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HomeMy WebLinkAbout1000-102.-4-6.1 PROP. 5ANITARY 5Y5 'A': PROP, 5ANITARY 5Y5TEM 'B': PRG)P. STORM DRAINAGE GALL: o o F ' _ 5ANITARY SYSTEM 'B' - (DEDICATED TO HUMAN WASTE) VOLUME = AREA X RAINFALL X GOEI-fIGIENT oak�ott r��mt m cri / 5ANITARY SYSTEMA (DEDICATED TO ANIMAL WASTE) ZONING INFORMATION: „ N TL PROP. BLD6 AREA =1,128 50.FT. PROP. HOR5E BARN t PORGH 2,016 50.FT. WA5H DOWN AREA IN HORSE BARN A6RIGULTURAL CONSERVATION 'A-G': FRONT YARD 5ETBAGK;60' MIN p = PROP. PRK6 MANEUVERING AREA = 3,114 50.FT. °.:< =; : STRUCTURE USE: ANIMAL BOARDING 0.03 6M/!5F LOT AREA: 80,000 5Q.FT. MIN. EX15TING: 1002' >' :;''- �' e PROPOSED HORSE BARN = CAPACITY 4 STALLS _ _ chQh RAINFALL = 2'/HR = 0.161' HOR5E BARN = 10 6PD/5TALL 20 4 STALLS X 10 GPD = 40.0 GPD GOEFFIGIENT OF ROOF = 1.0 EXISTING: gg3651.82 SQ.FT. (22.81AG) PROPOSED: 100.2' t 231.1' 'f`` zs < o 0 s 9e REST ROOM: -t ;r=_: o 20 1 25 REQUIRED FLOW = 40.0 GPD 1,128 50.FT. 6 0.04 GPD/5Q.FT, = 6q.12 6PD FLOW GOEFFIGIENT OF GRAVEL AND ASPHALT = I.0 PROP05ED: NO CHANGE cy REQUIRED FLOW 6q.12 GPD 51DE YARD 5ETBACK: 20' MIN s� �,,=���,'�:,•:. moo! tivF c o� o ISnu G11tci:a):ae 3 30 25 , 5TOR1 DRAINAGE 5Y5TEM No.1 LOT WIDTH; 115 FT MIN. EX15TING: 121.1' '' �o Fpo Frye e `-`j 4� ` \ I 5EPTIG TANK: REQUIREMENT = 2X DAILY FLOW 40.0 GPD X 2 80.0 GPD SEPTIC, TANK: REQUIREMENT = 2X DAILY FLOW (PROF, HORSE BARN) EX15TINO: 602.63 FT PROP05ED: 121.1' 4 113.3' o� LEACHING POOL: REQUIREMENT = FLOW/ 15 6q.12 GPD X 2 = 13b24 GPD 2,016 5.F. X 0.161'X ID = 336.61 GU.FT. PROP05ED: NO CHANGE � CulchogueStatl.n '�rq \ 40.0 GPD / 15 = 26.66 5.FJDAY LEAGHIN6 POOL: REQUIREMENT = FLOW/ 1.5 VOWHE REQUIRED = 336.61 GU.FT. 51DE YARD SETBACK CUMULATIVE: Sys 1 F �n 'r' o bq.l2 GPD / 15 = 46.08 S.FJDAY USE: LOT DEPTH;250 FT MIN. S Q^..• e.G. � �j• 4' �`',, 4„ � 45 MIN :-- s x31 I O U5E THE FOLLOWING STRUOR RE5 FOR 5AN. 5Y5. 'A': (1) 8'$ X 8' DP LEAGHIN6 POOL EX15TING: X52.51 FT623.1' 30 U5E THE FOLLOWING 5TRUGTURE5 FOR 5AN. 5Y5. 'B': EXISTING: (1) 1,200 6ALLON 5EPTIG TANK (8(PX4LD) WITH VOLUr1E PROVIDED = 331.82 GU.FT. PROP05ED: NO GHANGE PROP05ED: 623.1' t 103.5' (2) 8'0 X O EFF. DEPTH LEAGHIN6 POOL (300 5.FJDAY) (I) 1,200 GALLON SEPTIC TANK (8�X4 LD) WITH o 4 4Vntervllle \O ti ' YID 4 sfQ� 1 , ##MINIMUM COMMERCIAL 5Y5TEM** (2) b'4) X 6' EFF. DEPTH LEAGHIN6 POOL (300 5.Fj 5TOK4 DRAINAGE 5Y5TEM No.2 �R:,ro �,, � � 51TE `� cutchonve "U °. x21.5' s es' ##MINIMUM COMMERCIAL 5Y5TEM** (PROF, PARKING AND MANEUVERING AREA) LIVABLE FLOOR AREA: 850 5.F, REAR YARD 5ETBAGK: 15' MIN EN �� ' 'o LOCATIO '="_ ; 6S r EXISTING: 656.1' ` o >>:'r (S.F. PER DWELLING UNIT) 4 FlntsNsck s? PROP05ED: 656.1' t 483.5' `'; 3,114 �.F. x 0.161 x I.0 = 530.06 f EXISTING: WA t� 9� , VOL(/"1E REQUIRED = 530.06 GU.FT. ..harsh Point W ° I j, / USE: PROP05ED: N/A ,�, {w.rr�hL,k. ,a (2) b'(1 x 1' DP LEAGHIN6 POOL r r� VOLUME PROVIDED = 54q.12 GU.FT. BUILDING HEIGHT,35 MAX. x'y } I EXISTING: UNKNOWN I N PROPOSED: 126' �'f0 CONTRACTOR: `:>,3r:.>: o p ( DRAWA6E INSPECTIONS ARE REQUIRED AT THE TIME OF I Mnrrafooka fond ly,y _ •;�',�e,� ;:x::�..,p_ N W5 RUG ON. NOTIFY THE TOWN ENGINEER PRIOR TO STORIES;2y2 MAX. nl`< ' ?i5= ' N M1falliluch ,. `' 'e, NcwSutrdk ,,4;'�;::_' yp�t,5�unii ' CV i fV _ -•"'! ,yL<<•_,Kim• ettv Pal - p g g N N BAGKFILLIN6. pec,, EXISTING: I STY �`'"'''`" - - 35` EXISTINGo� eQ�io PROPOSED: NO GHANCE KEY MAP / "Open Field" 9, NOT TO SGALE S eq FOR WORK IN THIS AREA: •�� � �j° SEE 'ENLARGED PLAN' - PROPOSED SANITARY, WWW dignetnycli.com LINE / SYMBOL LEGEND PROF='05ED 51TE PLAN: 30�,�, �f, I `,6y STORM AND DOMESTIC WELL (THIS DWG), of NEW YORK CITY www.cailsl l.com PROPERTY LINE 51TUATED AT: SUFFOLK COMM NEN YORK 60' O''� x1b.o at LONG ISLAND ALVAK�LANE GUT6HO6UE,NY 5.G.T.M.# 600-81-01-20.5 25 /�j b. I SEE 'PROPOSED LIGHTING PLAN', SEE DWG No.3 (for other states) SETBACK LINE TOWN OF 5OUTHOLD 51TE AREA: 1gg3fb51.b2 sq.ft.(122.51 AG) `Q�4 \ 00-272-4480 811 EXISTINGTOVED/R BO(^TED ..•.••••••.•••.••..,, QAQVFF_A6E GAL(VLATION5: EXI5TIN6 PROPO5ED o 6 _ \ �o WATER �y PUMP HOUSE 1101 5.F, N.G. 91./ ~Fo •� ' \`\ �'1 SANITARY 5EWER ss HORSE BARN 1128 5.F. os den By law,excavators and contractors working in the For safety reasons, homeowners are strongly NORGH WDPx48'L6,288 5.F) 286 5.F. _ y five boroughs of New York City and Nassau and encouraged to call as well when planning any STORM DRAINAGE SD SD �� 'ti0 �ti \ \�.\ r1, Suffolk Counties on Long Island must contact type of digging on their property.Homeowners FENCE _ TOTAL BUILDING AREA: 2,111 F. ._, 1`1. "`7 1- (0o EXISTING \ \ V DigNet, 1-800••272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by ' 1,I' C I' 1 IRI \\ 0 but no more than 10 workingdays(excludingcalling811,the national call before you di SILT FENCE aE +E X X X X X I f °"`-- - - 1 F �0 'Open Field" -�\ LOT COVERAGE: q weekends and legal holidays) riorto beginning number. For excavation work completed on i �\`��'� Oc� ��� p \\ \� \ po Y g y )p g g personal property, it is the contractor's EXISTING CONTOUR 6 EX15T;NG: 0.010% (101 5F) U FEB 0 3 2015 �� •\� z� � � � oo. � F„ an mechanized diggingor excavation work to PROP05ED: 0221SK (2,111 5F) 25 �0c Q�� ��{V \ o Co ensure underground lines are marked. responsibility--NOT the homeowner's-to contact PROP05ED CONTOUR 0 ��} ` 5•,� Excavators and contractors can also submit Dig Net. Having utility lines marked prior to Seulti: r "r. 0�c3O �q locate requests online,through ITIC.If you do not digging is free of charge. EXISTING GRADE xb.0 Planning i;oard 30 Q, / •� EXI5TIN5 CONTOUR currently use ITIC, please call 1-800-524-760313E RB40FXEl? m I \ \ o ( �Q% for more information. PROPOSED GRADES x6,0 NO-i 51TE PLAN BA5ED ON ORIGINAL 5URVEY m PRDP055W PARKIJ C: BY: O \ 1. HORSE BARN 5TRUGTURE BY OTHERS. JOHN G. EHLER5, LAND SURVEYOR '� FINISHED FLOOR ELEVATION F.FL.EL. _ • AND 5EE MORTON BUILDIN65 FOR NY5 LIG No. 50202 W N _ 1 � H�E� 1 �51) �. : •� � D,,. . � '/e TEST HOLE INFORMATION.�� � \ cy 6 EAST MAIN STREET RIVERHEAD, NY IIg01 t- O ``EP �' \ \ 25 '9� SURVEYED: ,JUNE 2014 = 9Os�t NTE,TO CONTRA(TOR: •, (Y m ER051ON AND SEDIMENT GONTROL5 TOPO PROVIDED BY: �/ O �'�LV , �o •�P o \\ ,� 9�5 5PECIFIED ON THI5 DRAWING MUST BE TOPOGRAPHIC MAP - FIVE EASTERN TOWNS " ,� qs THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION PROVIDED, ALL SILT 6ENERATED BY THE GREATED BY: LOCKWOOD,KE5�5LER AND 2it�•131(1) ACKI�O WLEDGfc THAT TETE CONDITIONS OF THE SITE PLAN °� PROF05ED DEVELOPMENT 5HALL BE BARTLETT ING. s 15 ROV S FORTH IN Ti iC RESOLUTION OF APPROVAL DATED JL �� 6 89 120 ARE ACCEPTED(SEE CONDMONS ON RESOUTnON). GONTAINED ON 51TF. DATED: 08-12-15 [---1 X Z .� \ \ \ •j SHEET No. BB-35 O N QU1 , a \ \ 8 VERTIGAL DATUM: MEAN 5EA LEVEL OF r CQ O tOQc GRADE TO PITCHED \ \\\ \ `\\` \ \ PLEASE PILLNT .�1E .. --- .. � Ig2q � !.() BLDYINIS FIOl1ND ON �� �� ����� \\, \ \ __.. `� _il o z \ \ \\�\ \ \\ A0:I� ;NA URE TITLE DATE APPLICANT/OWNER: LU \ -•-• NOTE: E-I Q C// \ \ \\ t \\\ Al PROVED BY N 11"HERE RIVER PROPERTIE5,LLG d� TONT OFSOLT1101.1)PLA.N.N1NG EOARD i ERE ARE NO STORM WATER DRAINAGE O \ 0 : SY TEM � O �'{ \` 5 5 EXISTING OR PROPOSED WITHIN w SEE 5HT 2 �O�.rrV� c 2C'OF ANY PROPOSED SANITARY \\ PSIG � �0isI `:Y5TEM5CriA1KPFIN! •.A1`5 . DATE / 0`� C� •�� �O EX15TING UTIL POLE EXISTING \ \ \ c�� 0� \� NOTE: \ PUMP \ / I // x b / \ \ NOTE:no approYA4 site development plan shall be valid for a period of ei,hteen(1E) / q t SF,o� ��TT \ months from the date of approval as per code section 2E0.132A. PF O Po h-+ •1 _j ti � / THERE ARE NO POTABLE l^UT1=R WELLS WITHIN 50 OF \ HOUSE TO REMAIN , F6 00, Si ^y Subject to / /oo � i ANY EXISTING AND PROPOSED SANITARY 5Y Development Rights x1b.0 25 0 W 25 Town of Southold xll. \ " / 22A11 Acres s (DA, ��` GINEER: 30 Vol \ \ ST 2O < N E W \ to `'o, \ / ' 'Op �J OF y0 EXISTING ftp STORM DRAINAGE 5Y5. Not r1. / �ROf'05ED PARKING/ ,`lC. � T• v 9 25 "Open Field" t / / (PARKING AND MANEUVERING AREA) 7 MAHMMMN6 AREA '%- ,/ U55 2 - Smxl' DP L.P. �i SHALL ING AND MANEUVERING AREA \ I ' (5122 AND 503 -OPEN GRATE) L BE GRAVEL * ► u TL AREA: 3,114 S.F. w 5AN. YIELD GAL05: 20 / = ? 6ROUNDWATER MANAGEMENT ZONE: IV �A � ' PROP,LIMIT OF DI5TURBANGE ALLOWABLE FLOW FOR 51TE = 600 GPD/AGREPROP, ERD51)N CONTROL \ ' (APPROX.21.810 S.F.(0.50 AG) , ' s / ///� �1b, / SILT FENCE BARRIER ALLOWABLE FLOW(DENSITY), BASED ON ADJUSTED LOT AREA: // �Q� �•� b• I • / (SEE DETAIL,DWG Nat) ROFESS�O Tr* q PROP.ER05ION CONTROL I'"IET}101.h 51TE AREA = 122.81 AG. (+_gg3,651.82 5.F) C�h x15\' ��jo(0 Mona.fnd, I � f DRAINAGE INLET PROTEGTION 215' LAND AREA W/CROPS = tl.g8 AG. (±341,651 S.FJ / •'� R' (TYP OF 3,5EE DETAIL ON DW6 Nat) ' •.'.`' JEFFREY T. BUTLER, P.E. •....:a .SANITARY 5Y5 'A's ' J� ::...... : ... .... D31:•::•: PROP05ED SYSTEM TO BE UTILIZED FOR Z. l� / / • Q I o to 1 /, `b ADJUSTED LOT AREA - SITE AREA - LAND AREA W/CROPS O �j, /O,, 8, �� / �� 10 PROPOSED ' . :':.:: ANIMAL BOARDING,MIN COMMERCIAL 5Y5** 11483 AG (1646,006 82 S.F� = 6�, /�,, STORM DRAINA6E 5Y5.Nall :.SDI A :::. � I - 1200 GAL SEPTIC TANK(8'mX4'LD) J X2.81 AG (+gg301.82 5.F) - +1.q8 AG (±341(651 5.F) �y \ \25 � .� o� O�j' <j, �� �� �o �' I (HORSE BARN AND PORCH ROOF) III �' b, EP / 2 - 8' DIA. x 6' EFF. DEPTH LEAGHIN6 POOL5 w/ ADJUSTED LOT AREA = ±14.&3 AG. \ ti ��� II CD 50% EXPANSION U5E: I - S�xB DP L.P.L.P, (5DI) v CD F.FL.EL. NOTE: FUTURE EXPANSION POOLS MUST BE THE 5AME 51ZE boo GPD/AGRE X 114.83 AGRE5 = b,8g8.0 6PD ALLOWED 20 \o��e '�� •��, ``� �j� x-25- `�� PROP05ED HORSE BARN AND PORGH 1 0 21.5' P( AND DEPTH AS POOLS APPROVED FOR SYSTEM O EXISTING FLOW = O.0 6.PD. rj�, �rp � // ��� �R, a\�' BARN AREA = 1,128 50.FT. �e; I .' T /0 20 MIN ' O Q/ x, IXe � PORCH AREA = 28a SQ.FT. , 0 LP TEST HOLE LOCATION J z _ L � TOTAL PROPOSED SITE 5ANITARY FLOW(DENSITY): THERE 15 NO DEFINED f�`Lr (� �o� ,� 4 PROPOSED HORSE STALLS, ,o I o. b� °1 MAXIMUM GRADE HANE J O Q PROP. 51TE 5ANITARY FLOW = 5Y5. 'A' + 5Y5. 'B' BUILDING AREA STATED IN ,�,o fj�` I Rj• REST ROOM, BATH �rti I ,o o LP I�Ff N O' SEP�FIG 5 TE Uj W l 7 CD 109.12 6PD = 40.0 6•PD + 6q.12 OPD THE DEVELOPMENT RIGHTS �� c\ o�' OOOp$ HORSE WASH DOWN AREA �p �'i'y 5T °-1 - t o `EP • • I } PROP05ED 51TE 5ANITARY FLOW = I0q.12 6PD �� t I Oo 6 / � � � \0` ��``�a oma' `}' � ' ' �� J / / •d- rY O IY OC Q q) c0�a 100'OFFSET (7 / \' \ l LLI V - < Q Ov' ��Q• (Fe �� a ` I FROM PROP.LINE J \ N OL I- O (Y Q- PLOP_O.�ED SANITARY 5Y5 $'1 I **PROPOSED SYSTEM TO BE UTILIZED FOR HUMAN WASTE, O � Q.. W ti' C MIN GOMMERGIAL SYS** 0 \ \ WIZ x27.5 ��c �� ,� / FRo�'o� ' I - 1200 GAL SEPTIC TANK(b'�X4'LD) •�- ot``�C o��� / �� / �la� LINE,SEEI2N1"40 WATER STALLATION�GE � M�oo2 - 8' DIA, x 6' EFF, DEPTH LEAGHIN6 POOLS w/ � w } J J TEST HOLE �- V / REa)IREMa4T5 ON DWG Not 150 • FUTURE 10N O O � / FUTURE EXPANSION POOLS MUST BE�5 51 E � BY: McDONALD 6EOSGIENGE �a r0�0 /,�r� DEPTH AS POOLS APPROVED FOR 5Y5TEM Z W ~ LL O BOX 1000 5OUTHOLD,N.Y. Ilgll �.C�`��'�0 Gj� \ / 0 -I Q LL 631-165-36Ti Q SITE PLAN`t / C� \ \ I- .-I �' DATE: JULY 16,2014 ] ' J EXISTING GONGRETE PUMP LL 1 -I GRADE A 21.0' HOUSE TO REMAIN(FOR / I V� \ IL Q GROUND LEVEL O' / IRRIGATION PURP05E5) �� \ O MIXED SAND t LOAM 100 50 O 100 200 E500 400 I �7'�� /$ �Ch�� �,�- / \ Z Z EL.205 OS BELOW GRADE ORAPHIG SGALE 1" = 100'-O" �0 � / � X50 XT Z BROHN AND PALE 1I. ENE EEVVA ION5 ARE REFERENCED TO FIVE EA5TERN TOWN5 TOP06RAPHIGAL MAP X50 0�5� � (� BRO FINE TO ti7 � � \ \ V MEDIUM SAND EXI5TIN6 ELEVATIONS ARE SHOWN THU5: 25.0 Q ( ') EX15TIN6 CONTOUR LINES ARE SHOWN THUS: 25 6 lf��o ' SEE DETAIL ON DWG No.2, � -� I \ ���� . EL.6.5 14.4'BELOW GRADE �� ` WATER IN PALE 016 1 SEE INSTALLATION REGI-1T5 BROWN FINE TO � E�XISTIN ON DWG No.3 0 2� UTIL POLE MEDIUM SAND(5P) NOTE: EL.4.0' ITT'BELOW GRADE /�,\� PARTIAL SITE PLAT`t - PROVIDE I" WATER S�VIGE TO PROP.HORSE BARN('K'COPPER 14.4'6ROUKB '�ENG01ACE PROPOSED SANITARY SYS, STORM MATER SYS AND DOMESTIC WELL TUBING). 5EE 'SGDH5 PRIVATE WATER 5YSTEM5'(5HT 4). 5COH5 APPROVAL AREA: 14.4'BELow SURFACE SGALE: I" = 40'-0" ANY AND ALL HOSE BIBBS TO HAVE CHECK VALVES. ofTHESE DRAWINGS AND AGGOMPANYING SPEGIFIGATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM15510N FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. INSTALLATION REQUIREMENTS FOR: 36 MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. � Screen Vented Well Cap 2"X4" WOOD FRAME P05T5 DRIVEN MIN. 16' 14 1/2 GAUGE W/MAX.b' SERVICE LIN FROM with Sanitary Seal SEE DRAWING No.3 FOR INTO GROUND. ME5H 5PACING) Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF PROPOSED PRIVATE WELL Sloped Awa From Well 15' Electrical Line lo' MAX.G, To G. (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) p y HEATH SERVICES-PRIVATE WATER _ 5T/1KE = Minimum In All Directions SYSTEM STANDARDS Water Line / ^ z FABRICINSTALLATION OF SERVICES- -� INSTALL PIPIN6 ON THE PROPERTY,4 It.2 FEET DEEP FROM THE BUILDIN6 TO THE PROPOSED WELL.A MINIMUM I' - Goncrete, Slab 2' Min Submersible x SERVICE LINE 15 REQUIRED. N In All Directions pump z I. LEAVE A I'RI5ER ABOVE THE 6iZOUND LEVEL AT THE WELL LOCATION WITH THE END CRIMPED. d NATURAL GRADE e 2 I� . SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. EL. ±Iq.O' o HEIGHT MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF TFE BUILDING TO THE END OF YOUR PIPE AT I� I o I I FILTiB? THE PROPOSED WELL. /� / � T.O. WATER TABLE® EL.6.6' - 4 �, aj i y, �, w = Ib•MIN 3. THE END OF THE PIPE AT THE WELL SHOULD BE 10 FEET AWAY FROM ANY OBSTRUCTION SUCH AS TREES,UTILITY / / / / \ \\ \ \ W .t' ffflz s ,/�\/�/.� \i\/\/�\, (HI&HE5T RECORDED 6ROUND TER)oo �0 y �y� W cp POLES,DRAINA6E 5TRUGTURE5,AND SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE POINT OF r �� Q y � � ENTRY INTO THE BUILDING. G� \ Excavation And Excavation And 4. A VALVE MUST BE INSTALLED HERE THE PIPE FIRST ENTERS THE BUILDING. �, Compacted Earthfi� Compacted Earthfill DROP INLET BURIED FABRIC 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERVICE. _ WITH GATE PERSPECTIVE VIEW - - FRAME 36"MIN.FENCE POST 5PEGIFIGATION5 \ Electrical Line Frost Line p Z -� I. TYPE K SOFT COPPER TUBING;MINIMUM 51ZE I IN51DE DIAMETER 4" PVC Casing -1 1 2. CUSTOMERS VALVE: << WOVEN WIRE FENCE(MIN. 141/2 6AU6E W/ N A VALVE MUST BE INSTALLED HERE THE PIPE FIRST ENTERS THE BUILDING. 3 p 3. PLASTIC PIPE SPECIFICATIONS: Pitiess terVA N _ MAX.6'MESH 5PAGIN6)WITH FILTER CLOTH A.PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER SYSTEMS CAN BE INSTALLED FROM THE P Electri d n Lin 3 FLOW z BUILDING TO WITHIN 20'FROti THE PROPERTY LINE.THE LAST 20'TO THE PROPERTY LINE MUST BE'K"SOFT '� u'0 z !�_ T.O. WELL SCREEN COPPER IUBIN6. GATHER EXGE55 B.PIPE SHOULD BE CLA551FIED TO WITHSTAND WORKING PRESSURE OF 200 P.S.I.(WITH BURSTING PRE55URE �� �� % EL. -38.0' I I I I I urJUISTT)RBED 6RouND - RATED AT LEAST TWICE THE I-IORKIN6 PRE55URFU AT GORNER5 COMPACTED 501L G.PIPING REQUIRING JOINTS IN NHIGH A CHEMIGAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS I.E. ® EL. 14.5' (t) 1"41 WATER SERVICE LINE _ z GOUPLItJ65 ARE REQUIRED) 0 U5E: 1%) 160 P51 POLY PIPING _ Packer EMBED FILTER CLOTH 0 - A MIN.OF b" IN GROUND. U4. D.TWENTY(20)FEET OF COFFER 15 REQUIRED FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC PIPE. _ Expansive Hydraulic _ GONSTRUGTI ON SPFG I F I GATI ONS 5EEGTION VIEW SERVICE LINE INSPECTION PROCEDURE, Cement Grout Or U _ Screen I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED FOR SHORT I. GALL THE NEW 5ERVICE DEPARTMENT TO REQUEST AN IN5PEGTION WHEN YOUR WORK 15 COMPLETED.(ONE Bentonite Based Grout BUSINESS DAY ADVANCED NOTICE 15 REQUIRED I Minimum Diameter Drill Hole TERM APPLIGATION5. 2. 50MEONE MUST BE PRESENT ON THE DAY OF INSPECTION. X - 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINT5 ARE NEEDED GONSTRUGTI ON Sfi EG I F I GATI ONS 3. IF REIN5PEGTION 15 NEGE55ARY,A$25.00 FEE MUST BE PAID PRIOR TO THE REIN5PEGTION. See Note 5 _ THEY WILL BE OVERLAPPED TO THE NEXT 5TAKE. 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE SERVICE B.O. WELL ® EL. -41.0' _ 3.5TAKE MATERIALS WILL BE 5TANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH A 1.WOVEN HIRE FENCE TO BE FASTENED SECURELY TO FENCE PO5T5 WITH WIRE TIES LINE. Water Line OR STAPLES.P05T5 SHALL BE STEEL EITHER"T'OR'U"TYPE OR HARDWOOD. 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE HULL BE PAINTED BLUE.IF 5ERVIGE INSPECTION From Pum MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE b FAILS, AILPLE,THESE ND OF THE SERVICE E WILL L BE PAIN PM. IF YOUR INSPECTION FAILS. p USE: FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION 4.5PACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM lb . INCHES DEEP.5PAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE U5E OF 1. NO OTHER UTILITIES(E.6.6A5,EI.EGTRI(,GABLE TV,ETC)SHALL BE BURIED IN THE WATER SERVICE TRENCH. TYPICAL WELLHEAD. 4"PVC TEST WELL,70 FT DEEP, 1 HP, TYPICAL WIRE MESH BEHIND THE FILTER FABRIC FOR 5UPPORT. FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,b MAXIMUM ME5H OPENING. 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BACKFILLED. IT 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE INSTALLED. 20 GPM FRANKLIN ELECTRIC 5HALL BE SECURELY FA5TENED TO THE 5TAKE5 AND FRAME. LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, Not To Scale SUBMERSIBLE PUMP,STATIC LEVEL @ 24' WATER WELL 6.A 2" x 4" WOOD FRAME SHALL BE COMPLETED'AROUND THE GRE5T OF THE FABRIC, MIRAFI IOOX,5TA13ILINKA TKON,OR APPROVED EQUIVALENT. FOR OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABRICATED UNIT5 5HALL BE 6EOFA13,ENVIROFENGE,OR APPROVED EQUIVALENT. Not To Scale 5.MAINTENANCE SHALL 13E PERFORMiED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES"DEVELOP IN THE SILT FENCE. NOte5: FILTER FABRIC 1. Water well and pump installation shall comply with all applicable local and state U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AORIGULTURE regulations. NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATURAL RE5OURGE5 CONSERVATION SERVICE SILT 2. Excavations and all other work shall conform to 05HA regulations. r 1 m NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL t WATER CONSERVATION COMMITTEE FENCE 3. Electrical wiring must comply with local codes and manufacturers line only whe5. 0 CO PROVIDE: WATE3RT16HT,IN5EGT-PROOF ADJUSTABLE AND LOGKIN6 CAST IRON 4. P use Adapter and waterline may be installed above the frost line only when the well o FRAME AND COVER INSTALLED AT GRADE OVER EACH OPQdIN6(tiYPIGAU 15 used 5eQ5011aIIy. 5. When an over5lzed drill hole 1s constructed for the installation Of the Casing, the diameter of the drill hole shall be a minimum of 3 inches greater than the outer SEPARATION 015TANCE REQUIREMENT5 FOR PROPOSED MAINTAIN 5!C,MAX.SLOPE FROM EDGE OF dinmeter of the Casin or coupling,whichever is greater. ^^ 1- BUILDING SANITARY SYSTEM OUT 20 IN EACH DIRECTION 9g F� � - 5TORMINATER LEAGHIN6 STRUCTURES AND 6. Casing diameter shall be sized so that the uphole velocity is less than 5 ft/sec. PIPING (OTHER THAN RESIDENTIAL): 1. Minimum casing strength shall be, determined as described in IL Practice Standard 642 n% Q a'THK TRAFFIC BEARING SLABS(TYP) � ►--``--�� HORIZONTAL SEPARATION D15TANCE5 FOR STORM DRAINA6E Water Hell.FIN.FL. PROPOSED 6RADE rn � 5. The screen shall be, sized to permit water entrance at no greater than 0.1 ft/sec. LEACHING POOLS: EL=21b7' E _VER] GEL=2G215' F6.1.COVER q, Pump intake Shall not be placed inside well screen. PROPERTY LINE- 10 MINIMUM �ELEV.215 13UILDIN65 WITH CELLAR= l0'MINIMUM LU LL 13UILDIN66 ON SLAB= lo'MINIMUM www.dignetnycli.com T.O.SLAB e 10. An airline shall be, installed where the water level lies more than 250 feet below the E-4 X Z of NEW YORK CITY or EL.20.01' 20"MINI round surface. This airline can be com osed of co er, of eth lene, or alvanlzed WATER SERVICE LINEMTERAL5M1AIN5= 10 MINIMUM 4'0 SDR 35 WG Ys /LF. - - - _ _ I------I T.O.SLAB 8 EL. 19.66 g p pp p y y g Q - www.ca1I811.com UNDER.6ROUND UTILITIES=5 MINIMUM fit SONG ISL�I�O - - - - 4"DIA.PVC,PIPE� I/8"/L.F. - � tubing and shall have a Presto valve installed to allow the connection of an air (n � SANITARY SEPTIC TANK=20'MINIMUM (for other states) , , B.O.SLAB a EL. 19.0' / ccr .re55or. Airline must Ile airtight and its exact length must Ile documented. < Lf) SYS A:IE =Ib.1T p SANITARY LEACHING POOL=20'MINIMUM SYS$':IE=IbLI' SY5'A':IE=1165' / 11. The well cap shall be removable to allow for measurement of depth to water surface _ GREASETRAP=2a'MINIMUM 00-272-4480 811 5Y5 8':lE=nb65' SYS'A':1E=n35' �' 5Y5'A':IE=ITA ® ® © ® ® ® or re55ure. LU PUMP STATION=2O'MINIMUM9 4•p TSP ;� Q 4 SYS�:IE.=1135 SY5�':IE=11A' ® ® � �LP� ® // 12. After construction is complete, the well shall be disinfected per local or State d� MANHOLE=20'MINIMUM 5Y5'A': 10.15'a Y'/LF. =2bq" =0224' 1,200 GAL ZZ `� ® ® ® � p p o PRIVATE WELLS=50'MINIMUM 5Y513': 15.25'•Y'/LF.=3bl'=0316' I SEPTIC TANK ST / ® o ® reopirements _ _ SY5 A:22.17 o io/L.F.=2.71 023 4 4 RETAINING WAILS= 10MINIMt,M ._ / �� D o ® � ® { n �? -�( t- �� (v By law,excavators and contractors working in the For safety reasons, homeowners are strongly 4"MIN 5Y5'B:33.75 oY•/L.F.=4.22 -035 � `) `� i �_n ,,'� I� _ FUEL 5TORA6E TANKS(BELOW 6ROUND)=20'MINIMUM - a 0 x 6 EFF.DP.� ® ® - five boroughs of New York City and Nassau and encouraged to call as well when planning any BOT OF TANK o FL. 13.02' - Suffolk Counties on Long Island must contact type of digging on their property.Homeowners EACHING POOL-= ® ® HORIZONTAL SEPARATION DISTANCES FOR STORM DRAINAGE a0' I P/A, (I OF 2/5Y5) DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1800-272 4480 or by j FEB Q 8 20'15 NON-LEACHING 511�t1GTURES: � -� 3 GLEAN SAND GOLLNR � _ WATER SERVICE LINES/UTERAL5/MAIN5=5'MINIMUM but no more than 10 working days(excluding calling 811,the national call before you dig BOTTOM OF POOL: UNDERbROUND UTILITIES=5'MINIMUM weekends and legal holidays)priorto beginning number. For excavation work completed on PROVIDE: WATERTIGHT,INSECT-PROOF ADJUSTABIJ=AND LOCKING GA5T IRON W TESTHOLE:6ROJOHAT'ElR FOUND EL.6b j 5Y5A' E '13 o EL. 11.0 Southold town 6REA5E TRAP=5'MINIMUM any mechanized digging or excavation workto personal property, it is the contractor's U565 DATA WHJ_No.5323go.1 FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) Planning Dopfd PUMP f.- STATION=5'MINIMUM ensure underground lines are marked. responsibility-NOT the homeowner's-to contact H16HE5T RECORDED 6ROUNDNUTER LEVEL=1026'ABV VERTICAL DATUM(N6VD2q) MANHOLE=5'MINIMUM Excavators and contractors can also submit DigNet. Having utility lines marked prior to SANITARY 5EPTiG TANK=5'MINIMUM locate requests online,through ITIC.If you do not digging is free of charge. currently use ITIC,please call 1-800-524-7603 FINISHED GRADE ET1GlNE : VERTICAL SEPARATION P15TANGES FOR STORM DRAINAGE for more information. 24" 24' 8"MIN TRAFFIC OF NEIN ), LINES: I t 20" MIN - N _ ' PROPOSED S - BEARi1i '"�TOP �`� �� T. 09 WATER SERVICE LINES Ib MINIMUM SEPTIC SYSTEMA ANIMAL BOARDING AND r P �� SANITARY WASTE LINES= I6 MINIMUM I 1 N I 20 MIN PROPOSED SEPTIC SYSTME W - HUMAN WASTE PROFILE - - �` I .6 w INLET �j w (MINIMUM COMMERCIAL SYSTEM - TYPICAL) _L Z _ OUTLET m2 c Irv, NOT TO SCALE APPROVED BY I 435 PVC, 6" FLOW LINE � s MSIN 4'DINR 35 FVC, s�oA 34 CAST IRON FRAME AND 6RATE/COVER CAMPBELL II62 G OR APPROVED EQUAL PI OR :r- �O PIPE OR q FESS\O PLANNING BOARD Ed,IVALENT I - - EQUIVALENT bj PI CH®MIN. , PITCHED MIN. FINAL GRADE Y /I FT C) aJ BAFFLE I Ys IN/I FT JEFFREY T. BUTLER, P.E. A. SEPARATION DI5TANGE REQ'MT5 FOR SEQ'MT5 SEPARATION D15TANGE RFOR TOWN OF SOUTHOl.D WALL 4 N " t BEARINO RAFFIG SANITARY LEACHING STRUCTURES SANITARY SEPTIC TANKS 15'PIPE DIA MIN SLAB (OTHER THAN RE5I0ENTI (OTHER THAN RE5IDENTIAL): � � DATE ID / z I�MIN (AS RE I (HHE� MINIMUM HORIZONTAL SEPARATION DISTANCES: MIN.HORIZONTAL SEPARATION DISTANCES: : °• a _. . ,,.__ I I I APPLICABLE) A.BUILDING W/CELLAR= 10'-0' A.BUILDIN6 W/CELLAR= 10'-0" ZIn PIPE: I B.BUILDIN6 ON SLAB= 10'-0" B.BUILDING ON SLAB=5'-0" • PROVIDE: WATi R 16HT INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON - 51ZZE:DEN5111'POLYETHYLENE ® ® ® ® I G.WATER LINF5= l0'-0' A 7FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) .. ( G.WATER LINK= 10-0 I w DRN INLET TO 50 CONN = 10'1 MIN " ® ® ® ® ® I D.SURFACE WATER(WETLANDS)= 100'-0" D.SURFACE WATER(WETLANDS)=15'-0' •'. , o 50 TO 50 CONK - I5"o MIN I °t F.PUBLIC,WELL=200'-0" F.PUBLIC WELL=200'-0' , \ \ (Y ROOF LOR CONN =4'1 MIN ® ® ® p © ® I 6.PRIVATE WEU-= 150'-0" , r v r � u-I I ® ® ® ® ® 6.PRIVATE WELL= loo-0 B 8 MIN TRAFFIC - � � _ J Z - LL © ® ® ® ® I 3' MIN. K RET.WALL(WiPPROFF)= 10'-0' K RET.WALL RrRPROOF)= 10'-0' A- 3MIN. ® ® ® d v ® ® I J.U/6 FUEL TANY5= 20'-0' -� -� ' J U/6 FUEL TANKS=20'-0' FINISFNED GRADE BEARING SLAB NOTE: ALL PIPING INSTALLED LU o Q ® ® ® }!! M LU L ® ® I K.U/6 uTILI1TE5=5'-0' K.U/6 UTILITIES=5'-0' THP i WRAP STRUCTURES UNDER BLDG SHALL BE CA5T IRON W Z ® ® ® © ® WITH FILTER FABRIC L.STORM DRAINS OR L.STORM DRAINS=20'-0' 2, AND SHALL REMAIN CAST IRON LEAVING / n/ Q O Z Q o ® ® ® ® N5E 6EOTEX 351,BY RECHAR6E BASINS=20-0 M.CATCH BASINS=5'-0' " PROPER) M.CAT( BASINS,NON-LEACHING= 10'-0' (NON-LEAGHIN6) :' • 2 1 AWAY FRTHE OM BLD6 PERIMETER.TO A DISTANCE F 5' O N.SAN.L.P.=V N.SAN.L.P.=V-O' A. a W < a- © o © ® ® P.PROP.LINES=10'-0' P.PUMP STA,6REA5E TRAP NOTE: GAL0'5 AND DE-516N I I O Z ,_ ® o ® ® ® I Q.TOP OF EMBANKMENT OR STEEP SLOPE OR MANHOLE=V-O' PLAN PERFORMED IN ACCORDANCE Q (15%SLOPE OR 6REATEW=25'-0' TRAP 51ZE v o Q.PROP.LINES=5'-0' ®®® WITH 5GDH5 SPECS. ® © ® ® R BLUFF=65'-0' R.5WIMMIN6 POOL=20'-0' DIM. 4" PVC, PIPE OR 35 ®®® I I I \ Q S.SEPTIC TANK,PUMP STA,6REA5E TRAP 5.TOP OF EMBANKMENT OR STEEP SLOPE =1 / W OR MANHOLE=V-O' A 30 EQUAL, PITCHED =Irm z T.5WIMMIN6 POOL=20'-0' (1LU SLOPE OR 6REATT W=25'-0 MIN Vb" PER LIN FT ®® I \ LU Z � �- � NON-RATEABLE T.BLUFF=65'-0 6ALY.STEEL g 30 - ry a' v1AMETER 501L FRAME 4 COVER G q J ® >/ w } J Z J GROUND WATER GRADE s' MIN. ® I I _�- Q iY 0 o m ON (ZOLLAR MATERIAL LL 6" MIN. COLLAR -' ,p �- LLI ~ LL- o Z- (PENETRATION) - RATABLE 501E _ a - ( - I I I J O OI III- I •� �- �i LU > t 5uB o I I - N m < o 0 UNDERLYING SAND AND GRAVEL STRATA BETWEEN PIPE AND CAULK WATERTIGI HT �• 1 - I / Q .. a'� \ z SLEEVE NOTE5- L - - - - - - - / Z (D I.WLAR DEPTH 15 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. p 2.COLLAR MATERIAL SHALL 13E CLEAN 6RAVEL ONLY. 6ALV.STEEL SLEEVE-� a G A SEE PLAN FOR Z 16' MIN. PENETRATION \ I I O INV. ELEVATION INTO A VIR61N NOTES_ I I / v 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. �. � � a I. CONCRETE TO TEST 4000 P.5.1 � DOVER THICKNE55E5 Hip RDED in 5TRATA OF SAND p 2b DAYS 4.U5E 15' DIA CORRU6ATT37 H16H DENSITY POLYETHYLENE HEAVY DUTY PIPE FOR ' INTERCONNECTION OF ON-51TE STORM WATER LEAGHIN6 POOLS • . ' A.HDPE PIPE SPECIFICATION(AA"HTO M-2q4) 3/16" FOR SPAN OF 30" _ � �p`�L 2. REINFORCEMENT MEETS A.5.T.M. \ � � I � Z B. INSTALLATION OF HDPE SPECIFICATION(A5TMi 0-2321) 1/4' FOR 5PAN OF 36"Y SEGTI ON A-615,A-165 5PE65 " / LL_ F A G E G. HATERT164T JOINT TE5TIN6 SPECIFICATION(A5TM 0-3212) 5/116 FOR 5PAN OF 4b BACKFILL MATERIAL 3. ALL 5ANITARY PIPIN6 TO 13E 4,P D.GASKET SPECIFICATION(ASTM F-471) 3/8" FOR SPAN OF 60" (GRAN SAND s GRAVEL) 5DR 35 PVC, 1/2" FOR 5PAN OF 12" TYP. SANITARY LEAGHINC POOL (LP) SEPTIG TANK - 1200 CAL. _ TYPICAL STORM WATER TYP I GAL MOUSE TRAP DETAIL 5c,�,LE: N.T.s. , , , LEACH I NC POOL (5D) DETAIL NSED IN 5Y5TEM A AND '6) 2Q NOT TO 50ALE 5GALE: NONE 5GALE: NOT TO 5GALE Of 4 THESE DRAWINGS AND AGGOMPANYING SPEGIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF T14E ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHIGH THEY WERE PREPARED.REI15E,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENGE OF ACCEPTANCE OF THESE RESTRICTIONS. GLED26YW GN1 LED13YST11 B 26 Wafts of energyefficient LED garage lighting. 100,000 hour LED Color:White Weight: 18.2 lbs w' 13&26 Watt Straight Shade LED Gooseneck Luminaire designed to 9 9 9 9� g Color: Black Weight: 11.0 lbs lifespan.5 year warranty.High-performance output maximizes match the architecture of Main Street storefronts and building spacing criterion. perimeters. LED Gooseneck Straight Shade with 24"Goose Arm __} `- Style 1. •• '��/� wmm Y e.�. 1 35mm 1 �';;' • - �i��li rilrl,, `. . .m z,omm Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired % LED Info Driver Info --° �' on C103 Mounting plate. Lamps supplied. LED Info Driver Info _' Wafts: 26W Type: Constant Current Wafts: 13W Type: Constant Current Color Temp: 3000K(Warm) 120V: 0.30A Lamp Info Ballast Info Color Temp: 3000K(Warm) 120V: 0.3A Color Accuracy: 83 208V: 0.17A Type: T-4 Type: N/A Color Accuracy: 86 208V: 0.3A L70 Lifespan: 100000 240V: 0.15A Wafts: 75W 120V: N/A L70 Lifespan: 100000 240V: 0.3A LM79 Lumens: 2,202 277V: 0.13A Shape/Size: N/A 208V: N/A LM79 Lumens: 514 277V: 0.15A Efficacy: 79 LPW Input Watts: 28W Base: N/A 240V: N/A Efficacy: 33 LPW Input Watts: 16W Efficiency: 93% ANSI: N/A 277V: NIA Efficiency: 83% Hours: 1,500 Input Wafts: 75W Lamp Lumens: 1,500 Efficiency: 100% Technical Specifications Efficacy: 20 LPW Technical Specifications UL Listing: Lens: Technical Specifications UL Listing: Cold Weather Starting: Suitable for Wet Locations. Covered Ceiling Mount Prismatic polycarbonate lens. Suitable for wet locations. Suitable for mounting within The minimum starting temperature is-40'F/-40'C Only. UL Listing: 1.2m (4ft) of the ground. Reflector: Suitable for wet locations. Suitable for mounting within Shades: IP Rating: Semi-specular anodized aluminum with ultra-white, 97% 1.2m (4ft) of the ground. Lifespan: 11" Straight Shade offered. Ingress Protection rating of IP65 for dust and water. reflective optics. 100,000-hour LED lifespan based on IES LM-80 results Housing: and TM-21 calculations. Finish: Lifespan: Gaskets: Precision die cast aluminum, 1/2" NPS threaded arm Our environmentally friendly polyester powder coatings 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. with locking swivel and EZ Grip lock nut fits all standard Fixture: are formulated for high-durability and long-lasting color, and TM-21 calculations. mounting covers. The GN1 LED13YST11 B comes with the GOOSE1 B and contains no VOC or toxic heavy metals. Offers Finish: arm. significantly improved gloss retention and resistance to LEDs: Our environmentally friendly polyester powder coatings Lens Gasket: color change. High-output, long-life LEDs. are formulated for high-durability and long-lasting color, High temperature silicone gasket stays in place during LED: and contains no VOC or toxic heavy metals. relamping. Single multi-chip, 13W high-output, long-life LED. Surge Protection: Drivers: 4kv Constant Current, Class 2, 100V-277V, 50/60 Hz, 6kv Color Consistency: Reflector: Driver: Surge Protection, 720mA, 100-277VAC 0.4 Amps. 3-step MacAdam Ellipse binning to achieve consistent Semi-specular anodized aluminum. Constant Current, Class 2, 100-277V, 50/60 Hz, Color Stability: fixture-to-fixture color. 100-240VAC 0.3 -0.15A, 277VAC 0.15A, THD LED color temperature is warrantied to shift no more Power Factor: Sockets: &#8804;20%, PF 97.5%. than 200K in CCT over a 5 year period. 99.3% at 120V, 87.1% 277V Color Stability: Porcelain bi-pin GY 8 base with gold plated contacts LED color temperature is warrantied to shift no more and 250' C socket wires. Thermal Management: Color Uniformity: THD: than 200K in CCT over a 5 year period. Custom heat sink assembly in thermal contact with RAB's range of CCT (Correlated color temperature) 7.2% at 120V, 10.7% at 277V Lens: die-cast aluminum housing for superior heat sinking, follows the guidelines of the American National Color Uniformity: Thick, tempered glass. Standard for Specifications for the Chromaticity of Solid m Cold Weather Starting: RAB's range of CCT(Correlated Color Temperature) Housing: State Lighting (SSL) Products, ANSI C78.377-2008. m Minimum starting temperature is -40'C (-40'F). follows the guidelines of the American National Finish: Precision die-cast aluminum housing, lens frame and Ambient Temperature: Standard for Specifications for the Chromaticity of Solid Our environmentally friendly polyester powder coatings mounting plate. Equivalency: t- State Lighting (SSL) Products, ANSI C78.377-2011. are formulated for high-durability and long-lasting color, The GNLED13 is equivalent in delivered lumens to 75W N Suitable for use in 40'C (104°F) ambient temperatures. and contains no VOC or toxic heavymetals. Gaskets: • incandescent, 50W MH or 18W CFL. Green Technology: High Temperature Silicone Thermal Management: Mercury and UV Free, and RoHS compliant. Replacement Lamps: Green Technology: Superior heat sinking with integrated air-flow fins. Mounting: Mercury and UV free, and RoHS compliant. Polyester Housing: IESNA LM-79 & LM-80 Testing: Heavy-duty mounting arm with "O" ring seal and powder coat finish formulated without the use of VOC or w m X RAB LED luminaires have been tested by an Installation: stainless steel screw. < Precision die-cast aluminum housing and door frame. toxic heavy metals. X W 1L. independent laboratory in accordance with IESNA Twin 75w Flood Kit pre-assembled on C103 plate for Mounting: LM-79 and LM-80, and have received the Department.of easy installation. Correlated Color Temp. (Nominal CCT): O Easy hanging plate with hooks for ceiling mount. Energy"Lighting Facts" label. 3000K CD 1 O Patents: < L() DLC Listed: RAB sensor and fixture designs are protected under APPROVED BY California Title 24: (3 W � U.S. and International Intellectual Property laws. Goosenecks complies with 2013 California Title 24 (Y This product is on the Design Lights Consortium (DLC) p � Qualified Products List and is eligible for rebates from PLANNING BOARD building and electrical codes as a commercial outdoor DLC Member Utilities. TOWN OF SOUTHOLD non-pole-mounted fixture < 30 Watts when used with a photosensor control. Select catalog number m PCS900 120V or PCS900/277 to order a photosensor. `0 California Title 24: DATE / � J ( ) RAB NOTES: See GLED26BB/BL or GLED52/D10 for a 2013 (2) LED GOOSENECK LIGHTING FIXTURES - 4 IESNA LM-79 & IESNA LM-80 Testing: California Title 24 compliant product. Any additional MODEL No. 6NILED13Y5TII5 r RAB LED luminaires have been tested b an W " THE LIGHT L055 FACTOR(LLF) 15 A PRODUCT OF MANY component requirements will be listed in the Title 24 MOUNTING HE16HT = 12' ABV GRADE - �"'� independent laboratory Y ~ VARIABLES,ONLY LAMP LUMEN DEPRECIATION (LLD) HAS BEEN section under technical specifications on the product p ry in accordance with IESNA APPLIED TO THE CALCULATED RESULTS UNLE55 OTHERH15E NOTED. page. LM-79 and 80, and have received the Department of THE LLD 15 THE RESULT (QUOTIENT) OF MEAN LUMENS / INITIAL Energy"Lighting Facts" label. O.o0.00.00.00.00.00.00.00.00.00.ob.o0.0 0 `0.0b.0b.00.00.0 '0.00.0b.0 `0.0b.o `0.00.00.00.00.00.00.ob.0 '0.0 'bDbDbDbDbDb.o0. LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. Patents: OF NE The design ofGLED26is protected by patents pending �, '0.00.00.00.ob.ob.0b.o0.00.00.00.00.0 `0.00.0 `0. b.00.0b.o0.00.0 `0.0b.o0.0b0o0.0 `0.0 `0.00.0 `o.0b.0b.0b.ob.0 `o.00.0b.o0.0 `0.00.0 `0.00. 