 0 43 6 ® Are 36HC DETAIL ak PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY ADVANCED DRAINAGE SYSTEMS,INC. PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED 'PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 6-ADS Arc 36HC UNITS + 1 COUPLER PER ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 138 THIRD ' AVENUE, WEST HYANNISPORT, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF jOF UNIT) Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 (Arc36HC Units) 24 UNITS x 5.0 LF x 4.80 SF/LF = 576.0 SF Engineering by: SCALE DRAWN JOB. NO. (COUPLERS) 4 COUPLERS x 1.2' x 4.80 SF/LF = 23.0 SF Engineering Works, Inc. N.T.S. P.T.M. 279-12 TOTAL AREA = 599.0 SF DATE DESIGN FLOW PROVIDED: 0.74(599.0 S.F.) = 443.3 G.P.D. 12 West Crossfield Road, Forestdale, MA 02644 CHECKED SHEET NO. (508) 477-5313 11/19/12 P.T.M. 2 Of 2