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PART OF A PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. 6-o 0.0 0.0 0.0 `0.0 0.0 '0.0 `0.0 'ao b.o `ao b.1 b.1 `0.1 0.l `0.1 `0.1 `0.2 '03 `0.4 `0.i 'o.q `0.i `0.3 0.1 `D `D `0.0 0.0 `0.0 0.0 `0.0 `.0 `0.0 0.0 N � 7, /�/� � O O V 0.0 0.0 0.0 0.0 0.0 0.0 ao 0.0 0.0 0.0 0.1 `0.1 0.1 0.1 0.1 0.1 02 0.3 0.4 `0.4 0.4 0.4 0. ` 1 0.0 0.0 0.0 0. 0.0 0.0 '.o 0. ( Vii, <� b Z ti i (2) GARAGE L16HT(HIGH HAT) c_� Z Luminaire Schedule ao `ao ao `ao `ao 'ao b.o `0.o o.o b.o `o.o '0.o `o.o `0.1 `0.1 `o.l '0.1 `0.1 02 'o2 0.3 0.3 `0.2 `0.2 0.1 `0.0 '0.0 `0.0 .0 o MODEL No. GLED26YW �mbol Ta G Label Arrangement TI Lam Lumens Lum. Lumens LLF Description Lum. Watts Arr. 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O.o O.o O.o O.o *ao b.o bo b.o b.o *ao 'o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o `. b.o b.o o.o o.o MOUNTING HEIGHT = 8' ABV 6RADE Label Description GalcType Units Avg Max Min Avg/Min Max/Min Pt5pcLr Pt5pcTb C,&Pts Site Readings Taken at 0'-0" AF6 Illuminance Fc 0.06 4.5 0.0 N.A. N.A. 5 5 ENLARC ED PLAN - PROPOSED L 1 CANT I NC SGALE: I" = 20'-0" of 4 THESE DRAWINGS AND ACGOMPANYING 5PEGIFIGATION5,A5 INSTRUMENTS OF 5ERVIGE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITEGT AND THEIR U5E AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REU5E,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXGEPT BY WRITTEN PERMISSION FROM THE ARCHITEGT.TITLE TO THE5E PLAN5 SHALL REMAIN WITH THE ARCHITEGT. VISUAL GONTAGT WITH THEM SHALL GONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THE5E RESTRICTIONS. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - STANDARDS FOR PRIVATE WATER SYSTEMS 6,406.4-1 APPLICABILITY §^406.4-5 GANN65,SCREENS,DROP PIPES AND WELL SEALS CONTINUED: §,406.4-10 INTRODUCTION CONTINUED: TABLE 4.ALTERNATIVES WHEN TEST WELL WATER QUALITY 15 UNSATISFACTORY CONTINUED: §,406.4-13 WATER QUALITY ANALY515 CONTINUED THE REGULATIONS CONTAINED HEREIN ARE 155UED IN ACCORDANCE WITH SUFFOLK COUNTY SANITARY PITLE55 ADAPTERS OR UNITS CERTIFIED BY THE N5F OR WATER SYSTEMS COUNCIL MUST BE USED AFTER THE WELL AND LATERAL HAVE BEEN INSTALLED AND PRIOR TO BAGKFILLING,THE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A, B,OR G LISTED ABOVE SHALL MEET THE WATER TO AVOID DELAYS IN REGEIVIN6 APPROVALS,WATER SAMPLING SHOULD BE CODE,ARTICLE 4 - WATER SUPPLY, §40(9.4. TH15 SECTION REQUIRES THAT PRIVATE WATER 5Y5TEM5 ONALL WELLS EXCEPT SUGTION-LIFT SYSTEMS. TAMPER-RE515TANT WATER TIGHT SANITARY WELL MUST QUALITY STANDARDS L15TED ABOVE IN THIS §406.4-120), INCLUDING (04111),OR PERFORMED A5 50ON A5 PRAGTIGAL. THE WATER SYSTEM MUST HAVE BEEN CONFORM TO STANDARDS 155UED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 5EAL5 ORGAPS,CONFORMING TO WATER SYSTEMS GOUNGIL STANDARD - PA5 - 2,MUST BE USED AT NOTIFY THE DEPARTMENT TO INSPECT THE INSTALLATION. IF THE DEPARTMENT ELECTS NOT TO (5) INSTALL A TEST WELL ON EACH PROP05ED LOT IN CONFORMANCE WITH THE REQUIREMENTS DISINFECTED AND HAVE NO CHLORINE RE51DUAL AT THE TIME OF SAMPLING. SAMPLES (HEREIN AFTER REFERRED TO AS THE DEPARTMENT), AS WELL AS TO MINIMUM NEW YORK STATE THETOPS OF GA51NG5 OR PITLE55 UNITS. WELLS MUST BE FINISHED A MINIMUM OF I FOOT ABOVE PERFORM AN INSPECTION, THE EXCAVATION MAY BE BAGKFILLED. BAGKFILLIN6 15 PROHIBITED CONTAINED IN §406.4-12(A).WATER QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES FOR MICRO BIOLOGICAL ANALYSIS MUST BE COLLECTED WHEN THE ENTIRE WATER REQUIREMENTS CONTAINED IN IONYGRR APPENDIX 5-13 TITLED RURAL WATER SUPPLY FOR ITEMS GRADE AND 2 FEET ABOVE ANY POSSIBLE FLOOD LEVEL. WITHOUT THE PRIOR GONSENT OF THE DEPARTMENT. THE DEPARTMENT RESERVES THE RIGHT TO AND MAXIMUM CONTAMINANT LEVELS (MGUS) CONTAINED IN PART 5 OF THE NEW YORK STATE 5Y5TEM 15 COMPLETE. WATER SYSTEM 015INFEGTION SHALL BE REQUIRED TO BE NOT COVERED BY THE DEPARTMENT'S STANDARDS. INSPECT THE SYSTEM AT ANY TIME PRIOR TO FINAL APPROVAL. SANITARY CODE,EXCEPT THE COMBINED IRON AND MANGANESE CONCENTRATION WHICH SHALL NOT REPEATED,OR SYSTEM MODIFICATIONS MADE, IF THE MICRO BIOLOGICAL ANALY515 15 §,406.4-6 WELL LATERALS EXCEED 1.0 MG/L,ON INDIVIDUAL BUILDING LOTS(SEE §406.4-12(0)). IF WATER QUALITY EXCEEDS UNSATISFACTORY. WATER ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE A PRIVATE WATER 5Y5TEM 15 DEFINED IN ARTICLE 4 AS ANY SYSTEM TO PROVIDE DRINKING WATER LATERAL LINES BETWEEN THE WELL AND DWELLING OR STRUGTURE MUST HAVE A MINIMUM I.D. OF §,406.4-II AGGE55 TO PUBLIC WATER(COMMUNITY WATER SUPPLE THESE STANDARDS ON ANY PROPOSED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED A5 A LESS THAN ONE YEAR OLD. OTHER THAN THAT SECURED FROM A PUBLIC WATER 5Y5TEM (COMMUNITY OR NON-COMMUNITY). 0.15 INGHE5,BE FIRMLY ATTACHED TO THE WELL GA51N66,AND MEET THE FOLLOWING REQMTS: ALL APPLICATIONS TO INSTALL OR USE A PRIVATE WATER 5Y5TEM MUST INCLUDE EVIDENCE BUILDING LOT AND SHALL BE 50 NOTED ON THE SUBDIVISION MAP. A COVENANT SATISFACTORY TO PRIVATE WATER SYSTEMS CON515T OF WELLS,PIPING,TANKS,WATER TREATMENT DEVICES AND 5AT15FAGTORY TO THE DEPARTMENT THAT A COMMUNITY WATER SYSTEM 15 NOT AVAILABLE. TABLE 5 - WATER QUALITY ANALY515 APPURTENANCES INTENDED TO SUPPLY DRINKING WATER TO FACILITIES SUCH AS: SINGLE FAMILY I. DEPTH - TO PROTECT AGAINST FREEZING, LATERALS MUST BE INSTALLED A MINIMUM OF 54 CONNECTION TO A COMMUNITY WATER SYSTEM 15 REQUIRED IF THE SYSTEM HAS SUFFICIENT THE DEPARTMENT WILL BE REQUIRED FOR ANY UNBUILDABLE LOTS. IF FUTURE TESTING AI THE DEPARTMENT SHOWS ACCEPTABLE WATER QUALITY OR IF PUBLIC WATER BECOMES AVAILABLE THE INCHES BELOW FINAL GRADE. CAPACITY TO SERVE THE APPLICANT AND IF ANY OF THE FOLLOWING APPLY: TOTAL COLIFORM CHLOROFORM P-15OPROPYLTOLUENE RESIDENCES,MULTIPLE RESIDENCES OF FEWER THAN FIVE UNITS,AND NONRESIDENTIAL LOT MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL LOT TEST WELLS MAY BE DEEPENED 2. MATERIALS-LATERALS MUST BE CONSTRUCTED OF TYPE "K' CAPPER,OR HIGH DENSITY I. SINGLE-FAMILY RESIDENCE,WHERE WATER MAINS EXIST WITHIN 150 FEET OF THE APPLIGANT'S PH 2-GHLOROTOLUENE METHYLENE CHLORIDE (COMMERCIAL AND INDUSTRIAL) ESTABLISHMENTS SERVING M AVERAGE N FEWER THAN 25 PLASTIC CLEARLY LABELED AS ASTM RATED FOR 100 P51 AND N5F APPROVED FOR POTABLE PROPERTY LINE. UTILIZING THE REQUIREMENTS OF OPTIONS A, B,OR G LISTED IN ALTERNATIVE (4). SPECIFIC GONDUGTIVITY 4-GHLOROTOLUENE N-PROPYL13ENZENE PERSONS DAILY. THESE REGULATIONS DO NOT APPLY TO COMMUNITY AND NON-COMMUNITY PUBLIC WATER SYSTEMS,WHICH ARE REGULATED UNDER PART 5 OF THE NEW YORK STATE SANITARY CODE. HATER USE. 2.51NGLE-FAMILY RESIDENCE FOR WHIC (6) IN SHORELINE AREAS, ' H MINIMUM WELL SEPARATION OR DEPTH REQUIREMENTS NITRATE DIBROMOME7HANE STYRENE L 3. SEPARATION - LATERALS MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY CANNOT BE MET OR UNTREATED WELL WATER QUALITY 15 UNSATISFACTORY AND WATER MAINS WHERE ALPROP05ED LOTS ARE GREATER THAN 2.0 ACRES AND WHERE FREE AMMONIA 12-DIGHLOROBENZENE 111",2-TETRACHLOROETHANE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS INSTALL A TEST WELL ON EACH LOT IN THE STANDARDS FOR PRIVATE WATER SYSTEMS, §406.4-1 THROUGH §406.4-9,CONTAINED HEREIN SEWER LINE,SEPTIG SYSTEM MAIN LINE,LEACHING POOL,OR DRY WELL. EX15T WITHIN 250 FEET OF THE APPLICANT'S PROPERTY LINE. , CHLORIDE 1,3-DIGHLOROBENZENE 1,1,2,2-TETRAGHLOROETHANE APPLY TO ALL NEW WELL INSTALLATIONS AND THE REPLACEMENT OF EXISTING PRIVATE WATER 3. MULTIFAMILY RE51DENGE WHERE WATER MAINS EXIST WITHIN 250 FEET OF THE APPLIGANV5 CONFORMANCE WITH THE REQUIREMENTS CONTAINED IN §40b.4-ET B EXCEPT THAT THE TOP . W IRON 1,4-DIGHLOROBENZENE TETRAGHLOROETHENE SYSTEMS,AS DEFINED IN ARTICLE 4. PROCEDURES DESCRIBED IN §406.4-10 THROUGH §406-4.18 EACH WELL SCREEN SHALL BE INSTALLED A MINIMUM OF 20 FEET BELOW THE WATER TABLE. WATER &406.4-1 PUMPING EQUIPMENT t STORAGE TANKS PROPERTY LINE. MANGANESE DICHLORODIFLUOROMETHANE TOLUENE ANY COMMERCIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL INSTALLED 15 4.REALTY SUBDIVISION OR DEVELOPMENT WHERE WATER MAIN5 EXIST WITHIN A 015TANGE QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS ZING I,I-DIGHLOROETHANE 1,2,3-TRIGHLOROBENZENE APPLY ONLY TO PRIVATE WATER SYSTEMS PROPOSED TO SERVE NEW GONSTRUGTION. ACCEPTABLE,WITH THE FOLLOWING LIMITATIONS: EQUIVALENT TO 150 FEET MULTIPLIED BY THE NUMBER OF PROPOSED LOTS,FROM THE (MGL'S) CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE, EXCEPT THE COMBINED COPPER 1,2-DICHLOROETHANE 1,2,4-TRIGHLOROBENZENE WHERE A REPLACEMENT PRIVATE WATER SYSTEM CANNOT CONFORM TO THESE REGULATIONS DUE TO APPLIGANT'S PROPERTY LINE. IRON AND MANGANESE GONGENTRATION WHICH SHALL NOT EXCEED 1.0 MG/L,AS INDIVIDUAL LEAD I,I-DIGHLOROETHENE 1,1,1-TRICHLOROETHANE 9 PHYSICAL OR FINANCIAL CONSTRAINTS,THE WELL DRILLER AND PROPERTY OWNER MUST COMPLETE 1.5TRAIGHT CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC, 5. COMMERCIAL OR INDUSTRIAL BUILDINGS WHERE WATER MAINS EXIST WITHIN 500 FEET OF THE BUILDING LOTS (SEE §406.4-12(0)). IF WATER QUALITY EXCEEDS THESE STANDARDS ON ANY MBAS GIS 1,2-DIGHLOROETHENE 1,1,2-TRIGHLOROETHANE AND SIGN A NONCOMPLIANCE NOTIFICATION FORM (AVAILABLE FROM THE DEPARTMENT) SPECIFYING WATER LEVEL IN THE WELL 15 20 FEET OR LESS. APPLIGANT'S PROPERTY LINE. FOR PROPOSED STRUCTURES LARGER THAN 5,000 GROSS PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED A5 A BUILDING LOT AND SHALL BE BENZENE TRANS 1,2-DIGHLOROETHENE TRIGHLOROETHENE WHICH 6N A NONCOMPLIANCE OF THESE STANDARDS HAVE NOT BEEN MET. SAID FORM MUST BE SUBMITTED SQUARE FEET,CONNECTION 15 REQUIRED WITHIN A DISTANCE EQUIVALENT TO THE PROPOSED 50 NOTED ON THE SUBDIVISION MAP. IF FUTURE TESTING BY THE DEPARTMENT SHOWS ACCEPTABLE BROMOBENZENE 1,2-0IGHLOROPROPANE TRIGHLOROFLUOROMETHANE WH THE DEPARTMENT WITHIN E DAYS OF THE WELL'S BEEN MET. S 2. REGENERATIVE TURBINE SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE 5TATIG 6RO55 SQUARE FOOTAGE DIVIDED BY TEN,E.G.,WITHIN 600 FEET OF A PROPOSED 6,000 WATER QUALITY,OR IF PUBLIC, WATER BECOMES AVAILABLE,THE LOT MAY BE APPROVED FOR BROMOGHLOROMETHANE I,3-DIGHLOROPROPANE 1,2,3-TRIGHLOROPROPANE WATER LEVEL IN THE WELL 15 25 FEET OR LESS. SQUARE FOOT BUILDING. DEVELOPMENT. COVENANTS,5AT15FAGTORY TO THE DEPARTMENT,PROHIBITING ANY FUTURE BROMOMETHANE 2,2-DIGHLOROPROPANE 1,2,4-TRIMETHYLBENZENE §406.4-2 WELL YIELDb.COMMERCIAL OR INDUSTRIAL SUBDIVISION OR DEVELOPS TENT WHERE WATER MAIN5 EX15T SUBDIVISION OF THE PROPERTY ARE REQUIRED FOR ALL LOTS. N-BUTYLBENZENE 1,1-DIGHLOROPROPENE 1,3,5-TRIMETHYLBENZENE 3. JET PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC WATER LEVEL IN THE WELL 15 WITHIN A D15TANGE EQUIVALENT TO THE MAXIMUM BUILDABLE SQUARE FOOTAGE ALLOWED 5EG-BUTYLBENZENE GI5 1,3-DIGHLOROPROPENE M-XYLENE PRIVATE WATER 5Y5TEM WELLS SERVING SINGLE FAMILY RESIDENGES MUST BE CAPABLE OF 60 FEET OR LE55(AND THE CASING I5 100 FEET OR LE55). DIVIDED BY TEN,WHEN MEASURED TO THE GL05E5T PROPERTY LINE. WHEN INGREA51N6 THE DEPTH OF TEST WELLS DUE TO UNSATISFACTORY WATER QUALITY,OPTIONS A-G TERT-BUTYLBENZENE TRANS 1,3 DIGHLOROPROPENE O-XYLENE PROVIDING A CONTINUOUS YIELD OF AT LEAST 5 GALLONS PER MINUTE,MEASURED AT THE OUTLET OF OUTLINED IN ALTERNATIVE (4) MUST BE STRICTLY FOLLOWED. THE FINDING OF UNSATISFACTORY GAR50N TETRACHLORIDE ETHYLBENZENE P-XYLENE THE STORAGE TANK. AN ADDITIONAL YIELD OF 5 GALLONS PER MINUTE MUST BE PROVIDED FOR EACH PERMANENT PUMPING EQUIPMENT MAY BE INSTALLED ONLY AFTER THE WELL HAS BEEN DEVELOPED IF CONNECTION TO A COMMUNITY WATER SYSTEM BECOMES F&515LE (DUE TO WATER MAIN WATER QUALITY IN A TEST WELL 15 DEEMED AS HAVING DEMONSTRATED THAT THE AQUIFER SEGMENT GHLOROBENZENE HEXAGHLOROBUTADIENE VINYL CHLORIDE ADDITIONAL DWELLING UNIT,E.G.,20 GPM FOR A FOUR-UNIT RESIDENCE.PRIVATE WATER SYSTEMS AND 51LT-FREE WATER HAS BEEN OBTAINED. PUMPS MUST BE EQUIPPED WITH A PRE55URE SWITCH EXTENSIONS OR IMPROVED SYSTEM CAPACITY) PRIOR TO OR DURING CONSTRUCTION OF A PROJECT 15 CONTAMINATED AND 15 UNSUITABLE A5 A DRINKING WATER SOURCE. PULLING THE WELL BACK OR GHLOROETHANE 1501PROPYLBENZENE METHYL-TERT-BUTYL-ETHER SERVING NONRESIDENTIAL ESTABLISHMENTS MUST BE GAPA13LE OF PROVIDING A GONTINUOUS YIELD THAT 15 SET TO OPERATE AT A MINIMUM PRESSURE OF 20 P51 WITH A 20 P5I DIFFERENTIAL. PREVIOUSLY APPROVED BY THE DEPARTMENT FOR A PRIVATE WATER SYSTEM,THEN THE APPROVAL MARGINALLY DEEPENING IT WITHIN THE SAME AQUIFER SEGMENT(LESS THAN A 40-FOOT CHANGE IN (MTBE) OF AT LEAST FIVE GALLONS PER MINUTE,MEASURED AT THE OUTLET OF THE STORAGE TANK,PLUS PUMPING EQUIPMENT MUST BE LOCATED IN AN AREA THAT 15 DRY,PROTECTED AGAINST SURFACE FOR THE PRIVATE WATER SYSTEM 15 VOIDED,AND THE APPLICANT MUST FILE A REVISED PLAN WITH SCREEN SETTING) 15 NOT PERMITTED. ANY ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROGE551NG PURPOSES. DRAINAGE AND FREEZING,AND CONVENIENTLY AGGE551BLE FOR MAINTENANCE AND REPAIR. THE DEPARTMENT. NOTE: THE DEPARTMENT MAY REQUIRE THE ANALYSIS OF ADDITIONAL PARAMETERS §406.4-3 WELL LOCATION INSTALLATION OF PUMPING EQUIPMENT IN PITS 15 PROHIBITED. REALTY DEVELOPMENTS AND SUBDIVISIONS APPROVED ON THE BA515 OF DEEPENED WELLS SHALL SUGH AS ALDIGARB OR DAGTHAL. IN ORDER TO PROTEGT THE SANITARY AND CHEMICAL QUALITY OF PRIVATE WELLS FROM POTENTIAL X406.4-12(A) GENERAL REQUIREMENTS FOR TEST WELLS HAVE SPECIAL COVENANT REQUIREMENTS,AND BE 50 NOTED ON THE FINAL MAP. INDIVIDUAL LOT CONTAMINATION 5OURGE5,AND TO FACILITATE AGGE55,MINIMUM HORIZONTAL SEPARATION 1)15TANGE5 STORAGE TANKS MUST HAVE A MINIMUM OF &2 GALLONS CAPACITY OR EQUIVALENT. IN ADDITION, A TEST WELL MAY BE REQUIRED IN ORDER TO DETERMINE THE SUITABILITY OF THE USE OF INDIVIDUAL APPROVALS FROM SAID MAP WILL REQUIRE WELLS OF SIMILAR MINIMUM DEPTHS,UNLE55 ADDITIONAL IN GASES OF UN5ATI5FAGTORY WATER QUALITY,AS DETERMINED BY THE BETWEEN WELLS AND THE CLOSEST PORTION OF THE ITEMS LISTED IN TABLE I MUST BE MAINTAINED: THEY MUST MEET THE FOLLOWING STANDARDS: PRIVATE WATER SYSTEMS,WHERE THE DEPARTMENT HAS DETERMINED THAT A PUBLIC, WATER TEST WELL(5) DEMONSTRATE SATISFACTORY WATER QUALITY. DEPARTMENT,THE APPLICANT SHALL BE REQUIRED TO MODIFY THE LOCATION AND/OR SUPPLY 15 NOT AVAILABLE OR AGGE551BLE (SEE §406.4-11 AC( TO PUBLIC, WATER). A TEST WELL DEPTH OF THE WELL. RETE5TIN6 TO CONFIRM THE ORIGINAL ANALY515 15 ALLOWABLE, TABLE I -SEPARATION REQUIREMENTS I. MATERIALS - 11U5T BE NON-GORROSIVE,OR THE WATER CONTACT SURFACE NDN-METALLIG. OR WELLS 15 REQUIRED FOR ANY APPLICATION FOR A REALTY SUBDIVISION OR DEVELOPMENT,AND §,406.4-12(0) SPEGIFIG TEST WELL REQUIREMENTS FOR DEVELOPMENTS PROVIDED THE SAMPLING PROCEDURES IN §406.4-13 WATER QUALITY ANALY515 ARE T7- FOUNDATIONS 10 FEET(SEE NOTE 1) MAY BE REQUIRED FOR INDIVIDUAL LOTS. IN ORDER TO DETERMINE THE DEPTH AT WHICH THE BEST TEST WELL REQUIREMENTS FOR DEVELOPMENTS (2 TO 4 LOTS) MAY ALLOW THE APPLICANT AN FOLLOWED. IF THE APPLICANT CAN DEMONSTRATE TO THE DEPARTMENT'S LEACHING POOLS(ON t OFF-SITE) 150 FEET(SEE NOTE 2) 2. PRESSURE GAUGE - MUST BE INSTALLED AT THE PUMP OR TANK. WATER QUALITY 15 AVAILABLE,APPLICANTS MAY PERFORM EYPLORATORY DRILLING BY INSTALLING ADDITIONAL ALTERNATIVE OTHER THAN THOSE OUTLINED FOR REALTY SUBDIVISIONS. TEST WELLS SATISFACTION THAT POTABLE WATER 15 NOT AVAILABLE ON THE PARCEL,THE PROPERTY LINES I FOOT 3.AIR VOLUME CONTROL VLV- MUST BE PROVIDED ON TANKS NOT CONTAINING DIAPHRAGMS. § TEST WELLS AT VARIOUS DEPTHS AND PRE-TEST WATER QUALITY,PRIOR TO REQUE5TIN6 ANALY5E5 SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS CONTAINED IN 406.4-12(A). DEPARTMENT MAY ALLOW THE INSTALLATION OF WATER TREATMENT. SEPTIC TANKS 15 FEET BY THE DEPARTMENT. m §446.4-14 WATER TREATMENT FOR INDIVIDUAL LOTS m SEWER LINES t SEPTIC, 5Y5TEM MAIN LINES 50 FEET 4.5HUT-OFF VALVE - MUST BE INSTALLED ON THE OUTFLOW SIDE OF THE TANK. A MINIMUM OF ONE INITIAL TEST WELL SHALL BE INSTALLED ON THE PROPERTY. IN GENERAL,WHERE INSTALLATION OF WATER TREATMENT MAY BE ALLOWED BY THE DEPARTMENT ONLY O STORM DRAINS,CATCH BASINS,5UMP5, TEST WELLS SHALL BE LOCATED 6 THE SUBJECT PARCEL. WATER QUALITY TESTS FROM NEARBY OR ONE OR MORE SMALLER LOTS ARE PROP05ED TO BE DIVIDED FROM A MUCH LARGER PARGEL, THE WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOGATIN6 THE WELL 15 a ADJACENT PARCELS ARE NOT ACCEPTABLE AS PROOF OF LOCAL WATER QUALITY. AN EXISTING WELL MUST BE INSTALLED ON ONE OF THE PROPOSED SMALL LOTS. THE APPLIGANT I5 RESPONSIBLE NOT FEASIBLE. THE APPLICANT MUST SUBMIT A PLAN INDICATING THE TYPE OF d) RECHARGE BASINS t DRAINAGE DITCHES 50 FEET 5, DRAINAGE VALVE - MUST BE INSTALLED ON THE TANK SIDE OF THE SHUT-OFF VALVE TO ALLOW � T- WASHING MACHINE DRY WELLS 100 FEET COMPLETE DRAINAGE OF THE TANK,AND TO PROVIDE SAMPLING ACCESS. WELL ON THE PARCEL CAN BE UTILIZED AS A TEST WELL, IF THE WELL CAN BE DOCUMENTED TO MEET TO ENSURE THE PROPER LOCATION OF ANY TEST WELLS TO BE USED AS A FUTURE SOURCE OF TREATMENT PROPOSED,AND THE METHOD OF DI5PO5AL OF BACKWASH WATER OR DEPARTMENT STANDARDS. AN UNTREATED OR UNFILTERED SAMPLE TAP MUST BE AVAILABLE FOR POTABLE SUPPLY. W N OTHER WASTES. THE SUBMISSION MUST INCLUDE A CERTIFICATION FROM THE NOTE I -ALL PRIVATE WATER SYSTEM WELLS MUST BE LOCATED OUTSIDE OF BUILDINGS AT LEAST TESTING. 1- §,406.4-8 DI5INFEGTION WATER ANALYSES FOR INORGANIC CHEMICAL CONTENT, MANUFACTURER OR SELLER THAT: a � = FIVE FEET BEYOND ANY ROOF OVERHANG AND TEN FEET FROM FOUNDATION WALLS. NYSDEG VOLATILE ORGANIC COMPOUNDS AND REGULATIONS ON TERMITIGIDE APPLICATIONS PROH1131T TREATMENT WHERE WELLS ARE LE55 THAN 10 ALL N GCHLORI WATER SUPPLY APPURTENANCES MUST BE THOROUGHLY DIDNFEGTCD WITH A TEST WELLS SHALL $E CONSTRUCTED IN AGGORDANGE WITH ALL DEPARTMENT STANDARDS, IF THEIR PESTIGIDES MUST COMPLY WITH NY5 MGUS AND GUIDELINES,EXCEPT AS NOTED IN REQUIREMENTS C) m FEET FROM FOUNDATION WALLS,AND RESTRICT TREATMENT WERE WELLS ARE LOCATED 10 TO 25 STRONG CHLORINE SOLUTION MADE BY MIXING THROE QUARTS OF HOUSEHOLD BLEACH WITH TEN EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I. THE DEVICE MEETS ALL DEPARTMENT AND NY5 STANDARDS. a/ FEET AWAY.THEREFORE,A DISTANCE OF TR FEET BETWEEN WELLS AND FOUNDATION WALLS T GALLONS OF WATER. DISINFECTION 15 ACCOMPLISHED A5 FOLLOWS: (1) THROUGH (III) SPECIFIED IN §406.4-12(B). 2. THE DEVICE 15 GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF ETA m X IN ORDER TO PROTECT THE SANITARY AND CHEMICAL QUALITY OF THE PROP05ED WATER SOURCE, IF WATER QUALITY 15 UNSATISFACTORY A5 SHOWN BY THE DEPARTMENT'S ANALYSES THEN THE USE AT LEAST ONE YEAR. F�-�i A � < RECOMMENDED,ALTHOUGH NOT STRIGTLY REQUIRED. I. POUR THE CHLORINE SOLUTION INTO THE WELL AND TO PROVIDE A REASONABLE MARGIN OF SAFETY IN THE EVENT OF FUTURE WATER QUALITY 3. THE EXPECTED OPERATIONAL LIFE OF THE UNIT,BASED UPON THE RAW WATER I� W LL OF PRIVATE WELLS WILL NOT BE APPROVED. ALTERNATIVES(I) (3) (4) (5) AND (b) A5 LISTED IN NOTE 2 - 51NOLE-FAMILY RESIDENTIAL LOTS WHICH ARE EXEMPT FROM THE MINIMUM LOT SIZE 2. CONNECT PIPING AND OPERATE PUMP UNTIL A CHLORINE ODOR 15 OBSERVED AT ALL TAPS. DEGRADATION,TEST WELLS SHALL MEET THE FOLLOWING MINIM STANDARDS: ANALYSIS,MUST BE INDICATED,50 THAT THE HOMEOWNER WILL KNOW WHEN � X Z REQUIREMENTS CONTAINED IN ARTICLE b, §160-609 OF THE SUFFOLK COUNTY SANITARY CODE,AND TABLE 4 ARE AVAILABLE TO THE APPLIGANT. IN THE EVENT THAT THESE ALTERNATIVES DO NOT FILTER MAINTENANCE IS REQUIRED. � OCA �O PROVIDE ACCEPTABLE WATER QUALITY,OR DUE TO THE DEPARTMENT'S KNOWLEDGE OF WATER 51NOLE-FAMILY LOTS INDICATED ON REALTY SUBDIVISION OR DEVELOPMENT MAPS APPROVED BY 3. D15GONNEGT THE WELL PIPING AND ADD ANOTHER TEN GALLONS OF CHLORINE SOLUTION. I. THE TOP OF EACH WELL SCREEN MUST BE INSTALLED A MINIMUM OF 40 FEET BELOW THE WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE DEPARTMENT MAY ALLOW THE APPLICANT THE USE THE DEPARTMENT PRIOR TO MARCH I, 1983 REQUIRE THAT A MINIMUM HORIZONTAL SEPARATION OF 100 TABLE. WATER TREATMENT UNITS MAY NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF THE OF PRIVATE WELLS WITH AN APPROVED WATER TREATMENT DEVICE,PROVIDED ALL PARCELS ARE DEPARTMENT. AFTER INSTALLATION AND DISINFECTION OF THE DEVICE SAMPLING 15 Q = � FEET BE PROVIDED BETWEEN THE WELL AND THE CLOSEST EDGE OF ALL LEACHING POOLS. WHERE 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MUST BE AT LAST 50 FEET. GOVENANTED PROHIBITING ANY FUTURE SUBDIVISION OF THE PROPERTY,UNLE55 WATER SERVICE FROM W SUCH SEPARATIONS ARE PHY51GALLY IMP0551BLE TO ATTAIN,CONNECTION TO PUBLIC WATER WILL BE 4.RECONNECT THE PIPING AND RUN THE PUMP FOR TEN SECONDS. A COMMUNITY WATER SUPPLY 15 PROVIDED (SEE §406.4-9 TREATMENT AND §406.4-15 REQUIRED FOR TOTAL COLIFORM AND THE PARAMETER(5) TO BE TREATED OR C--i CL Q/ REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LINE (SEE §406.4 - 11 AGGESS TO PRIOR TO SAMPLING BY THE DEPARTMENT THE WELL DRILLER ;HALL PROVIDE THE DEPARTMENT WITH FILTERED,A5 A DEMONSTRATION OF EFFICACY.THE RENTAL OR LEASE OF WATER 0d) PUBLIC HATER). IF PUBLIC WATER 15 NOT AVAILABLE,A WELL MAY BE INSTALLED WITH LOSS THAN 5.ALLOW THE WELL TO STAND IDLE FOR A MINIMUM OF 5IX HOURS (24 HOURS IF POSSIBLE). A SIGNED CERTIFICATION CONTAINING WELL LOG DATA, INGLULING THE DEPTH OF THE WELL, COVENANTS). TREATMENT EQUIPMENT TO COMPLY WITH THESE STANDARDS 15 NOT PERMISSIBLE. >-4 T- O ELEVATION OF THE WATER TABLE,SCREENED INTERVAL,AND OTHER PERTINENT INFORMATION � N 100 FEET SEPARATION BETWEEN WELL AND LEACHING POOL WITHOUT A VARIANCE FROM THE 6.PUMP TO WASTE UNTIL THE SYSTEM IS FREE OF ALL CHLORINE ODORS AND TASTDS. REQUIRED BY THE DEPARTMENT. §446.4 - 12(0) SPECIFIC TEST WELL REQUIREMENTS FOR INDIVIDUAL LOTS §406.4-15 COVENANTS DEPARTMENT PROVIDED THAT: TEST WELL REQUIREMENTS FOR INDIVIDUAL BUILDING LOTS IN SINGLE AND SEPARATE OWNERSHIPALL INDIVIDUAL PRIVATE WATER 5Y5TEM5 APPROVED BY THE DEPARTMENT WITH A Q I. THE MAXIMUM ATTAINABLE HORIZONTAL SEPARATION 15 MAINTAINED,WITH A MINIMUM 6406.4-9 TREATMENT TEST WELLS SHALL BE PUMPED FOR ONE HOUR AT TEN GALLON PER MINUTE IMMEDIATELY PRIOR TO ALLOW THE APPLICANT ALTERNATIVES OTHER THAN TH05E OUTLINED FOR REALTY SUBDIVISIONS AND WATER TREATMENT DEVICE OTHER THAN A POLYPH05PHATE FEEDER, REQUIRES THAT IF THE DEPARTMENT DETERMINES THAT WATER TREATMENT 15 NECESSARY,THE EQUIPMENT DEVELOPMENTS. TEST WELLS SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL THE APPLICANT FILE A COVENANT WITH THE SUFFOLK COUNTY CLERK.THIS COVENANT SEPARATION OF AT LEAST 65 FEET,AND SAMPLING,UNLE55 OTHDRWISE SPECIFIED BY THE DEPARTMENT, THE APPLICANT OR THEIR AGENT INSTALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER MUST CONTACT THE DEPARTMENT TO ARRANGE AN APPOINTMENT FOR THE TESTING. REQUIREMENTS CONTAINED IN §40b.4 - 12(A). THE DEPARTMENT MUST APPROVE,AND MAY SPECIFY, MUST BE 5AT15FAGTORY TO THE DEPARTMENT AND STATE THAT: �Z 1 j 2. THE DEPTH OF THE WELL SCREEN BELOW THE WATER TABLE L INCREASED LOCATED ONLY 1 THE MAXIMUM CONTAMINANT LEVELS (MGL'S) AND GUIDELINES DURING MAXIMUM WATER FLOW. THE TEST WELL LOCATION AND DEPTH. THE WELL MUST BE CONSTRUCTED IN AGGORDANGE WITH THESE � SCHEDULE CONTAINED IN TABLE 2. FOR EXAMPLE: IF THE WELL CAN BE LOCATED ONLY 10 FEET WHOLE-HOUSE TREATMENT 15 REQUIRED FOR: IRON (FE),MAN6ANE5E (MN),CHLORIDES,VOLATILE TEST WELLS SHALL NOT BE ADULTERATED WITH WATER FROM ANOTHER SOURCE,TREATED WITH STANDARDS IF THE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I. THE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED DRINKING WATER �"7 HORIZONTALLY FROM THE NEAREST LEACHING POOL, AND THE DEPTH TO GROUNDWATER 15LE55 ORGANIC COMPOUNDCHEMICALS,OR CHLORINATED PRIOR TO SAMPLING BY THE DEPARTMENT. S(VOG'S),AND ALDIGARB RESIDUES.NITRATE TREATMENT MAY BE PROVIDED IHNAMGUS OR GUIDELINES AT THE TIME OF SAMPLING,AND THAN 100 FEET,THEN THE TOP OF THE WELL SCREEN MUST BE INSTALLED A MINIMUM OF 130 A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING LOT. PRIOR TO THE ISSUANCE OF AN 2. OCCUPANCY WILL NOT OCCUR PRIOR TO THE INSTALLATION OF A TREATMENT NEER: FEET BELOW THE WATER TABLE. TO A SINGLE TAP,AND MUST BE CAPABLE OF PRODUCING A MINIMUM OF TEN GALLONS PER DAY OF TREATED WATER. TABLE 3 LISTS THE WATER TREATMENT METHODS AGGEPTED BY THE DEPARTMENT ALL WATER SAMPLING AND ANALYSES WILL BE PERFORMED BY THE DEPARTMENT,PROVIDED APPROVAL TO CONSTRUCT FOR WHICH THE DEPARTMENT HAS DETERMINED THAT PUBLIC WATER 15 NOT SYSTEM APPROVED BY THE DEPARTMENT. OF NEW 446.4-4 WELL DEPTH Y § FOR SPEC ( WATER QUALITY PROBLEMS. THE DEPARTMENT MAY APPROVE OTHER TYPES OF WATER PROPER APPLICATION TO THE DEPARTMENT HAS BEEN MADE AND TESTING FEES HAVE BEEN PAID. ACCESSIBLE,AND WHERE: '�� - T O Q � BUT 'Q- TREATMENT EQUIPMENT ON A CASE-BY-GASE BASIS, IF PROOF OF OPERATIONAL EFFICIENCY ANALYTICAL RESULTS WILL BE DEEMED VALID FOR ONE YEAR FROM THE DATE OF SAMPLING. IF ALL REALTY SUBDIVISIONS OR DEVELOPMENTS APPROVED BY THE DEPARTMENT WITH o THE TOTAL MINIMUM WELL DEPTH REQUIRED 15 50 FEET. THE TOP OF THE WELL SCREEN MUST BE ACCEPTABLE TO THE DEPARTMENT 15 PROVIDED. FINAL APPROVALS ARE NOT OBTAINED WITHIN ONE YEAR OR IF APPROVALS HAVE EXPIRED,NEW I. A PRIVATE WELL MAY BE VULNERABLE TO CONTAMINATION OR, PRIVATE WELLS ARE REQUIRED TO HAVE A COVENANT PLACED UPON ALL PARCELS. * l/ �� A �9 INSTALLED AT LEAST 40 FEET BELOW THE WATER TABLE. FOR INDIVIDUAL LOTS WHERE THE ANALYSES OF ALL TEST WELLS MAY BE REQUIRED. 2. THE QUANTITY OF FRESH WATER I5 LIMITED DUE TO THE PROXIMITY OF SALT WATER. INSTALLATION OF DEEP WELLS OR WATER TREATMENT REQUIRES SPECIAL COVENANT �`� cr SALTWATER INTERFACE 15 ENCOUNTERED LE55 THAN 40 FEET BELOW THE WATER TABLE,THE WELL TABLE 3 - WATER TREATMENT LANGUAGE.A COMPLETE SET OF ALL WATER ANALYSES, EXECUTED COVENANTS,TITLE n N�, w SCREEN MAY BE INSTALLED AT A SHALLOWER DEPTH (WITHOUT A VARIANCE FROM THE DEPARTMENT) 71? Z §406.4-12(B) SPECIFIC TEST WELL REQUIREMENTS FOR REALTY SUBDIVI510N5 WATER QUALITY PARAMETERS MUST COMPLY WITH THE MAXIMUM CONTAMINANT LEVELS(MGUS) CERTIFICATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGA6E HOLDERS MUST m� c PROVIDED THAT: WATER QUALITY PROBLEM TREATMENT FOR REALTY SUBDIVISION APPLICATIONS (5 LOTS OR MORE),THE DEPARTMENT WILL SPECIFY THE CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED IRON AND BE SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO cP I. THE TOP OF THE WELL SCREEN 15 AT LEAST 10 FEET BELOW THE WATER TABLE,AND FE = 0.3 - 0.99 MOIL I,2,3,4 MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED 1.4 MG/L. INDIVIDUAL LOT TEST WELLS RECORDING. COMPLETE INSTRUCTIONS AND MODEL COVENANTS MAY BE OBTAINED �4 ' ' �. 2. THE HORIZONTAL SEPARATION BETWEEN THE WELL t ALL LEACHING POOLS 15 AT LEAST 150 FEET. MN = 0.3 - 0.99 MG/L I,2,3 MINIMUM OF 2 TTEjT WELLS FOR ANY SUBDIVISION. TEST HEO 5 SHALL OR 10 SUBDIVISIN ION LOTS,WITH A WHIGH MEET MGUS,WITH THE EXCEPTION OF IRON AND MANGANESE UP TO A COMBINED FROM THE DEPARTMENT. LEGENDS REGARDING COVENANT LANGUAGE MUST APPEAR AROFESS\0' P §406.4-5 GA51N65.5GRE-ENS.DROP PIPES 4 WELL 5EAL5 FE + MN = 0.3 - 0.99 MG/L I,2,3 CONFORMANCE WITH THE GENERAL REQUIREMENTS INCLUDED IN §406.4-12(A). GONGENTRATION OF 5.0 M6/L,MAY BE APPROVED PROVIDED THAT WATER TREATMENT 15 INSTALLED ON ALL REALTY SUBDIVISION AND DEVELOPMENT MAPS. ALL WELLS MUST BE INSTALLED VERTICALLY. THE APPLICANT MUST RECEIVE PRIOR APPROVAL FROM FE = 1.0 - 5.0 MG/L 2,3,4 AND APPROPRIATE COVENANTS ARE FILED (SEE §406.4-9 TREATMENT AND §40(9.4-15 THE DEPARTMENT BEFORE PROCEEDING IF A VERTICAL WELL 15 NOT POSSIBLE. MN = I - 5.0 M5/I.. 2,5 WATER ANALY5E5 FOR INORGANIG CHEMICAL CONTENT,VOLATILE ORGANIC COMPOUNDS,AND GOVENANTS). §406.4-Ib CERTIFICATIONS JEFFREY T. BUTLER, P.E. FE + MN = 1.0 - 5.0 MG/L 2,3 PESTICIDES MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS(MGL'S) THE APPLICANT MUST PROVIDE THE DEPARTMENT WITH A COPY OF THE LONG NITRATE = 10 - 20 M6/L 5,b IF WATER QUALITY PARAMETERS OTHER THAN IRON AND MANGANESE EXCEED MGUS,A5 SHOWN BY ISLAND WELL COMPLETION REPORT SUBMITTED TO THE NEW YORK STATE L._..1 TABLE 2 -SEPARATION DISTANCE t l^ELL DEPTH CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE, EXCEPT AS LISTED BELOW. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THE REPORT MUST ' ' DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED WELL SCREEN CHLORIDE > 250 MG/L b THE DEPARTMENT'S ANALYSIS, THE USE OF A PRIVATE WELL WILL NOT BE APPROVED. IN SUCH CASES, VOG'S OR ALDIGARB EXCEEDING STANDARDS 1 THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: INDICATE: A LOG OF THE WELL;THE STATIC WATER LEVEL IN THE CASING;THE P4 � TABLE BELOW GRADE HORIZONTAL SEPARATION DEPTH BELOW WATER TABLE I. THE ARITHMETIC MEAN NITRATE GONGENTRATION OF ALL HELLS TESTED (ON THE SAME DAY) AT 2 CD < 100 FEET 100' 40' THEIR FINAL SCREEN SETTING SHALL NOT EXCEED 6.0 M'LLIGRAMS PER LITER(MOA-),AND NO DEPTH TO THE TOP OF THE WELL SCREEN FROM THE LAND SURFACE;THE O�T TYPES OF TREATMENT I. EXTEND PUBLIC WATER TO THE LOT,OR DEPTH OF THE SALTWATER INTERFACE (IF ENCOUNTERED);WELL MATERIALS, 14 � v 7 90' 10' WELL MAY EXCEED THE NITRATE MGL AND I. POLYPH05PHATE FEEDER 2.CHANGE THE WELL DEPTH (A MINIMUM DEPTH OF 40 FEET TO THE TOP OF THE WELL SCREEN MUST LENGTHS AND DIAMETERS(GA51N6 SCREEN AND DROP PIPE);TYPE AND - � SO' 100' II. THE CHLORIDE GONGENTRATION SHALL NOT EXCEED 10011G/L IN ANY WELL,AND � 2. ION EXCHANGE(WATER SOFTENER) c BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALYSIS OR MODEL PITLE55 ADAPTER;PACKER MATERIAL IF USED;PUMP v 10 130 III. THE COMBINED IRON AND MANGANESE CONCENTRATION HALL NOT EXCEED I.O MG/L IN ANY 51ZE AND TYPE;PUMP LOCATION AND DEPTH FROM LAND SURFACE;DRILLING I J Z - LL CQ b5' 145' 3. POTASSIUM PERh1ANGANATE/FILTRATION WELL 3. RELOCATE THE WELL AND REPEAT THE COMPLETE WATER ANALY515(A MINIMUM DEPTH OF 40 METHOD;AND WELL YIELD.THE REPORT MUST AL50 ATTEST TO ANY OTHER *I- 4. OXIDATION/FILTRATION FEET TO THE TOP OF THE WELL SCREEN MUST BE MAINTAINED). I W `O O ) L 5. DISTILLATION 4. IN SHORELINE AREAS WHORE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS THE TOP WORK PERFORMED INCLUDING: DEPTH MATERIAL AND DIAMETER OF THE �fj I lLl 100 TO 200 FEET 100' 40' IF WATER QUALITY FAILS TO MEET THE STANDARDS ITEMIZED ABOVE,THEN THE USE OF PRIVATE CV d- Z q) b. REVERSE 05MO515 OF THE WELL SCREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW THE WATER TABLE, WELL LATERAL;51ZE AND TYPE OF STORAGE TANK;TYPE MAKE AND MODEL W (U 1 } 90' 60' WELLS WILL NOT BE APPROVED.THE ALTERNATIVES I THROUGH 6 LISTED IN TABLE 4 ARE AVAILABLE � � 1. GRANULAR ACTIVATED GARBON* PROVIDED A MINIMUM 015TANGE OF 150 FEET 15 MAINTAINED TO ANY LEACHING POOL,AND ALL OF WATER TREATMENT UNIT;AND,WATER SYSTEM DISINFECTION. INFORMATION :: O N � O SO' 80' TO THE APPLICANT TO PROCEED WITH THE PROPOSED REALTY SUBDIVISION. j O 10' 100' OTHER REQUIREMENTS OF THESE STANDARDS ARE MET. MAY BE LISTED ON THE REVERSE OF THE REPORT,OR ADDITIONAL SHEETS C, 2 � *GAG TREATMENT MUST COMPLY WITH APPENDIX 15-B OF PART 15,TITLE 10 OF THE NEW YORK MAY BE ATTACHED. THE REPORT MUST BE SIGNED IN THE APPROPRIATE W Q -. CL 65 110 TABLE 4. ALTERNATIVES WHEN TEST WELL WATER QUALITY 15 U115AT15FACTORY OR DUE TO PLACES BY A LICENSED WELL DRILLER AND/OR PLUMBER Q Q•- ~ C� Q-- STATE HEALTH DEPARTMENT ADMINISTRATIVE RULES AND REGULATIONS(AVAILABLE FROM THE IN THE EVENT THAT THESE ALTERNATIVES DO NOT PROVIDE ACCEPTABLE WATER QUALITY, S O > 200 FEET 100' '10' DEPARTMENT). (1) EXTEND PUBLIC WATER TO SERVE ALL PROPOSED LOTS,OR THE DEPARTMENT'S KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE CERTIFYING ALL WORK PERFORMED BY EACH. O v p . 90' 50' DEPARTMENT MAY ALLOW THE APPLICANT THE USE OF A PRIVATE WELL WITH AN APPROVED WATER §406. w OL O 84' 60' PROGEDURE5 FOR NEW GONSTRUGTION (2) CONSTRUCT AN ON-51TE COMMUNITY WATER SYSTEM MEETIING ALL APPLICABLE NEW YORK STATE TREATMENT DEVICE,PROVIDED ALL OTHER REQUIREMENTS OF THESE STANDARDS ARE MET,AND THE FINAL -11 FINAL APPROVAL O �/ W - APPROPRIATE GOVENANTS ARE FILED (5EE §406.4-9 TREATMENT AND §406.4-15 FINAL APPROVAL OF PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION WILL Z I--r-I D� Z 6 65� ;O' AND SUFFOLK COUNTY STANDARDS,OR COVENANTS). BE ISSUED UPON SUBMISSION OF ALL REQUIRED DOCUMENTATION, INCLUDING. 1L. W < Z �[ It 6406.4-10 INTRODUGTION A5-BUILT SURVEYS,WATER QUALITY ANALYSES,COMPLETION REPORTS,WELL > -j _! GA5INGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR NO PER50N MAY CONSTRUCT A PRIVATE WATER SYSTEM TO SERVE NEW CONSTRUCTION WITHOUT FIRST (3) RECONFIGURE THE SUBDIVISION 50 THAT ALL LOTS ARE GREATER THAN 5.0 ACRES. NO DRILLER CERTIFICATION,AND COVENANTS WHERE REQUIRED (SEE � ►-1 E N � O17 ON HAVING APPLIED FOR AND RECEIVED AN APPROVAL FROM THE DEPT. AN APPROVAL TO ADDITIONAL TEST WELLS ARE REQUIRED FOR SUBDIVISION APPROVAL. LOTS MUST BE GOVENANTED 6406.4-13 WATER QUALITY ANALYSIS DEPARTMENT BULLETINS FOR INFORMATION). FINAL APPROVALS WILL BE w Z F- LL m PLASTIC CONSTRUCT WILL BE GRANTED ONLY WHERE THE DEPARTMENT HAS MADE A DETERMINATION THAT NO AGAINST FURTHER SUBDIVISION,UNLE55 WATER SERVICE FROM A COMMUNITY SUPPLY IS PROVIDED, WATER QUALITY OF ALL PRIVATE WATER SYSTEMS FOR NEW GONSTRUGTION MUST BE TESTED,AT THE W LL � '6- MEETING STANDARDS OF THE NATIONAL SANITATION FOUNDATION(NSF) AND THE AMERICAN APPLIGANT'S EXPENSE AS A CONDITION FOR RECEIVING FINAL APPROVAL FROM THE DEPARTMENT. INDICATED ON COPIES OF THE FINAL SURVEY,WHICH MAY BE SUBMITTED TO 2 � -1 Q v m O � 50GIETY FOR TESTING AND MATERIALS(ASTM). PUBLIC WATER SUPPLY 15 AVAILABLE (SEE §406.4-II ACCESS TO PUBLIC WATER). OR THE SAMPLING AND ANALY515 MUST BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY THE MUNICIPAL BUILDING DEPARTMENT AS PART OF THEIR REQUIREMENTS TO Q W J } �1 � d- 1 OBTAIN A CERTIFICATE OF OCCUPANCY. W J r` WELL SCREENS MUST BE GONSTRUGTED OF NON-CORROSIVE MATERIALS;STAINLESS STEEL 15 APPLICANTS ARE REQUIRED TO FOLLOW THE PROCEDURES SPECIFIED IN THE APPROPRIATE (4) DEEPEN TH05E TEST WELL(5) THAT EXCEED THE DEPARTMENT'S WATER QUALITY STANDARDS (LISTING AVAILABLE FROM THE DEPARTMENT). � cc)w -1 LL - O PREFERRED.SCREENS MUST BE SECURELY ATTACHED TO THE CASING. THE USE OF LEAD PACKERS 15 DEPARTMENT BULLETIN FOR 51NGLE-FAMILY RESIDENTIAL GONSTRUGTION,OR OTHER THAN AGGORDING TO OPTIONS A,B,OR G LISTED BELOW. THE LABORATORY MUST CERTIFY THAT THE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY §406.4-Ib VARIANCES Q, . SINGLE-FAMILY RESIDENTIAL CONSTRUCTION. THE APPLICANTS PLAN MUST INDICATE THE LOCATION OF THE SUFFOLK COUNTY COMMISSIONER OF HEALTH SERVICES MAY,ON WRITTEN PROHIBITED. SCREENS MUST BE A MINIMUM OF 3 FEET IN LENGTH. TWO INCH I.D. WELLS GREATER ALL CESSPOOLS,SDPTIG TANKS,WASHING MACHINE DRYWELLS,SEWER LINES,STORM DRAINS,GATGH OPTION A.DEEPEN THE TEST WELL(5) FROM THE UPPER GLACIAL INTO THE MAGOTHY AQUIFER,AND NOT FILTERED OR TREATED BY ANY DEVICE. THE SAMPLE GOLLEGTION POINT,SAMPLER'S NAME, � Z W THAN 150 FEET IN TOTAL DEPTH MUST UTILIZE SCREENS THAT ARE A MINIMUM 5 FEET IN LENGTH. BASINS,DRAINAGE PITCHES,SUMPS,AND RECHARGE BA51NS 5, SITE AND WITHIN 150 FEET S, THE REPEAT THE COMPLETE WATER ANALYSIS. PUMPING RATE,AND LENGTH OF TIME THE WATER WAS FLOWING MUST BE NOTED ON THE LABORATORY APPLICATION,GRANT A VARIANCE FROM A SPECIFIC PROVISION OF THESE ►-1 Z F- FORM. AN UNUSED WELL AT AN UNOCCUPIED NEW CONSTRUCTION MUST BE PUMPED FOR A MINIMUM OF 15 REGULATIONS IN A PARTICULAR CASE,SUBJECT TO APPROPRIATE '=:z-1 - -�Y � O APPLICANT'S PROPERTY LINES. CONDITIONS,WHERE SUCH VARIANCE 15 IN HARMONY WITH THE GENERAL DROP PIPES MUST BE GONSTRUGTED OF 5TAINLE55 OR GALVANIZED STEEL OR HIGH-DEN5ITY PLASTIC MINUTES,BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO SAMPLING. ALL P-1 Q 7 L OPTION B. DEEPEN THE TEST WELL(5) THROUGH AN AQUICLUDE OR CONFINING CLAY LAYER WHICH PURP05E AND INTENT OF THE REGULATIONS,AND WHEN SUGH APPLICATION "-r Q (RATED AT 100 P51 AND APPROVED BY THE NSF FOR POTABLE WATER SUPPLIES). PLASTIC DROP THE DEPARTMENT WILL REVIEW THE APPLICANT'S PROPOSED WELL LOCATION A5 INDICATED ON THE WOULD IMPEDE THE VORTICAL FLOW OF CONTAMINANTS,AND REPEAT THE COMPLETE WATER OTHER SAMPLES MUST BE COLLECTED IN AGGORDANGE WITH NEW YORK STATE DEPARTMENT OF FOR A VARIANCE HAS BEEN CONSIDERED BY A REVIEW BOARD APPOINTED '" PIPES USED FOR SUBMERSIBLE PUMPS MUST BE FITTED WITH TORQUE ARRESTORS. MINIMUM INSIDE SURVEY SUBMITTED.MODIFICATION OF THE WELL LOCATION MAY BE REQUIRED BY THE DEPT ANALYSIS. WELL L065 OR OTHER INFORMATION 5ATI5FAGTORY TO THE DEPARTMENT MUST BE HEALTH SAMPLE COLLECTION PROTOCOLS FOR POTABLE WATER OR THE APPLICABLE USEPA BY THE COMMISSIONER.THE COMMISSIONER MAY � o c DIAMETERS FOR DROP PIPES ARE: METHODOLOGIES. PRIOR TO ISSUING AN APPROVAL TO GONSTRUGT.A TEST WELL MAY BE REQUIRED FOR ANY SUBMITTED WHIGH VERIFY THE PRESENGE OF AN AQUIGLUDE. IMPOSE MORE STRINGENT REQUIREMENTS IN A SPECIFIC CASE, WHEN M 'D ' INDIVIDUAL LOT WHERE THE QUANTITY OR QUALITY OF THE WATER MAY BE QUESTIONABLE (SEE NECESSARY TO INSURE A 5AT15FACTORY WATER SUPPLY. MA © s I. 1.25 INCHES -SUCTION LINES FOR SUGTION-LIFT AND JET PUMP SYSTEMS; §406.4-12(0)). OPTION G. DEEPEN THE TEST WELL(5) A MINIMUM OF 40 FEET TO A DEEPER SEGMENT WITHIN ANY NECE55ARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY OF SAMPLING � m THE SAME AQUIFER WHERE CONTAMINANTS MAY NOT BE PRESENT, C ' LADED PUMPING TO REDUCE IRON CONCENTRATIONS OR OTHER CONTAMINANTS 15 NOT APPROVAL BY THE COMMI5510NER OF HEALTH 2. 1.0 INCH - PRESSURE LINES FOR JET PUMP SYSTEMS;AND '� wr'' A F11 ED BY PE I551BI F ON THE DAY OF SAMPLING. 111-fl q DEPARTMENTAL APPROVAL TO CONSTRUCT WILL BE INDICATED ON COPIES OF THE PRELIMINARY WATER ANALYSIS. IN AGGORDANGE WITH SUFFOLK GOUNTY SANITARY CODE ARTICLE 4, SURVEY,WHIGH MAY THEN BE SUBMITTED A5 PART OF THE APPLICATION FOR A BUILDING PERMIT TO fix* SECTIONS 406 AND 401,THE FOREGOING ARE REGULATIONS FOR PRIVATE COY 3. 1.0 INCH - DROP PIPES FOR SUBMERSIBLE PUMPS. THE LOCAL MUNICIPAL BUILDING DEPARTMENT. ,. PLANNING BOARD A Y51S OF THE GHARAGTERISTIGS LISTED IN TABLE 5 15 REQUIRED,AND THE LABORATORY MUST WATER SYSTEMS APPROVED BY THE SUFFOLK COUNTY GOMMI5510NER of -" GLE RLY NOTE TH05E PARAMETERS FOUND TO EXCEED NEW YORK STATE DRINKING WATER MCLS OR HEALTH SERVICES. THESE REVISED REGULATIONS ARE EFFECTIVE JULY I, 1992. 4 TOWN OF SOUTH©.LD GUI ELINES. THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS AT ITS REVISED TION3 --n1 RETION. FOR EXAMPLE,ANALY515 FOR CERTAIN PESTICIDES,%GH A5 ALDIGARB OR DAGTHAL, MA-Y, SE SPECIFIED l TE 0� 4 MAILING ADDRESS: PLANNING BOARD MEMBERS Sol P.O. Box 1179 DONALD J.WILCENSKI �0 L Old Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY Q 54375 State Route 25 JAMES H.RICH (cor.Main MARTIN H.SIDOR iY`►oU'M'� � SouYoungs Ave.) th d,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 10, 2015 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for Belle River Properties 1350 Alvah's Lane, ±1,190' n/w/o Alvah's Ln. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 9, 2015: WHEREAS, this proposed Site Plan is for the construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land, 22.8 acres in the A-C Zoning District; and WHEREAS, on September 2, 2014, William Kelly, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use; the items not included in the application when reviewed on September 22, 2014 were not considered significant. The utilization of local knowledge, aerial photographs with LIDAR were sufficient; and WHEREAS, on September 22, 2014, the Planning Board formally accepted the agricultural application as complete for review with additional information required; and Belle River Properties,01C Page 2 *March 10. 2015 WHEREAS, on September 22, 2014 the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (3), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQRA review; and WHEREAS, on September 30, 2014, the agent to the applicant, William Kelly, submitted a revised Site Plan with the required information; and WHEREAS, on October 23, 2014, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on November 3, 2014, a public hearing was held and closed; and WHEREAS, on November 25, 2014, the Architectural Review Committee reviewed the application and approved it as submitted; and WHEREAS, on November 25, 2014, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on November 26, 2014, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 26, 2014, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, at their Work Session held on December 2, 2014, the Planning Board required revisions to the Site Plan; and WHEREAS, on December 8, 2014, the Southold Town Engineer reviewed the above- referenced application and determined revisions were required to the proposed drainage to provide for a greater separation distance to ground water; and WHEREAS, on January 16, 2015, the Suffolk County Department of Health Services (SCDHS) granted Approval Reference#C10-14-0005 for a horse barn with four (4) stalls at 110 gallons per day; and WHEREAS, on February 3, 2015, the agent to the applicant, William Kelly, submitted a revised Site Plan that meets the minimum requirements of Chapter 236 for Storm Water Management; and Belle River Properties.9C Page 3 *March 10. 2015 WHEREAS, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 B (5), has the discretion to vary or waive the parking requirements for Site Plan Applications where doing so would not have a detrimental effect on the public health, safety or general welfare, and will not have the effect of nullifying the intent and provision of the Site Plan Requirements chapter of the Town Code. The Planning Board has found that this application is eligible for a waiver of parking requirements because there is no need to provide for parking - the application is for an agricultural use, the building is for owner use only on Southold Town Development Rights land and the parcel is large in size relative to the proposed structure (less than 1% lot coverage); and WHEREAS, on March 9, 2015, the Southold Town Chief Building Inspector reviewed and certified the proposed Agricultural Operation as a permitted use in the A-C Zoning District; and WHEREAS, on February 23, 2015, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board hereby waives certain Site Plan Application requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board hereby waives the parking requirements as noted above; and be it further RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan entitled "Belle River Properties, LLC", prepared by Jeffrey T. Butler on July 9, 2014, last revised December 29, 2014, and authorizes the Chairman to endorse the Site Plan including the following four (4) plans: 1. Sheet 1 of 4: Site Plan 2. Sheet 2 of 4: Details 3. Sheet 3 of 4: Photometric Plan 4. Sheet 4 of 4: Private Well Requirements Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. Belle River Pro erties IC Page 4 *March 10, 2015 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map • • MAILING ADDRESS: PLANNING BOARD MEMBERSQF so P.O.Box 1179 Southold,NY 11971 DONALD J.WILCENSKI Chair IL OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III0� � � (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �C�UI11►��" Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD �_ L! LIAR 10 2015 March 10, 2015 -� Mr. William Kelly 22355 Cox Lane, Unit#4 "ek Cutchogue, NY 11935 Re: Approval - Proposed Site Plan for Belle River Properties 1350 Alvah's Lane, ±1,190' n/w/o Alvah's Ln. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Zoning District: A-C Dear Mr. Kelly: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, March 9, 2015: WHEREAS, this proposed Site Plan is for the construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land, 22.8 acres in the A-C Zoning District; and WHEREAS, on September 2, 2014, William Kelly, agent to the applicant, submitted an application for Site Plan review; and WHEREAS, the Southold Town Planning Board, pursuant to §280-133 C of the Southold Town Code, has the discretion to waive any or all of the requirements in §280- 133 for those applications involving uses strictly related to agriculture as long as they are not necessary to further the objectives set forth in Town Code §280-129 to maintain public health, safety, and welfare. The Planning Board has found that this application is eligible for a waiver of certain elements of the Site Plan requirements because it is an agricultural use; the items not included in the application when reviewed on September 22, 2014 were not considered significant. The utilization of local knowledge, aerial photographs with LIDAR were sufficient; and WHEREAS, on September 22, 2014, the Planning Board formally accepted the agricultural application as complete for review with additional information required; and OFFICE LOCATION: MELISSA A. SPIRO � � Town Hall Annex LAND PRESERVATION COORDINATOR 54375 State Route 25 melissa.spiro@town.southold.ny.us (corner of Main Road& Youngs Avenue) Telephone(631)765-5711 Southold, New York Facsimile(631)765-6640 MAILING ADDRESS P.O. Box 1179 Southold, NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD March 7, 2016 William C. Ackermann North Fork Viticultural Services, LLC P.O. Box 633 ......��.............o. Laurel, NY 11948 ilcnd��u�r �liu�u:i Re: Request for Agricultural Structure Placement on Land Subject to Town Development Rights Easement SCTM #1000-102.-4-6.1 Dear Mr. Ackermann: At its regular meeting held on March 1, 2016, the Land Preservation Committee members, in accordance with Section 25-50 C. (2) [3] of the Town Code, reviewed the request you outlined in an application dated 2/24/16, for an Agricultural Barn and an Agricultural Pump House. A partial survey (undated) with a hand-drawn sketch of the approximate location, elevation drawings (undated) and floor plan (undated) were included with the application. The materials presented with the application include a floor plan, with notes within a box shown on the floor plan pertaining to the building construction and the following in regard to the building uses: a. Equipment Storage This use is shown as being within the larger part of the "L" shaped Barn building. b. Workshop w/Small Bath This use is shown as being within the smaller part of the "L" shaped Barn building, c. Garage w/ Office Above This use is shown as being within a proposed extension to the Barn Building. It is handwritten on the plan that this area is proposed if adjacent lot is purchased and lots merged. d. Home in Phase 2 This use is noted within the "Notes" section; however, the location for this use is not shown. e. Pump House: Chemical Storage, Fuel Storage & Irrigation System Shed This use is shown as within a separate building. During meetings we had prior to the Committee review, you clarified that the "Home in Phase 2" was not proposed to be located within the area subject to Town Easement, and would be proposed only on an adjacent 0.35± acre lot known as SCTM# 1000-102.-4-9.1. This lot is not subject to Town Easement, and you are looking to purchase and merge this property with the property subject to easement. If the purchase and merger occur, you are proposing to construct the house, and to attach same to the Barn/Workshop area, by constructing the additional building area shown as proposed "Garage w/Office Above." Due to the fact that the "Home in Phase 2" is not proposed within the area subject to Easement, the Committee did not review the "Home in Phase 2." In addition, the proposed "Garage w/ Office Above" was not reviewed or approved, as this part of the structure is not part of the current application since the adjacent lot has not been purchased or merged with the subject property. The Committee's review consisted of review of the "L" shaped Agricultural Barn building (estimated from floor plan as being a building of approximately 96±' x 47' and 41'x 40) and the separate Pump House structure (16' x 20') shown as including the following uses proposed for agricultural purposes: • Equipment Storage. • Workshop w/ Small Bath • Pump House: Chemical Storage, Fuel Storage & Irrigation System Shed 'The recorded easement for this property restricts the use of the premises exclusively for agricultural production as defined in Chapter 70 to the Town Code. Section 25-50-C. (2) [3] requires that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The I-and PreerV�tion Committee members Concluded their review and found that the agricultural uses described above, shown as located within the "°L" shaped Barn building and' the Purnp House, are agricultural uses consistent with the Pr.rrposes and other terrors and conditions of the recorded easernent, Please note that the Committee's approval of this use within the easement does not mean that such use or buildings will be approved or permitted by other departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. If you have any questions, please call, Sincerely, Melissa Spiro ` Land Preservation Coordinator enc.: application w/attachments r\ cc: Building Department w/ enc. Planning Board w/ enc. a OFFICE LOCATION: MELISSA A.SPIRO '" � (� �� a,�, Town Hall Annex LAND PRESERVATION COORDINATOR ^;; 54375 Stats Route 25 melissa.spiro@town.southold.ny.us is° $kq (comer of Main Rd&Youngs Ave) Southold,New York Telephone(631)765-5711 00 Facsimile(631)765-6640 MAILINGADDRESS: P.O.Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD REQUEST FOR AGRICULTURAL STRUCTURE PLACEMENT ON LAND SUBJECT TO TOWN DEVELOPMENT RIGHTS EASEMENT Tax Map No. 1000- 109�?i I am the owner of the property described below and on which the Town purchased a development rights/conservation easement on or about (date). Name of Owner(please print): . Name(s) of previous owner: (if applicable) Mailing Address: HE ��. �, VE10 s Phone Number: e-mail Address: Property Location: �� t "+ 9"I , (!'1 _ size, and use g structure proposed: f ea �a�rlcu agricultural Ca .i List type, 1 72-aL- __114_4............... *Attach location map (survey, tax map, or sketch plan) showing placement area of agricultural structure(s), distance from property boundary lines, and any readily available information relating to your request. You may talk with the Coordinator at (631)765-5711 to discuss questions or to arrange to participate in any of the regular meetings of the Land Preservation Committee. //4/4/v f Applicant Date Please return the completed form with attachments to: Town of Southold-Land Preservation Department *All attachments must be signed and dated by property owner. C roll, eall tj fl m, ' /l � ) H ra gym. e ea. w 33" 1 " N'. M w. N, /�'�,��fi�. •,+mwa�..,..,,. "+awe, •w" P� w yW Id s I 14`Plate Height -8/12 Bata Rauf and n Siding _ - Metal foof ' -Concrete Floors ( � j( -Insulated Floors,Waft,Ceiling c F Beat i rp_ t —i 41 € I 7 —.—_.._._ — --._...... 3 i 3 t 37 xa i 3 ,r, nm ��\� als MIR dal\ -`_ LOU �Ioj Wks y " f e V J � d-V:OLK C0tj 1 ;t ut . 4060 Sunrise Highway, Oakdale, New York 11769-0901 December 16, 2014 William Kelly PO Box 1680 Southold NY 11971 Re:Water Availability—1350 Alvahs Ln,Cutchogue SCTM#1000-102-4-6.1 SCWA#5943702 Dear Mr. Kelly: The Water Authority has received your inquiry on the availability of public water for the above referenced parcel. Pursuant to the groundwater management plan and water service area map endorsed by the Town of Southold water mains are not scheduled to be installed in front of the above reference parcel at this time and public water may not be provided. However, if you provide us with an approval letter from the Town of Southold allowing SCWA to serve the property we can provide you with pricing. If you have any questions or concerns, please feel free to contact me at (631) 563-5672 or by email at lisa.cettat@scwa.com. Sincerely, Lisa Cetta _ Manager New Construction . LC:lap I2 f P No WaterMain,-Southold Township.doc 1 [-� � I v � CM 4L h— Raflrkq Soma In ex rw, .. o SOUIyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 'Q �y1'4UNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM !� { �il E TO: Donald J. Wilcenski PlanningBoard Chairman Po t;ln ia4Jr, Planni��g 3 ard FROM: Michael J. Verity, Chief Building Inspector DATE: March 9, 2015 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Belle River Properties, LLC Location: 1350 Alvah's Lane, Cutchogue SCTM# 1000— Section 102-Block 04— Lot 6.1 Date: July 09, 2014 Revised Date: December 29, 2014 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Agricultural Operation IS A PERMITTED USE IN THIS AC DISTRICT AND IS SO CERTIFIED. Michael J. Ve it Chief Building Inspector MAILING ADDRESS: BOARD MEMBER• F soy P.O. Box 1179 PLANNING ��O �yO DONALD J.WILCENSKI �0 I_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex PIERCE RAFFERTYG �Q 54375 State Route 25 JAMES H.RICH III �0� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR yCOU NT1,� Southold,NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Plannew--- Date: February 25, 2015 Re: Proposed Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's Lane & NYS Rt. 25, Cutchogue SCTM #1000-102-4-6.1 The Planning Board has found this Site Plan Application suitable for determination pursuant to §280-131 F (1) and refers the application to you for final review and certification. This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan a • Submission Without a Cover Letter P(-�j DEcEFEE B, ��1 � �, i� Sender: ' L,/Zl 5cfrthe! TOM Planning Beard Subject: J SCTM#: 1000 - Date: Comments: �) V cc A� pC� , � "T Submission Without a Cover Letter 0 0 �� - D ECEHE JAN 2 6 2015 � Sender: Southold Town Planning Board Subject: rz � SCTM#: 1000 - ca — L4 .-- ( , ` Date: Comments: • COUNTY OF SUFFOLK • 26 2015 Southold Town STEVEN EELLONE Planning Board SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L. TOMARKEN, MD, MPH, MBA, MSW Commissioner CONDITIONS Health Services Reference# C 1 0,4-dor. .- Project Name �r�- The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of-approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired pen-nits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-081). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-5754; and excavation inspections must also be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article VII' of the Suffolk County Code, "Septic industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perforin inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 10/02/06) Pa--e 1 of'2 HD Ref. No. C_*%0-i%2VCx` )1.0 Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this pen-nit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to deten-nine acceptability of soils. (Call 852-5754 to schedule an inspection?and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/ sewage treatment system. (Call 8525754 to schedule an inspection.) Satisfactory inspection of the water supply system by: '[(r ffice of Wastewater Management(Call 852-5754 to schedule an. inspection.) ❑ Office of Water Resources, Water Quality Unit(Call 852-5810 for inspection.) ❑] Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) ❑ Storage tanks (❑ Other, ❑ Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) ,Four (4)prints of an As-Built plan ❑ "Tap letter" from water district Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) Well drillers certificate kWater analysis ❑ Certification of Sewage Disposal System Abandonment (form WWM-080) Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: [❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal systema) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant 0 Water supply system ❑ Abandonment of Preexisting sewage disposal system: and/or water supply ❑ Other: ❑ Other: • �� wt 0 SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR MICHAEL M. COLLINS, P.E. TOWN HALL- 53095 MAIN ROAD .. TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765-1560 Fax. (631)-765-9015 MICHAEL.COLL[NS,crTOWN.SOUTHOLD.NY.US �.. JAMIE.RICHTERcner,TOWN.SOUTHOLD.NY.US -. 411 e OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Donald J. Wilcenski December 8, 2014 Chairman - Planning Board Town Hall, 53095 Main Road D n Southold, New York 11971 C Re: Belle River Properties Site Plan DEC - 8 2014 1350 Alvah's Lane, Cutchogue, NY SCTM #: 1000-102-04-6.1 Southold Town Planning Board Dear Mr. Wilcenski: As per a request from your office, I have reviewed the Site Plan, dated 7/9/14 for the construction of a 48' x 36'-4" Horse Barn. Please consider the following: 1. Drainage calculations have been provided and meet the minimum requirements of Chapter 236 for Stormwater Management. 2. The Drainage design for System No. 2 has indicated an 8' diameter x 13' deep Leaching Pool. According to the Test Hole, this leaching pool would extend down to the elevation of the Water table. All leaching pools must terminate at a minimum of 2 feet above ground water. This leaching pool must be reduced in depth and a second LP must be added to provide the required drainage capacity. 3. Drainage inspections are required at the time of construction. If the Town Engineering Department is not notified prior to backfill, a design professional licensed in the State of New York will be required to certify the proper installation of all drainage structures. 4. Erosion and sediment controls must be provided to contain all silt generated by the proposed development. If you have any questions regarding this review, please contact my office. ri erely, James A. Richter, R.A. r` r cc: Vincent Orlando,Highway Superinten 0 MAILING ADDRESS: PLANNING BOARD MEMBERS *QF SO P.O.P.O. Box 1179 DDSO Southold, NY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY �� 54375 State Route 25 JAMES H.RICH III Oly (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COU Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 3, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on December 1, 2014 where the Planning Board reviewed the above-referenced Site Plan Application and determined the following: 1. Remove the notation and depiction of"proposed location of`Future Storage Barn"' from the Site Plan since this structure has no immediate plans of being constructed. 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the proposed application and provide a print of the stamped approved plan to this Department. Staff will notify you when the Town Engineer has provided comments on the application, therefore, please refrain from making the revision required above until the Board reviews the Engineers report. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Planner Cummings, Brian A. From: Fisher, Robert Sent: Wednesday, November 26, 2014 9:23 AM D I! To: Cummings, Brian A. lI Subject: RE: FM &CFD referral: Belle River Properties NO V 2 6 2014 SOut.Old Fown Brian Plan in Board I have no changes, additions,or reservations about this horse barn. Fire department access is satisfactory. Robert Fisher Chairman Board of Fire Commissioners Cutchogue Fire Department (631) 786-9180 cell CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review,use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication From: Cummings, Brian A. Sent: Monday, November 24, 2014 3:01 PM To: Fisher, Robert Subject: FM &CFD referral: Belle River Properties Good afternoon Bob, Just following up to see if you had the chance to review the proposed site plan for Belle River Properties located at 1350 Alvah's Lane and is for the proposed construction of a 48'x 364-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District,Cutchogue. Please let me know if you need any additional information and when you expect to provide a report to the Planning Board. Thank you! Brian Brian A. Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.nv.us 1 Cummings, Brian A. From: Fisher, Robert Sent: Wednesday, November 26, 2014 9:20 AM To: Cummings, Brian A. D Subject: RE: FM &CFD referral: Belle River Properties f� NOV 2 62014 L� Brian Southold Town I have no reservations about this horse barn. Planning Board Robert Fisher Fire Marshall robert.fisher@town.southold.ny.us (631) 765-1802 office (631) 786-9180 cel CONFIDENTIALITY NOTICE:This communication with its contents may contain confidential and/or legally privileged information.It is solely for the use of the intended recipient(s).Unauthorized interception,review.use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication From: Cummings, Brian A. Sent: Monday, November 24, 2014 3:01 PM To: Fisher, Robert Subject: FM &CFD referral: Belle River Properties Good afternoon Bob, Just following up to see if you had the chance to review the proposed site plan for Belle River Properties located at 1350 Alvah's Lane and is for the proposed construction of a 48'x 36'4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District,Cutchogue. Please let me know if you need any additional information and when you expect to provide a report to the Planning Board. Thank you! Brian Brian A.Cummings, Planner Southold Town Planning Department 53095 Route 25 P.O. Box 1179 Southold, NY 11971 Phone: (631)765-1938 E-mail: brian.cummings@town.southold.nv.us 2 M- , kt OFFICE LOCATION: �0�*0f SU(/ry010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �p� Telephone: 631 765-1938 olyOwn LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM D E C E H E DEC - 2 ?C14 To: Donald Wilcenski, Chair Southold Town Town of Southold Planning Board Planning Board From: Mark Terry, Principal Planner LWRP Coordinator Date: November 25, 2014 Re: LWRP Coastal Consistency Review for Belle River Properties, LLC SCTM# 1000-102-4-6.1 This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, the proposed action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner k� • • Elizabeth Thompson,Chairperson Town Hall Annex Reynolds duPont,Jr. SljfFOt,� 54375 Route 25 Joseph Lee pti`, �G+ PO Box 1179 Ronald McGreevy ��� Southold,NY 11971 Howard Meinke Co Nicholas Planamento Fax(631)765-6641 Mark Schwartz Telephone:(631)765 - 1892 Stephen Geraci �dl �� southoIdtown.north fork.net James Grathwohl Patricia Butler _ Town of Southold ,� jj"nn Architectural Review Committee u E Minutes NOV 2 5 2014 4:00p.m., November 20,2014 Town Hall Annex Executive Board Room Southold fawn Planning Board Members Present: Elizabeth Thompson, Chairperson; Ron McGreevy; Nicholas Planamento;Joseph Lee; Stephen Geraci; Patricia Butler; Brian Cummings,Town Planner;Elizabeth Cantrell, Secretary The minutes for the September 18,2014 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. New Applications: • BELLE RIVER PROPERTIES,LLC SCTM#: 1000-102-4-6.1 Bill Kelly of Morton Buildings presented the application for the proposed construction of a 48'x36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District,Cutchogue. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. • 170 MOORE'S LANE REALTY CORP. SCTM# 100045-7-3 Brian Cummings, Town Planner presented the application for a proposed 60' x 19' (1,140 sq. ft.) office addition to an existing 129' x 125' warehouse building on 1.2 acres in the Light Industrial Zoning District, Greenport. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. Amended Site Plans: • 8 HANDS FARM AMENDED SCTM#1000-96-2-10.1 Bill Kelly of Morton Buildings presented the application for the proposed construction of a 24'x42' (1008 sq. ft.) steel building for cheese making to be connected to an existing agricultural building by a 10'x12' breezeway and add kitchen and bathrooms to existing farm stand on 27.5 acres (2 acre reserve; 25.5 acres DRT) in the AC Zoning District, Cutchogue. The Committee reviewed the proposed project and approves the application as submitted today. Motion made and seconded. All in favor. E abeth Cantrell, A.R.C. Secretary -- - 2 - � ee- CE � IC AFFIDAVIT OF POSTING O U Town Planning Board This is to serve notice that I personally posted the property known as -Q-f7� avee- aff-aa�, LLL /s LA4r& by placing t e wn's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail - return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every prQ,pe which abuts and eve pr perty which is across on Your Nage (pri atu Address lD�3d/�y Date C� 1')." -1 N torklO9-i 1 VANppUZER Notary Public, Atate_ ew York No.01VA61 Qualified in Suffolk County Commission Expires April 28,2016 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 10/31/14 Re: Proposed Site Plan for Belle River Properties, LLC SCTM#s: 1000-102-4-6.1 Date of Hearing: Monday, November 3, 2014, 4:33 p.m. BELLE RIVER PROPERTIES, LLC Louis & Jacqueline Troisi 109-2-12.4 675 Crown Lane Ln. Cutchogue, NY 11935 Thomas & Susan Scalia 109-2-12.5 875 Crown Land Ln. Cutchogue, NY 11935 Michael R. Crosser 109-2-2.2 500 Alvah's Lane Cutchogue, NY 11935 Jerome & Virginia Surozenski 102-7.3 P.O. Box 92 Cutchogue, NY 11935 James R. Duffy 109-2-2.1 P.O. Box 735 Cutchogue, NY 11935 Sawastynowicz Farm 109-2-18 1100 Alvah's Lane Cutchogue, NY 11935 Clifford Batuello 109-1-24.3 1725 Alvah's Lane Cutchogue, NY 11935 Paul Kaloski 102-4-7.2 1735 Alvah's Lane & 109-1-24.2 Cutchogue, NY 11935 Town Of Southold 102-7-1, 102-8-35 & 102-8-36 P.O. Box 1179 Southold, NY 11971 Belle River Properties, LLC 102-4-6.1 1350 Alvah's Lane Cutchogue, NY 11935 L.P. Edson 102-7-5 P.O. Box 939 Cutchogue, NY 11935 Todd & Rachael Johnson 102-7.4 1785 Crown Land Lane Cutchogue, NY 11935 Scott Gambaini 102-7-2 1305 Crown Land Lane Cutchogue, NY 11935 Richard Reinhardt 102-4-5.3 35315 Route 25 Cutchogue, NY 11935 Robert & Erin Dickerson 102-4-8.1 1600 Alvah's Lane Cutchogue, NY 11935 Edward & Sara Grohoski 102-4-9.1 1050 Bungalow Lane Mattituck, NY 11952 p COMPLETE THIS SECTION ON DELIVERY 0 03 m �.=•m+< .p v_ ■ Complete Meme 1,2,erld 8.Ailw OerltpleN A S re �r a � g c m Item 4 if Restricted Delivery is desired. X rc\n,� Agent O� "J "M m 70 W ■ Print your name and address on the reverse Addresses y ?w 3 • so that we can return the card to you. R v by /ri� am'�e ,^ C.D t 11v -* m y ID ■ Attach this card to the back of the matiplerre, TOO WYE ' �1 ° m C CL �N or on the front if space permits. o D. Is delivery address different from Item 1? Ye ! �1 'm (s,a 1. Article Addressed to: H YES,enter delivery address below: ❑No <D m a m a \ l _ am _ �i � .�o c�,Z w . vi =o� ao M 3. Sery i Mail' Q Priority Mail Express- 13 Registered E3 Return Recetpt for MarcherrdNs � O Insixed Mail ®C011ecton Delivery f l 4. Restricted Delhrery?Pft Fee) Q Yes a • . _._._ &SP =r C rn m w COMPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2, and 3.Also complete %Ignatu"Mem 4 if Restricted Delivery is desired. ❑Agent■ ftK your name ad addresson the reverse ©Addrws m a so that we can mUffn the card to you. g, ed by(P ) G.Date of DeIMMy 'P ❑ a • _ ■ Attach t �to tW back of the maiipiece, or on the front epme permits• ' S • 1. Article Addressed to 4; D. is delivery address d t from e� p� g If YES,enter deliveryddress No F -"-r^45 ❑13 13 13 E a4�4 735dJQ17-e#04 All 01 ertifled Mall' (;1 Priority Mail Express' i J E3Registered E3Return Receipt for Mercherrfes o=>100 2 m o ° � 15a+cmi3 13 Insured Mail p 001190 on Delivery I � fi m � 4. Restricted Delivery?(Ektra Fee) 0 Yee ( a w m i m law N DER: COMPLETE THIS SECTION li COMPLETE ��'LLL N ■ Complete items 1,2,and 3.Also complete A. 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See Revf:rse for instructions :rr August 2006 See Reverse for instructions fU Restrkted Delivery Fee Sent To C3 (Endorsement Required) $0.00 r9 ------_-- r-1 p Street,Apt IVo.;.._ N _ nJ C Total Postage&Fees $ $6.70 �,U / Or PO BOX No. .--- City,State,ZIP+4 - ""--'---- ru b -�`� �,tverse for instructions uT� OL• t�� �l 119 rr. ---------- ,/- ----�------1 I u Re O Street dpi.Nv.; � r._..._ fU r 7 or PO Box No. /�Q d � � 1 5 L7( /w Sent To City,Siete,Z/P+4 ru LAepe- A( '13o:- l 0 -------------j._1.�..--- • , See Reverse for Instruct onsC3 or PO Box No. 1_._�3.!_-_../ ------ ' - City,State ZIP+4 PS Form 3800 ALIgust 2006 C/J� R MAILING ADDRESS: 1179 PLANNING BOARD M EMBERS O�� QF SO(/ryOlO SouthOold,oNY 11971 DONALD Chair ir OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • �� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR lyCO(f ,� Southold,NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Planner Date: October 23, 2014 Re: Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-102-4- 6.1) 0 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SOUry� P.O. Box 1179 DONALD J.WILCENSKI l� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III Ol� (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR COMM Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Planner Date: October 23, 2014 Re: Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-102-4- 6.1) MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS kSU(/rlyo So thOold,oNY 11971 DONALD J.WILCENSKI Chair OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex PIERCE RAFFERTY • �� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �ycoulm,� Southold, NY Telephone: 631 765-1938 www.southoldtowTmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Melissa Spiro, Land Preservation Coordinator From: Brian Cummings, Planner Date: October 23, 201 Re: Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-102-4- 6.1) MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS Oak SO!/rSoupt o ld,oNY 11971 DONALD J.WILCENSKI h O Chair OFFICE LOCATION: WILLIAM J.CREMERSTown Hall Annex PIERCE RAFFERTY • COQ 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR IyCQU ,� Southold,NY Telephone: 631 765-1938 w w w.southol dtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Peter Doherty, Code Enforcement Officer Robert Fisher, Fire Marshall From: Brian Cummings, Planner Date: October 23, 2014 Re: Proposed Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. (in Laser Fiche: Planning, Applications, Site Plans, Pending, SCTM#1000-102-4- 6.1) • • MAILING ADDRESS: PLANNING WI BOARD M EMBERS o��pF SU(/lyolo P.O. Box 11 79� Southold, NY 111 971 DONALD J.Chair OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY :7v-% • � 54375 State Route 25 JAMES H.RICH III MARTIN H.SIDOR OIyCon (cor.Main ou ho1dYNY oungs Ave.) Telephone: 631 765-1938 www.southoldtowimy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: James Richter, Engineering Inspector From: Brian Cummings, Plannek;:) Date: October 23, 2014 Re: Site Plan for Belle River Properties, LLC Application Name: Belle River Properties Tax Map Number: 1000-102-4-6.1 Location: 1350 Alvah's Lane, Cutchogue Type of Application: Sketch Subdivision Map (Dated: ) Preliminary Subdivision Map (Dated: 1 Final Subdivision Map (Dated: Road Profiles (Dated: Grading and Drainage Plans (Dated: ) Other (Dated: ) Site Plan (Dated: 7/9/14; revised 9/26/141 Revised/Amended Site Plan Grading and Drainage Plans (Dated: 1 Other (AS BUILT) (Dated: Project Description: This Site Plan is for the proposed construction of a 48' x 36' 4- stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. MAILING ADDRESS: PLANNING BOARD M EMBERS o��OF so�ryolo Southold,ox 1 11971 DONALD J. Chair lx[ OFFICE LOCATION: WILLIAM J.CREMERS CATown Hall Annex PIERCE RAFFERTY ►O • COQ 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR �COU1Y1�e� Southold,NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 23, 2014 Mr. Matthew Martin Cutchogue Fire District 260 New Suffolk Road Cutchogue, NY 11935 Re: Request for Review: Site Plan for Belle River Properties, LLC Located at 1350 Alvah's Lane, ±1,280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Dear Mr. Martin: The enclosed Site Plan Application is being referred to you for your comments on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. Please respond with your recommendations at your earliest convenience. This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn.for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Sincerely, Brian Cummings Planner Encls.: Site Plan Application Site Plan 0 • MAILING ADDRESS: PLANNINGNALD BOARD MEJ. MBERS ti0��0f SoUjyOBox 1179 lO South ld,oNY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N � Town Hall Annex PIERCE RAFFERTY C 54375 State Route 25 JAMES H.RICH III ��', (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR countM, Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner Date: October 23, 2014 Re: Site Plan for Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you for your cooperation. Encls: Site Plan Application Site Plan • • MAILING ADDRESS: B PLANNING BOARD MEMERS ��OF S�VrjfiO P.O. Box 1179 DONALD J.WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS cn Town Hall Annex PIERCE RAFFERTY • �� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR yC�USouthold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD Memorandum To: Elizabeth Thompson, Chairperson Southold Town Architectural Review Committee From: Brian Cummings, Planner Date: October 23, 2014 Re: Request for Review: Belle River Properties, LLC 1350 Alvah's Lane, ±1280' n/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 The Planning Board refers this Site Plan Application to your committee for review and comments. This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. Thank you. Encls.: Site Plan Application and Site Plan Elevations #11928 apianning STATE OF NEW YORK)SS:COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s) successfully commencing on the 23rd day of October, 2014. Principal Clerk Sworn to before me this day of 2014. CHRISTINA VOLINSKI NOTARY PUBLIC-STATE OF NEW YORK No.. 01 VO61050SO Qualified In Suffolk County My Commission Explros February 48, 4016 MAILING ADDRESS: 1179 PLANNING BOARD MEMBERS O��QF S��ryOl So th ld,oNY 11971 DONALD J.WILCENSKI h O Chair #[ OFFICE LOCATION: WILLIAM J.CREMERS N Town Hall Annex PIERCE RAFFERTY '�► �O 54375 State Route 25 JAMES H.RICH III (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR ycoulf V Southold, NY Telephone: 631 765-1938 www.southoldtowuny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law &Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 3rd day of November, 2014 on the question of the following: 4:31 p.m. Proposed Lot Line Change for The Estate of Albert H. Gordon, located on the corner of Halcyon & Oceanic Avenues, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-9-7-8.2 & 8.3 4:32 p.m. Proposed Lot Line Change for The Fishers Island Utility Co. & Coleman, located on the corner of Crescent & Central Avenues, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#1000-9-2-13.1 & 15 4:33 p.m. Proposed Site Plan for Belle River Properties, LLC, located at 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-102-4-6.1 4:34 p.m. Proposed Conservation Subdivision Open Development Area for the Tuthill Oysterponds Holding Co., LLC, SCTM#1000-17-4-16: located on the n/s/o NYS Route 25, approximately 366' w/o Oysterponds Lane, in Orient; SCTM#1000-17-6-14.2: located on the s/s/o NYS Route 25, approximately 460 feet west of Oysterponds Lane, in Orient; SCTM#1000-18-3-30.3: located on the n/s/o of NYS Route 25, approximately 2,223 e/o Platt Road, in Orient; SCTM#1000-18-6-17.3: located on the s/s/o NYS Route 25, approximately 1,960' e/o Platt Road, in Orient, Town of Southold, County of Suffolk, State of New York. Dated: 10/10/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman PLEASE PRINT ONCE ON THURSDAY, OCTOBER 23, 2014 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Kalin, Carol From: Cerria Torres <ctorres@timesreview.com> Sent: Friday, October 10, 2014 10:50 AM To: Kalin, Carol Subject: Re: Legal Ad for 10/23/14 Edition of Suffolk Times Importance: High This notice is scheduled to publish in The Suffolk Times on 10/23/14. Thank you rq,.l �� Cerria Torres Display Ad Coordinator 631.354.8011 (D) ctorrese-timesreview.com legals(a)-timesreview.com www.timesreview.com From:<Kalin>,Carol<Carol.Kalin town.southold.ny.us> Date: Friday,October 10,201410:59 AM To:Times Review<legals@timesreview.com> Subject: Legal Ad for 10/23/14 Edition of Suffolk Times Please print the attached legal ad for the November 3, 2014 Planning Board Public Hearings regarding the Lot Line Changes for The Estate of Albert H. Gordon and The Fishers Island Utility Co. & Coleman; the Site Plan for Belle River Properties, LLC and the Conservation Subdivision Open Development Area for the Tuthill Oysterponds Holding Co. in the October 23rd edition of the Suffolk Times. An e-mail confirmation of receipt for our files will be appreciated. Thanks. Carol Kalin Secretarial Assistant Southold Town Planning Board Town Hall Annex at Capital One Bank 54375 NYS Route 25, P.O. Box 1179 Southold, New York 11971 631/765-1938 phone 631/765-6640 fax 1 MAILING ADDRESS: 1179 PLANNING OARD MEMBERS O��QF S�UlyOl� So P.O.ld,oNY 11971 ON Chair JL OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY • �� 54375 State Route 25 JAMES H.RICH III (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR C�U ,� Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Section 276 of the Town Law &Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 3rd day of November, 2014 on the question of the following: 4:31 p.m. Proposed Lot Line Change for The Estate of Albert H. Gordon, located on the corner of Halcyon & Oceanic Avenues, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#s1000-9-7-8.2 & 8.3 4:32 p.m. Proposed Lot Line Change for The Fishers Island Utility Co. & Coleman, located on the corner of Crescent & Central Avenues, Fishers Island, Town of Southold, County of Suffolk, State of New York. SCTM#1000-9-2-13.1 & 15 4:33 p.m. Proposed Site Plan for Belle River Properties, LLC, located at 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue, Town of Southold, County of Suffolk, State of New York. SCTM#1000-102-4-6.1 4:34 p.m. Proposed Conservation Subdivision Open Development Area for the Tuthill Oysterponds Holding Co., LLC, SCTM#1000-17-4-16: located on the n/s/o NYS Route 25, approximately 366' w/o Oysterponds Lane, in Orient; SCTM#1000-17-6-14.2: located on the s/s/o NYS Route 25, approximately 460 feet west of Oysterponds Lane, in Orient; SCTM#1000-18-3-30.3: located on the n/s/o of NYS Route 25, approximately 2,223 e/o Platt Road, in Orient; SCTM#1000-18-6-17.3: located on the s/s/o NYS Route 25, approximately 1,960' e/o Platt Road, in Orient, Town of Southold, County of Suffolk, State of New York. Dated: 10/10/14 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Donald J. Wilcenski Chairman STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 14th day of October, 2014 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 1113114 Public Meeting: 4:31 p.m. Public Hearing for the proposed Lot Line Modification for the Estate of Albert H. Gordon, SCTM#1000-9-7-8.2 & 8.3 4:32 p.m. Public Hearing for the proposed Lot Line Modification for the Fishers Island Utility Co. and Coleman, SCTM#1000-9-2-13.1 & 15 4:33 p.m. Public Hearing for the proposed Site Plan for Belle River Properties, LLC, SCTM#1000-102-4-6.1 4:34 p.m. Public Hearing for the proposed Conservation Subdivision Open Development Area for the Tuthill Oysterponds Holding Co., LLC, SCTM#1000-17-4-16, 17-6-14.2, 18-3-30.3 and 18-6-17.3 Carol Kalin Secretary, Southold Town Planning Board Sworn to before me this Ll day of 6V, 2014. r WAA Notaryu c MELANIE DOROSIQ NOTARY PUBLIC,State of Newlbyk No.01 D04634870 Qualified in Suffolk County j Commission Expires September 0, • MAILING ADDRESS: PLANNING BOARD MEMBERS ��0fSyoPh do DONALD J. o SolBox 1179 1971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Q Town Hall Annex PIERCE RAFFERTY �O 54375 State Route 25 JAMES H.RICH III 0��, (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Comm, Southold, NY Telephone: 631 765-1938 www.southoldtow-xmy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 7, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Set Hearing - Proposed Site Plan for Belle River Properties 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Zoning District: A-C Dear Mr. Kelly: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, October 6, 2014: WHEREAS, this proposed Site Plan is for the construction of a 48' x 36' 4-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, November 3, 2014 at 4:33 p.m. for a Public Hearing regarding the Site Plan entitled "Belle River Properties, LLC", dated July 9, 2014, prepared by Jeffrey T. Butler, P.E. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed -green return receipt cards before 12:00 noon on Friday, October 31st. The sign and the post need to be returned to the Planning Board Office after the public hearing. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, a�Do Donald J. Wilcenski Chairman Encls. Southold Town Planning Board Notice to Adjacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a Site Plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1 000-102-4-6.1; 3. That the property which is the subject of this application is located in the A-C Zoning District; 4. That the application is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres. The property is located at 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. Information can also be obtained via the internet: 1. Go to the Town of Southold website www.southoldtownny.gov; 2. Click on Weblink located on bottom left of home page; 3. Click on "Planning Dept." folder; 4. Click on "Applications", then "Site Plans", then "Pending"; 5. Click on the SCTM# (tax map #) of the application (found in #2 above). Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday, November 3, 2014 at 4:33 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: Belle River Properties, LLC Date: 10/7/14 Notice to Adjacent Property Owners Belle River Property, LLC 1350 Alvah's Lane Cutchogue, NY SCTM#1000-102.-4-6.1 1. 102.-4-9.1 10. 102.-8-35 (PUTO) 2. 102.-4-8.1 11. 102.-8-36 (TOSRB) 3. 102.-4-7.2 12. 109.4-24.2 4. 102.4-5.3 (DRT) 13. 109.4-24.3 5. 102.-7-1(TOSRB) 14. 109.2-18 6. 102.-7-2 15. 109.-2-2.1 7. 102.-7-3 16. 109.-2.2.2 8. 102.-7-4 17. 109.-2-12.5 9. 102.-7-5(PSP) 18. 109.-2-12.4 DRT-Southold Town Development Rights TOSRB-Town of Southold Recharge Basin PSP-Private Subdivision Park PUTO-Public Town Open Space(passive use) I Revisions 06-11-96 p� 04-28-99 Pp 0112-99 SEE SEC • 11-12-99 as ,> N0096 _-_ _-____ -__ 12-27-00 HATCH LINE SEE SEC.NO.096 SEE SEC.NO 096 MATCH UNE w Nat 1.282 MATCH UNE MATCH UNE �-_ 7 � 04-12-01 N114,292 '? - - 05-13-01 ; FOR PCL NO. (TOWN OF SOUTHOLD // p 05-16-01 N Q-' SEE SEC.NO. DEVELOPMENTRIGHTS)/f IP �• 07-10-01 _ y •� AQP 414 O 096-1 'y 10.09-01 N N 12 OA 23.7 10-30-01 ,� 6 �°' w ,�. TOWN OF SOUTHOLD V 6.OA(c) \ 236 02-28-02 I 03-07-02 (OPEN SPACE( �2 � a 1•^p 03-19-03 2.8 4' �� 52A(q ,4 4 V qC' 1.BA � 04-30-03 '3'd� 4.� ti p O p 4 2.7 06-04-03 ,r �, p.,P� FAO 16.tA(C) 23.3 o6-tz-oa '^p' r ry, l7owN OF SOUTHoco 17.6A D9-29-0d S� 25 DEVELOPMENT RIGMS) CUTCHOGUE 11-04-04 j' P^P •4? .` q� A, y CEMETERY 17h 12-13-04 F AsSocwnoN -0 ti b� �\ ' 07-22-05 16.3 A 01-27-06 ^.l9 ,5?P bs9 p. ? 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FOR PCL No. `\�� S O m .1 C) 115-01-003.5 118-01-003.3 SEE SEC.NO. SEE SEC.NO. y- m " " 116-03-DDI \_ 11601.007 _ _i N a06 663=w 4 • ,a MATCH 1- - - - LINE MATCH - - UNE ,n SEE SEC.NO.116 SEE SEC NO,116 L P.r.n>ewu. ------ aaeaosa.u. --say-- we,roae l.. --N-- uaEsa olvwo,rePMMe.AUMoranlrrl y>s""cs O SECTION NO NOTICE , a+x, COUNTY OF SUFFOLK K ,a, ,� ,w T +� SOUTHOLD E o.a.w.o.. �- sww r>awear.ro (21) O r.o-M-a» -- a .omw --a-- uE»n.une rntawNO as Rcn 8�b 7Jy C• E ,NDN. 2 aaoo 9 aEMv MNNTENA CE.ALTEMTON.bALEOR .� ��a Real Property Tax Service Agency Y 109 Ci swa.w.wl.N ------- n,aa o..,Na v vel.o-am aw --w-- N.-elo.:.l.. --wr-- wrc 39 �'o^M'r asrNl6uraN Or,wrPORrlon of rNE Er.woo.e a..--A-- a,wr 4s �'� surcole cOUNTV TAx MAP IS PRONI6lreD s' r� Counry Center Riverhead,N Y 11901 ,m fro 110 VILLAGE OF N F1na m WTNOLR VUNITTEN PERMISSION OF iNE 4 a~n -EIN FEET M D Pu `N.. 2a A, O.aa Ana 12.,A(alar l3.lA rO"'a'- �__ rva Oaapl lrN --P-- VMNawvow4Ln,a--xav-- AA,etAAncE aaarE'An. ;.Y,I�,$$ 3m P 100 aoo q REAL PROPERTY TM SERVICE AGENCY N�xa,Y� dSTRICT NO u lAcct "a'0`I" ----- a....o.mew -a-- P „s „s 1000 PROPERTY MAP TANVERSION GATE 6Mr 39,M121 • • AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Belle River Properties, LLC Address: 1345 Bridge Lane, Cutchogue, NY 11935 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District. Property Location (road and tax map #): 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue; SCTM#1000-102-4-6.1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-102-4-7.3: Howard Simon, 27 Stacey Lane, Madison, CT 06442 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date RBVISIOns .� 06-11.95 - 042899 Pp- 05-12-99 SEE SEC • 11-12-99 ' No ass 12.27-00 , SEE SEC.NO.095 ------ SEE SEC.NO.095 - If04 12-01 MATCH LINE •4 ---_ N 114.282 � MATCH - UNE MATCH - LINE - N314.282 ' 05-03-01 p -------- ---------- MATCH �-----.---- _ UNE/ IF OS 16-01 ^ry FOR PCL.NO (IOM 07-10.01 Q, �V O �`'` pQ- SEE SEC.NO. d. DEVELOPMENT s) 9-0 /•� 'h 10-01 P 4.14 096-05-012.2 �, 'Y F 23.7 12 OA 02-28-02 �� 11-30y TOM OF SOUTHOLD � •y 6.17A(C) / w 03-07-02 ' (OPEN SPACE) �2 \\\ 23.6 ,♦♦,oP �kr 2.6 T \\ 5 2A(c) ¢ 03-19-03 �, V ,1• 1.8A \ 04-30-03 +s i a4,Q' ry o' p 4 2.7 \\ ( 06-04-03 P ^,P` CcpOT ty `, (TO"OF SOUTHOLD 'Ojv 1T6 MA \�\ 09-29.04 �P.` 2.5 t DEVELOPMENTRICNTS) 11-04-04 f _ ♦� •� L�' 3 y GSE CMERr 12-13-04 F ASSOCWTION J? 07-22-05 •ry 4y ♦y ,� e' 1+- p eN \ 01-27-06 S y^�P ' >1qP d B ' SA 06-26-06 Z . �'1. �� (TORN DE SOUTHOLD 11-24-06 U = tl ` 4' ♦-•`P FR �$° 4 22 2y. 3 O DEVELOPMENTRIGHTS) r k 1• C N 1 4 12-15-06 d'Q"` a �" FN y ♦ '� e` b �D O1 $ 05-05-07 ut J i0{�' T $ Pw�P ♦ 9 9 d' 2 / Zt'� sT 12.26-07 0328-OB I '`' • .Q' �' + $ / mQ ER 07-28.11 6 11-18-11 Sic) I 4 I o .• � � rs !? / ♦- FOR PCL NO 9.2 $ @ / 11 I SEE SEC.NO. 0 O 25.15A 101-02-021.3 I e / $ 4 9.1 RA d 2� 10 IV � OLO 3.9A(c) 33.3 �h ♦ e: r 7 71e 1i. 45.6A(c) r • � 9' b �' $ b. 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SEE SEC.NO. •` " q, �., 4 ,�f IV 709-Ot-024.4 a .k` ♦''Y¢. 109-01-013.2 12 1.SA(--- ----_- ----- -------- -------- a.�2' yJ C), - N]10482 N 310 - 5A( 4 $ MATCH -�__ � UNE MATCH UNE qr r R !, R SEE SEC.NO.109pr L >.N.. : dN. P. .N,1.. ------ fa.•o..d� --ao-- w..dN.M. --N-- uAAsmwoTUMeuLrlvfines &V"'w COUNTY OF SUFFOLK K 0°B anlru+oF SOUTHOLD SECTION NO E o.rao...•.a... 1M.O.YaY.1AB w 21 E..pWvu. --f-- wawouww --R-- 4RE wT1�1TEf4ULM�O[RiR1CR. NOTICE © E G -'1z" ( ) r«. O M]gOL s' 4E11Ea - WAO MAINTENANCE ALTERATION.SALE ORReal Property Tax Service Agency Y 4Y+r•Lalir ------- a...a�.� a w..a.ww --w-- M..e1a..�.--�-- � � XroBfNr vILLADEof 102 E a•sn/ay. '�"'- 10WO�o s Ce.4 un -- - -- UM1! 45 1111RER DISIRIBUIN)N OFANY PORTION OF THE 101 102 losN CouR1Y CeMer RlverRear,N Y 11!01A-- m MD PSN.. � 12.1 A(4)a 12.IA tw -- M1YUMr -- -- wrr.O.•inl..--Wr-- AMNMICE 11ABTEAASCJILE IN fEET. P1411 THOUTWTrrTENPERMISBAXIOFTXE 100 0 200 •00 A gBTRICT NO 1000 REALPROPERTYTAk SERV10EAr£NCY AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 10/31/14 Re: Proposed Site Plan for Belle River Properties, LLC SCTM#s: 1000-102-4-6.1 Date of Hearing: Monday, November 3, 2014, 4:33 p.m. Town of Southold PC/Codebook for Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated,proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town,which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant,petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail,return receipt requested,posted at least seven days prior to the date of the initial public hbaring on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property,nature of relief or approval involved, and date,time and place of hearing. The applicant,petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 BELLE RIVER PROPERTIES , LLC I' SITE PLAN FOR BELLE RIVER PROPERTIES, LLC 1 000 = 1 02 Proposed construction of a 48' x 36' 4-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District. i IAONDAY - NOVEMBER 3 , 2014 - 4 : 33 P . M . ��I �I SEP 3 0 2014 ` 9 ^��nniria Boar;, J To: Southold Town Planning Board 9-29-14 Fr: Bill Kelly Re: Belle River Property LLC Attached is revised site plan with change requested. Elevations of future storage barn to follow. Respectfully .r William Kelly Authorized Agent MAILING ADDRESS: PLANNINGBOARD JO WILI)CENSMSERS o��oF s°�ryolo So P hOoid,Box NY 11971 KI Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTYo �O� 54375 State Route 25 JAMES H.RICH III �', (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR U0,� Southold, NY Telephone: 631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 23, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: State Environmental Quality Review Act (SEQR): Belle River Property 1350 Alvah's Lane, ±1,200' n/e% Alvah's La. & NYS Rt. 25, Cutchogue SCTM#1000-102-4-6.1 Zoning District: A-C Dear Mr. Kelly: In response to your request for a SEQR Determination for the proposed buildings on the site referenced above, the Planning Board has determined that the site is a Type II Action. According to Article 8 of the Environmental Conservation Law, and 6 NYCRR Part 617, Section 617.7 of the State Environmental Quality Review Act (SEQRA), the Planning Board has determined the proposed Site Plan Application a Type II Action pursuant to §617.5(c)(3) and, therefore, not subject to review because the proposed construction is for an existing agricultural site (see below). 617.5(c)(3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, �r1�� t�iMt�v-1 Brian Cummings Planner cc: Suffolk County Department of Health Services (SCDHS) • • MAILING ADDRESS: PLANNING BOARD MEMBERS *OF SDUIyO P.O. Box 1179 DONALD J.WILCENSKI ti0 l0 Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N ,r Town Hall Annex PIERCE RAFFERTY � • COQ 54375 State Route 25 JAMES H.RICH III Z21 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR C��fSouthold, NY Telephone: 631 765-1938 www.southoldtowimy.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 23, 2014 Mr. William Kelly 22355 Cox Lane, Unit#4 Cutchogue, NY 11935 Re: Proposed Site Plan for Belle River Property SCTM#1000-102-4-6.1 Dear Mr. Kelly: I am writing as a follow-up to the Work Session held on September 22, 2014 where the Planning Board accepted the above-referenced Site Plan Application for review with revisions. Before the Board can commence its full review, it is necessary to provide the following directly to this department: 1. Provide nine (9) copies of a revised Site Plan with the items listed below; these plans should include a NYS licensed professional's stamp, seal and signature. a. In the proposed Site Plan information section, revise "Town of Riverhead" to "Town of Southold". b. Remove the parking calculations shown on the Site Plan for "boardinghouse" and "single family dwelling". Parking calculations will not be necessary. The Board agreed to waive parking requirements for this site due to the fact that it is an existing agricultural site of 22 acres, the proposed development is very small compared to the size of the property, and it is for private, farm use only; however, please note on the plan any gravel surfaces being added to the site in the vicinity of the proposed buildings. c. Provide drainage calculations and exterior lighting details for the proposed agricultural storage barn. 2. Provide building elevations for the proposed agricultural storage barn. Belle River Properties* Page Two 0 September 23, 2014 Once the above information is received, the Planning Board, its Staff, Town departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this Site Plan or its process, please do not hesitate to call this office. Very truly yours, Brian Cummings Is Planner Southolf town Planning Board Work Session—September 22, 2014 .............................................................................................................................................................................................................................................................................................................................. Project Name: The Blue Inn SCTM#: ' 1000-31-6-17.2 .................................. .. ............................................................................................................................................................................................................................................................................................................................................................................................................_...... Location: 7850 NYS Route 25, East Marion .............._......_........_.................................................................................................................................................................._.................................................................................................................................................................................................................................................................................................._........__...� Description: This proposed amended Site Plan is to expand a current ±1,070 sq. ft. r restaurant use to include being open to the public pursuant to ZBA File SE6675. Also onsite are an existing motel and inn on 1.37 acres in the j Resort Residential RR Zonin District. _._.........-............_...................._........................................................._..................................................................................................�..................)..................................._ ....................................................................................................................................................................................._................................................. , Status: Pending j .........................................................._....__................................._.......__._.._.._.._...._..........9........................................._..................................................................................................................................................................................................................................._............................................_...._.................................. Action: Review revised Site Plan. _................................................................................_............._....._....._...__....................................................................._.........._................................................................................................... ...... ................................................................._..........................................................._.... _....._._...: Attachments: ' Staff Report _....._......_...._.........................................................................................:.................................................. ....._.........................................._..................................................................................................................................................................._.............................................__..._.........................................._...._....._........................... ......................._._.........................._......_...................................................................................................................._.................................._...._..._.................................................................................._.................................................................................................................................._.._....................._.........................._............. Project Name: ; Belle River Properties SCTM#: 1000-102-4-6.1 ................_....J...._..._..........._...__.-.._ ...__._.._......................4.._......_..._......................................................_...................P................._.._._.._.._..................................................................:............................................................................................................................._.....__........................_......_.._............._....- E Location: 1 1350 Alvah's Lane _ ._._..............................._...__._.............._,................._...-Cutchogue-._..................................................................................................................................................................._............_........._.__......_...._......._._....._............._._. i Description: This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres; in the A-CZonin9................._District. .............................._.................._....._........................................................................................................................._.......................... ................................................................................................................................................................................................................................_......_._............._.................._.... _._....: Status: New Application ................................................_._._._.._..._..............................._........:.....__...._..............._........................................_................. .........................................................................._................................................ ................................................................................._................................................_..-..........._....._._......_.._...... Action: Review for completeness. .........._...._............................................_..............._.................................................._......_....._................................_....._.......p_.........................._.........................................................................................................................................................................................................................................._...._...._._..........._... _._......1 Attachments: ` Staff Report _....__........................................................................................:................................................... ............................................................................._..............................................................................................................................................................._.._._......._...................................................._._._._..............................f ..........._..__.._............................_...__..._..._.............................................................................................................................................................................................................................................................................................................................................__........_..........................................._.._..._...._...................._._....... � Project name: Greenport Harbor Brewer SCTM#: 1 SCTM#1000-75-1-14 _._J..........._..........__._._....__._..._...._......_..........._.....t...._......_...........................P.............._................................._.........................................................Y........................................_:.......................................................,................................................................_._..__._......................_.......__.._.........................; Location: 42155 Main Road, Peconic - _........-._..._._......._.__..._.._..............................�..................._..._..._............................._.................................._...._._._............................................................................................................................................................................................................................_.........._.._.........................._................_..........i Description: This proposed amended Site Plan is for the renovation of three (3) 1 existing buildings--formerly an auto dealership--into a micro-brewery. j Buildings 1 & 2 total ±13,000 sq. ft. and contain a micro-brewery i I production facility; Building 3 is 2,560 sq. ft. with a 2,100 sq. ft. addition 1 and contains a tasting room and brew pub; Building 4 is a new 1,200 sq. j ft. equipment storage building, all on 2.89 acres in the General Business ' B)_......_Zonin g. District. ............_ .._...................... ..............................................................................................................................................................................................................................................._............._..........................................._................... Status: Approved Site Plan 1 ................................................................................................................._..................._.......................................................................... Action: Review Final Site Inspection comments. ..........._........................_,....................................................................................._....................................p. . _......._.._...._....._..._.._..... _._.... Attachments: ; Staff Report p................................. ................................................................................. ...................................................................... ................................................ Project name: T.K. Alpha, LLC Shopping Ctr. SCTM#: 1000-140-2-20 1 _....................................................................................................................................................................................................................... .................................................................................................................................._......................................................_............� Location: 1 535 Pike Street, on the north side of Pike Street, approximately 100 feet east of Love Lane, Mattituck .......... ................................................................ ............... ......... ....:.... .................................................. . . Description: This site plan is for the construction of a 2,475 sq. ft. mix-use building consisting of two store fronts for a 1,100 sq. ft. retail store and 1,375 sq. ft. restaurant. There is an existing 605 sq. ft. building proposed to be removed on an 11,561 sq. ft. parcel located in the Hamlet Business Zoning District. .......... ... ................. .... ............. . ..... ......................... ..................... ...... ........ ... .... ........... ............. .....S.....t...a.......t....us: ..A........p.....p..r...o.......v......e......d Site Plan ................ .. ........ ....... ........ ...... ..................................................................................................................................... Action: Review Final Site Inspection comments. ................................................................................................................................................................ ........................................................................ ............................ ..................................... .......... ............................................................................................................ Attachments: Letter from Applicant ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ : 2 MORTONtJILDINGS, INC. www. mortonbuildings.com mCox Lane Industrial Park•22355 County Rd. 48, Unit 4 Office:631/734-4060 Cutchogue, New York 11935-1159 Fax: 631/734-4061 To:Southold Town Planning Board 8-29-14 Fr: Bill Kelly Re: Belle River Property LLC D a (� Attached please find site plan application to construct: SEP 2 201 36'X 12'X 48' horse barn with: Plannhnld Town Four horse stalls 9 Board Tack room and Y bath Wash stall for washing and grooming horses Ground floor storage area Storage loft 12'X 48' Roof water drainage Sanitary system for Y2 bath Sanitary system for wash stall 36'X 14'X 48' Proposed future storage building for storing farm equipment Items Attached Authorized Agent letter Letter from Town of Southold Department of Land Preservation Site plan application Four copies of survey Four copies of floor plan and elevations for Horse Stall Barn Nine copies of site plan Respectfully William Kelly Authorized Agent Excellence—Since 1903 PLAN STATUS REPORT SITE PLAN TYPE: AMENDAW NEW WITHDRAWN INCIMPLETE PROJECT NAME: FdL -,JQ( aWAN ZONEI:-X--ZONE2: ZONES: LOCATION• f 'S Losc HAMLE � . ✓ SCTM# 1000-LQ - --6.L OWNER NAME: TEL# APPLICANT NAME: TEL#L—j AGENT NAME: TEL#(_) PROJECT DESCRIPTION: EXISTING,,UE: PROPOSE USE: � S i Cit ( DATE BUILDING DEPARTMENT NOTICE:S/P RE DIRE R N ZBA APPEAL REQUIRED Y 011 N /! PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: INFORMAL REQUEST FOR REVISIONS: APPLICATION RECEIVED DATE: / / L :APPLICATION PROCESS DATE: !/ PAYMENT RECEIVED: AMOUNT RECEIVED:$ NEW SP:$500JACRE&.10/SF, AMENDED SP:$250.+.I0/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X -$ xs.lox SF=$ _$ NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTED Y OR N _!/ APPLICANT ADVISED OF NECESSARY REVISIONS (WPTHIN 30 DAYS OF REVIEW) / BUILDING DEPARTMENT MEEETING 100-254113(WITHIN 30 DAYS) —!/ NOTES: REVISED SUBMISSION RECEIVED: NOTES: REFERRED AGENCIES:(WITH MAPS=W/P) ---�! STZBA_,STBD_,STC/PB.JH.STBT_$M_,SCDHS_,NYSDEC_,USACORPS_,NYSDOT�SCWA�SCPD_,SCDPW�LWRP_ RESPONSES NOTES LEAD AGENCY: TOSPB:.OTBBR: RBVIBW:PARTI.PART 3_,PART 3.SHOAT BAF—LONG RAF_ NOTES: ACTION TYPE:COORDINATED:— UNCOORDINATED:— (TYPE1:_TYPE2: UNLISTED: REFERRED TO:3TZBA_,STBD—STW8—JW_—MT_STE—SCDHS—NYSDEC_,USACORPS_ WSDOT_,,SCWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DEC Y OR N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE NOTES ARCHITECTURAL REVIEW COMMITTEE: /Z/ / LWRP COORDINATOR: 1oa BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT ,DPW_, TOS SUFFOLK COUNTY DEPARTMENT OF PLANNING: SUFFOLK COUNTY DEPT OF HEALTH:PERMIT# — OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: BOARD OF TRUSTEE'S: NYS DEC WETLANDS/TIDAL/SPDES PLANNING BOARD DECISIONS: CONDITIONAL FINAL: / / , DENIED: APPROVED: FINAL: / /141 NOTES ENDORSEMENT OF SITE PLAN: FIELD INSPECTION FOR C/O: /--1 DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT /�f TOWN ENG / /J GENERAL NOTES: 1 412 Souted Planning De a Department St �e ort p p Site Plan Application Work Session Date February 23, 2015 Prepared By: Brian Cummings 1. Application Information Project Title: Belle River Properties II. Action Review all staff comments. This Site Plan is for the proposed construction of a 48' x 36' 4-stall horse barn for owner use on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District, Cutchogue. III: Analysis With reference to the Planning Board letter dated December 3, 2014: 1. Remove the notation and depiction of"proposed location of 'Future Storage Barn"' from the Site Plan since this structure has no immediate plans of being constructed. Submitted: the revised site plan does not include nor reference the proposed storage barn as required 2. Obtain approval from the Suffolk County Department of Health Services (SCDHS) for the proposed application and provide a print of the stamped approved plan to this Department. Submitted: SCDHS approval C10-14-0005 @ 100gpd for a horse with 4-stalls 3. The Drainage design for System No. 2 has indicated an 8' diameter x 13' deep Leaching Pool. According to the Test Hole, this leaching pool would extend down to the elevation of the Water table. All leaching pools must terminate at a minimum of 2 feet above ground water. This leaching pool must be reduced in depth and a second LP must be added to provide the required drainage capacity. Submitted: the revised site plan provides System #2 as 8'x 7' deep, as required V: Staff Recommendations All site plan requirements listed in §280-133 of the Town Code have been met and it is recommended that the above referenced site plan application be scheduled for determination by the Planning Board at the March 9, 2015 public meeting. 1 Soutold Planning Department St9 Report Site Plan Application Work Session — Completeness Date September 22, 2014 Prepared By: Brian Cummings I. Application Information Project Title: Belle River Property Applicant: Date of Submission: September 2, 2014 Tax Map Number: 102.-4-6.1 Project Location: 1350 Alvah's Lane Hamlet: Cutchogue Zoning District: A-C II. Description of Project Type of Site Plan: Agricultural Acreage of Project Site: 22.81 acres -- Southold Town Development Rights (DRT) Building Size ±100sf exists; ±3,456sf proposed III: Completeness Review See attached checklist for Site Plan Requirements. IV: Analysis 1. Existing: Vineyard / Horse Paddocks a. (1) 101 sf pump house 2. Proposed: Vineyard / Horse Paddocks & Stall Barn (owner use only) a. 48' x 36' (1728sf) 4-stall horse barn with rest room, bath & horse wash down area b. 48' x 36' (1728sf) Ag storage barn c. August 25, 2014 Notice of Disapproval: "if other than private use, Special Exception from the ZBA is required" 3. Department of Land Preservation: a. January 10, 2014: The recorded easement for this property allows land within the easement area to be used for the purpose of agricultural production; proposal is for the continuation of existing vineyard and boarding, raising, breeding and training of up to (8) eight horses. b. January 7, 2014, following was approved: 1 i. Construction of a 48' x 48' barn on the westerly side of the property, approximately in the area shown on the sketch presented with the 12/26/2013 application. The barn may be constructed in phases. The barn may be used for horse stalls, farm equipment for the farm, farm office, bathrooms, or other permitted uses. The barn may include plumbing and heating. ii. Farm road access and an unpaved parking area for access to the barn iii. "in addition to this approval, it is understood that:" a. Manure to be properly and regularly disposed of b. Horse riding lessons and shows are not approved or permitted c. As per the Easement, the removal of topsoil, sand, or other materials shall not take place, nor shall the topography be changed except to construct and maintain the above mentioned approved structures and improvements. 4. SEQRA Type II: 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; 5. Approval from the Suffolk County Department of Health Services (SCDHS) is required for the proposed bathroom and agricultural wash down facilities a. Sanitary System "A" (Animal Boarding, Min Commercial sys) i. 1 — 1200gal Septic Tank @ 8' x 4' LD ii. 2 — 8' x 6' deep LP w/ 50% expansion b. Sanitary System "B" (Human Waste, Min Commercial sys) i. 1 — 1200gal Septic Tank @ 8' x 4' deep ii. 2 — 8' x 6' deep LP w/ 50% expansion 6. Parking: a. (6) six stalls @ 9'x 19' are proposed including (1) one ADA Staff: Proposed buildings will not cause a need for public parking on site; the number of employees should be provided by the Applicant. The parking calculations shown on the site plan reference a boardinghouse requirement (per guest room) and a single family dwelling requirement; neither of these uses/structures are located on the site plan 7. Drainage: a. Horse Barn & Porch Roof— (1) 8'x 8' deep drywell 2 • b. Parking area — (1) 8'x 13' deep drywell 8. Exterior Lighting: a. (2) Two proposed bullet flood lights (QB2B) @ 8' high b. (2) Two proposed LED gooseneck light fixtures (GN1 LED13YST11 B) @ 12' high c. (2) Two proposed high hat garage lights (GLED26YW) under porch overhang @ 7.5' high d. Staff: A photometric plan has been submitted pursuant to §172, proposed foot candles not to exceed 4.5fc and reach O.Ofc at all property lines 9. Bulk Schedule Code Requirements for A-C zoning district: a. Front yard: (60' min), 100.2' & 237.1' proposed b. Side yard: (20'min), 121.7' & 113.3' proposed c. Rear Yard: (75' min), 656.1' & 483.5' proposed d. Lot coverage: i. 20% maximum ii. 0% existing iii. 0.43% proposed e. Landscape area (not required): 100% existing; 99.5% proposed 10.Staff Observations: a. "Town of Riverhead" incorrectly displayed within the proposed site plan information b. "Spur Road" dead ends at the subject site from the adjacent Crown Land Lane neighborhood c. Drainage calculations have not been provided for the proposed ag storage barn V: Staff Recommendations 1. Accept the application as complete to begin referral process to relevant/interested agencies. 2. Require the applicant to provide the number of employees in order to clarify the parking requirements for this site. Additionally, require the applicant to provide the correct parking calculations on the site plan for the proposed uses. 3. Require the applicant to revise "Town of Riverhead" to "Town of Southold" in the proposed site plan information section 4. Require the applicant to provide drainage calculations for the proposed ag storage barn or remove the ag storage barn from the site plan based on the proposed timeline for construction. 3 Soutfold Planning Department* artment• Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Belle River Properties Completed by: Brian Cummings Date: September 22, 2014 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. �l (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for �1 site plan applications. (3) A completed environmental assessment form. �l (4) Nine copies of the site plan. �l (5) Four copies of a property survey, certified by a licensed land surveyor. _ �l B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. �l (b) The name and address of the landowner on record: �I (1] The names and addresses of adjoining landowners [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the �l applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. �l (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist within 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed �l 1 Checklist for Site Plan Application Completeness Soutfold Planning Department* artment• restrictions or covenants applying to the property. Q) Existing zoning, including zone lines and dimensions. �l (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as �1 follows: [1] Alignment and schedule plan. ,I [2] Grading and drainage. �l [3] Landscaping. _ ,I [4] Other, e.g., site utilities. (2) Natural features. Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States �1 Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands N/A and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, N/A ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. N/A (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the �l site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. �l (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and �I aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boundary of the X Use aerials subject property. 2 Checklist for Site Plan Application Completeness Souttold Planning Dep artment• (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Storage barn Highway Specifications. needed (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and N/A location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. Notes:N/A=Not Applicable Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness SOUTHOLD PLANNING BOARD D 0 SITE PLAN APPLICATION FORM SEP 2 2014 Site Plan Name and Location Southold Town Planning Board Site Plan Name: Application Date: _ / Fq 14-1 Suffolk County Tax Map#1000-_&Z- - Other SCTM#s Street Address: PSS A LV4 &-> Hamlet: Distance to nearest intersection: i WO Abel W l- k,;J4 M �S Type of Site Plan: X New Amended_Residential Zoning District All- Owners/Agent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner Ef" &4jj g Street IMS LAJ City C�� ()4E_ State /Wl Zip�� Home Telephone - - Other �� �-L36Z�'1 Applicant Ef 4- � V- -4" Tj��" Street (,F:A S UZDl &—_W City C�� W�yl, t State W Zip , Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* Street 355 (PV I—Aklk— LXJP7 #-1--( City W l 4V,)kWtC. State AJL Zip_163�) Office Telephone ,,I Z7 ` Other *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 2118/2010 Site Data • Proposed construction type: New Modification of Existing Structure YAgricultural Change of use Property total acreage or square footage: ZZ,61 ac./5*-Fr.' Site Plan build-out acreage or square footage: C. Is there an existing or proposed Sale of Development Rights on the property? Yes X_No If yes, explain: LF_ r, � FOO Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Yy If"yes", explain(and attach any necessary documentation—title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: 6__/ W/1 Is an application to the Southold Town Zoning Board of Appeals required? Yes No If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor rea per use. List all existing property uses: �� S List all proposed property uses: Other accessory uses: EaUWAA,&t Existing lot coverage: _ D__% Proposed lot coverage: % Gross floor area of existing structure(s): IM q. ft. Gross floor area of proposed structure(s):� Parking Space Data: # of existing spaces: © #of proposed spaces: 3 Loading Berth: Yes No Landscaping Details: Existing landscape coverage: It&—% Proposed landscape coverage:99 S/o Wetlands: Is this property within 500' of a wetland area? Yes No Maybe I, the undersigned, certify that all he above ' f r ation is true. Signature of Preparer: _ Date: 2 Site Plan Application Form 2/18/2010 r APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK being duly sworn, deposes and says that he resides at 470SG43 aK LA in the State of New York, and that he is the owner of the above property, or that he is the of the JALA,,k_ FZLk_g_ - (Title) (Specify whether Partnership or Corp.) which is hereby making application;that there are not existing structures or improvements on the land which are not shown on the Site Plan;that the title to the entire parcel, including all rights- of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed er A4--k-l,A—T Signed fartn orporate Officer and Title) SwoM jo me this day of D� Notary Public DEBORAH,H.VANDUZwER Notary NoR.O1VA6 8811'! York QuWWC Ei pirm AprrH 28,2016 BELLE RIVER PROPERTIES LLC 36 East Second Street Riverhead,NY 11901 63111727-6604 Fax: 631-727-6605 August 29,2014 To: Southold Town Planning Dept. Fr: Belle River Property, LLC Joel Itzkowitz,Managing Member Property owner SCTM#1000-102-4-6.1 Re: Authorization Letter I Joel Itzkowitz, Managing Member of Belle River Property, LLC, owner of property SCTM#1000-102-4-6.1,in the Hamlet of Cutchogue,in the Town of Southold,hereby Authorize William Kelly to act as my agent handling all necessary work involved with the Southold Town Planning Dept., in order to acquire permission to construct a 36' X 48' 4 stall horse barn and 36' X 48' uipment storage building on agricultural reserved land. Signature of owner Swornbefore meis �e day of in the year Notary Public SUSAN T. YOUNG Notary Public, State of New York 01Y06209293 !Qualified In Suffolk County Term Expires: 7/27/20 /7 TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2014 To: William Kelly for Belle River Properties P O Box 1680 Southold, NY 11971 Please take notice that your application dated August 5, 2014 For permit to construct a 4 stall horse barn/storage building at Location of property: 1350 Alvahs La., Cutchog�ue, NY County Tax Map No. 1000- Section 102 Block 4 Lot 6.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, the proposed construction requires Site Plan approval from the Southold Town Planning Board. Note: If other than Private Use, Special Exception from ZBA is required. -/"—��r'-� Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application (,� Flood Permit Examined ,20 L"7 �� �� Single&Separate Storm-Water Assessment Form AUG —5 2014 contact: Approved ,20 Mail to: 4-L t Disapproved a/c 5pj{S gldl ,QCi KO'. DEPMa T. 1,b. ��f' 1� T—PCQ> _ 1 —� TOV�td Of SOJTHCIL.D Phone: 61w1'Z55-9 Sq l Expiration ,20 Building-lnspector APPLICATION FOR BUILDING PERMIT Date 8 '� , 2014 INSTRUCTIONS a. This application MIST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon_approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sij"re`ofa-jplicdht or name,if a corporation) �. �1< I :o (Mailing address of applicant) 15�mrx-f-�, ML4 Ilei-,1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises fLk� pi:P� LL . (As on the tax roll or latest deed) If applicant is a corporation; signatur uthorized officer e and title of corporate officer) Builders License No. I-5 ,3-7L 44M Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of 50 122 land on AhchiVlropros�ed :r�C will b�N (-, _ OGar House Number Street , } Hamlet j County Tax Map No. 1000 Section �b2. Block ^f Lot b , I Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1 KL IL b. Intended use and occupancy 67AT L- ACME B&OA g� �3Z�P-AC4& J sIF7 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 22 b= Fee t (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. -----'`� 7. Dimensions of exist' structures, if any: Front R / Depth 7�---" Height Number of Stori Dimensions of same structure with alterations or addi ' s: Front Rear Depth / Height Number Stories 8. Dimensions of entire new construction: Front "S�� Rear Depth ' Height Number of Stories i 9. Size of lot: Front �, Rear �E SG44 DepthJG 10. Date of Purchase �J l `l Name of Former Owner 62'd�91'19+� � —T,�Li � 11. Zone or use district in which premises are situated A L Ac t - (:Lxj 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YESX—NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address _Phone No. Name of Architect &� TAE.45i '! i Address G010!5,r cY* Phone No ?I - 7Se4'11 - Name of Contractor_dlWie`ZW &Z4S Address_i rJ 644M:7, Phone No. -Sq--V4—g2-5 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B4 REQUIRED. b. Is'this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) (�' COUNTY OF 5jj ` C ')S: I 1,4ZAKA 44,LL4 being duly s' 0m,'deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Cb A104=(1- ,A4 ► (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be re me his y 20 0, N c i t o p is t BERT I.SCOTT,A Not Public,State of New York ualified in Suffolk County No.01 SC47250 9 Tarr"Frnirwc MAV 31. � " • 8---� TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 25, 2014 To: William Kelly for Belle River Properties P O Box 1680 l` Southold NY 11971 Please take notice that your application dated August 5, 2014 For permit to construct a 4 stall horse barn/storage building at Location of property: 1350 Alvahs La., Cutcho u County Tax Map No. 1000 - Section 102 Block 4 Lot 6.1 Is returned herewith and disapproved on the following grounds: Pursuant to Article XXIV, Section 280-127, the proposed construction requires Site Plan approval from the Southold Town Planning Board. Note: If other than Private Use, Special Exception from ZBA is required. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. • 0 AGRICULTURAL DATA STATEMENT TOWN OF SOUTHOLD When to use this form: This form must be completed by the applicant for any special use permit, site plan approval, use variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring this form must be referred to the Suffolk County Planning Commission in accordance with Sections 239-m and 239-n of the General Municipal Law. Applicant Name: Belle River Properties, LLC Address: 1345 Bridge Lane, Cutchogue, NY 11935 Land Owner(if other than applicant): Land Owner Address: Description of Proposed Project: This Site Plan is for the proposed construction of a 48' x 364-stall horse barn for owner use and a 48' x 36' agricultural storage building for an existing vineyard on Southold Town Development Rights land; 22.8 acres in the A-C Zoning District. Property Location (road and tax map#): 1350 Alvah's Lane, ±1,190' n/w/o Alvah's La. & NYS Rt. 25, Cutchogue; SCTM#1000-102-4-6.1 Is this parcel actively farmed? Yes No Names & addresses of any landowners within the agricultural district containing active farm operations located 500 feet of the boundary of the proposed project: SCTM#1000-102-4-7.3: Howard Simon, 27 Stacey Lane, Madison, CT 06442 Attach a tax map or other map showing the site of the property where the project is proposed relative to the location of farm operations identified above. Applicant/Agent Signature Date TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 g Survey Sou tholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application (�� Flood Permit Examined ,20 D FL, `"l 'c I� U � Single&Separate Storm-Water Assessment Form AUG —5 2014 Contact: Approved ,20 Mail to:� � G` _ Disapproved a/c5p,j Irl, f ll F B!.DG. DITT. t). I_�C � 1'� '`1-{l Q> Y R _ �Y�1a �TTOWN OF SOUiHOL.D Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 8 —.'� , 2014 INSTRUCTIONS A. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon,approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal l be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within'18 months,from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspecti:4(SiAetGre`ofa'pplicdnt or name,if a corporation) �.�. 5oX I6eo (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises1P— �� �--�-� (As on the tax roll or latest deed) If applicant is a corporation; signatur uthorized officer e and title of corporate officer) Builders License No.16 .'ERL WT- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location;f land on50 L Vr� op�o,�sed work will be don r( 0G o House Number Street Hamlet County Tax Map No. 1000 Section f��. Block '`F Lot �, . Subdivision r Filed Map No. Lot 2. State existing use and occupancy ofpre . esandd intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ''� S'jA�L G -11II&OA i 3. Nature of work(check which applicable):New Building IX Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cosb= Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor `.---� If garage, number of cars ;,,� 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of exist' structures, if any: Front R r / Depth Height Number of Stori Dimensions of same structure with alterations or addi ' s: Front Rear Depth / Height Number Stories 8. Dimensions of entire new construction: Front ' S Rear Depth Height ZZ' Number of Stories I 9. Size of lot: Front `o Rear 4 SG�e-1 Depth 2 10. Date of Purchase �J"1 _l Name of Former Owners 11. Zone or use district in which premises are situated f-'1 C— A6t 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YESX—NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address�r � Phone No. _ Name of Architect �C 1 Address CEJ C �G Phone No ( - 7�1_Y - Name of Contractor ELrX,E::' Address__[,t.776k4C� Phone No. -Z4`40�3/0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY Bq b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF!qj�;k 01S: being duly sworn;deposes and says 'that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6bK-[9A ` (1,Z66ksrj (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be re me his y 20 N c 1 t o p is t BERT I.SCOTT,JR. Not Public,State of New York ualified in Suffolk County No.01 SC472500-y - Te�.�Frnirwc MAv 31.�Gi1�L� Y � ` FOR INTERNAL USE ONLY SITE PLAN USE DETERM (NATIO E -E _ME. AUG 18 201 : Initial Determination 90—WoidTown�� I ng Board Date: la : Date Sent: a' . LL Project Name: Jk Project Address: 3�'� J s �` - ._ District:_, — Suffolk County Tax Map No-1000--l-02, Zoning —f' -- Requesf: (Note: Copy of Building Permit Application and supporting documentation a&to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted:—*&---------- Initial Determination as to whether site plan is required: I -- Signa , re of Building Inspector Planning Department(P.D.) Referral: P.D. Date Received:_�___/ �g, _1A_ Date of Comment: —=.-►- Comments• Signature of Planning De taff Reviewer Final peterminaion Date: Decision: .. _L._ _f hi ilaina Insnectnr TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ' J 11(� Flood Permit Examined 20 D 7 J L� Single&Separate Storm-Water Assessment Form AUG —5 2414 contact: Approved ,20 Mail to: Y�tL-Z Disapproved a/c SPS 0 S'11 W11 BID13. DEPT. F_6- F'a( 14$p lsf�%n—wxt> TOWP!OF.SOUTHOLO Phone: 6,sl-Z 5S-9 ray,l Expiration ,20 Building-Inspector APPLICATION FOR BUILDING PERMIT Date ,'� , 2014 INSTRUCTIONS A. This application MLJST be completely fill4d in by typewriter or in ink and submitted to tete Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule., b. Plot plan showing location of lot and ofbuiidings onpreii�ses,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon,approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 1$monthsfrom such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the.Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. A��IVIAOVI�;/z/j/ - -.oapplic t or name,if a corporation) & C tLiao (Mailing address of applicant) tetLT "D.-,- 1u(4 1 Lei-i 1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signatur uthorized officer e and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on ghichvpfapsedUN will be�d�on� House Number Street Hamlet County Tax Map No. 1000 Section ���. Block ' Lot , Subdivision • Filed Map No. 46 Lot - - 2. State existing use and occupancy of pregnses and intended use and occupancy of proposed construction: a. Existing use and occupancy �� ,',��, f `— b. Intended use and occupancy 4 �J7�C- G Qac.Q A- 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cos Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars �3 a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existin structures, if any: Front R `/" Depth Height Number of Stori Dimensions of same structure with alterations or addi ' ns: Front Rear Depth i� Height Number-os Stories 8. Dimensions of entire new construction:Front / Rear . Depth Z ' Height Z- Number of Stories 1 , 9. Size of lot: Front RearJk Depth 40050 10. Date of Purchase ?J_l `l Name of Former Owner 'DO�-A� 70-T-1,C 11. Zone or use district in which premises are situated A C-- A6t • �- j 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YESX-NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premises Address Phone No. Name of Architect tT Address!ZrFC lr� Phone No KR- 7Se4'41 Name of Contractor M perw &CC61- Address CLY76*4C4 C Phone No. "Zq- 4KG3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BF;.REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO �( * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF & being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6biq-aAL` a-LA6rsn (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to be re me his y 20 N c i t o p is t BERT 1.SCOTT,JA. Not Public,State of New York ualified in Suffolk County No.01 SC472509 Te.r,•,FvnirA4 MAv 31.�11�1 y.d Subdivision Filed Map No. Lot 2. State existing use and`occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and-occupancy b. Intended use and occupancy '� �J7 - A TI&W A !�:9� Ej � y , 3. Nature of work(check which applicable):New Building_X Addition Alteration Repair Removal ; Demolition Other Work (Description) 4. Estimated Cos =• Fee (Tobe paid on filing this application) 5. If dwelling, number ofdwelling units Number of dwelling units on each floor If garage, number of cars a_ � 6. If busmes,c-6 n6erc*l•d .mixed occupancy, specify nature and extent ofeach type of use. _ 7'. Dir`rmen'stbps a4kistffik structures, if any:Front Depth (umber of Stor Dimensions of same structure with alterations or ads s: Front Rear Depth •- Height Number- Stories 8. Dimensions of entire new construction.Front Depth #Z ' Height ' `Number` o Sfo g 9, 'Size of lot: Front Rear }:�t -f Depth 10. Date of Purchase , L .:l y Name of Former Owner 11. Zone or use district in which premises are situated /� • . 12. Does proposed construction violate any zoning law,ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NOY 14.Names of Owner of remises,. Address Phone No. Name of Ardh tect f Address.9A, Phone No `R,_ �73�—S1 Name of Contractor. AddressiE Phone No. "73 � 15 a. Is this.propeM within 106 feet of a,tidal.wetland or.a f v' hwater,wdtland?-*YES NO * IF YES, SOUTT TOLD TOWN TRUSTEES &�-D.ExC PERMITS'IVIAY'B REQUIRED. b. Is'this property,wttlin 3Q0 feet of'a;tidal*wotland? *,,YES ., NO * IF YES;:D.E.C.PERMITS MAY BE REQ �D'. 16. Provide survey,to scake curate on plan and distances to property lines. .,, s �, fte 17. If'elevation at any p6mt'on'pr3perty1"is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenas a ,restrictiahs with respect to this property? * YES NO �( * IF YES,PIZOODV,A COPY." STATE OF NEW YORK) , S: COUNTY OF . ) II�cY�N►t�' ' °v •' beig du ` vvatn,deoses and says iat(s)he is the applicant (Name of individual signing contract),':49ve'named, (S)He is the ,� �i12/ U (Contractor,Agent,Corporate Officer, etc.) .A of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn tobe re me his / 20 N c - 1 t o p is t BERT I.SCOTT,A. IVOt Public,State of New York ualified in Suffolk County :: �OS�FFpj�,co OFFICE LOCATION: MELISSA A.SPIRO Town Hall Annex LAND PRESERVATION COORDINATOR .��.� G.f,� 54375 State Route 25 melissa.spiro@toNvn.southold.ny.us :t (corner of Main Rd&Youngs Ave) Go = Southold,New York Telephone(631)765-5711 N+ T Facsimile(631)765-6640 O �� MAILING ADDRESS: y/fJOl �a� P.O.Box 1179 l Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD January 10, 2014 Joel Itzkowitz & Isabel Meltzer 32 East 2nd Street Riverhead, NY 11901 Re: Request for Agricultural Structure on Town PDR land SCTM #1000-102.4-6.1 (f/k/a Kaloski) Property Owners: Donna M. Ruttura and Samantha Ruttura Contract Vendees &Applicants: Joel Itzkowitz and Isabel Meltzer Dear Mr. Itzkowitz & Ms. Meltzer: The Land Preservation Committee Members, in accordance with Section 70-5 C. (2) (a) [3] of the Town Code and the recorded easement for the subject property, reviewed the application request received 12/26/2013 together with information submitted regarding the installation of agricultural structures for the purpose of farm equipment storage and raising, breeding and training horses on Town PDR land. This request application was formally presented to the Committee at its meeting held on January 7, 2014 by your attorney, Abigail A. Wickham. The recorded easement for this property allows land within the easement area to be used for the purpose of agricultural production. Section 70-5 C. (2)(a) [3] of the Town Code and the recorded Easement require that the use of the Property is consistent with the terms of the Easement and that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The Committee's review/approval does not override the need for review/approval by other Town Departments or agencies. Your proposal for uses/improvements within the Easement area as presented in the above mentioned application at the January 7, 2014 Land Preservation Committee meeting is for the property which is subject to easement to be used for the continuation of the existing vineyard, and the boarding, raising, breeding, and training of up to eight (8) horses. The Committee has considered your proposed improvements within the Easement Area and passed a motion on January 7, 2014 approving the following: • Construction of a 48'x48' barn in the westerly side of the property, approximately in the area shown on the sketch presented with the 12/26/2013 application. The barn may be • constructed in phases. The barn may be used for horse stalls, farm equipment for the farm, farm office, bathrooms, or other permitted uses. The barn may include plumbing and heating. • Farm road access and an unpaved parking area for access to the barn. In addition to this approval, it is understood that: • Manure to be properly and regularly disposed of. • Horse riding lessons and shows are not approved or permitted. • As per the Easement, the removal of topsoil, sand, or other materials shall not take place, nor shall the topography be changed except to construct and maintain the above mentioned approved structures and improvements. On May 5, 2005, the Land Preservation Committee granted approval for a horse barn to prior landowner, Cliff Batuello. This current approval is given subject to revocation of the 5/5/2005 LPC approval once you have completed your acquisition of fee title to the property from the present property owners, Donna M. Ruttura and Samantha Ruttura. The Committee's approval of the uses/improvements within the easement does not mean that such uses will be approved or permitted by other Town Departments or agencies. The Committee's approval does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. The Committee's approval is for the uses mentioned above only. You will need to return to the Committee for approval for any future construction, reconstruction, and additions of and to structures within the development rights easement area. If you should have any questions, please do not hesitate to contact me. Sincerely, Melissa Spiro Land Preservation Coordinator MS:md attachments cc: Abigail A. Wickham, Esq. Planning Board Building Department LAW OFFICES WICKHAM,BRESSLER& GEASA,P.C. 13015 MAIN ROAD; P.O.BOX 1424 WILLIAM WICKHAM(06-02) MATTITUCK,LONG ISLAND ERIC J.BRESSLER NEW YORK 11952 ABIGAIL A.WICKHAM 631-298-8353 JANET GEASA TELEFAX NO.631-298-8565 awickham@wbglawyers.com December 24, 2013 Melissa A. Spiro Land Preservation Coordinator Town Hall Annex 54375 State Route 25 Southold,New York 11971 Re: Itzkowitz from Ruttera,1350 Alvah's Lane, Cutchogue,NY SCTM# 1000-102-4-6.1 Dear Melissa: Enclosed is Request for Agricultural Structure Placement on Land Subject to Town Development Rights Easement application and map showing proposed location. Pursuant to our telephone conversation last week,we are representing the contract vendees,Joel Itzkowicz and Isabel Meltzer,in their purchase of this property. An application for consideration by the Committee is enclosed. We are obtaining a consent from the current owners,Ruttera,and will forward that immediately upon receipt.. The current plans are to construct a 36'X 48' barn for storage of farming equipment used in connection with the existing vineyard on the property. The vineyard will remain in production. The barn will also contain 4 stalls for horses. The applicant may at some point add four additional stalls, so the proposed location of that extension is shown. The applicant intends to board,raise,and train horses, with a few of the stalls for boarding horses. Lessons and shows will not be conducted on the property. When not in the barn,the horses will be in the existing paddocks, and potentially additional paddock space in the northeast corner. Manure will be properly and regularly disposed of. The barn will not be heated. Plumbing for water and a bathroom may eventually be added. The proposed barn is smaller than the previously approved barn. It is located closer to Alvah's Lane to facilitate access and reduce the size of the access drive,which will be constructed of pervious material. We would appreciate an appointment at your January 7, 2014 Committee meeting. Very trdly yo s, `r RECOnn U�n ED -A- Uig il A. Wickham AAW:csv,End /STPL 'RaT{Rlr'� DEC 2 6 2013 DEPT.OF LAND PRESERVATION 12/19/2013 16:18 6317656640 LAND PRES PAGE 01 MELISSA A.SPJRO ����SUE�a(�-C,�G OFFICE LOCATION: LAND.PRESERVATION COORDINATOR Town}tall Annex mclissit-SOITD@Iown.soulhold.ny.us 54375 State Route 25 C2 (comer or Main Rd&Youngs Avo) Telephone(631)765.5711 Southnid,Ncw York FBGSlmlle(631)76$.6640 p MAILING ADDRESS: P.O.nox)179 $oulhold,NY 11971.0959 `"�a.+artlll DEPARTMENT OF LAMP PRESERVATION TOWN OF SOUTHOI,D REQUEST FOR AGRICULTURAL STRUCTURE PLACEMENT ON LANA SUBJECT TO TOWN DEVELOPMENT RIGHTS EASEMENT 'fax Map No. x000- 102 _ 4 - 6.1 I am the owner of the property described below and an which the Town purchased a development rights/conservation easement on or about February 5, 1976 (date). Contract Vendee: Joel Itzkowitz and Isabel Meltzer Name of Owner(please.print): onna F1 Ru H—and Samantha Ruttura Narne(s)of previous owner: Clifford Batuello and Regan Batuello (If applicable) nQ Mailing Address: 36 East 2nd Street U11t�lJLL,�U LSD Riverhead, New York 11901 28 Phone Number. (631)727-6604 13 He e-mats Address www.ccliAnc.com DFPT OF I AN cc: awickliam@wbglawyers.com PRESERMT1014 Property Location: 1350 Alvah's Lane Cutchogue, New York List type,size,and use of each agricultural structure proposed: 36' x 48' barn for farming equipment storage (vine ard) and 4-12'x 12' horse stalls for raising, breeding and training. 1 to 2 owner horses; 1 to 2 boarders; 121x36' for four additional stalls. "Attach location maa (survey, tax map, or sketch plan) showing placement area of agricultural structure($), distance from property boundary lines,and any readily available information relating to your request. You may talk with the Coordinator at (631)765-5711 to dis rfs ques ions or to arrange to participate in any of the regular meetings of the Land Preservation Committe Appl' nt-. Jbe tz owi Date -• `V - l�� L IX Applicant Isabel Meltzer Date Please return the completed form with attachments to: Town of Southold-Land Preservation Department *All attachments must be signed and dated by property owner. eaa�rROPidsrn viseelui,e �.•,, ' •,.,�- �"�a'Y�., T tom u� x�t*ax a�Y. j r .«,.�... i Y! r v /i1 ... 1 � I SURVUY i 40' 1zj f o s s 16!e. +eY-�ara t6+/1 December 24,2013 Melissa A. Spiro Department of Land Preservation Town of Southold 54375 State Route 25 Southold,NY 11971 RE: 1350 Alvah's Lane, Cutchogue,NY We are the owners of the above referenced property and have contracted to sell same to Joel Itzkowitz and Isabel Meltzer. We consent to the application by Joel Itzkowitz and Isabel Meltzer,contract vendees,to your Committee for the construction of an equipment barn and horse stalls,and to their counsel,Abigail A. Wickham,Esq.,appearing in support of their application on their behalf. Donna M. Ruttura Dated Samantha Ruttura Dated Enclosure REcCOV D DEC 3 0 2013 DEPT.OF LAND PRESERVATION Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supportingfacts.acts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION O,F/ SITE AND PROPOSED ACTION �/ SCTW,l(�Z - - (, , 1- PROJECT (, ,PROJECT NAME The Application has been submitted to(check appropriate response): Town Board Planning Board Building Dept. � Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g, grant, loan, subsidy) (c) Permit, approval, license, certification: 7d Nature and extent of action: 'fid Location of action: AL—VAP `SSite acreage: g� A. Present land use: �). 15 Present zoning classification: 4L 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 4L4--" (b) Mailing address: �` _L A-� Clt�c-�uf- NL4 1�35 (c) Telephone number: Area Code a1—L�56 —,jj44�q I (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria IYes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 thXot h 21 for evaluation criteria ❑ Yes ❑ No Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III— Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No�A Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes❑ No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No�Q Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No qNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. �(Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BY V"A 41- &-J-X,4 TITLE 4&Ari F6& DATE 5-a�- }j 'I Amended on 811105 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information LLLName of Action or Project: Project Location(describe,and attach a location map): t l�t.�1 .1`5 �t..l �-z�c�v�. NU Brief Description of Proposed Action: CA C&.t�`z -L-r-7 S/.` J 4 Zit IA0 VJI"-7 4 s"u►'LQS 4 -r4 K� �-7" Z--A�A IV7AQ. 4 PiZip-4:AMk AF_CiU�-PXAFmr�� Name of Applicant or Sponsor: Telephone:" s'_z3rgs� "f—s�, , 44J_ � E-Mail: Address: `-`-' Z � &N6 L41 City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: t/ 3.a.Total acreage of the site of the proposed action? Z2. $ acres b.Total acreage to be physically disturbed? a ,S' acres c.Total acreage(project site and any contiguous properties)owned ,Z 2 Q or controlled by the applicant or project sponsor? �j acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ural(non-agriculture) ❑Industrial ❑Commercial ❑Residential(suburban) ❑Forest Nlgriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 • 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: `� 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: V 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: V 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occlir on,or are likely to be found on the project site. Check all that apply: ❑Shoreline ❑Forest ,O,gricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? Nit- 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 • • 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE l . Applicant/sponsor n e: i- -�-�— Date: T)" ��1 " I L1 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 • • MAILING ADDRESS: PLANNING BOARD MEMBERS �F SOUT P.O. Box 1179 DONALD J.WILCENSKI 0��. y0l Southold, NY 11971 Chair '` OFFICE LOCATION: . WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III 0 (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOROI�COU Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department(k Date: September 23, 2014 Re: Deferred Revenue The Site Plan Application referenced below has been accepted by the Planning Board and the funds may be processed to Planning Applications Revenue Account B2115.10. Thank you. Applicant/Project Name & Tax Map # Amount Check Info. Type Belle River Properties—Site Plan 8/29/14-#1170 Application Fee 1000-102-4-6.1 Sikorski & Kelly $500.00 CK sof PROP. 5ANITARY 5Y5 'A': PROP, SANITARY SYSTEM 'B': PROP STORM DRAINAGE GALL• %9 5ANITARY 5Y5TEM 'A' - (DEDICATED TO ANIMAL WASTE) SANITARY SYSTEM T3' - (DEDICATED TO HUMAN WASTE) VOU)ME = AREA x RAINFALL x COEFFICIENT ;`,- .':. ;_t n ;::;,: ::.: ..w ; WASH DOWN AREA I N HO TL PROP. BLDG AREA =1,128 SQ.FT. PROP.HORSE BARN 4 PORCH = 2,016 SOFT. ZONING INFORMATION: ; ..,_ +. „:.;. .,s. . ,:.;:;�?r.,.=: ln,ck conn ro(nt HORSE BARN PROP.PRK6 4 MANBIVERING AREA = 3114 5Q.FT. AGRICULTURAL GON5ERVATION 'A-G' = '-, .<<.._:.:-;;: ,,,;_r,.+,, o`F<�N o� S1T2UGTURE USE: ANIMAL BOARDING = 0.03 6PD/SF FRONT YARD SETBACK 60 MIN '==�x:`:i� . e 'te PROPOSED HORSE BARN = CAPACITY 4 STALLS _. .: LOT AREA: bOOOO SOFT. MIN. 100.2' '> .,'.', � °;'ti;• ,M. ch9r HORSE BARN = 10 GPD/STALL RAINFALL = 2"/tiR = 0.161' EXISTING: 9L- 20 4 5TALL5 X 10 GPD = 40.0 GPD REST ROOM: GOEFFIGIENT OF ROOF = ID EX15TINO: 99301.82 50.FT. (22.SIAG) PROPOSED: 100.2' d 231.1' COEFFICIENT OF GRAVEL AND A5PHALT = 1.0 PROPOSED: NO CHANGE "''`` =;`;k'`:': � 20 1 25 REQUIRED FLOW = 40.0 GPD 1,128 SOFT. D 0.04 GPD/SQ.FT. = 64.12 GPD FLOW �;;:�:.-; :. ,., ;��. Zroys zs 3 30 REQUIRED FLOW = 6g.12 GPD SIDE YARD SETBACK: 20' MIN �q 25 \ SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW STORM DRAINAGE SYSTEM No.1 LOT WIDTH• 115 FT MIN. 121.1' ":cnt�h U! ` EXISTING: fl 40.D GPD X 2 = 80.0 GPD SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW (PROP.HORSE BARN) EXISTING 602.63 FT = 69.12 GPD X 2 = 13624 GPD _ PROPOSED: 121.1' d 113.3' ``"''{ ° 4"F •� LEACHING POOL: REQUIREMENT FLOW 1 IS 2016 5.F.X O.IbI X ID = 336.61 GU.FT. PROP05ED: NO GHAN6E 'tr LEACHING POOL: REQUIREMENT = FLOW/ IS VOLUME REQUIRED = 33667 GUFT. 80 �;� q 40.0 GPD l IS = 26.66 S.F./DAY y at: "�s."No" o,� q^ 69.12 GPD / 15 = 4b.Ob 5.FJDAY USE: LOT DEPTH 250 FT MIN. 4 DM HARD SETBACK CUMULATIVE: 1 I O pr y �y \ USE THE FOLLOWING STRUCTURES FOR SAN. SYS. 'A': (1) b'm X 8' DP LEACHING POOL + 'O« % O% %r 9h; 30 EXISTING: -852.51 FT EXISTING: 623.1' x `` is �6 Q7 \ (1) 1,200 6ALLON SEPTIC TANK(8 VX4'LD) WITH USE THE FOLLOWING 5TRXTUPE-5 FOR 5AN. SYS. B: VOLUME PROVIDED = 331.x2 GU.FT. (2) b'O X b' EFF. DEPTH LEACHING POOL (300 S.FJDAY) (1) 1,200 GALLON SEPTIC TANK (b'4PX4'LD) WITH PROPOSED: NO GRANGE PROPOSED: 623.1' t 103.5' �° qs Q, I ) "MINIMUM COMMERCIAL 5Y5TEM** (2) b Q X 6 EFF. DEPTH LEAGHING POOL (300 5.Fa STORM DRAINAC-E 515TEM No 2 ¢opo w.t.rrnr! �� �`O ? 51TE , x215' s,, ** ** LIVABLE FLOOR AREA: 850 5.F. �M �:/t �� atchoL""e r,;;.: o I � � 6S� I � MINIMUM COMMERCIAL SYSTEM (PROP.PARKING AND MMIEINERING AREA) REAR YARD SETBACK: 15 MIN � o LOCATION--� +, ,• .. (S.F. PER DWELLING UNIT) }.. 114 S.F. x O.I61'x L0 = 530Ab EXISTING: 656.1' Rafts Fi> EX15TINO: N/A _ �n VOLUME REQUIRED = 530.06 GU FT. PROPOSED: 656.1 d 483.5 ,r LU LI USE: PROPOSED: N/A Iwenrrr L.X �c7 Mnrzh point /yam I CYl3 (U b'�x 13'DP LEACHING ,. POOL BUILDING ' MAX. JAN = T. HEIGHT;35 2 6 2015 VOLUME PROVIDED 549.12 Gl1.F �, o � • EXI5TING: UNKNOWN e `'1111 _ c°� i I . •IPROPOSED: i2b' ' .•. ';' _ ,. ' w . I SOUt1101d Town I :rD PlanningBoard INTER:ONNEGT DRAINAGE SY5TEM5 AS 5HOWN 4 - � xot'ond > ••4 '. ,moi;;:; - :;zti�^r O STORIES;2Y ;•;:,. : .0 . MAX. I ' �`` , 2 .Nulliludt ;r; ,5 New SuR.11cx%ire`°?'ci - 35 I croQ�i EXI STI NG: I STY EXISTING" b� o,� LINE / 5YMBOL LEGE N PROPOSED: NO CHANGE KEY t4 / 'Open Field" � -9„ D i�L I„ AP FOR WORK IN THIS AREA: PROPERTY LINE PARKING 5PACE _ NOT TO `aGALE 30 / �� SEE 'ENLARGED PLAN' - PROPOSED SANITARY, SETBACK LINE FINISHED FLOOR ELEVATION F.FL.EL. = H.C. PARKING 51GN "NO PARKING PROPOSED SITE PLAN: �� I \ 6� EXISTING TO BE (SEE DETAIL THIS SRT) ANYTIME" SIGN L b. \ C xlb.0 STORM AND DOMESTIC WELL(THIS DWG), REMOVED/RELOCATED ...................... TEST HOLE Zo z 51TUATED AT: SUFFOLK COUNTY,NEW YORK ALVAH'5 LANE GUTGHO6UE,NY � 25\ �j, I SEE 'PROPOSED LIGHTING PLAN', SEE DWG No.3 MATER W TOWN OF RIVERHEAD 51TE AREII't: �3,65 b2 sq t. (t22.b1 AC,) Q�q'o� \ / �� I SANITARY SEWER 55 o / 6 STORM DRAINAGE SD 5D qG% ^,� N �o� COVEF 4GE CALCULATIONS: EXI5TING PROP05ED o^ / \ \ r \ FENCE o-*� - 0 PUMP Ha)5E ±101 5.F. N.G. 51LT FENCE jE +E �E ;E HORSE BARN 1128 5.F. PORCH(b'DPx4b'LG,2bb 5.F) 28b S.F. EXISTING CONTOUR ^b EXI5TING \ \ti � 'Open Field" � ,\ PROPOSED CONTOUR � TOTAL B ILDING AREA: 2)11 S.F. v)` ' `°�' o�„ EXISTING GRADE xb.o LOT GON tRAGE: \,Q Q ,�� 1. -e J C i. �G PROP05ED LOCAT)oN�F Sf EXI5TIN& 0.010% (101 5F) 25 c Q• �� flmIRE STORAGE B o�,� PROPOSED GRADES xbA g'-0" b'-0" b'-0" 1 b'-0" PROP05ED: 0.221%(2,1115F) 30 �°�t��/ .0� ExISrINe coNrouR fo � \ �'�q J /30 1 ��� / BE R134ORK® \ _ m c �- 1 PROPoStD P,�INJ �o e' 1YPIGAL PARKING DETAIL ���•�-�_ 51TJ:: PLAN BASED ON ORIGINAL SURVEY V m MD MANld1VlJRIN6 \ �` ) NOT TO 5GALE -J� BY: O 1 1 � T 1. HORSE BARN STRUCTURE BY OTHERS. Xf,-IN G. EHLERS, LAND SURVEYOR, PORCH D \ \ '�' PARKING CALCULATION: SEE MORTON 13UILDINC75 FOR NY'�iI LIG No. 50202 t- yT \ \ qINFORMATION. 6 EE,4ST MAIN STREET RIVERHEAD,NY 11901 N L :EP 25 �� 5OUTHOLD CODE: b� \ / 9os� BOARDINGHOUSE REQUIREMENT: SURVEYED: JUNE 2014 'O b. .srr? •-LP b`° 1 �� TALL) IN of NEW YORK CITY m �� �' LP •iE %9�S a LONG ISLAND ADDITION TO RE5IDEAL E5T ROOM(SREQUIRFs1ENT5 TOti`''O PROVIDED BY: n/ Q �o ���, c �s 1513- 800-272-4480 811 4 CREATED BYI: LOCKWOOD, EASTERN TAND S ►►rT`�,`~ m � x 9 I SPACES(4 5TALL5) +2 SPAGE5(SINGLE BAf.TLETT, INC. F-+�"-"1 Qf'\ �.j % a ,} 6 DATED: Ob-12-15 E-"i X Z � � • � ��, � FAMILY RC-SIDE=NCE �Qc .0 �!� +' 6RAl7E TO PITGF® 8' www.dignetnycli.com SHEET No. BB-35 0 or TL 5PAGE5 REQUIRED: b 0C �Q. AWAY ` •� www.call811.com VEiF.TIGAL DATUM: MEAN SEA LEVEL OF CQ >_ Q . 111 � (for other states) TL SPACE-5 PROVIDED: 6 192 I O Z 6) \ -'- -•• By law,excavators and contractors working in the HANDICAPPED �C W,NOTE; APPLICANT/OWNER: jL CQ INCLUDES(I) APPE SPACE ���;,, e five boroughs of New York City and Nassau and - RIVER PROPERTIES,LLC, -�_� c� 9 f' ° ! t.THERE ARE NO STORM WATER DRAINS GE BELLE o .n, ; Suffolk Counties on Long Island must contact ° �y !6Y5TEM5 EXI5TING OR PROPOSED HITHIN Qs 9e DigNet, 1-800-272-4480 or 811,at least 48 hours �`� \v�� �0� �`Q [ `.O'OF ANY PROPOSED 5ANITARY but no more than 10 working days(excluding / °,- Q\�-6 ��% SYSTEMS weekends and legal holidays)priorto beginning / c Q EXISTING RJMP / UTIL POLE ESI 5 / `o Ib any mechanized digging or excavation work to Q�a�O�t`t` S� F ,01071; HOU5E TO REMAIN ' \ ensure underground lines are marked. / v r FAQ.- I THERE ARE NO POTABLE WATER WELLS WITHIN / \ Excavators and contractors can also submit �p % �i"ro 50! / Subject to / goo SJ �jA ANY EXISTING AND PROPOSED 5ANITARY 5Y ^ -1 xlb.0• locate requests online,through ITIC.If you do not I'll Development Rights 25 BSc Poo r""� Town of Southold � currently use ITIC,please call 1 800-524-7603 / S�gSCT� cnH 25 22611 Acres o� for more information. X11. S C ,4 / PARKINSNT ewe 30 �yT ,� \ / \ For safety reasons, homeowners are strongly / S%,- HANDICAPPED SPADE AND ASSOCIATED LOADING GRI r ENGINEER, r'o encouraged to call as well when planning any o A l� 5PAGE SHALL BE ASPHALT PAVED c. S� EXISTING type of di in on their property.r / digging P PedY•Homeowners �`<� BALANCE OF PARKING AND MANEIJ�,'ERING AREA ,~`�' .��' �� E W STOR , DR -._ __SYS,S, _ SHALL Y� i M � AINA,�F SY4 Nn 7 '! 25 "Open Field' • � can contact us directly at 1-800-272-4480 or by (PARKING AND MANFI1yPIZIUr ARI=A) �� TLA : ,I'T4 S.F. �,^.� � <"� !��� • BUT �i- �, calling 811,the national call before you dig b. number. For excavation work completed on USE: (1) b4pxl3' DP L.P.(502) �` personal roe / �� a / QJ on '�`�1�Y ti SAN. YIELD GALG5: / r. 20 h 0 `I responsibility--NOT the homeowner's-to owner's-o contact %9, .�� * „`>( LU GROUNDWATER MANAGEMENT ZONE: IV � ' PROP. LIMIT OF D15TURBAI �' 1 _ ALLOWABLE FLOW FOR SITE _ (200-GPD/ACRE w x»a�� �j DigNet. Having utility lines marked prior to - L�t,� J 1 / \ (APPROX.21610 S.F.(0.50 AC) 300 S 60, I digging is free of charge. ' / b. • SILT FENCE BARRIER _ ALLOWABLE FLOW (DENSITY). BASED ON ADJUSTED LOT AREA: • b. :::'sn�;;a'm;.'.......: (5EE DETAIL D �a Q e 4.:: ,:i..,::: WG No Tr' I s 'o 'DPB4'............. 51TE AREA = i22.b1 AC. (±9g3,651.b2 S.F) :::,,.•• x15.5' . Mon. rid. DRAINAGE INLET PROTECTION LAND AREA W/CROPS = t1.9b AG.0341,651 5.FJ g� `�, � ��� ti� ti \ � s• / �L A 'Ij (TVP OF 2,SEE DETAIL ON DWG Not) 2�.rJ :r.;,:rATE :.:........ ..... / / ''•; �'r., . _ ' , ;� 6 ��' �� 0 / ,'y / �6........ ...o .SYS ,A,: JEFFREY T. BUTLER, P.E. • ADJ)STED LOT ARF = SITE AREA - LAND AREA W/ GROPS»--••�.......,._..-, nY �O � � �'O �% �% �E:� {�j •��� l ,� 3. q� / _ ''"�`o "FROP05ED SYSTEM TO E3E UTILIZED FOR ±14.63 AG (±b4b,006.82 5.FJ = "`�` 6 / O'' ER Q Dc / �� FROP0 `: a:'':: ANIMAL BOARDING,MIN G�'•)MMERCIAL SYS- Q -, ,. :.' . 1y ti 5T0RM DRAINME SYS_ No cy ,._+<+. , �•-t' c LO O\ Dc ° I - 1200 GAL SEPTIC TANK(b'�X4'LD) -a ±2261 AG (±993,65182 S.F) - 11.98 AG(1341,651 SFJ .ry� 1=E.iP��'"�=x:tl.v f;+ :,.,;., i \ \25 �''00`� coo p`4• LY c°\ \ (HORSE BARN AND P ROOF) }' • . , ADJUSTED LOT AREA = ±14.83 AG. ---q49 �..,, , .�,_,,�,,, �4 \k .\('I- �0 \N�EP '''''/ 2 - 8 DIA. x 6 EFF. [:EPTH LEACHING POOLS w/ 0 USE: (I) b�xb OP L.P. (501) I t'� . ----- •-__ �.�!; �.,�,„ � 0� o %: o� � .� \"o r SOBS EXPANSION F.FL.EL. I I NOTE: FUTURE EXPAN51ON POOLS MUST BE THE SAME 51ZE ~ -600-GPD/OGRE x 114.83 OGRES =--b,�tb,0-GPD ALLOWED "�j�-�20 `����C��a� � •�� ��St �25� ��0 / Ii0R5E BARN AND �.l'•I � I LP(o ', ' AND DEPTH AS POOLS APPROVED FOR SYSTEM e 21.5 r (J a 0 �, BARN AREA = 1,128 SOFT. o 20 MIN ' TEST HOLE LOCATION }- 0 EXISTING FLOW = O.0 GPD. ' X� C> '� PORCH AREA = 286 SOFT. 18' 0 T o j THERE IS NO DEFINED ° 4 PROP05FD HORSE STALLS, TOTAL PROPOSED SITE SANITARY FLOW (DENSITY): 1tr b �° ,� A b C W LP _1 Z _ Lel PROP. 51TE SANITARY FLOW = SYS. 'A' + SYS. 'B' BUILDING AREA STATED IN ,� Aj REST ROOM BATH t pyo' % .� ILP I GRAD]. HA E -� ti o, o ITH1 0 5 C,5 TE I Q THE DEVELOPMENT RIGHTS °� i 11-1 O }- 109.12 GPD = 40.0 GPD t 69.12 GPD �' ' o p O � HORSE WASH DOWN AREA e�� '� ^r%y _ PROPOSED SITE SANITARY FLOW = 109.12 GPD DOCUMENT �6 ( s8 / ST ILP' o `EP �/ W fU } . . I Z m 00OFFSET '�' tY a �`� I FROM PROP.LINE J� / N j < I�- � �r° Qy � �� �.aED SANITARY SYS �: Q t,�- °ti•. ,yp � +. 1221 < **PROPOSED SYSTEM TO BE UTILIZED FOR HUHU\N WASTE I x275 � MIN COMMERCIAL SYS- � LI Suftbl�County Lejlartn7t'nt of T ealzld service; c����yoc 0� "/ F�OMp r ' I - 1200 GAL SEPTIC TANK(8'OX4'LD) O Z O ApgrrA-0 for Construction-Other Than Single Family °c�`C,c�,c°� �Gj PROPOSED 14 HATER SERVICE R°,o , - LU < Z d- 2 - 8 DIA. x b EFF. DEPTH LEACHING POOLS w/ v w o LINE,Sly INSTALLATION INF > J p TEST HOLE � / 50% EXPANSION � � 7 Ci O -I�I-C�dO I Gt BY: I'tDONALD GEOSGIENGE c`°e���A \ Reference l�o. S T�esif;ri Flow a Cr `� / \0`� REpJIR6 BdTS ON DW No 2 NOTE: FUTURE EXPANSION POOLS MUST�BE 'i51 E O L2 S m NBOX 1000 50UTHOLD,N.Y11911 `( Z DEPTH A5 POOLS APPROVED FOR SYSM \ Z V� = F- IL L-� 631-165-36TI LU LL- 0 Lse(s) C� �_�-��1 w�----a-s --���------ S 1 TE PLAN .� � � < �These plans plans bavc� ,:r�zuamwed for)venal conformance with Suff'oll; i 0 21.0 JULY I6,2014 . EXISTING CONCRETE PUMP u" � �• � lJl O I Count De ..artmerl. cf Hualtb Services standards, relating to coater GRADE�21.0' � ' HOUSE TO REMAIN(FOR / � y`�\-\' W -I 1` Y P supply aII�i s ;':' )�JSAl. l:L'eriardleS3 Of uny wnissions, GROUND LEVEL 0' / MIXED SAND t LOAM IRRIGATION PURPOSES) OMS \5�\ [Q Q O o incor,sistencies or 1a 1, os' eLn.tail constractio d i3 required to be in 10 O 100 200 300 40o I ��� �s% OFF� �� attached permit condi and ajJj�licable EL.20 05'BELOW GRADE GRAPHIC, SCALE accordance rvitll the r I" = loo-o" / C0 �r�, / \g0' OPOC,ED Z Z LU standards,unless spccifically waived by the:Dcpar ,it.'iliis approval I ` , ` Q CD the ,� , ,) renewed. BROWN AND PALE NOTES: \ 3 SES F�~\ 1 / ~ eypires 3 ears frond tale approval date, t.r.,w�.: e . ._eed or rene ped. BROWN FINE TO I. ELEVATIONS ARE REFERENCED TO FIVE EA5TERN TOWN5 TOPOGRAPHICAL MAP z 0� Q �' J�Q \ X50 -7 MEDIUM SAND FJCISTING ELEVATIONS ARE SHOWN Tl-NUS: 25.Q v l fb � l5l'J EX15TIN5 CONTOUR LINES ARE 5HOWN THUS: - 25s�j, \ /r `approval Date i=li:iv; .'. Lf r EL.bb I . •6� SEE DETAIL ON DWG NoQ, ' 4 4'BELOW GRADE � , 1175 FAO SEE INSTALLATION REQ � ON DWG No.3 I MEDIUM ( ) f WATER IN PALE i BROI^N FINE TO �O �'�/, EiXISTIN SAND SP L UTIL POLE 17.0'BELOW GRADE \� -• NOTE: PARTIAL 51 TE PROVIDE I WA VICE TO PROP.HORSE ' C �" w,,;.a.... t , ;.. -'L•"s:.;��• 6FDl1NDWAT82EN000NTERED TER�.�I--..R BARN K' � PLAN " ( COPPER SGDHS APPROVAL ARE,4:-- �- -"'��- - " ` - 14.4'Baa+suRFACE PROPOSED SANITARY SYS STORM WATER SYS AND DOMESTIC WF_LL �I�)• � 1560%PRIVATE WATER 5Y5TEM5'(5HT 4). 5GALE: I" = 40'-O" ANY AND ALL H05E 1:011365 TO HAVE GHEGK VALVES. THESE DRAWINGS AND AGGOMPANYING 5PECIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXGLL151VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRIGTED TO THE ORIGINAL 517E FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITEGT. VISUAL CONTACT WITH THEM SHALLO 4 CONSTITUTE PRIMA FACIE EVID(aIGE OF ACCEPTANCE OF THESE RE5TRIGTION5. PROP. 5ANITARY 5Y5 'A': PROP. 5ANITARY 515TEM 'B': PROP. 5TORM DRAINAGE GALL: 10. SANITARY SYSTEM 13 (DEDIGATED TO HUMAN WASTE) VOLUME = ARFJ1 X RAINFALL X COEFFICIENT ZONING INFORMATION: iQ 5ANITARY SYSTEM A - (DEDICATED TO ANIMAL WASTE) PROP. HORSE BARN 4 PORCH = 2,016 50.FT. WA5H DOWN AREA IN HORSE BARN TL PROP. BLDG AREA =1,728 SOFT. _ AGRICULTURAL GON5ERVATION A-G: FRONT YARD 5ETBAGK;60 MIN - . .,`_-? PROP.PRK6 4 MANEUVERING AREA - 3,114 SQ.FT. n:a::a.;• STRUCTURE USE: ANIMAL BOARDING = 0.03 GPD/SF _ • _ LOT AREA: 80,000 50.FT. MIN. EXI5TING: 1002' J R' 'Penh PROPOSED HORSE BARN = CAPACITY 4 STALLS RAINFALL = 2/HR. = 0.161 COEFFICIENT OF ROOF = 1.0 EXISTING: 983,651.82 5Q.FT. (22.81AG) PROPO5ED: 100.2' 4 231.1' HORSE BARN = 10 GPD/5TALL ;,,..,,; ,;,z ,_.2. t �s 9i9e 20 4 STALLS X 10 6PD = 40.0 GPD REST ROOM: GOEFFIGIBIT OF GRAVEL AND ASPHALT = I.O boys 20 1 25 1,126 SQ.FT. 0.04 GPD/SQ.FT. = 69.12 GPD FLOW PROPOSED: NO CHANGE i „ " :- zs REQUIRED FLOW = 40A GPD REQUIRED FLOW = bg.12 GPD 51M YARD 5ET8AGK: 20' MIN e.=:cn:0 30 1 STORM DRAINAGE SYSTEM No.l LOT WIDTH• 115 FT MIN. EXI5TING: 121.1' _ lQ� 3 25 \ I SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW EXI5TING: 602.63 FT = r °e T4ti Q17o \ � ) \ 40.0 GPD X 2 = 80.0 6PD 69.12 GPD X 2 = 13b.24 6PD 2�•�XO BARN) PROPOSED: 121.1 4 113 1�1 `S LEACHING POOL: REQUIREMENT = FLOW / 15 LEACHING POOL: REQUIREMENT = FLOW/ 15 VOLUME REQUIRED 10 --�3�.6FG1.FT. PROPOSED: NO CHANGE ��L�ys `}"` Ues''"•' 4 ,� 8• ,�. ''i \ 40.0 GPD / 15 = 26.66 5.FJDAY SIDE YARD SETBACK CUMULATIVE: - �� 69.12 6P0 / 15 = 46.08 5.FJDAY USE: LOT DEPTH;250 FT MIN. 45' MIN00 USE THE FOLLOWING STRUCTURES FOR SAN. 5Y5. 'A': I (1) &0 X 8' DP LEAGHIN6 POOL EXI5TIN6: X52.51 FT EXI5TING: 623.1' 30 I L15E THE FOLLOWING 5TRZTURES FOR SAN. SYS. 'B: VOLUME PROVIDED = 331.92 CU.FT. (I) 1,200 GALLON SEPTIC TANK(8 OX4 LD) WITH PROPOSED: NO CHANGE PROP05ED: 623.1' 4 103.5' cY) I i9 q� (2) b'(P X b' EFF. DEPTH LEACHING POOL (300 5.FJDAY) (1) 1,200 GALLON SEPTIC TANK (b'�X4'LD) WITH (2) b'0 X O EFF. DEPTH LEACHING POOL (300 5.FJ STORM DRAINAGE SYSTEM No.2 0 tiF `a ,.• b ;fir, �j sf �o►' ``?� 9 SITE ca:�n. q 1 ) *"MINIMUM COMMERCIAL SYSTEM** LIVABLE FLOOR AREA: 850 S.F. I eM` Qs "e **MINIMUM COMMERCIAL SYSTEM*" (PROP.PARKING AND MANEUVERING AREA) REAR YARD SETBACK: 15 MIN t 'oo LOGATIO .,-.F f- - x215' s, 6 (S.F. PER DWELLING UNIT) EXISTING: 656.1' 1 r..aN•c 3,114'5:17. x O.IbI x I.0 = 530.06 Tk.:_=:•-. r EXISTING: WA o = PROPOSED: 656.1' 4 483.5' l y° } N 9 VOLUME REQUIRED 530.06 GUFT. :-: W PROP05ED: N/A ,, Woll r!=Lah M"nn rom:;• L USE: LEAGHIN6 POOL BUILDING HEIGHT;35' MAX. � u� VOLUME PROVIDED = 549.12 CU.FT. ,,<; d EXISTING: UNKNOWN *; '';f'^F I / O PROPOSED: ±26 _ `r "arra:•oka Pen f.'.'•.:' In 5TORIE5•?Y2 MAX. 11.=:l=uck r ? Ncw Sufrallc- ` OC C� C� N 1� C EXISTING: I STY �' Kano na la in 35 I / F,' 'e PROP05ED: NO CHANGE KEY MAP EXI5TING b� Q�'o� NOT TO SCALE / 'Open Field' �. � S �re9 FOR WORK IN THIS AREA: _ www.dignetnycli.com LINE / SYMBOL LEGEND ' SEE ENLARGED PLAN' - PROPOSED SANITARY, PROP05ED 51TE PLAN: ,� Of NEW YORK CITY °r PROPERTY LINE 51TUATED AT: SUFFOLK COUNTY,NI30I YORK 30��,�jQ •' ,,� I \ 6�0•, xib.o STORM AND DOMESTIC WELL (THIS DWG), dr LONG ISLAND www.call811.com ALVAHS LANE GUTGH06UE,NY S.G.TM. 600-81-01-205 (for other states) 5ETBAGK LINE l 25\ /� \ SEE 'PROPOSED LIGHTING PLAN', SEE DWG No.3 TOWN OF 50UTHOLD 51TE AREA: ±993,651 b2 Sgft.(±22.b1 ACJ �• \ EXISTING TO BE 00-272-4480 811 REMOVED/RELOCATED GOVFRAGE CALCaULATION5 EXISTING PROP A� \ �`�6 l WATER PUMP HOUSE ±101 S.F. N.G. 9G//o�i`o '� . 011 SANITARY SEWER 55 HORSE BARN 1128 S.F. It �,h / \ 8 Bylaw,excavators and contractors working in the For safety reasons, homeowners are strongly PORCH(b DPx4b LG,288 5.F) 288 5.F. osic�e^� ( five boroughs of New York City and Nassau and encouraged to call as well when planning any STORM DRAINAGE SD SD or �� k��y Suffolk Countries on Long Island must contact type of digging on their property.Homeowners FSE TOTAL A':i!LDING AREA: 2,111 S.F. ` \ \�. DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by ^b0 EXI5TING Zo but no mord than 10 working days(excluding calling 811,the national call before you dig SILT FENCE �e �E �E LOT COVERAGE: �'0 'Open Field' \ 9 weekends and legal holidays)prior to beginning number. For excavation work completed on \ po an mech2niiz'ed digging or excavation work to personalproperty, it is the contractor's EXISTING CONTOUR ` 6 EXISTING: O.OIOSK(101 517) �,�. I I Y 99 9 P ' PROPOSED: 0.221%(2,111517) �G Q �� .�'�(i rROP05ED LOCATION�F \ \ f \� C, ensure underground lines are marked. responsibility-NOT the homeowner's-to contact PROP05ED CONTOUR Excavators and contractors can also submit DigNet. Having utility lines marked prior to 25 locate requests online,through ITIC.If you do not digging is free of charge. EXISTING GRADE x6.0 • OCA 1 \ 4i� 4 9 Y 99 9 9 30 � k, • EXISTING CONTOUR 0 �� 9'l currently use ITIC, please call 1-800-524-7603 � m BE /RBiORKED \ \ ;. ( Q�e for more information. PROPOSED GRADES x6A 51TE PLAN BASED ON ORIGINAL SURVEY � � m --� \ / �� '�kti/• PROP05M PARKING � lob 7 � NOTE• BY: F-+^ d) I. HORSE BARN 5TRUCTURE BY OTHERS. JOHN G. EHLERS LAND SURVEYOR, •.3- AND MANEUVERING FINISHED FLOOR ELEVATION F.FL.EL. = T' 1 HORSE BARN SEE MORTON BUILDINGS FOR NYS LIG No. 50202 N PORCH p \ ib /eq TEST HOLE INFORMATION. b EAST MAIN STREET RIVERHEAD,NY IIgOI T- A \ \ y� SURVEYED: JUNE 2014 25 9Gs� LY m • O , b. sr" � �'0 ,�� � \ � �'� TOPO PROVIDED BY: �/ O / ��I ,STra •F �9 TOPOGRAPHIC MAP - FIVE EASTERN TOWNS � m X h A LP \ �� q CREATED BY. LOCKWOOD,KE55LER AND lob s 1*151? BARTLETT, INC. W < SHEET No. BB-35 O r° ``RG, \� '��j$ 6 �9 DATED: 08-12-15 E-'I X Z VERTICAL DATUM: MEAN SEA LEVEL OF O o t7 �,/yy OQ MAY ADEFT�OOM PITCHED \ \ l 1929 O US US �O' BUILDING FOUND ON�" \ \ � \ \ \ \ APPLICANT/OWNER: (L W \\ BELLE RIVER PROPERTIES,LLC tS� \ \ NOTE: \ � :HERE ARE NO STORM WATER DRAINAGE � � O \\ SYSTEMS EXI5TING OR PROPOSED WITHIN N 5� e �0 � / 'O'OF ANY PROPOSED SANITARY \��, • SEE 5HT 2 {� \ / \ i� / 0��O\ �y �i,��,�q��, SYSTEMS EXI5TING ,r ac`du Q P10�, / \ 0 S UTIL POLE \ EXISTI� J cook' xlb / "C �� F THERE ARE NO POTABLE WATER WELLS WITHIN 50'OF ��' / �� iS� !vyY EXISTING AND PROPOSED 5ANITARY 5Y � 1 \ HOUSE TO REMAIN / \ Sub ct to '� ^ W / \ Development Rights xlb.0, 25 l ooS�S�T TooA`/� H� I Town of Southold 25 22.b11 Acres 30 xll. ('i li PROPOSED PARKING/ ,� �< e '� EXISrINGpr / / STORM DRAINAGE 515. No.2 �� O 'Open Field' (PARKING AND MANEUVERING AREA) ` / 25 � �'D PARKING AND MANEUVERING AREA ���� USE: (I) b(Vxl3' DP L.P. (SO2) - J �C/ SHALL BE GRAVEL ; U, �,i :+ •C/ b• \F` / / TL AREA: 3,114 S.F. SAN. YIELD GALLS: 20 �� , 'A ; ,'�' / GROUNDWATER MANAGEMENT ZONE IV ' �o.�j .�'• PROP,LIMIT OF DISTURBANCE �0 / / F`' g /-o \ SILT FENCE BARRIER N A\ \ ALLOWABLE FLOW FOR 51TE = 600 GPD/AGRE \�C/ / (APPROX.21610 S.F.(OSO AG) -- / ALLOWABLE FLOW(DENSITY) BASED ON ADJUSTED LOT AREA: C / / (SEE DETAIL,DWG Not) 51TE AREA = ±22.81 AG. (±893,651.82 5.F) C�� x153' / �� Tnanqle I `�� jDRAINA6E INLET PROTECTION 215 a'l Mon. no. LAND AREA W/CROPS = ±1.8b AC.0341,651 SFJ �/�i / ��� �� ���• / �iR, N,JJ ��4j (Tl'P OF 2,SEE DETAIL ON DWG Not) :::: / • 6RATE::.....�' 0 *PROPOSED 5ANITARY SYS W: JEFFREY T. BUTLER, P.E. 6���• �� �00• ��. j �% \ /�, •Q O I "a.... / �b• PROP05ED SYSTEM TO BE UTILIZED FOR ADJUSTED LOT AREA = SITE AREA - LAND AREA W/CROPS O / 8, �� b " ...•::: ANIMAL BOARDING,MIN COMMERCIAL 5Y5 Q ±1483 AG(±646;006 82 S.FJ = 6�? %St,, 01y / s pq7 otic ?rye I STORM OMNAGE SYS, Nal I - 1200 GAL SEPTIC TANK(bVX41LD) O - ± 98 AG(±34-1,651 5.17 1y \ c / �jb O\ ��� (HORSE BARN AND PORCH ROOF) EP / 2 - 8' DIA. x b' EFF. DEPTH LEACHING POOLS w/ 25 o o�ti �� USE: (1) b(Px8 DP L.P. (5DI) SOSK EXPANSION ±22.81 AG (±gg3,b51b2 5.F) 1. J °F _V T CD O� / F.FL.EL. I •-' NOTE: FUTURE EXPANSION POOLS MUST BE THE SAME SIZE ADJUSTED LOT AREA = ±14.83 AG. ���a�c �� a ��a b00 6PD/ACRE x ±14.83 ACRES = &,898.0 6PD ALLOWED �! 20 y� o��� �F, ��j OV' �� `25- `O •, I I , B 21.5 20'MIN ' AND DEPTH AS POOLS APPROVED FOR SYSTEM O BARN AREA = 1,128 50 FT TEST HOLE LOCATION EXISTING FLOW = 0.0 G.P.D. 'sx �/ �O �� � � PORCH AREA = 288 5Q.FT. a.I °I .A= ° G' \ LP z _ ILl • Eli 4 PROPOSED HORSE STALLS, '� TOTAL PROPOSED 5171= SANITARY FLOW (DENSITY)= � 15 NO DEFINED & �o MA�� �' I �R REST ROOM, BATH 4 �;o' p' �, ILP NorE: b �NGE BUILDING AREA STATED IN 0 �• Y o, o__ ITHIN.20 AL SEPTIC 51� TE PROP.51TE SANITARY FLOW = SYS. 'A' + 5Y5. 13' �o / O HORSE WASH DOWN AREA 'yi - - - \ - • • W � z CD } 109.12 GPD = 40.0 GPD + 69.12 6PO THE DEVELOPMENT RIGHTS �a o`�' O O � ti - PROPOSED 517E SANITARY FLOW = 109.12 GPD DOCUMENT �c� S�M1 ST o1LP EP O N O oc�F �� l C) 100'OFFSET (� �1 W l� I- < [L �acc�°'6�. FROM PROP.LINE J - ,, . . / N tL 1-- Q✓_ (L o �coc� rr° O O Q (� < \,Q ���� `� �-PROPOSM 5ANITARY 5Y5 'B'= I O ( oA• rn �4 *"PROPOSED SYSTEM TO BE UTILIZED FOR HUMAN WASTE, Q D-- W - /� / Ory 75 \ MIN COMMERGIAL 5Y5** O z O x215 J� ti 00 / FROM'o��Fr ' I - 1200 GAL SEPTIC TANK(8'�AX4'LD) W z I oc�� �oc PROPOSED 1•0 WATER SERVICE mop 2 - 8 DIA. x b EFF. DEPTH LEACHING POOLS w/ v w J oc �c�co �l� LINE,SEE INSTALLATION X \ Q Y, Q 0 \ �0 REGOR -1ENTS ON DWG No.2 Cl N NOTE: F RE EIXPANSION POOLS MUST BE 5 SIDE ~ E U) 7- O O TE5T HOLE o . / IL BY: McDONALD CEO5GIENCE ��oo /� � /\ / I DEPTH A5 POOLS APPROVED FOR SYSTEM z LLJ = ~ U_ Q lT BOX 1000 SOUTHOLD,N.Y. 11911 O�'�� O� 631-1b5-3611 ��\ I T PLAN Q� / EXI5TING CONCRETE PUMP 0 \ > O I DATE: JULY Ib,2014 - GRADE 121.0' 1 HOUSE TO REMAIN(FOR 1- LEVEL 0' IRRIGATION PURPOSES) / E�\h�\ �� < O Q MIXED GROUND SAND 4 LOAM 100 50 0 100 200 300 400 / I �.��` is `OF���SROM ALL / \ z EL.203' 03'BELOW GRADE GRAPHIC, SCALE I" = IOD'-O'I �O OPOyEO Q I Z�\ � �•�FROM � 1/ \ � Z � NOTES• < O BROWN AND PALE I. ELEVATION5 ARE REFERENCED TO FIVE EASTERN TOWNS TOPOGP.APHIGAL MAP �e� \ \50'O� / \ BROWN FINE TO MEDIUM SAND EXI5TIN6 ELEVATIONS ARE 5HOWN THUS: 25.0 (5P) EXI5TING CONTOUR LINES ARE 5HOWN THUS: 25 7 I(rn 6 � �7'Q¢ SEE DETAIL ON DWG No.2,SEE I I - EL.6b' 14.4'BELOW GRADE `�'' ` ON DWG No3 INSTALLATION REGMTS 1 P A O E_;__ - .--I WATER IN PALE 016 1 E�XISTIN _ BROWN FINE TO 0 < MEDIUM SAND(5P) UTIL POLE i NOTE: o EL.4.0' I1.0'BELOW GRADE /�\� PARTIAL 51 TE PLAN - PROVIDE Is WATER SERVICE TO PROP.HORSE BARN('K'COPPER o GR��vwATER� PROP05ED 5ANITARY SYS, STORM WATER 5Y5 AND DOMESTI G WELL TUBING). 5� PRIVATE WATER SYSTEMS'(5HT 4). `L_ 5GDH5 APPROVAL AREA: 14.4'BELOW SURFACE SCALE: I" = 40'-0" ANY AND ALL H05E BIBB5 TO HAVE CHECK VALVES. LU C/3 i THESE DRAWINGS AND AGGOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITEGT. VISUAL CONTACT WITH THEM SHALL GON5TITUTE PRIMA THESE RESTRICTIONS FACIE EVIDENCE OF ACCEPTANCE OF O f-- . INSTALLATION REQUIREMENTS FOR: 36'MIN.LEN6TH FENCE WOVEN WIRE FENCE(MIN. SERVICE LINE FROM Screen Vented Well Cap 2X4" WOOD FRAME POSTS DRIVEN MIN.16' 14 1/2 GAU6E IN MAX.b' with Sanitary Seal SEE DRAWING No.3 FOR INTO GROUND. MESH 5PAGIN6) Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF _ PROPOSED PRIVATE WELL Sloped Away From Well 15' HEATH SERVICES-PRIVATE WATER Electrical Line STAKE lo'M G• To G. (TAKEN FROM SUFFOLK COUNTY WATER MTHORITY,APPENDIX 3) Minimum In All Directions Water Line j _� 'J • -- SYSTEM STANDARDS INSTALLATION OF 5ERVIGE5 FABRIC---� INSTALL PIPING ON THE PROPERTY,41/2 FEET DEEP FROM THE BUILDING TO THE PROP05ED WLL A MINIMUM I' cv Concrete Slab 2' Min Submersible SERVICE LINE 15 REQUIRED. _ - In All Dlrectlo% pump z I. LEAVE A I'R15ER ABOVE THE 6RCxUND LEVEL AT THE WELL LOCATION WITH THE END CRIMPED. d' NATURAL GRADE A _-111= _ ' L4 HEI61#T OF 2. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. EL. +19.0' u MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING TO THE END OF YOUR PIPE AT I I= =�� I I I o FILTER THE PROPOSED WELL. \\\\ \\/\ T.O.WATER TABLE 6 EL.6.6' �1_��I-III ' .r�/ r� � i, y y = I6'MIN 3. THE END OF THE PIPE AT THE HELL SHOULD BE 10 FEET AWAY FROM ANY 055TRXTION SUCH AS TREES,UTILITY \ \ W 1111 _z S �� \/� \r\/�/r\, (HIGHEST RECORDED GROUND WATER) v POLES,DRAINA6E 5TRUGTURE5,AND SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE POINT OF / Q ° �Q�'O '� y vO y �. y ENTRY INTO THE BUILDING. ��' Excavation And Excavation And \\ eee 4. A VALVE MUST BE INSTALLED WERE THE PIPE FIRST ENTER5 THE BUILDING. o�� Compacted Earthf� Compacted Earthfill--� DROP INLET BURIIED FABRICPEP,SPEGTIVE VIEW 5. ALL OTHER UNDERGROUND UTILITI�MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERVICE. s _ - _ WITH GATE 5PECIFICAT10145 Electrical Line Frost Line O z_ FRAME 36"MIN.FENCE P05T-� I. TYPE'K"SOFT COPPER TUBING,MINIMUM SIZE V IN51DE DIAMETER 4" PVC Casing- LU 2. CUSTOMERS VALVE: - �� S WOVEN WIRE FENCE(MIN.14 1/2 GAUGE W/ N A VALVE MUST BE IN5TALLED HHERE THE PIPE FIRST ENTERS THE BUILDING. p 3. PLASTIC PIPE 5PEGIFICATIONS: Pitless da ter V 33 �'- IITff MAX.b MESH SPACING)WITH FILTER CLOTH 1=LOW A.PIPE MANUFACTURED AND DE51ONED FOR U5E IN POTABLE WATER SYSTEMS GAN BE INSTALLED FROM THE p O z BUILDING TO WITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE PROPERTY LINE MUST BE'K"SOFT isc are z ----�_ COPPER TUBING. T.O. WELL 5GREEN e UNDI5TURBED GROUND B.PIPE SHOULD BE CLA551FIED To WITHSTAND WORKING PRE55URE OF 200 P6.1.(WITH RN5TIN6 PRESSURE /��\��\r�\�� /N N R . -38.0' GATHER EXGE55 RATED AT LEAST TWICE THE WORKING PRESSURE) " _ AT GORNER5� I I I I I COMPACTED 501E G.PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE.(BRASS I.E. B EL. 14.5 (t) 1"0 WATER SERVICE LINE z GOUPL1N65 ARE REQUIRED) `" U5E: 1"4) 160 P51 POLY PIPING _ Packer EMBED FILTER GLOTH ` A MIN.OF b" IN GROUND. 4" D.TWENTY(20')FEET OF COPPER 15 REQUIRED FROM IN51DE THE BUILDING TO THE START OF THE PLASTIC,PIPE. t N - GONSTRUGTI ON SPEC I I GTI ONS sEGT1oN VIEW a- Expansive Hydraulic SERVICE LINE IN5PEGTION PROGEDURES. Cement Grout Or U Screen I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE Bentonite Based GroutU-1 _ I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.. BURLAP MAY BE USED FOR SHORT MINE%DAY ADVANCED NOTICE 15 REQUIRED) = - TERM APPLIGATION5. 2. SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. II Minimum Diameter Drill Hole _ 2.GUT FABRIC,FROM A GONTINUOU5 ROLL TO ELIMINATE JOINTS. IF JOINT5 ARE NEEDED GONSTRUGTI ON SPED I F I GATI ONS 43.. [ IW2PEGTIONN11H SENECESSARY,DO A$25.00 FEE MUST BE PAID PRIOR TO THE REINSPEGTION. f See Note 5 B.O. WELL® EL. -41.0' THEY WILL BE OVERLAPPED TO THE NEXT STAKE. LEAVE THE T BACKFILL THETRE UNTIL OUR INSPECTOR AS APPROVED THE 5E�ICE - I.WOVEN WIRE FENCE TO BE FASTENED 5EGURELY TO FENCE POSTS WITH WIRE TIES LINE. EWater Line 3.STAKE MATERIALS WILL BE 5TANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR U"TYPE OR HARDWOOD. 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE WILL BE PAINTED BLUE.IF SERVICE IN5PEGT10N From Pum MINIMUM LENGTH OF 3 FEET. FA1L.5,THE END OF THE SERVICE WILL BE PAINTED RED. p 4.5PAGE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE b, PLEASE 00 NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR IN5PEGTION FAILS. USE: INGHE5 DEEP.5PAN5 6REATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID 5EGTION. 1. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETC)SHALL 13E BURIED IN THE HATER SERVICE TRENCH.MESH OPENING. TYPICAL WELLHEAD 4"PVC TEST WELL,70 FT DEEP, 1 HP, FENCE SHALL BE WOVEN WIRE,121/2 GTYPICAL WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. GAUGE,6 MAXIMUM 3.WHEN TWO 5ECTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NOTICE: IF IN5TALLIN6 SEPARATE HOT WATER HEATER5,5EPARATE EXPAN151ON TANKS SHOULD BE INSTALLED. 20 GPM FRANKLIN ELECTRIC 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM 1BELOW GROUND AND BACKFILLED. IT LAPPED BY 51X INCHES AND FOLDED. FILTER GLOTH SHALL BE EITHER FILTER X, Not To Scale SUBMERSIBLE PUMP,STATIC LEVEL @ 24' WATER SHALL BE 5EGURELY FA5TENED TO THE 5TAKE5 AND FRAME. MIRAFI IOOX,5TABILINKA TI40N,OR APPROVED EQUIVALENT. L 6.A 2" x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR OVER FLOW STABILITY.MAXIMUM DRAINAGE AREA I ACRE 4.PREFABUNITS TS SHALL BE 6EOFA5,ENVIROFENGE,OR APPROVED EQUIVALENT. Not To Scale 5.MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN 'BUL6E5"DEVELOP IN THE SILT FENCE. NOte,5: FILTER FABRIC I. Water well and pump installation shall comply with all applicable local and state U.S.DEPARTMENT OF AGRICULTURE U.5,DEPARTMENT OF A6RIGULTURE regulations. NATURAL RE50LRGE-5 CONSERVATION SERVICE DROP INLET NATURAL RESOURCES CON5ERVATION SERVICE SILT 2. Excavations and all other work shall conform to 05HA regulations. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONFENCE 3. Electrical wiring must comply with local codes and manufacturer's requirements. V m NEW YORK STATE 50IL t WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE 501L f WATER CONSERVATION COMMITTEE 4. Pitle55 Adapter and waterline may be installed above the frost line only when the well a O 15 used seasonally. PROVIDE: WATERT16HL IN5ECT-PROOF ADJUSTABLE AND LO(KIN6 CAST IRON 5. When on oversized drill hole is constructed for the installation of the casing, the FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPICAL) diameter of the drill hole shall be a minimum of 3 inches greater than the outer W N SEPARATION DISTANCE REQUIREMENTS FOR diameter of the casing or coupling,whichever 15 greater. a V_ r MAINTAIN 5Ai MAX SLOPE FROM EDGE OF 5TORMWATER LEACHING 5TRUCTURE5 AND PROPOSED 6. G051ng diameter shall be sized so that the uphole velocity Is less than 5 ft/sec. BUILDIN6 SANITARY SYSTEM OUT 20 IN EACH DIRECTION PIPING (OTHER THAN RESIDENTIAU:- 1. Minimum casing strength Shall be determined a5 described 1n IL Practice Standard 642, O HORIZONTAL SEPARATION 0I5TANGE5 FOR 5TORM DRAINA6E Water Hell. }- b'THK TRAFFIC BEARING SLABS hYP) W m X LEACHINI6 POOLS: ' 8. The Screen shall be sized to permit water entrance at no greater than 07 ft/sec. LKLI X PROPERTY LINE= 10'MINIMUM FIN.FL. 6RADE G.I.COVER G.I.DOVER G.I.COVER 9. Pump intake shall not be placed inside well Screen. DUILDIW75 WITH CELLAR= IO MINIMUM �+ 213' 215' N 215' �- 13UILDIN65 ON SLAB= l0'MINIMUM www.dignetnycii.com •ELEV.215 10. An airline shall be installed where the water level Iles more than 250 feet below the X Z of NEW YORK CITY oround surface. This airline can be compose of Copper, of eth gene or o vaniz�d HATER SERVICE LIWAATERAL5/MAI%-- 10 MINIMUM T.O.r0.SLAB• 9 PP p y y 9 O www.call811.com 20'MIN tubin and shall have a Presto valve Installed to allow the connection of an air UNDERGROUND UTILITIES=5 MINIMUM El LONG ISLAND 4'0 SDR 3s PVC,aY'/L.F. _ _ _ EL.20.01 - - I----I D.SLAB 0 EL. 19b6' g 1� � O SANITARY SEPTIC TANK=20'MINIMUM (for other states) -_ -_ _ compre55or. Airline must be airtight and its exact length must be documented. < l.() SANITARY LEACHING POOL=20'MINIMUM - - - - 4'DIA.PVC,PIPE a I/b"/L.F. B.o.SLAB EL. I4.o' II. The well Ga shall be removable to allow for measurement of de th to water Surface Q T_ d) SYS Ws IE=Ie.rr P p LU GREASE TRAP=20 MINIMUM0 00-272-4480 811 , ,. PUMP STATION=20'MINIMUM 5Y5 B:IE.=Ib.11 5Y5 A.IE=17b5 � SYS,A,� / or pressure. E.,.4 fL SY513' IE =Ti'MI IE=1135 MANHOLE=20'MINIMUM V TE ,_ SYS W:1E.=rTD' ® ® ® ® ®_ 12. After construction 15 Complete,the well shall be disinfected per local or state d� HOUSE ;fl SYS'B IE=f135 ® ® ® E- � ® 0 PRIVATE HELLS=50'MINIMUM 4.Q `P4 4 SYS V IE.=110' LP requirements = 5Y5'A': IO.-15'0Y4'/LF. =2b9' =0224' .o .r ® ® ® � RETAINING HALLS= 10'MINIMUM ._ 1,200 GAL (v By law,excavators and contractors working in the For safety reasons,homeowners are strongly SYS V. 15.25'sY/LF.=3bl -031b ® ® ® o ® © � FUEL STORAGE TANKS(BELOW 6ROUND)=20'MINIMUM SEPTIC TAM ST SYS A,,22.IT'eYe/LF.=2.TY=0.2 4 4 five boroughs of New York City and Nassau and encouraged to call as well when planning any 4'MIN ■_ ® ® ® © ® 1 o Suffolk Counties on Long Island must contact type of digging on their property.Homeowners 5Y5'B:33.75 •Y./L.F.=422 -035 b'0 x 6'EFF.DP.� ® ® m HORIZONTAL SEPARATION D15TANGE5 FOR STORM DRAINASE BOT OF TANK 9 EL.13.02' LEAGHIN6 POOL-gi ® `Q NON-LEACHING 5TRLCTURE5: Dig Net, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by .. WATER SERVICE LINE5/LATERAL5/MAIN5=5'MINIMUM but no more than 10 working days(excluding calling 811,the national call before you dig ` b0, n OF 2/SYS ® © �T UNDERGROUND UTILITiE5=5 MINIMUM 9 Y )P beginning P 3'GLEAN SANG COLLAR F•L� -j , weekends and legal holidays)prior to be innin number. For excavation work completed on PROVIDE, WATERTIGHT,iNSEGTfROOF ADJUSTABLE AND I.OGIUN6 CAST IRON GREASE TRAP=5'MINIMUM any mechanized digging or excavation work to personal property, it is the contractors z BOTTOM OF POOL: / FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPIGALJ PUMP STATION=5'MINIMUM ensure underground lines are marked. responsibility-NOT the homeowner's-to contact - / 5Y5 'A' 113'o R. IIA' MANHOLE=5'MINIMUM Excavators and contractors can also submit DigNet. Having utility lines marked prior to // SANITARY SEPTIC TANK=F MINIMUM locate requests online,through[TIC.If you do not digging is free of charge. TESTHOLE: 6ROUNDWATER FOUND a EL.bb' currently use ITIC, please call 1-800-524-7603 FINISHED GRADE ENGINEER: VERTICAL SEPARATION DISTANCES FOR STORM DRAIMA6E for more information. 24" 24' b"MIN TRAFFIC LINES: 20" MIN 20" MIN BEARING TOP pF NE S HATER SERVICE LINES= IG MINIMUM SANITARY WASTE LINES= 16'MINIMUM PROPOSED SEPTIC SYSTEM 'A' - ANIMAL BOARDING AND PROPOSED SEPTIC SYSTME 'B' - HUMAN WASTE PROFILE '"LET fr (MINIMUM COMMERCIAL SYSTEM - TYPICAL) MIN 4'DIA. �O OU11�T m , w T A 5DR 35 PVC, b' FLOW LINE MIN 4'DIA N �:=w' J- NOT O 5C, LE �` c� CAST IRON FRAME AND 6RSDR 35 PNC <)ATE/GOVER z PIPE OR I `r dJ PIPE OR ' � \ PITCHED MIN. CAMPBELL Ilb2 G OR APPROVED EQUAL ��3193 - - \ EQUIVALENT I EQUIVALENT w � .I PITCHED MIK. •\,,--_.___;�:%. FINAL 6RADE Y4 IN/I FT p BAFFLE Y.IN/I FT JEFFRE"f"T BUTLER, P.E. SEPARATION D15TANGE REQ'MT5 FOR SEPARATION D15TANGEQ'MTE R , FOR o - z :.. BEARINs IG SANITARY LEACHING STRUCTURES SANITARY SEPTIC TANKS SLAB M�MUM HORIZONTAL DDITHER THAN RE5112ENTIAL).STANCES: (OTHER THAN RESIDENTIAL): w a. 15'PIPE DIA MINE .� z It MIN.(AS REQUIRED) I tT��+ERE MIN.HORIZONTAL SEPARATION DISTANCES: y APPLICABLE) A.BUILDING W CELLAR= 10'-0" A.BUILDING IN CELLAR= 10'-0' ■ PIPE B.BUILDING ON SLAB= 10'-0" B.BUILDING ON SLAB=5'-0' PROVIDE, WATERTIGHT,INSECT-PROOF ADJUSTABLE MV LOCKING CAST IRON Q HIGH DENSITY POLYETHYLENE(HDPE) ® [� ® I I G.WATER LINE5=10'-0' G.HATER LINES= 10'-0' A FRAME AND COVER INSTALLED AT GRADE OVER EACH OPENING(TYPICAL) I `t SIZE, ® ® ® Q ORN INLET TO 50 CONN - 10"40 MIN Q ® ® a ® ® I D.SURFACE HATER(WETLANDS)= 100'-0" D.SURFACE HATER(WETUN 6)=15'-0' lfl } SO TO SO CONN ■ 15'1 MIN I F.PUBLIC WELL=200'-0' F.PUBLIC WELL=200'-0' J Z - m RODE LOR CONN = 4"1 MIN ® ® w © ® 1 1l I I� ® ISI ° ® ® 6.PRIVATE WELL=150'-0' 6.PRIVATE HELI.= 100'-0' Lj B � - � - ® ® ® ® I V MIN. H.RET.WALL(WTRPROFFJ = 10'-0' N RET.WALL(HTRPRooF)= lo'-0' 8" MIN TRAFFIC - - �• ,- - LL 3' MIN. ® ® ® U ® ® I J.U/6 FUEL TAW5=20'-0' J.U/6 FUEL TANKS=20'-0' FINISHED GRADE BEARING SLAB O UJ K.U/6 UTILITIES=5'-0' - NOTE: ALL PIPING INSTALL® I Z CD LU Q o ® © ® ® K.U/6 UTILITIES=5-0 TRAP 'U_ ® ® I WRAP STRUCTURES L.STORM DRAINS OR L.STORM DRAINS=20'-0' ° • UNDER BLDG SHALL BE CAST IRON, . . LL I � >. W WITH FILTER FABRIC + 2' AND SHALL REMAIN CAST IRON LEAVING 1 Z ® ® ® ® ® (USE 6EOTEX 351,BY RECHARGE BA51N5=20'-0 M.CATCH BASINS=5'-0' .. n " THE BUILDING TO A DISTANCE OF 5' O O PROPE�U M.CATCH BA51N5,NON-LEACHING= 10'-U = 20 MIN u1 (NON-LEAGHINI6) • ' •, a iv v I----�I n AWAY FROM BLDG PERIMETER. 0 L ~ lY N SAN.L.P.=b'-0 N SAN.L.P.=b'-0' �T � LL.I � - '� D-- ® o ® ® ® P.PROP.LINES=10'-0' NOTE: GALLS AND DE516N F•+1 Q.TOP OF EMBANKMENT OR STEEP SLOPE P.OR 5 V-0 I I 6 O ® o ® ® ® I (15%SLOPE OR 6REATER) =25'-0' Q.PROP.LINES=5'-0' PLAN TRAP SIZE " ®®® WITH 55GOF1 IN ECS. ANGE O O (� DIM. MIN. 4 cP SDR 35 � (L/ ® ® ® ® ® R BLUFF=65'-0' R 5WIMMIN6 POOL=20'-0' 4" PVC, PIPE OR ®®® I I \ Q... 9 1 S.SEPTIC TANK,RMP STA,6REA5E TRAP 5.TOP OF EMBANKMENT OR STEEP SLOPE ®® I / W - OR MANHOLE=6'-0' PITCHED z_ T.SWIMMING POOL=20'-0' BLU SLOPE OR GREATER) =25'-0' A 30 MNYa /PER LIN FT ®® � I \ i u Z Z V NON-RATEABLE T.BLUFF=65-06ALV.STEEL B 30 � / E-U j j.J � Z _ r b'DIAMETER 501L FRAME t COVER C q J ® � w > --1 -1 O 6ROUND WATER GRADE 3' MIN. ® I I - - O t_ N LLAR MATERIALS b" MIN. COLLAR ,Q 1 O O J (PENETRATION) i��555 RATABLE SOIL I I-I a ' III- 1 z I _ �' -I > (S) O I SLAB ~ I O I I N < u' O UNDERLYING SAND ANI7 GRAVEL STRATA CAULK WATERTIGHT '• , ~BETWEEN PIPE AND � b'0 ri O Z NOTES! SLEEVE - - - - - - - / M I.COLLAR DEPTH I5 NOT REQUIRED WHEN RATABLE MATERIAL EXISTS FOR FULL DEPTH. 1••. \ I I < 2.COLLAR MATERIAL SHALL BE GLEAN:6RAVEL ONLY. GALV.STEEL SLEEVE G SEE PLAN FOR 16' MIN. PENETRATION \ v Ll 3.ALL DRAINA6E STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. INV.ELEVATION INTO A VIRGIN 4.USE 15' DIA CORRUGATED HIGH DEMI5ITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR COVER THICKNEScSES . = a HIGHEST RECORDED cn STRATA OF SAND I• ���TO TEST 4000 P5.1 INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS • . •• p WAl a 2b DAYS 3/16" FOR SPAN OF 30" A.HDPE PIPE SPECIFICATION(AA5HT0 M-244) � _ � ��L 2. REINFORGEMIENT MEETS AS.T.M. Z -..-_.....,....,_ ,-._ B. INSTALLATION OF HDPE SPECIFIICAT10N(ASTM 0-2321) 1/4" FOR SPAN OF 36" - A-615,A-165 5PE65 .J- I 1 G.KATERT16HT JOINT TESTING 5PE-GIFIGATION(ASTM D-3212) 5/16" FOR SPAN OF 4b' SEGTI ON BACKFILL MATERIAL 3. ALL SANITARY PIPING TO BE 4"m P A(5 ' D.GASKET SPECIFICATION(ASTM IF-477) 3/8" FOR SPAN OF 60" (GLEAN SAND 4 6RAVEL) 5DR 35 PVC I/2" FOR SPAN OF 72" TYP" SANITARY LEIGHI i�lC POOL (LP) _ � cli TYPI GAL 5TORM HATER TYP I GAtL HOUSE TRAP DETAIL sG,�LE: N.T.S. 5EPT1 G TANK 1200 C ALL Q LE66H I NC POOL (SD) DETAIL LASED IN SYSTEM A AND 'B) 2 NOT TO SCALE 5GALE: NONE SCALE: NOT TO SCALE THESE DRAWINGS AND AGCOMPANYING 5PECIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARCHITECT. V150AL CONTACT WITH THEM SHALL G0M5TITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. GLED26YW GN1 LED13YST11 B 26 Watts of energy efficient LED garage lighting. 100,000 hour LED Color:White Weight: 18.2 lbs x 13&26 Watt Straight Shade LED Gooseneck Luminaire designed to Color: Black Weight: 11.0 lbs lifespan.5 year warranty. High-performance output maximizes match the architecture of Main Street storefronts and building spacing criterion. perimeters. LED Gooseneck Straight Shade with 24"Goose Arm _ Style 1. -- �:..� QB2A n„ Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired LED Info Driver Info `' on C103 Mounting plate. Lamps supplied. LED Info Driver Info ' Watts: 26W Type: Constant Current Watts: 13W Type: Constant Current Lamp Info Ballast Info Color Temp: 3000K(Warm) 120V: 0.30A Color Temp: 3000K(Warm) 120V: 0.3A • Color Accuracy: 83 208V: 0.17A Type: T-4 Type: N/A Color Accuracy: 86 208V: 0.3A L70 Lifespan: 100000 24OV: 0.15A Watts: 75W 120V: N/A L70 Lifespan: 100000 240V; 0.3A LM79 Lumens: 2,202 277V: 0.13A Shape/Size: N/A 208V: N/A LM79 Lumens: 514 277V: 0.15A Efficacy: 79 LPW Input Watts: 28W Base: N/A 24OV: N/A Efficacy: 33 LPW Input Watts: 16W Efficiency: 93% ANSI: N/A 277V: N/A Efficiency: 83% Hours: 1,500 Input Watts: 75W Lamp Lumens: 1,500 Efficiency: 100% Technical Specifications Efficacy: 20 LPW Technical Specifications UL Listing: ens: Technical Specifications UL Listing: Cold Weather Starting: Suitable for Wet Locations. Covered Ceiling Mount Prismatic polycarbonate lens. Suitable for wet locations. Suitable for mounting within The minimum starting temperature is-40"F/-40'C Only. UL Listing: 1.2m (4ft) of the ground. 5 Reflector: Suitable for wet locations. Suitable for mounting within Shades: o� IP Rating: Semi-specular anodized aluminum with ultra-white, 97% 1.2m (4ft) of the ground. Lifespan: 11" Straight Shade offered. Ingress Protection rating of IP65 for dust and water. reflective optics. 100,000-hour LED lifespan based on IES LM-80 results Housing: and TM-21 calculations. Finish: do Lifespan: Gaskets: Precision die cast aluminum, 1/2" NPS threaded arm Our environmentally friendly polyester powder coatings 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. with locking swivel and EZ Grip lock nut fits all standard Fixture: are formulated for high-durability and long-lasting color, and TM-21 calculations. mounting covers. The GN1LED13YST11B comes with the GOOSE113 and contains no VOC or toxic heavy metals. Offers Finish: LEDs: Our environmental) friend) polyester powder coatings arm. significantly improved gloss retention and resistance to Y Y p Y p 9 Lens Gasket: color change. High-output, long-life LEDs. are formulated for high-durability and long-lasting color, High temperature silicone gasket stays in place during LED: and contains no VOC or toxic heavy metals. relamping. Single multi-chip, 13W high-output, long-life LED. Surge Protection: Drivers: 4kv Constant Current, Class 2, 100V-277V, 50/60 Hz, 6kv Color Consistency: Reflector: Driver: Surge Protection, 720mA, 100-277VAC 0.4 Amps. 3-step MacAdam Ellipse binning to achieve consistent Semi-specular anodized aluminum. Constant Current, Class 2, 100-277V, 50/60 Hz, Color Stability: fixture-to-fixture color. 100-240VAC 0.3 -0.15A, 277VAC 0.15A, THD LED color temperature is warrantied to shift no more Power Factor: Sockets: &; 8804;20%, PF 97.5%. than 200K in CCT over a 5 year period. 99.3% at 120V, 87.1% 277V Color Stability: Porcelain bi-pin GY 8 base with gold plated contacts LED color temperature is warrantied to shift no more and 250' C socket wires. Thermal Management: Color Uniformity: THD: than 200K in CCT over a 5 year period. Custom heat sink assembly in thermal contact with RAB's range of CCT(Correlated color temperature) 7.2% at 120V, 10.7% at 277V Lens: die-cast aluminum housing for superior heat sinking. follows the guidelines of the American National Color Uniformity: Thick, tempered glass. Standard for Specifications for the Chromaticity of Solid (1) Cold Weather Starting: RAB's range of CCT(Correlated Color Temperature) Housing: m Precision die-cast aluminum housing,Minimum starting temperature is -40'C (-40'F). follows the guidelines of the American National Finish: State Lighting (SSL) Products, ANSI C78.377-2008. g, lens frame and a � Standard for Specifications for the Chromaticity of Solid Our environmentally friendly polyester powder coatings mounting plate. Equivalency: Ambient Temperature: State Lighting (SSL) Products, ANSI C78.377-2011. are formulated for high-durability and long-lasting color, The GNLED13 is equivalent in delivered lumens to 75W W N Suitable for use in 40-C (104'F) ambient temperatures. and contains no VOC or toxic heavymetals. Gaskets: • incandescent, 50W MH or 18W CFL. 1- Green Technology: High Temperature Silicone V = Thermal Management: 0Y (n Mercury and UV Free, and RoHS compliant. Replacement Lamps: Green Technology: Superior heat sinking with integrated air-flow fins. Mounting: Mercury and UV free, and RoHS compliant. Polyester IESNA LM-79 & LM-80 Testing: Heavy-duty mounting arm with "O" ring seal and powder coat finish formulated without the use of VOC or w m x Housing: RAB LED luminaires have been tested by an Installation: stainless steel screw. `0 toxic heavy metals. X < Precision die-cast aluminum housing and door frame. �--� X Z U_ independent laboratory in accordance with IESNA Twin 75w Flood Kit pre-assembled on C103 plate for Mounting: LM-79 and LM-80, and have received the Department of easy installation. Correlated Color Temp. (Nominal CCT): Easy hanging plate with hooks for ceiling mount. Energy "Lighting Facts" label. 3000K CQ I Patents: < U) DLC Listed: RAB sensor and fixture designs are protected under California Title 24: W d) This product is on the Design Lights Consortium (DLC) U.S. and International Intellectual Property laws. Goosenecks complies with 2013 California Title 24 E-4 CLO Qualified Products List and is eligible for rebates from building and electrical codes as a commercial outdoor >--I = DLC Member Utilities. non-pole-mounted fixture < 30 Watts when used with a lil N photosensor control. Select catalog number m California Title 24: PCS900(120V) or PCS900/277 to order a photosensor. �p See GLED26BB/BL or GLED52/D10 for a 2013 RAB NOTES: (2) LED GOOSENECK LIGHTING FIXTURES IESNA LM-79 & IESNA LM-80 Testing: California Title 24 compliant product. Any additional MODEL No. GNILEDI3YSTIIB � --1 * THE L16HT L055 FACTOR(LLF) 15 A PRODUCT OF MANY component requirements will be listed in the Title 24 MOUNTING HEIGHT = 12' ABV GRADE RAB LED luminaires have been tested it I ti VARIABLES,ONLY LAMP LUMEN DEPRECIATION (LLD) HAS BEEN section under technical specifications on the product independent laboratory in accordance with IESNA APPLIED TO THE CALCULATED RESULTS UNLE55 OTHERWISE NOTED. page. -79 and 80, and have received the Department of THE LLD 15 THE RESULT(QUOTIENT) OF MEAN LUMENS/ INITIAL /.0 .0 "D.o 0.0 b.0 '0.0 0.0 0.0 0.0 b.0 bD 0.0 '0.0 0.0 0 '0.0 b.o b.o b.o b.o '0.0 0.0 bD b.o b.0 b.o '0.0 0.0 'o.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b Energy"Lighting Facts" label. ENGINEER: LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. Patents: . 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'. b.o bo bo b.o ' o 0 THE SYMBOL FOR CEILING MOUNTED LUMINARIES AND AT THE 2010). Buy American Act Compliant: O U OA 0.0 OA 0.0 0.0 0.0 00 0.0 0.0 OA OA OA D.0 0.0 0.0 OU 00 0.0 0.0 0.1 03 0. 0.1 Ob ' 2.4 �3 23 I7 i.l 0.7 05 03 0.1 0.1 0.0 0.0 0. OA OA 0.0 00 BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING This product is a COTS item manufactured in the United O � CONFIGURATIONS. Trade Agreements Act Compliant: o b.o b.o bo bD bD bD b.o b.o b.o bo b.o b.o b.o o.l o.I b.i b.i b.i b.o b.i b5 i.IB T.7 1. 4. 2.4 23 1.1 1.2 bb 05 0.2 '. b.i b.o b.o b 0o b.o 0o bx States, and is compliant with the Buy American Act. This product is a COTS item manufactured in the United o b.o b.o bo 0.0 0.0 O.o bo 0.0 0.0 0o b.o 0.0 0.0 0.l b.l b.l 02 02 bo 02 05 1.4 2 C. 3 2.7 2.0 1.a i3 Ob o 0.2 0.1 0.0 0.0 bob I 'o0 0 * RAB L16HTING, INC. LUMINAIRE AND PRODUCT DESIGNS ARE States, and is compliant with the Trade Agreements Act. ' ,� Recovery Act(ARRA) Compliant: 0 }- Q PROTECTED UNDER U.S. AND INTERNATIONAL INTELLECTUAL .D b.0 0.0 00 0.o b.D bD 0o bD o.o oo o.0 0.0 0.l b.i b.l b2 '03 0.4 b.5 0.1 b.4 1.0 7 �.q �3 2.5 15 b± 0.4 b.2 0.1 0.1 bo b.o 0o b. bo 0 This product complies with the 52.225-21 "Required _ z mLU PROPERTY LAWS. GSA Schedule: Use of American Iron, Steel, and Manufactured Goods- -a - }O PATENTS ISSUED OR PENDING APPLY. .0 0.0 0.0 OA 0.0 OA 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 03 Ob 13 i3 0. ' 2�4 '.5 1.4 0.9 05 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0 Z� 0 Suitable in accordance with FAR Subpart 25.4. GBuy American Act--Construction Materials (October 1.0 (Y .0 0.0 0.0 OD 0.D 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.4 o.q 1.T 3.b 2.7 5 0.9 0.4 0.2 0.1 0.1 0.0 00 o o.o bD oz 2010) < CL Luminaire Location Summary .0 0.0 0.o bD bD bD 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 03 0.7 1.4 tb 4.2 2 A i3 Ob o3 '.2 0.1 0.0 bo bA bD b.o 'A 0 Q LumNo Ta (6W Label Mtg Ht Orient Tilt 0.0 0.0 0.o b.o b.o b.o b.o 0.0 0.0 0.0 0.0 0.0 10.1 b.l b.l 0.2 b3 b5 b.q ib 2.1 iq 'o. 03 o.a 05 b.2 b.11 '.I b.o bo b.o bD .o b.0 '. Trade Agreements ements Act Compliant: This product is a COTS item manufactured in the United ►E►--",,�-++ B (I) 6NILED13Y5TIIB 12 316.913 0 THE LIGHTING ANALYSIS, EZ-LAYOUT, ENERGY ARALY515 AND /OR V15VAL 51MULATION5 ("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, INC. ('RAB') o b.o 'oo 'oo bo b.o O.o Oo 00 00 00 00 b.o 0.1 0.1 0.1 b.l 0.2 03 '0.5 bb t1 to Ob b. �. i2 '05 '0.2 03 0.l 0.1 b.o '.o b.o Oo '. 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Suitable in accordance with FAR Subpart 25.4 LU = Q B' FIELD VERIFIED THE REDUCE VARIATION. 4 G (I) 6LED26YW 15 0 0 RAB NEITHER WARRANTEES, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEA5URED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS A5 b.o o.D b.o bo b.o 'o.o bo 'oA b.o b.o bD bD bD 'o.1 0.1 o.1 b.2 02 0.2 '0.3 '0.4 b.i it 2.5 4.5 03 '05 bb '05 b3 b.i 'o.o b.o b.o 'o.o b.o ao bD 'o.o b.o pip LCL Q �- 5 A (2) QB2B 8 226.08 60 COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DE516N. RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED,NOR REPRE5ENT5 THE APPROPRIATENE55,GOMPLETENE55 OR SUITABILITY OF THE LIGHTING DE516N INTENT A5 COMPLIANT WITH ANY APPLICABLE REGULATORY CODE / 'ao b.o bo bo 0.0 b.o b.o b.o b.o o.o bo bo b.o 0.1 0.1 b.l 02 0.2 '0.2 '03 Ob 1.1 ib '.5 4.1 b.i 0.2 02 0.2 0.1 b.o b.o b.o b.o 00 0.o Oo *.o b.o 6 A (2) OB26 8 221.495 60 REQUIREMENTS WITH THE EXCEPTION OF THOSE SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DESIGN 15 8.o 8.o bo b.o b.o o.0 8.o b.o 0.0 bD bD bD o.l 0.1 8.1 b.i 02 0.2 b3 b.4 b.i i3 N 2.1 12 03 0.1 b.o b.o b.o b.o b.o b.o ao b.o '.o b.o 'D U_ Total Quanti UIM : 6 155UED, IN WHOLE OR IN PART, A5 ADVISORY DOENT5 FOR INFORMATIONAL PURP05E5 AND 15 NOT INTENDED FOR CONSTRUCTION NOR A5 BEING O PART OF A PROJECT'S CONSTRUCTION DOCUMENT PACKAGE. b.o 'oo b.o bo b.o b.o bD D 'o.0 8.o bD b.i b.i b.i 0.1 0.l '0.1 0.2 03 0.4 b.i b.1 0.1 03 0.1 b.o b.o b.o b.o b.o ao b.o +.o bo ao o.o b.o bD b.o b.o bD bo bD 0.0 0.0 bD b.i 8.1 b.i b.1 b.i b.i b.2 03 b.4 b.4 b.4 0.4 0 bo b.o b.o b. b.o 8o *.o b (2) GARAGE LIGHT(HIGH HAT) a Z Luminaire 5chedule ao b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o bo b.i b.i b.i b.i b.1 02 02 03 03 0.2 b.2 0.l b.ob.o b.o '.o 0. MODEL No. GLED26YW ♦ Q Symbol Tag Qty Label Arrangement TI Lamp Lumens Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts Filename b.o bo b.o b.o b.o b.o b.o b.o b.o b.o b.o O.o bo b.o o.o o.l 0.1 'o.l b.1 0.1 0.2 02 0.1 b.i b.1 b.o b. b.o b.o ' MOUNTING HE16HT = l5' ABV F.FL. 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I N.A. 15 15 M ENLARC ED PLAN - PROF'05ED L I C NT I NCLLJ 5GALE: 1" = 20'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS I1,V5TRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM 714E ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - STANDARDS FOR PRIVATE WATER SYSTEMS X406.4-1 APPLICABILITY 5406.4-5 CASINGS.SCREENS,DROP PIPES AND WELL SEALS CONTINUED: §406.4-10 INTRODUCTION CONTINUED: TABLE 4.ALTERNATIVES MEN TEST WELL WATER QUALITY 15 UNSATISFACTORY CONTINUED: §406.4-13 WATER QUALITY ANALY515 CONTINUED THE REGULATIONS CONTAINED HEREIN ARE 155UED IN ACCORDANCE WITH 51JFFOLK COUNTY SANITARY PITLE55 ADAPTERS OR UNITS CERTIFIED BY THE N5F OR WATER SYSTEMS COUNCIL MUST BE USED AFTER THE WELL AND LATERAL HAVE BEEN INSTALLED AND PRIOR TO BACKFILLING, THE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A, B,OR G LISTED ABOVE SHALL MEET THE WATER TO AVOID DELAYS IN RECEIVING APPROVALS,WATER SAMPLING SHOULD BE CODE,ARTICLE 4 - WATER SUPPLY, §406.4. TH15 SECTION REQUIRES THAT PRIVATE WATER 5Y5TEM5 ONALL WELLS EXCEPT 5UGTION-LIFT SYSTEMS. TAMPER-RE515TANT WATER TIGHT SANITARY WELL MUST QUALITY STANDARDS L15TED ABOVE IN TH15 §406.4-12(13), INCLUDING (I)-(III),OR PERFORMED AS 50ON AS PRAGTIGAL. THE WATER SYSTEM MU5T HAVE BEEN CONFORM TO STANDARDS 155UEP BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 SEALS,ORGAP5,CONFORMING TO WATER 5Y5TEM5 COUNCIL STANDARD - PA5- 2,MUST BE USED AT NOTIFY THE DEPARTMENT TO IN5PECT THE INSTALLATION. IF THE DEPARTMENT ELECTS NOT TO (5) INSTALL A TEST WELL ON EACH PROPOSED LOT IN CONFORMANCE WITH THE REQUIREMENTS DISINFECTED AND HAVE NO CHLORINE RE51DUAL AT THE TIME OF 5AMPLIN6.5AMPLE5 (HEREIN AFTER REFERRED TO AS, THE DEPARTMENT),AS WELL AS,TO MINIMUM NEW YORK STATE THETOP5 OF GA5IN65 OR PITLE55 UNITS. WELLS MUST BE FINISHED A MINIMUM OF I FOOT ABOVE PERFORM AN INSPECTION, THE EXCAVATION MAY BE BAGKFILLEO. BACKFILLING 15 PROHIBITED CONTAINED IN §406.4-12(A).WATER QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES FOR MICRO BIOLOGIGAL ANALY515 MUST BE GOLLEGTED WHEN THE ENTIRE WATER REQUIREMENTS CONTAINED IN IONYCRR APPENDIX 5-13 TITLED RURAL WATER SUPPLY FOR ITEMS GRADE AND 2 FEET ABOVE ANY P0551BLE FLOOD LEVEL. WITHOUT THE PRIOR(,ON5ENT OF THE DEPARTMENT. THE DEPARTMENT RESERVES THE RIGHT TO AND MAXIMUM CONTAMINANT LEVELS(MGUS)CONTAINED IN PART 5 OF THE NEW YORK STATE SYSTEM 15 COMPLETE. WATER SYSTEM DISINFECTION SHALL BE REQUIRED TO BE NOT COVERED BY THE DEPARTMENT'S STANDARDS. 0 M67/L, THE 5Y5TEM AT ANY TIME PRIOR TO FINAL APPROVAL. SANITARY CODE,EXCEPT THE GOMBINED IRON AND MANGANE5E CONCENTRATION WHICH SHALL NOT REPEATED,OR SYSTEM MODIFICATIONS MADE, IF THE MICRO BIOLOGICAL ANALY515 I5 5406WELL LATERALS EXCEED 1. 6/LON INDIVIDUAL BUILDING LOTS(SEE § 06.4-12(D)). IF WATER QUALITY EXCEEDS A PRIVATE WATER SYSTEM IS, DEFINED IN ARTICLE 4 AS,ANY SYSTEM TO PROVIDE DRINKING WATER LATERAL LINES BETWEEN THE WELL AND DWELLING OR STRUCTURE MUST HAVE A MINIMUM I.D.OF §•406.4-II ACCESS TO PUBLIC WATER(C.OMNIUNITY WATER SUPPLY) UNSATISFACTORY. WATER ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE OTHER THAN THAT SECURED FROM A PUBLIC WATER SYSTEM(COMMUNITY OR NON-GOMMUNITY). 0.15 INGHE5,BE FIRMLY ATTACHED TO THE WELL CASINGS,AND MEET THE FOLLOWING REQ'MT5: ALL APPLICATIONS TO INSTALL OR USE A PRIVATE WATER SYSTEM MUST INCLUDE EVIDENCE THESE STANDARDS ON ANY PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED AS,A LE55 THAN ONE YEAR OLD. PRIVATE WATER SYSTEMS CONSIST OF WELLS,PIPING,TANKS,WATER TREATMENT DEVICES AND 5AT15FAGTORY TO THE DEPARTMENT THAT A GOMMUNITY WATER 5Y5TEM 15 NOT AVAILABLE. BUILDING LOT AND SHALL BE 50 NOTED ON THE SUBDIVISION MAP.A COVENANT SATISFACTORY TO APPURTENANCES INTENDED TO SUPPLY DRINKING WATER TO FACILITIES SUCH AS: SINGLE FAMILY I. DEPTH - TO PROTECT AGAINST FREEZING, LATERALS MUST BE INSTALLED A MINIMUM OF 54 GONNEGTION TO A COMMUNITY WATER SYSTEM 15 REQUIRED IF THE 5Y5TEM HAS SUFFICIENT THE DEPARTMENT WILL BE REQUIRED FOR ANY UNBUILDABLE LOTS. IF FUTURE TESTING BY THE TABLE 5 - WATER QUALITY ANALYSIS INCHES BELOW FINAL GRADE. GAPAGITY TO SERVE THE APPLICANT,AND IF ANY OF THE FOLLOWING APPLY: DEPARTMENT SHOWS AGGEPTABLE WATER QUALITY,OR IF PUBLIC WATER BECOMES AVAILABLE,THE RE5IDENGE5,MULTIPLE RESIDENCES OF FEWER THAN FIVE UNITS,AND NONRESIDENTIAL LOT MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL LOT TEST WELLS MAY BE DEEPENED TOTAL COLIFORM CHLOROFORM P-150PROPYLTOLVENE (COMMERCIAL AND INDUSTRIAL) ESTABLISHMENTS SERVING AN AVERAGE OF FEWER THAN 25 2. MATERIALS -LATERALS MUST BE CONSTRUCTED OF TYPE "K"COPPER,OR HIGH DENSITY I. SINGLE-FAMILY RESIDENCE, WHERE WATER MAINS EXIST WITHIN 150 FEET OF THE APPLICANT'S UTILIZING THE REQUIREMENTS OF OPTIONS A,B,OR G L15TED IN ALTERNATIVE (4). PH 2-GHLOROTOLUENE METHYLENE CHLORIDE PER5ON5 DAILY. THESE REGULATIONS DO NOT APPLY TO COMMUNITY AND NON-GOMMUNITY PUBLIC PLASTIC CLEARLY LABELED AS, ASTM RATED FOR 100 P51 AND NSF APPROVED FOR POTABLE PROPERTY LINE. SPECIFIC CONDUCTIVITY 4-GHLOROTOLUENE N-PROPYLBENZENE WATER SYSTEMS,WHICH ARE REGULATED UNDER PART 5 OF THE NEW YORK STATE SANITARY CODE. WATER USE. 2.51NGLE-FAMILY RESIDENCE FOR WHICH MINIMUM WELL SEPARATION OR DEPTH REQUIREMENTS NITRATE DIBROMOMETHANE STYRENE 3. SEPARATION - LATERALS MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY CANNOT BE MET,OR UNTREATED WELL WATER QUALITY 15 UNSATISFACTORY AND WATER MAINS (b) IN SHORELINE AREAS,WHERE ALL PROP05ED LOTS ARE GREATER THAN 2.0 ACRES AND WHERE THE STANDARDS FOR PRIVATE WATER SYSTEMS, §406.4-1 THROUGH §406.4-q,CONTAINED HEREIN SEWER LINE,5EPTIG SYSTEM MAIN LINE,LEACHING POOL,OR DRY WELL. EX15T WITHIN 250 FEET OF THE APPLICANT'S PROPERTY LINE. FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS, INSTALL A TEST WELL ON EACH LOT IN FREE AMMONIA 1,2-DICHLOROBENZENE 1,1,1,2-TETRACHLOROETHANE APPLY TO ALL NEW WELL INSTALLATIONS AND THE REPLACEMENT OF EXISTING PRIVATE WATER 3.MULTIFAMILY RE5IDENGE WHERE WATER MAINS EX15T WITHIN 250 FEET OF THE APPLICANT'S GONFORMANGE WITH THE REQUIREMENTS CONTAINED IN §406.4-12(A),EXCEPT THAT THE TOP OF GHLORIDE 1,3-DICHLOROBENZENE 1,1,2,2-TETRACHLOROETHANE 5406.4-1 PUMPING EQUIPMENT t STORAGE TANKS PROPERTY LINE. EACH WELL SCREEN SHALL BE INSTALLED A MINIMUM OF 20 FEET BELOW THE WATER TABLE. WATER IRON 1,4-DIGHLOROBENZENE TETRAGHLOROETHENE SYSTEMS,AS, DEFINED IN ARTICLE 4. PROCEDURES DESCRIBED IN §406.4-10 THROUGH §406-4.18 ANY GOMMERGIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL INSTALLED 15 4. REALTY SUBDIYI510N OR DEVELOPMENT WHERE WATER MAINS EXIST WITHIN A DISTANCE QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS MANGANESE DIGHLORODIFLUOROMETHANE TOLUENE APPLY ONLY TO PRIVATE WATER SYSTEMS PROPOSED TO SERVE NEW CONSTRUCTION. ACCEPTABLE,WITH THE FOLLOWING LIMITATIONS: EQUIVALENT TO 150 FEET MULTIPLIED BY THE NUMBER OF PROPOSED LOTS,FROM THE (MCLS)CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED ZING I,1-DIGHLOROETHANE 1,2,3-TRICHLOROBENZENE COPPER 1,2-DIGHLOROETHANE 1,2,4-TRIGHLOR08ENZENE WHERE A REPLACEMENT PRIVATE WATER SYSTEM CANNOT CONFORM TO THESE REGULATIONS DUE TO APPLICANT'S PROPERTY LINE. IRON AND MANGANESE GONGENTRATION WHICH SHALL NOT EXCEED 1.0 MG/L,AS INDIVIDUAL LEAD I,I-OICHLOROETHENE I,I,I-TRICHLOROETHANE b PHY51GAL OR FINANCIAL CONSTRAINTS,THE WELL DRILLER AND PROPERTY OWNER MUST COMPLETE I. STRAIGHT CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC 5. COMMERCIAL OR INDUSTRIAL BUILDINGS WHERE WATER MAINS EXIST WITHIN 500 FEET OF THE BUILDING LOTS (SEE §406.4-12(D)). IF WATER QUALITY EXCEEDS THESE STANDARDS ON ANY M8A5 GIS, 1,2-DIGHLOROETHENE 1,12-TRICHLOROETHANE rn AND SIGN A NONCOMPLIANCE NOTIFICATION FORM(AVAILABLE FROM THE DEPARTMENT) SPECIFYING WATER LEVEL IN THE WELL 15 20 FEET OR LESS. APPLICANT'S PROPERTY LINE. FOR PROP05ED 5TRU6TUREE5 LARGER THAN 5,000 6RO55 PROPOSED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED AS, A BUILDING LOT AND SHALL BE BENZENE TRANS 1,2-DIGHLOROETHENE TRICHLOROETHENE WHICH PROVI510N(5) OF THESE STANDARDS HAVE NOT BEEN MET. SAID FORM MUST BE SUBMITTED SQUARE FEET,CONNECTION 15 REQUIRED WITHIN A D15TANGE EQUIVALENT TO THE PROP05ED 50 NOTED ON THE 9JBDIV1510N MAP. IF FUTURE TESTING BY THE DEPARTMENT SHOWS AGGEPTABLE BROM05ENZENE 1,2-DIGHLOROPROPANE TRIGHLOROFLUOROMETHANE 2. REGENERATIVE TURBINE SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC 6RO55 SQUARE FOOTAGE DIVIDED BY TEN, E.G.,WITHIN boo FEET OF A PROP05ED 6,000 WATER QUALITY,OR IF PUBLIC WATER BECOMES AVAILABLE, THE LOT MAY BE APPROVED FOR BROMOGHLOROMETHANE 1,3-DIGHLOROPROPANE 1,2,3-TRIGHLOROPROPANE TO THE DEPARTMENT WITHIN 60 DAYS OF THE WELL'S COMPLETION. WATER LEVEL IN THE WELL 15 25 FEET OR LE55. SQUARE FOOT BUILDING. DEVELOPMENT. COVENANTS,SATISFACTORY TO THE DEPARTMENT,PROHIBITING ANY FUTURE BROMOMETHANE 2,2-DIGHLOROPROPANE 1,2,4-TRICHLOR BENZENE PWELL YIELD 6.COMMERCIAL OR INDUSTRIAL SUBDIVISION OR DEVELOPMENT WHERE WATER MAIN5 EX15T SUBDIVISION OF THE PROPERTY ARE REQUIRED FOR ALL LOTS. N-BUTYLBENZENE I,I-DIGHLOROPROPENE 1,3,5-TRIMETHYLBENZENE PRIVATE RIVATE WATER SYSTEM WELLS SERVING SINGLE FAMILY RESIDENCES MUST BE CAPABLE OF 3. JET PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE 5TATI6 WATER LEVEL IN THE WELL 15 WITHIN A DISTANCE EQUIVALENT TO THE MAXIMUM BUILDABLE.5QUARE FOOTAGE ALLOWED 5EC-6UTYLBENZENE 615 43-DIGHLOROPROPENE M-XYLENE 60 FEET OR LE55 (AND THE CASING 15 100 FEET OR LESS). DIVIDED BY TEN,WHEN MEASURED TO THE GLO5E5T PROPERTY LINE. WHEN INCREASING THE DEPTH OF TEST WELLS DUE TO UN5ATI5FAGTORY WATER QUALITY BUTYLBENZENE TRANS 1,3 DIGHLOROPROPENE 0-XYLENE PROVIDING A CONTINUOUS YIELD OF AT LEAST 5 GALLONS PER MINUTE,MEASURED AT THE OUTLET OF ,OPTIONS A-C TERT- THE STORAGE TANK. AN ADDITIONAL YIELD OF 5 GALLONS PER MINUTE MUST BE PROVIDED FOR EACH OUTLINED IN ALTERNATIVE (4)MUST BE STRICTLY FOLLOWED. THE FINDING OF UNSATISFACTORY CARBON TETRACHLORIDE ETHYLBENZENE P-XYLENE ADDITIONAL DWELLING UNIT, E.G.,20 GPM FOR A FOUR-UNIT RESIDENCE.PRIVATE WATER SYSTEMS PERMANENT PUMPING EQUIPMENT MAY BE INSTALLED ONLY AFTER THE WELL HAS BEEN DEVELOPED IF GONNEGTION TO A GOMMUNITY WATER SYSTEM BECOMES FEASIBLE (DUE TO WATER MAIN WATER QUALITY IN A TEST WELL 15 DEEMED AS, HAVING DEMONSTRATED THAT THE AQUIFER SEGMENT CHLOROBENZENE HEXACHLOROBUTADIENE VINYL CHLORIDE AND SILT-FREE WATER HAS, BEEN OBTAINED. PUMPS MUST BE EQUIPPED WITH A PRESSURE SWITCH 15 CONTAMINATED AND 15 UNSUITABLE AS,A DRINKING WATER 50URCE. PULLING THE WELL BACK OR GHLOROETHANE 150PROPYLBENZENE METHYL-TERT-BUTYL-ETHER SERVING NONRESIDENTIAL ESTABLISHMENTS MUST BE CAPABLE OF PROVIDING A CONTINUOUS YIELD EXTENSIONS OR IMPROVED SYSTEM CAPACITY) PRIOR TO OR DURING GONSTRllGTION OF A PROJECT OF AT LEAST FIVE GALLONS PER MINUTE,MEASURED AT THE OUTLET OF THE STORAGE TANK,PLUS THAT 15 SET TO OPERATE AT A MINIMUM PRESSURE OF 20 P51 WITH A 20 P51 DIFFERENTIAL. PREVIOUSLY APPROVED BY THE DEPARTMENT FOR A PRIVATE WATER SYSTEM,THEN THE APPROVAL MARGINALLY DEEPENING IT WITHIN THE SAME AQUIFER SEGMENT(LE55 THAN A 40-FOOT CHANGE IN (MTBE) ANY ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROGE551NG PUMPING EQUIPMENT MUST BE LOCATED IN AN AREA THAT IS DRY,PROTECTED AGAINST SURFACE PURPOSES. DRAINAGE AND FREEZING,AND CONVENIENTLY AREA ACLTHAT 1BLE FOR MAINTENANCE AND REPAIR. FOR THE PRIVATE WATER 5Y5TEM 15 VOIDED,AND THE APPLICANT MUST FILE A REVISED PLAN WITH 5GREEN 5ETTIN6) 15 NOT PERMITTED. THE DEPARTMENT. NOTE: THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS INSTALLATION OF PUMPING EQUIPMENT IN PITS 15 PROHIBITED. X406.4-3 WELL LOCATION REALTY DEVELOPMENTS AND SUBDIVISIONS APPROVED ON THE BASIS OF DEEPENED WELLS SHALL SUCH AS,ALDIGARB OR DAGTHAL. IN ORDER TO PROTECT THE SANITARY AND CHEMICAL OUALITY OF PRIVATE WELLS FROM POTENTIAL §4 .4-12(A)GENERAL REQUIREMENTS FOR TEST HELLS HAVE SPECIAL COVENANT REQUIREMENTS AND BE 50 NOTED ON THE FINAL MAP. INDIVIDUAL LOT CONTAMINATION 5OURGE5,AND TO FACILITATE ACCESS,MINIMUM HORIZONTAL SEPARATION DISTANCES STORAGE TANKS MUST HAVE A MINIMUM OF 82 GALLONS CAPACITY OR EQUIVALENT. IN ADDITION, 06 A TEST WELL MAY BE REQUIRED IN ORDER TO DETERMINE THE SIUITABILITY OF THE USE OF INDIVIDUAL APPROVALS FROM SAID MAP WILL REQUIRE WELLS OF 51MILAR MINIMUM DEPTHS,UNLE55 ADDITIONAL IN CA5E5 OF UNSATISFACTORY WATER QUALITY,AS, DETERMINED BY THE THEY MUST MEET THE FOLLOWING STANDARDS: BETWEEN WELLS AND THE CLOSEST PORTION OF THE ITEMS LISTED IN TABLE I MUST BE MAINTAINED: PRIVATE WATER SYSTEMS,WHERE THE DEPARTMENT HAS, DETERMINED THAT A PUBLIC WATER TEST WELL(5) DEMONSTRATE SATISFACTORY WATER QUALITY. DEPARTMENT,THE APPLICANT SHALL BE REQUIRED TO MODIFY THE LOCATION AND/OR I. MATERIALS - MUST BE NON-GORRO51VE,OR THE WATER CONTACT SURFACE NON-METALLIC. SUPPLY 15 NOT AVAILABLE OR ACLE551BLE (SEE §406.4-II ACGE55 TO PUBLIC WATER). A TEST WELL DEPTH OF THE WELL. RETESTING TO CONFIRM THE ORIGINAL ANALY515 15 ALLOWABLE, TABLE I -SEPARATION REQUIREMENTS OR WELLS 15 REQUIRED FOR ANY APPLICATION FOR A REALTY SUBDIVISION OR DEVELOPMENT,AND 640b.4-12(6) SPECIFIC TEST WELL REQUIREMENTS FOR DEVELOPMENTS PROVIDED THE SAMPLING PROCEDURES IN §406.4-13 WATER QUALITY ANALY515 ARE FOUNDATIONS 10 FEET(SEE NOTE 1) 2. PRESSURE GAUGE - MUST BE INSTALLED AT THE PUMP OR TANK. MAY BE REQUIRED FOR INDIVIDUAL LOTS. IN ORDER TO DETERMINE THE DEPTH AT WHICH THE BEST TEST WELL REQUIREMENTS FOR DEVELOPMENTS (2 TO 4 LOTS) MAY ALLOW THE APPLICANT AN FOLLOWED. IF THE APPLICANT CAN DEMONSTRATE TO THE DEPARTMENTS LEACHING POOLS(ON t OFF-SITE) 150 FEET(SEE NOTE 2) WATER QUALITY 15 AVAILABLE,APPLICANTS MAY PERFORM EXPLORATORY DRILLING BY INSTALLING ADDITIONAL ALTERNATIVE OTHER THAN THOSE OUTLINED FOR REALTY SUBDIVISIONS. TEST WELLS SATISFACTION THAT POTABLE WATER 15 NOT AVAILABLE ON THE PARCEL,THE PROPERTY LINES I FOOT TEST WELLS AT VARIOUS OEPTH5 AND PRE-TE-5T WATER QUALITY,PRIOR TO REQUESTING ANALY5E5 SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS CDEPARTMENT MAY ALLOW THE INSTALLATION OF WATER TREATMENT. SEPTIC TANKS 15 FEET 3. AIR VOLUME CONTROL VLV- MUST BE PROVIDED ON TANKS NOT CONTAINING DIAPHRAGMS. BY THE DEPARTMENT. ONTAINED IN §406.4-12(A). SEWER LINES t 5EPTIG SYSTEM MAIN LINES 50 FEET 4. 5HUT-OFF VALVE - MUST BE INSTALLED ON THE OUTFLOW SIDE OF THE TANK. A MINIMUM OF ONE INITIAL TEST WELL SHALL BE INSTALLED ON THE PROPERTY. IN GENERAL,WHERE §6.4-14 WATER TREATMENT FOR INDIVIDUAL LOTS T m TEST WELLS SHALL BE LOCATED ON THE 5UBJECT PARCEL. WATER QUALITY TE5T5 FROM NEARBY OR ONE OR MORE SMALLER LOTS ARE PROP05ED TO BE DIVIDED FROM A MUCH LARGER PARCEL, THE INSTALLATION OF WATER TREATMENT MAY BE ALLOWED BY THE DEPARTMENT ONLY m STORM DRAINS,CATCH BASINS,SUMPS, RECHARGE BA51N5 t DRAINAGE DITCHES 50 FEET 5. DRAINAGE VALVE - MUST BE INSTALLED ON THE TANK SIDE OF THE SHUT-OFF VALVE TO ALLOW ADJACENT PARCELS ARE NOT ACCEPTABLE AS, PROOF OF LOCAL WATER QUALITY. AN EX15TING WELL MUST BE INSTALLED ON ONE OF THE PROPOSED SMALL LOTS. THE APPLICANT 15 RESPONSIBLE WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOCATING THE WELL 15 P..1 i O WASHING MACHINE DRY WELLS 100 FEET COMPLETE DRAINAGE OF THE TANK,AND TO PROVIDE SAMPLING ACCESS. WELL ON THE PARCEL CAN BE UTILIZED AS,A TEST WELL, IF THE WELL CAN BE DOCUMENTED TO MEET TO ENSURE THE PROPER LOCATION OF ANY TEST WELLS TO BE USED AS A FUTURE 50URGE OF NOT FEASIBLE. THE APPLICANT MUST SUBMIT A PLAN INDICATING THE TYPE OF DEPARTMENT STANDARDS. AN UNTREATED OR UNFILTERED SAMPLE TAP MUST BE AVAILABLE FOR POTABLE SUPPLY. TREATMENT PROPOSED,AND THE METHOD OF DISPOSAL OF BAGKWA5H WATER OR N NOTE I -ALL PRIVATE WATER SYSTEM WELLS MUST BE LOCATED OUTSIDE OF BUILDING AT LEAST TESTING. OTHER WA5TE5. THE 5UBMI5510N MUST INCLUDE A CERTIFICATION FROM THE FIVE FEET BEYOND ANY ROOF OVERHANG AND TEN FEET FROM FOUNDATION WAH 5. NY5DEG X ALL AC,b DISINFECTION MANUFACTURER OR SELLER THAT: ALL AGGE551BLE WATER SUPPLY APPURTENANCES MUST BE THOROUGHLY DI5INFEGTED WITH A WATER ANALYSES FOR INORGANIC CHEMICAL CONTENT,VOLATILE ORGANIC COMPOUNDS AND a v 11 REGULATIONS ON TERMITIGIDE APPLIGATION5 PROHIBIT TREATMENT WHERE WELLS ARE LE55 THAN 10 STRONG CHLORINE SOLUTION MADE BY MIXING THREE QUARTS OF HOUSEHOLD BLEACH WITH TEN TEST WELLS SHALL BE CONSTRUCTED IN ACCORDANGE WITH ALL DEPARTMENT 5TANDARD5, IF THEIR PESTICIDES MUST COMPLY WITH NY5 MGUS AND GUIDELINES,EXCEPT A5 NOTED IN REQUIREMENTS FEET FROM FOUNDATION WALLS,AND RESTRICT TREATMENT WHERE WELLS ARE LOCATED 10 TO 25 GALLONS OF WATER: 015INFEGTION 15 AC-COMPL15HED AS, FOLLOW5: EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. (1) THROUGH (111) SPECIFIED IN §406.4-12(B). I. THE DEVICE MEETS ALL DEPARTMENT AND NY5 STANDARDS. Pte/ O � FEET AWAY. THEREFORE,A DISTANCE OF 25 FEET BETWEEN WELLS AND FOUNDATION WALLS 15 2. THE DEVICE 15 GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF �� V RECOMMENDED,ALTHOUGH NOT 5TRIGI. POUR THE CHLORINE SOLUTION INTO THE WELL � IF WATER QUALITY 15 UNSATISFACTORY AS,SHOWN BY THE DEPARTMENT'S ANALYSES,REQUIRED. IN ORDER TO PROTECT THE SANITARY AND CHEMICAL QUALITY OF THE PROPOSED WATER SOURCE AT LEAST ONE YEAR. W m 3 AND TO PROVIDE A REASONABLE MAR61N OF SAFETY IN THE EVENT OF FUTURE WATER QUALITY 3THEN THE USE . THE EXPECTED OPERATIONAL LIFE OF THE UNIT,BASED UPON THE RAW WATER OF PRIVATE WELLS WILL NOT BE APPROVED.ALTERNATIVES(I),(3),(4),(5) AND(6) AS,LISTED IN Lu LL NOTE 2 - SINGLE-FAMILY RESIDENTIAL LOTS WHICH ARE EXEMPT FROM THE MINIMUM LOT 51ZE 2. CONNECT PIPING AND OPERATE PUMP UNTIL A CHLORINE ODOR 15 OBSERVED AT ALL TAPS. DEGRADATION,TEST WELLS SHALL MEET THE FOLLOWING MINIMUM 5TANDAR05: TABLE 4 ARE AVAILABLE TO THE APPLICANT. IN THE EVENT THAT THESE ALTERNATIVES DO NOT ANALYSIS,MUST BE INDICATED,SO THAT THE HOMEOWNER WILL KNOW WHEN �--1 X Z REQUIREMENTS CONTAINED IN ARTICLE 6, §760-609 OF THE SUFFOLK COUNTY SANITARY CODE,AND PROVIDE AGGEPTABLE WATER QUALITY OR DUE TO THE DEPARTMENT'S KNOWLEDGE OF WATER FILTER MAINTENANCE 15 REQUIRED. 51NGLE-FAMILY LOTS INDICATED ON REALTY SUBDIVI510N OR DEVELOPMENT MAPS APPROVED BY 1. THE TOP OF EAGH WELL SCREEN MUST BE INSTALLED A MINI,' UM OF 40 FEET BELOW THE WATER m I O 3. DISCONNECT THE WELL PIPING AND ADD ANOTHER TEN GALLONS OF CHLORINE SOLUTION. QUALITY CONDITIONS PREVALENT IN THE AREA,THE DEPARTMENT MAY ALLOW THE APPLICANT THE USE WATER TREATMENT UNITS MAY NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF THE • '� !-() THE DEPARTMENT PRIOR TO MARCH I, Ig88 REQUIRE THAT A MINIMUM HORIZONTAL SEPARATION OF 100 TABLE. OF PRIVATE WELLS WITH AN APPROVED WATER TREATMENT DEVICE PROVIDED ALL PARCELS ARE FEET BE PROVIDED BETWEEN THE WELL AND THE CLOSEST EDGE OF ALL LEACHING POOLS. WHERE 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MUST BE AT I EAST 50 FEET. DEPARTMENT. AFTER INSTALLATION AND DISINFECTION OF THE DEVICE SAMPLING 15 O• � cd� 4. RECONNECT THE PIPING AND RUN THE PUMP FOR TEN SECONDS. COVENANTED PROHIBITING ANY FUTURE SUBDIVISION OF THE PROPERTY UNLE55 WATER SERVICE FROM SUCH SEPARATIONS ARE PHYSICALLY IMP0551BLE TO ATTAIN,CONNECTION TO PUBLIC WATER WILL BE REQUIRED FOR TOTAL COLIFORM AND THE PARAMETI=R(5) TO BE TREATED OR Q.. � `� A COMMUNITY WATER SUPPLY 15 PROVIDED (SEE §406.4-q TREATMENT AND §406.4-15 REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LINE (SEE §406.4 - II AGGE55 TO PRIOR TO SAMPLING IO THE DEPARTMENT,THE WELL DRILLER +ALL PROVIDE THE DEPARTMENT WITH FILTERED,AS,A DEMONSTRATION OF EFFICACY.THE RENTAL OR LEASE OF WATER O d) PUBLIC, WATER). IF PUBLIC, WATER 15 NOT AVAILABLE,A�WELL MAY BE INSTALLED WITH LE55 THAN 5. ALLOW THE WELL TO STAND IDLE FOR A MINIMUM OF SIX HOURS(24 HOURS IF POSSIBLE). A SIGNED CERTIFICATION CONTAINING WELL LOG DATA, INGLUDI�16 THE DEPTH OF THE WELL, COVENANTS)' 100 FEET SEPARATION BETWEEN WELL AND LEACHING POOL WITHOUT A VARIANCE FROM THE ELEVATION OF THE WATER TABLE,SCREENED INTERVAL,AND OTHER PERTINENT INFORMATION TREATMENT EQUIPMENT TO COMPLY WITH THESE STANDARDS IS NOT PERMI551BLE. Z O 6. PUMP TO WA5 E UNTIL THE SYSTEM 15 FREE OF ALL CHLORINE 0DOR5 AND TASTES. 6406.4 - 12(D) SPECIFIC TEST WELT REQUIREMENTS FOR INDIVIPUAL LOTS 5406.4-I5 COVENANTS 0) N DEPARTMENT PROVIDED THAT: REQUIRED BY THE DEPARTMENT. TEST WELL REQUIREMENTS FOR INDIVIDUAL BUILDING LOTS IN SINGLE AND SEPARATE OWNERSHIP ('(� 5'406.4-g TREATMENT" ALL INDIVIDUAL PRIVATE WATER SYSTEMS APPROVED BY THE DEPARTMENT WITH A ALLOW THE APPLICANT ALTERNATIVES OTHER THAN THOSE OUTLINED FOR REALTY SUBDIVISIONS AND `O IF THE DEPARTMENT DETERMINES THAT WATER TREATMENT 15 NECESSARY,T I. THE MAXIMUM ATTAINABLE HORIZONTAL SEPARATION 15 MAINTAINED,WITH A MINIMUM TEST WELLS SHALL BE PUMPED FOR ONE HOUR AT TEN GALLONS PER MINUTE IMMEDIATELY PRIOR TD WATER TREATMENT DEVIGE OTHER THAN A POLYPH05PHATE FEEDER,REQUIRES THAT SEPARATION OF AT LEAST 65 FEET,AND INSTALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER SAMPLING,UNLE55 OTHERN15E SPECIFIED BY THE DEPARTMENT. THE APPLICANT OR THEIR AGENT HE EQUIPMENT DEVELOPMENTS. TEST WELLS SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL THE APPLICANT FILE A COVENANT WITH THE SUFFOLK COUNTY CLERK. TH15 COVENANT 2. THE DEPTH OF THE WELL SCREEN BELOW THE WATER TABLE 15 INCREASED ACCORDING TO THE MUST CONTACT THE DEPARTMENT TO ARRANGE AN APPOINTMENT FOR THE TESTING. REQUIREMENTS CONTAINED IN §406.4 - I2(A). THE DEPARTMENT MUST APPROVE,AND MAY SPECIFY, 4U5T BE 5AT15FAGTORY TO THE DEPARTMENT AND STATE THAT: 5CHEOULE CONTAINED IN TABLE 2. FOR EXAMPLE: IF THE WELL CAN BE LOCATED ONLY 10 FEET MAXIMUM CONTAMINANT LEVELS (MCLS) AND GUIDELINES DURING MAXIMUM WATER FLOW. THE TEST WELL LOCATION AND DEPTH. THE WELL MUST BE GON5TRUGTEO IN ACCORDANCE WITH THESE H HORIZONTALLY FROM THE NEAREST LEACHING POOL, AND THE DEPTH TO GROUNDWATER I5LE55 WHOLE-HOUSE TREATMENT 15 REQUIRED FOR: IRON (FE),MANGANESE (MN),CHLORIDES,VOLATILE TEST WELLS SHALL NOT BE ADULTERATED WITH WATER FROM ANOTHER SOURCE,TREATED WITH STANDARDS IF THE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTIGIPATED. I. THE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED DRINKING WATER THAN 100 FEET,THEN THE TOP OF THE WELL SCREEN MUST BE INSTALLED A MINIMUM OF 130 ORGANIC COMPOUNDS(VOGS),AND ALOIGARB RE51DUE5.NITRATE TREATMENT MAY BE PROVIDED CHEMICALS,OR CHLORINATED PRIOR TO SAMPLING BY THE DEPARTMENT. MGUS OR GUIDELINES AT THE TIME OF SAMPLING,AND FEET BELOW THE WATER TABLE. TO A SINGLE TAP,AND MUST BE CAPABLE OF PRODUCING A MINIMUM OF TEN GALLONS PER DAY OF A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING LOT. PRIOR TO THE ISSUANCE OF AN 2. OCGUPANGY WILL NOT OCCUR PRIOR TO THE INSTALLATION OF A TREATMENT ENGINEER: TREATED WATER. TABLE 3 LISTS THE WATER TREATMENT METHODS ACCEPTED BY THE DEPARTMENT ALL WATER SAMPLING AND ANALYSES WILL BE PERFORMED BY THE DEPARTMENT,PROVIDED APPROVAL TO CONSTRUCT FOR WHICH THE DEPARTMENT HAS DETERMINED THAT PUBLIC WATER 15 NOT SYSTEM APPROVED BY THE DEPARTMENT. FOR SPECIFIC WATER QUALITY PROBLEMS. THE DEPARTMENT MAY APPROVE OTHER TYPES OF WATER PROPER APPLICATION TO THE DEPARTMENT HAS BEEN MADE AND TE5TIN6 FEES HAVE BEEN PAID. ACCESSIBLE,AND WHERE: ��0F NE(ti Y SHE TO 4 WELL DEPTH TREATMENT EQUIPMENT ON A CASE-BY-GA5E BASIS, IF PROOF OF OPERATIONAL EFFICIENCY ANALYTICAL RESULTS WILL BE DEEMED VALID FOR ONE YEAR FROM THE DATE OF SAMPLING. IF ALL REALTY SUBDIVISIONS OR DEVELOPMENTS APPROVED BY THE DEPARTMENT WITH P EY T. D 0,� THE TOTAL MINIMUM WELL DEPTH REQUIRED 15 50 FEET. THE TOP OF THE WELL SCREEN MUST BE I. A PRIVATE WELL MAY BE VULNERABLE TO CONTAMINATION OR � P v r INSTALLED AT LEAST 40 FEET BELOW THE WATER TABLE. FOR INDIVIDUAL LOTS WHERE THE ACCEPTABLE TO THE DEPARTMENT IS PROVIDED. FINAL APPROVALS ARE NOT OBTAINED WITHIN ONE YEAR OR IF APPROVALS HAVE EXPIRED,NEW PRIVATE WELLS ARE REQUIRED TO HAVE A COVENANT PLACED UPON ALL PARCELS. co e, Tl SALTWATER INTERFACE 15 ENCOUNTERED LE55 THAN 40 FEET BELOW THE WATER TABLE,THE WELL TABLE 3 - WATER TREATMENT ANALYSES OF ALL TEST WELLS MAY BE REQUIRED. 2. THE QUANTITY OF FRESH WATER IS LIMITED DUE TO THE PROXIMITY OF SALT WATER. INSTALLATION OF DEEP WELLS OR WATER TREATMENT REQUIRES SPECIAL COVENANT * 14' �j H ITHOUT A VARIANCE FROM THE DEPARTMENT a- k" ` SCREEN MAY BE INSTALLED AT A SHALLOWER DEPT (W ) LANGUAGE.A COMPLETE SET OF ALL WATER ANALYSES EXECUTED COVENANTS TITLE � �:' 6.. � PROVIDED THAT: §406.4-12(13) SPECIFIC TEST WELL REQUIREMENTS FOR REALTY 5UIBDIVISLONS WATER QUALITY PARAMETERS MUST COMPLY WITH THE MAXIMUM CONTAMINANT LEVELS(MCLS) CERTIFICATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGAGE HOLDERS MUST w WATER QUALITY PROBLEM TREATMENT CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY GORE,EXCEPT THE COMBINED IRON AND BE SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO Z - .. �J'' -Z' I. THE TOP IZ THE WELL SCREEN 15 AT LEAST 10 FEET BELOW THE WATER TABLE,AND FOR REALTY SUBDIVISION APPLICATIONS(5 LOTS OR MORE), THE DEPARTMENT WILL SPECIFY THE FE = 0.3 O.qq MGIL 12 3 4 MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED I.O MG/L. INDIVIDUAL LOT TEST WELLS RECORDING. COMPLETE IN5TRUGTION5 AND MODEL COVENANTS MAY BE OBTAINED X00 07 3 �'`; 2. THE HORIZONTAL SEPARATION BETWEEN THE WELL d ALL LEACHING POOLS 15 AT LEAST 150 FEET. TEST WELL LOCATIONS. ONE TEST WELL 15 REQUIRED PER 10 ACRES OR 10 SUBDIVI510N LOTS,WITH A MN = 0.3 - O.qq MG/L I,2,3 MINIMUM OF 2 TEST WELLS FOR ANY SUBDIVISION. TEST HELI 5HIALL BE INSTALLED IN WHICH MEET MCLS,WITH THE EXCEPTION OF IRON AND MANGANESE UP TO A GOM13INED FROM THE DEPARTMENT. LEC-END5 REGARDING COVENANT LANGUAGE MUST APPEAR �R 07 4 A�,,r/ FE + MN = 0.3 - O.g4 MG/L I,2,3 CONCENTRATION OF 5.0 MG/L,MAY BE APPROVED PROVIDED THAT WATER TREATMENT 15 INSTALLED ON ALL REALTY SUBDIVISION AND DEVELOPMENT MAPS. �I -- �N &406.4-5 CASINGS.SCREENS.DROP PIPES t WELL SEALS CONFORMANCE WITH THE GENERAL REQUIREMENTS INCLUDED IN §406.4-12(A). FE = I.O - 5.0 MG/L 2,3,4 AND APPROPRIATE COVENANTS ARE FILED (SEE §406.4-q TREATMENT AND §406.4-15 =--'�, ALL WELLS MUST BE INSTALLED VERTICALLY. THE APPLICANT MUST RECEIVE PRIOR APPROVAL FROM � - 10 - 5.0 MG/L � 2,3 i COVENANTS). THE DEPARTMENT BEFORE PROCEEDING IF A VERTICAL WELL 15 NOT POSSIBLE. - WATER ANALY5E5 FOR INORGANIC GHEMIGAL CONTENT,VOLATILE ORGANIC COMPOUNDS,AND P406.4-Ib CERTIFICATIONS JEFFREY T. BUTLER, P.E. FE + MN = 1.0 - 5.0 MG/L 2,5 PESTICIDES MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS(MCL15) THE APPLICANT MUST PROVIDE THE DEPARTMENT WITH A DOPY OF THE LONG TABLE 2 -SEPARATION DISTANCE t WELL DEPTH NITRATE = 10 - 20 MOIL 5,6 CONTAINED IN PART 5 OF THE NEW YORK STATE 5ANITARY COPE,EXCEPT AS L15TED BELOW. IF WATER QUALITY PARAMETERS OTHER THAN IRON AND MANGANESE EXCEED MGLS,AS, 5HOWN BY 15LAND WELL COMPLETION REPORT SUBMITTED TO THE NEW YORK STATE Q CHLORIDE > 250 MG/L 6 DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED WELL SCREEN THE DEPARTMENT'S ANALYSIS,THE U5E OF A PRIVATE WELL WILL NOT BE APPROVED. IN SUCH CASES, DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THE REPORT MUST • " -I THE SAME DAY) AT O .VOGS OR ALDICARB EXCEEDING 5TANDARD5 1 ITHE ARITHMETIC MEAN NITRATE GONGENTRATION OF ALL kELL5 TESTED ( N THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: INDICATE: A LOG OF THE WELL;THE STATIC WATER LEVEL IN THE CASING;THE P4 O TABLE BELOW GRADE HORIZONTAL SEPARATION DEPTH BELOW WATER TABLE DEPTH TO THE TOP OF THE WELL SCREEN FROM THE LAND SURFACE;THE Q � CD < 100 FEET 100' 40' TYPES OF TREATMENT THEIR FINAL SCREEN SETTING SHALL NOT EXCEED 6.0 MILLIGRAMS PER LITER(MG/L),AND NO I. EXTEND PUBLIC WATER TO THE LOT,OR DEPTH OF THE SALTWATER INTERFACE (IF ENCOUNTERED) WELL MATERIALS � v � CIO, 10' I. POLYPHOSPHATE FEEDER WELL MAY EXCEED THE NITRATE MGL,AND 2. CHANCE THE WELL DEPTH (A MINIMUM DEPTH OF 40 FEET TO THE TOP OF THE WELL SCREEN MUST LENGTH5 AND DIAMETERS(CASING,5GREEN,AND DROP PIPE);TYPE AND O 80' 100' 2. ION EXCHANGE (WATER SOFTENER) II.THE CHLORIDE CONCENTRATION SHALL NOT EXCEED 100 MOIL IN ANY WELL,AND 10' 130' III.THE COMBINED IRON AND MANGANESE CONCENTRATION SHALL NOT EXCEED ID MG/L IN ANY BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALYSIS,OR MODEL PITLE55 ADAPTER;PACKER MATERIAL, IF USED;PUMP (� 0) }- 65' 145' 3. POTASSIUM ILTRAN6ANATE/FILTRATION 51ZE AND TYPE;PUMP LOCATION AND DEPTH FROM LAND SURFACE;DRILLING 1 Fj ---1 Z - ID 4. OXIDATION/FILTRATION �-L• 3. RELOCATE THE WELL AND REPEAT THE COMPLETE WATER ANALYSIS(A MINIMUM DEPTH OF 40 - �-+ LL FEET TO THE TOP OF THE WELL SCREEN MUST BE MAINTAINED). METHOD;AND WELL YIELD. THE REPORT MUST AL50 ATTEST TO ANY OTHER It ---1 100 TO 200 FEET 100' 40' 5. DISTILLATION IF WATER QUALITY FAILS TO MEET THE 5TANDARD5 ITEMIZED ABOVE,THEN THE USE OF PRIVATE 4. IN SHORELINE AREAS,WHERE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS, THE TOP WORK PERFORMED, INCLUDING: DEPTH,MATERIAL AND DIAMETER OF THE 1 I O (� 6. REVERSE OAM0V5 WELLS WILL NOT BE APPROVED. THE ALTERNATIVES I THROUGH 6 L15TED IN TABLE 4 ARE AVAILABLE OF THE WELL SCREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW THE WATER TABLE WELL LATERAL;51ZE AND TYPE OF STORAGE TANK,TYPE,MAKE AND MODEL N � W D I Z } 90' CD Lu � 60� 1. GRANULAR ACTIVATED CARBON* TO THE APPLICANT TO PROCEED WITH THE PROPOSED REALTY 5UBDIVISION. PROVIDED A MINIMUM DISTANCE OF 150 FEET 15 MAINTAINED TO ANY LEACHING POOL,AND ALL OF WATER TREATMENT UNIT,AND,WATER SYSTEM DISINFECTION. INFORMATION I F- O N () Z O 10' 100' OTHER REQUIREMENTS OF THESE STANDARDS ARE MET. MAY BE LISTED ON THE REVERSE OF THE REPORT,OR ADDITIONAL 5HEET5 (Z/ 2 O (Z/ 'GAG TREATMENT MUST COMPLY WITH APPENDIX 15-B OF PART 15,TITLE IO OF THE NEW YORK MAY BE ATTACHED. THE REPORT MUST BE 516NEP IN THE APPROPRIATE O W v -- '< Q.. 65 I10 STATE HEALTH DEPARTMENT ADMINISTRATIVE RULES AND REGULATIONS(AVAILABLE FROM THE TABLE 4.ALTERNATIVES WHEN TEST WELL WATER QUALITY IS UNS,ATISFAGTORY PLACES BY A LICENSED WELL DRILLER AND/OR PLUMBER 9 Q. 0 O < IL > 200 FEET 100' 40' DEPARTMENT). IN THE EVENT THAT THESE ALTERNATIVES DO NOT PROVIDE ACCEPTABLE WATER QUALITY,OR DUE TO (1) EXTEND PUBLIC, WATER TO SERVE ALL PROPOSED LOTS,OR THE DEPARTMENTS KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE CERTIFYING ALL WORK PERFORMED BY EACH. O M O Ca q0' 50' DEPARTMENT MAY ALLOW THE APPLICANT THE U5E OF A PRIVATE WELL WITH AN APPROVED WATER a 0Y SO' 60' PROGEDURE5 FOR NEW GON5TRUIGTIONTREATMENT DEVICE, PROVIDED ALL OTHER REQUIREMENTS OF THESE STANDARDS ARE MET,AND THE .4- APPROVAL O (2) CONSTRUCT AN ON-SITE COMMUNITY HATER SYSTEM MEETING ALL 540611 FINAL APPLICABLE NEW YORK STATEW - 10' 10' AND SUFFOLK COUNTY STANDARDS,OR APPROPRIATE COVENANTS ARE FILED (SEE §406.4-q TREATMENT AND §406.4-15 FINAL APPROVAL OF PRIVATE WATER 5Y5TEM5 FOR NEW CONSTRUCTION WILL z � Q/ Z 6 65' 15' 5406.4-10 INTRODUCTION COVENANTS). BE ISSUED UPON 9UBM155ION OF ALL REQUIRED DOCUMENTATION, INCLUDING: LLJ < Z uy CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR NO PERSON MAY G01d5TRUGT A PRIVATE WATER SYSTEM TO SERVE NEW GONSTRUGTION WITHOUT FIRST (3) RECONFIGURE THE 5UBDIV1510N 50 THAT ALL LOTS ARE GREATER THAN 5.0 ACRES. NO A5-BUILT SURVEYS,WATER QUALITY ANALYSES,COMPLETION REPORTS,WELL u } --I J O PLASTIC HAVING APPLIED FOR AND RECEIVED AN APPROVAL FROM THE DEPT.AN APPROVAL TO ADDITIONAL TEST WELLS ARE REQUIRED FOR SUBDIVISION APPROVAL. LOTS MUST BE GOVENANTED X4-13 WATER QUALITY ANALYSIS DRILLER CERTIFICATION,AND COVENANTS WHERE REQUIRED (5EE w W m Y O m (V CONSTRUCT WILL BE GRANTED ONLY WHERE THE DEPARTMENT HAS MADE A DETERMINATION THAT NO A6AIN5T FURTHER SUBDIVISION,UNLE55 WATER 5ERV16E FROM A COMMUNITY SUPPLY 15 PROVIDED, WATER QUALITY OF ALL PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION MUST BE TESTED,AT THE DEPARTMENT BULLETINS FOR INFORMATION). FINAL APPROVALS WILL BE W 2, 1- W O - MEETING STANDARDS OF THE NATIONAL SANITATION FOl1NDATION(NSF) AND THE AMERICAN PUBLIC WATER 5UPPLY 15 AVAILABLE'(SEE §406.4-11 ACGE55 TO PUBLIC WATER). OR APPLICANT'S EXPENSE,AS A CONDITION FOR RECEIVING FINAL APPROVAL FROM THE DEPARTMENT. INDICATED ON COPIES OF THE FINAL SURVEY,WHICH MAY BE SUBMITTED TO SOCIETY FOR TESTING AND MATERIALS(ASTM). THE SAMPLING AND ANALYSIS MUST BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY THE MUNICIPAL BUILDING DEPARTMENT AS PART OF THEIR REQUIREMENTS TO = J } 'J N O O WELL SCREENS MUST BE CONSTRUCTED OF NON-GORRO51VE MATERIALS;5TAINLE55 STEEL 15 APPLICANTS ARE REQUIRED TO FOLLOW THE PROCEDURES SPECIFIED IN THE APPROPRIATE (4) DEEPEN TH05E TEST WELL(5) THAT EXCEED THE DEPARTMENTS WATER QUALITY 5TANDARD5 (LISTING AVAILABLE FROM THE DEPARTMENT). OBTAIN A GERTIFIGATE OF OGGUPANGY. Q W L j � m - t- DEPARTMENT BULLETIN FOR SINGLE-FAMILY RESIDENTIAL CONSTRUCTION,OR OTHER THAN AGGORDING TO OPTIONS A,B,OR G L15TED BELOW. � � (In < O O PREFERRED.SCREENS MUST BE SECURELY ATTACHED IN THE CASING. THE USE WE LEAD PACKERS IS SINGLE-FAMILY RESIDENTIAL GON5TRUCTION. THE APPLICANTS PLAN MUST INDICATE THE LOCATION OF THE LABORATORY MUST CERTIFY THAT THE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY, §406.4-Ib VARIANCES . PROHIBITED. SCREENS MUST BE A MINIMUM OF 3 FEET I1Jl LENGTH. TWO INCH I.D. WELLS GREATER ALL GE55POOL5,5EPTIG TANKS,WASHING MACHINE ORYWELL5,SEWER LINES,STORM DRAINS,CATCH OPTION A.DEEPEN THE TEST WELL(5) FROM THE UPPER GLACIAL INTO THE MAGOTHY AQUIFER,AND NOT FILTERED OR TREATED BY ANY DEVICE. THE SAMPLE COLLECTION POINT,SAMPLERS NAME, THE SUFFOLK COUNTY GOMMI5510NER OF HEALTH SERVICES MAY,ON WRITTEN 13 THAN 150 FEET IN TOTAL DEPTH MU5T UTILIZE SCREENS THAT ARE A MINIMUM 5 FEET IN LENGTH. APPLICATION,GRANT A VARIANCE FROM A SPECIFIC PROVISION OF THESE > Z BASINS, DRAINAGE DITCHES,5UMP5,AND RECHARGE BASINS ON 51TE AND WITHIN 150 FEET OF THE REPEAT THE COMPLETE WATER ANALYSIS. PUMPING RATE,AND LENGTH OF TIME THE WATER WAS, FLOWING MUST BE NOTED ON THE LABORATORY W APPLICANTS PROPERTY LINES. FORM. AN UNUSED WELL AT AN UNOGGUPIEO NEW CONSTRUCTION MUST BE PUMPED FOR A MINIMUM OF 15 REGULATIONS IN A PARTICULAR CASE SUBJECT TO APPROPRIATE CQ 11-- DROP PIPES MUST BE CONSTRUCTED OF 5TAINLE55 OR GALVANIZED STEEL OR HIGH-DEN51TY PLASTIC CONDITIONS WHERE 50GH VARIANCE 15 IN HARMONY WITH THE GENERAL O Q OPTION B. DEEPEN THE TEST WELL(5) THROUGH AN AQUICLUDE OR CONFINING CLAY LAYER WHICH MINUTES,BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO SAMPLING. ALL � O 7 () (RATED AT 100 PSI AND APPROVED BY THE NSF FOR POTABLE WATER SUPPLIES). PLASTIC DROP THE DEPARTMENT WILL REVIEW THE APPLICANTS PROPOSED WELL LOCATION AS, INDICATED ON THE WOULD IMPEDE THE VERTICAL FLOW OF GONTAMINANT5,AND REPEAT THE COMPLETE WATER OTHER SAMPLES MUST BE COLLECTED IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF PURPOSE AND INTENT OF THE REGULATIONS,AND WHEN SUCH APPLICATION v PIPES USED FOR 5UBMER51BLE PUMPS MUST BE FITTED WITH TORQUE ARRESTORS. MINIMUM INSIDE SURVEY SUBMITTED.MODIFICATION OF THE WELL LOCATION MAY BE REQUIRED BY THE DEPT ANALYSIS. WELL LOGS OR OTHER INFORMATION SATISFACTORY TO THE DEPARTMENT MUST BE HEALTH SAMPLE COLLECTION PROTOCOLS FOR POTABLE WATER OR THE APPLICABLE USEPA FOR A VARIANCE HA5 BEEN CONSIDERED BY A REVIEW BOARD APPOINTED DIAMETERS FOR DROP PIPES ARE: PRIOR TO 1550IN6 AN APPROVAL TO CONSTRUCT. A TEST WELL MAY BE REQUIRED FOR ANY SUBMITTED WHIGH VERIFY THE PRESENCE OF AN AQUIGLUDE. METHODOLOGIES. BY THE COMMISSIONER. THE COMM155IONER MAY I. 1.25 INCHES - SUCTION LINES FOR SUCTION-LIFT AND JET PUMP SYSTEMS; INDIVIDUAL LOT WHERE THE QUANTITY'OR QUALITY OF THE WATER MAY BE QUESTIONABLE (SEE IMP05E MORE STRINGENT REQUIREMENTS IN A SPECIFIC, CASE,WHEN §406.4-120)). OPTION G. DEEPEN THE TEST WELL(5) A MINIMUM OF 40 FEET TO A DEEPER SEGMENT WITHIN ANY NECESSARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY OF SAMPLING NECESSARY,TO INSURE A 5AT15FACTORY WATER SUPPLY. PA(5E7:---- 2. 1.0 INCH - PRESSURE LINES FOR JET PUMP 5Y5TEN15,AND THE SAME AQUIFER WHERE CONTAMINANTS MAY NOT BE PRESENT,AND REPEAT THE COMPLETE EXTENDED PUMPING TO REDUCE IRON CONGENTRATION5 OR OTHER CONTAMINANTS 15 NOT APPROVAL BY THE COW155IONER OF HEALTH I DEPARTMENTAL APPROVAL TO GON5TRUGT WILL BE INDICATED ON COPIES OF THE PRELIMINARY WATER ANALYSIS. PERM155161 F ON THE DAY OF SAMPLING. `_ � 3. I.0 INCH - DROP PIPES FOR SUBMERSIBLE PUMPS. SURVEY,WHICH MAY THEN BE SUBMITTED AS AS,PART OF THE APPLICATION FOR A BUILDING PERMIT TO ANALY515 OF THE GHARAGTERI5TIG5 LISTED IN TABLE 5 15 REQUIRED, SECTIONS 406 AND 401,THE FOREGOING ARE REGULATIONS FOR PRIVATE IN ACCORDANCE WITH SUFFOLK COUNTY SANITARY CODE ARTICLE 4, �,. '' THE LOCAL MUNICIPAL BUILDING DEPARTMENT. I AND THE LABORATORY MUST WATER SYSTEMS APPROVED BY THE SUFFOLK COUNTY COMM155IONER OF `" CLEARLY NOTE THOSE PARAMETERS FOUND TO EXCEED NEW YORK STATE DRINKING WATER MCLS OR o ; HEAHEALTHGUIDELINES. THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS AT ITS H - SERVICES. THESE REVISED REGULATIONS ARE EFFECTIVE JULY I, Igg2. 4 c+1: 11, DISCRETION. FOR EXAMPLE,ANALYSIS FOR CERTAIN PESTICIDES,SUCH AS ALOIGARB OR OACTHAL, REVISED 3/31/03 a_ MAY BE SPECIFIED cw of 4,, -- ;-- _ _ -_ J PROP. STORM DRAINA5E GALG: 1?.- �,+:.;..: ','•'a':'t" =Duckrindtoln, Ah'/ Y SYSTEM E3 ' "''`- - P 5ANITAR PROP, = x RAINFALL x COEFFICIENT ZONING INFORMATION: TARP SY��=_ VOLUME AREA P. SAKI , , YIELD GALLS: SANITARY SYSTEM B -(DEDICATED TO HUMAN WASTE) ,..rW SAN D TO ANIMAL BOARDING) _ PROP. HORSE BARN t PORCH = 2,016 SQ.FT. AGRIGULTURAL GON5ERVATION 'A-G': FRONT YARD SETBACK;60 MIN G�NITARY SYSTEM A -(DEDICATEE) PROPOSED HORSE BARN = 112b 50.FT. ALLOWABLE FLOW(DENSITY): �„Uc,I{ ppl�I AREA IN HORSE BARN PROP.BLDG AREA = 1,128 SQ.FT. PROF.PRK6 t MANEUVERING AREA = 3114 SQ.FT. LOT AREA: 80,000 SQ.FT.MIN. EXISTING: 100.2' - r9 GROUNDWATER MANAC�NtENT ZONE: IV n- RAINFALL = 2"/HR. = 0.16T PROPOSED CAPACITY = 4 HOR5E5 _ 51TT= = 600 GPD/ACRE _ STRUCTURE USE: GENERAL INDUSTRIAL = 0.04 6PD/5F100.2' t ALLOWABLE FLOW FOR BARN - 1,128 SQ.FT. COEFFICIENT OF ROOF L0 - EXISTING: 993,651.82 SQ.FT. (22.SIAG) PROPOSED: 231.1 :r,:•,_,.,,, -.,'-;•;��,; o PROPOSED: NO CHANGE 'P PROPOSED HORSE ' e�hgr 51TE AREA = t22.b1 ACRES(t9g3i651.82 S.F) HORSE BARN = 0.03 GPD/SF PLUS 10 GPD/STALL COEFFICIENT OF GRAVEL AND ASPHALT - I.0 c ,p REST ROOM: SIDE YARD SETBACK: 20' MIN ,� 99 20 25 (boo GPD/AGRE)(t22BI ACRES) - 13,666.0 GPD ALLOW® 0.03 GPD x 1,12b 50.FT. = 51.84 GPD 1,128 5Q.FT.o A4 6PO/50.FT. = bq.12 6100 FLOW FLOW = O.0 G.P.D. Ip Epp = 40.0 GPD _ STORM DRAINAGE SYSTEM No.l LOT WIDTH; 115 FT MIN. EXISTING: 121.1 20 1 EXISTING 4 HORSES X TOTAL REQ'D FLOW - 661.12 6100 1 REQUIRED FLOW = 5164 GPD + '40.0 GPD (PROP HORSE BARN) EXISTING: 602.63 FT PROPOSED: 121.1' E 1133' 3 30 25 \ TOTAL PROP05B7 SITE SANITARY FLOW(DENSITY): TOTAL REQ'D FLOW = 61184 GPD PROPOSED: NO CHANGE SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW 2p16 5.F. X 0.161' X 1.0 = 336.61 GUPT. Sys REQ'D FLOW FOR SITE = VOLUME REQUIRED = 336.61 CU.FT. SIDE YARD SETBACK CUMULATIVE: Otis TL.PROP.SAN FLOW = SY5. 'A' + 5Y5. 'B' SEPTIC TANK, REQUIREMENT = 2X DAILY FLOW 661.12 GPD X 2 - 13624 GPD LOT DEPTH;250 FT MIN. 45' MIN �o �, S _ LEACHING POOL: REQUIREMENT = FLOW/ 15 USE: @� o^/ - . ,�� 'irgp °0 1 g1.84 6PO + 661.12 6PO = 160•gb 6PO g184 6100 X 2 = 183.68 6PO- bq.12 6PO / 15 = 46.08 S.F. (1)b'Q X b' 01? LEACHING POOL EXI5TING: X52.51 FT EX15TINO: 623.1' LEACHING POOL. REQUIREMENT - FLOW/ IS F ys ,.::f•r>. x, q,�'yv^o��e ��, e�y� on `�^¢-, TL PROP.SITE SAN.FLOW(DENSITY) = I bO.gb GPD VOLUME PROVIDED = 331.82 GU.FT. PROPOSED: NO CHANGE PROPOSED: 623.1' b 1035' ° w"terviue �`O ? SITE 2F Cat�h.G.� �Ror .,� toa LOCATION USE THE FOLLOWING 5TRUCTURES FOR SAN.5Y5. 'B': REAR YARD SETBACK: 15'MIN eM j pr '�%' 30 9164 GPD/ IS = 6123 S.FJDAY LIVABLE FLOOR AREA: 850 S.F. ^�s x �� 1 O% %r�9hrq� \ \ t t (1) 1,200 GALLON SEPTIG TANK(b'(PX4'LD) WITH �jORM DRAINS SYSTEM No.2 cn r9 `, USE THE FOLLOWING 5TRUGTURE5 FOR SAN.5Y5. A. (2)b'� x b' EFF• DEPTH LEACHING POOL 0300 S.FJ (PROP.PARKING AND MANEUVERING AREA) (S.F. PER DWELLING UNIT) EXISTING: 1556.1' (1) 1,200 GALLON SEPTIC TANK(8�X4LD) WITH 6� ": 3174 S.F. x 0.161 x I.0 = 530A6656.114 _ w 6 POOL(300 S.FJ MINIMUM GOMMERGIAL SYSTEM EXISTING: WA PROPOSED: 4835 1 x215 DEPTH LEACHIN VOLUME REQUIRED - 530.06 GU-FT- 6 �k6 s� {2) b'� X b' EFF. PROPOSED: N/A `S3 *+� GOMMERGIAL SYSTEM"• ; �y MINIMUM o % '• .:� I J' LEACHING POOL � BUILDING HEIGHT 35 MAX. 0 9 (I)8 Q x 13 DP LEA �_� eO ° � ;�'a^ = - _�`x•;,t,.x,-�.: = 48.12 GU.FT. '0! VOLUME PROVIDED 5 EXISTING: UNKNOWN , EXIST LLJ PROP05ED: t2b > t: w' M NOTE:<. ^rC: Marratookf ion !.() _ .� E' New Suffdle 4'` ><<iry INTERCONNECT DRAINAGE SYSTEMS AS SHOWN M.ttituck � STORIES;2y2 MAX. ;`. ° . t• EXISTING: I STY y'`'n 1� -Kim. en.hint C0 I � N I � I �,e PROPOSED: NO CHANGE KEY MAP 55-- � LINE / SYMSOL LEGEND NOT TO SG ALE I EXISTING b� 9�`° FOR WORK IN THIS AREA: . � � y^e pRpPERTY LINE PARKING SPACE � H.G. PARKING SIGN "NO PARKING PR01''OSED SITE PLAN: ' "Open Field SEE 'ENLARGED PLAN' - PROPOSED SANITARY, SETBACK LINE - ' FINI5IIED FLOOR ELEVATION F.FL.EL. _ (sem DETAIL THIS SHT) ANYTIME" SIGN SUFFOLK COUNTY,NEW YORK 19>4 STORM AND DOMESTIC WELL(THIS DWG), EX15TING To BE TEST HOLE ? ALVAH'5 LANE CUTCH06UE,NY S.G.T.M. 600-81-0I-205 // I .. TOWN OF RIVERHEAD 51TE AREA: tgg3,b51b2 sq.ft.022.b1 A0 xla o SEE 'PROPOSED LIGHTING PLAN', SEE DWG No.3 rzEMavE°�REL°GA7E° ��O WATER --W � SANITARY SEWER 55 �j, COV E_AGE CALCULATIONS- EXI5TIN6 PROPOSED 25 STORM DRAINAGE 5D SD PUMP IIOUSE 1101 S.F. N.G. HORSE BARN 112b S.F. FENCE PORCH(6'OPx4b'L6,2bb 5.F) 2bb S.F. c5? Q .o \ B SILT FENCE 9�r� F • \ V Bras ger � EXISTING CONTOUR -� �_ � TOTAL BUILDING AREA: 2,111 SF. PROPOSED CONTOUR � ( ' LOT COVERAGE: /- v EXISTING: 0.010%(101 5F) �0 EXISTING ( r \ 9po EXISTING GRADE x6.0 PROPOSED: 0221 (2,111 5F) �� QucyOc/ �^ .\�-l0 "Open Field' J\ C„o PROP05ED GRA7E5 x6.0 -I4 r Cn ��6 lip) �Q`�Cc ,,{�, PROPOSED LOCATION bF I (/� m "/ 30 lq SIl•E PLAN BASED ON ORIGINAL SURVEY BY: O N\ryj �, q N JOHN G. EHLERS,LAND SURVEYOR, 25 �t�per`' wnlaE sroR,�sE B c / ��< NPI G L P ARsKG INO DETAIL .ON XALE 0'0 - EXISTIF6 CONTOUR TO 1 '9� I Q�e i I. HORSE BARN STRUCTURE BY OTHERS. NY5 LIG No.50202 r 30t BE RteED SEE MORTON BUILDING FOR INFORMATION. 6 EAST MAIN STREET RIVERHEAD,NY IIg01 N PROP05ED PARrJ PARKING CALCULATION: SURVEYED: JUNE 2014 P-4 � t' I AND MANEUVERINS AREA \ 1 e 50UfHOLD CODE: BY: ON 1 HORSE BARN 15 0 xlb.O �r�'4� BOARDINGHOUSE REQUIREMENT: OPO6RAPHIG,MAP- FIVE EASTERN TOWNS .� O l I \ 25 9Gs�� of NEW YORK CITY I SPACE PER 6UE5T ROOM(STALL) IN CREATED BY: LOGKWOOD,KE55LER AND m jC D' BARTLETT,INC. `p Q ,,� � b\ r9�s &LONG ISLAND ADDITION TO RESIDENTIAL REQUIRB�fEh1T5 5T� b� O 6o LP q DATED: Ob-12-15 X Z lL / •O b. •ETF• JP \ 1/0" s 6 800 272 4480 1 811 4 SPACES(4 STALLS) +2 SPACES(SINGLESHEET No.E38-35 FAMILY RESIDENCEVERTICAL DATUM: MEAN SEA LEVEL OF Ig2q O LP+ e^o 6www.dignetnycli.com�8q O ti .� ,ti►� Sj 'S /�` US c �1 0 ti0 \ or TL SPACES REQUIRED: b APPLICANT/OWNER: Q = r0 \ /- J <9' (forthestates) TL SPACES PROVIDED: b18BELLE RIPER PROPERTIES,LLG 6 o O / 0`�� 6RADE TO PITGFED \ \ \ l -- INCLUDES(U HANDICAPPED SPACE ., � � N I I NOTE: � � �O ���' �`'�'� Al!IAY By law,excavators and contractors working in the / 1 THERE ARE Al0 STORM WATER DRAINAGE \�- ��• BUILDING FOUND ON/- \ \ i five boroughs of New York City and Nassau and \ IEXISTING GONG. lr / c Suffolk Counties on Long Island must contact 'd� r t. r . ' SYSTEMS EXISTING OR PROPOSED WITHIN PUMP 1f0 �s�q^9e DigNet, 1-800-272-4480 or 811,at least 48 hours Oc Q���c�0 QG��rso 20'OF ANY PROPOSED SANITARY SYSTEMS m REMAIN I ' \ but no more than 10 working days(excluding / ou, c "0 r � >\ ~- \ � �2 �j � \ weekends and legal holidays)prior to beginning c � Q �� 'S NOTE: (T , •• any mechanized digging or excavation work to / �O�aQ-°�c�� / SF�rc�, THERE ARE NO POTABLE WATER WELLS WITHIN I I ensure underground lines are marked. Q r ' �is�oy ANY EXISTING AND PROP05ED SANITARY SYSTE \ o xlbO \ \ Excavators and contractors can also submit 0 GoTo locate requests online,through ITIC.If you do not S�AS�T �� 1 \ \ I Subject to x10.0 25 currently use ITIC, please call 1-800-524-7603 / / � \ Development Rights o r° � PIZnPfX,Fn PARKNB/MANEiNFRIN6 AREA ENGINEER: 1 Town of SouUiold �o� for more information. ,� rsTs�o HANDICAPPED SPACE AND ASSOCIATED LOADING • 25 22x11 Acres / S / To <(j 5PAGE 5HALL BE ASPHALT PAVED I \ For safety reasons, homeowners are strongly F NEW Y%� Al.br ` \ �'�i BALANCE OF PARKING AND AVEL ERING AREA encouraged to call as well when planning any L,!'1�c. �� �L �� B ,c�� t type of digging on their property.Homeowners / 5TORM DIMIN,��SYS, NO2 TL A 114 S.F. Q� Q � o .�� \ EXISTING r / can contact us directly at 1-800-272-4480 or by (PARKING AND MAMMTM ING AREA) Open" Field, It> \ c- � calling 811,the national call before you dig 1 Imo; (I) "Xl3' DP L.P. (50 Z 2) / U number. For excavation work completed on 1 'S��� 25 \ •�.� / \( personal property,it is the contractor's /9. b. I yT responsibility-NOT the homeowners-to contact ' PROP LIMIT OF DISTURBANCE \A Jd \ '�, Ito, DigNet. Having utility lines marked prior to (APPROX 21 10 SF.(0.50 AG) 6 / SILT FENCE BARRIER 025, p70-- � :.. Pol � r� l20 / 't} digging is free of charge. � 7,.b�Q,: ::::.:.. (SEE DETAIL,DWG NO-2) F \� 10* � ...:.......:.:.. ON t 2�� :,.✓ T ............... . ... JEFFREY T. BUTLER, P.E. /S •\ ' nq f DRAINAGE INLET PROTECTION Mon Md, I / o'.... .:: •. � PROPOSED 5Y5TEM�BEYUTILIZED FOR Q (T(P OF 2,SEE DETAIL ON DWG Not) 6�•.•.•:.... a X :;: 3. ANIMAL BOARDING,MIN COMMERCIAL SYS'" ,� b. 0�j� �� 200 / ,A ��j \ � " ����0 ST IfSME SYS.No.l ,�'•; .I : I - 18 DIA�x 6' EFF. DEPTHIC TANK(�EAGHING POOLS w/ O Ln BARN PORCH I I \N EP J 2 I- I- ,� 'b /o, � lx� J. (HORSE AND ROOF) � -7 � tp0 O\ �� �' U5E: (1) bOxb DP L P. (SDI) °, ` NOTE EXPAN510N 6 / �y la �j LY F.FL.E1 LP( v �� \ \ h\0 I NOTE: FUTURE EXPANSION POOLS MUST BE THE SAME SIZE • � �' .` I A 21.5' o AND DEPTH AS POOLS APPROVED FOR SYSTEM 25 � .�ti J' �j �0 6 �-25- BARN ARF1, = 1,128 SQ.FT. Ra', .I A o ' f° TEST HOLE LOCATION Z _ 20 `�° 0`�a �OF� Q� \��• •\'�' PORCH AREA = 28b 5Q.FT. �° p = p ;,� LP U- r r y -I lD 'h 4 PROPOSED HORSE STALLS, I U. 01 NOTE: MAXIMUM 5RS GRADE CHANGE W O �- Q t3:x v �O �� v°� I �7 REST ROOM,BATH 4 ro, oma ' `�LP WITHIN 20'OF ALL SEPTIC 5Y5TEM5 . . W 0 CJI- m } t0 /O O HORSE WASH DOWN AREA � ��'y ST o1LP t°.EP fOr/�� �` OO Sia / O \ `' 2 o c A� c\ 100'OFFSET / Zj O Q < �FOQJ`�Jia ��Oc 0� FROM PROP.LINE o ' � v O ` �-PRr>Pr =2 SAwrARY SYS O ��� PO a�Cir \ / /.A FSO pp r \� c *#PROPO5ED 5Y5TEM SYS" BE UTILIZED FOR HUMAN WASTE, a Q Z �� � �.� 0c ti° ' ��� MIN COMMERCIAL 5 LY p . �� \ I - 1200 GAL SEPTIC TANK(8'�X4'LD) 11.1 < :z °ti ` 00 �` GE ! 2 - b' DIA. x b' EFF. DEPTH LEACHING POOLS w/ Ew..I x275 Oc\� PROPOSED V0 WATER LINE INSTALLATION � 1 50% EXPANSION 6 Oc��'10 `�/ REGIUIREMENTS ON DWG No 2 3 NOTE: FUTURE EXPANSION POOLS MUST BE THE SAME SIZE AND Z w O Oc`��t�c0y `� co�0 I DEPTH A5 POOL5 APPROVED FOR 5Y5TEM O TE5T HOLE c0 Vi\6A �'� o w � tt1 / I BY: McDONALD 6E05GIENGE C EXISTING CONCRETE PUMP N � r TO REMAIN(FOR BOX 1000 SOUTNOLD,N.Y. 119-11 �°��`�Q`��� I I ,�j LL j� I `� '^ O 1 IRRIGATION PURPOSES) � O O b31-165-3611 SITE / DATES JULY Ib,2014 1 1 ��� 6RADE•21A r \50 / QZ CD GROUND LEVEL 0' 100 50 O 100 200 300 400 / s/X� / „�p05� I \ MIXED SAND t LOAM I = 3 ��M GRAPHIC SCALE loo'-O" 0 cl EL.205' 05'BELOW GRADE NOTES: I I I EASTERN TOWNS TOPOGRAPHICAL MAP OWN AND PALE I.ELEVATIONS ARE REFERENCED To FIVE BR BROWN FINE TO EX15TING ELEVATIONS ARE SHOWN THUS: 25.0 tiR�� PROP05M 14 LI \ MEVIUM SAND I 1 FA ( `(SP) EXISTING CONTOUR LINES ARE SHOWN THUS: - 25 SEE DETAIL ON DWG No.2, \ � � I 1 6�0 � SEE INSTALLATION REQMTS ION DWG NO3 C EL.615' 14.4'BELOW GRADE o,6 \ WATER IN PALE 0 o 5 c BROWN FINE TO PLAN _ PROVIDE I" WATER 5ERVIGE TO PROP.HORSE BARN('K' COPPER MEDIUM SAND(SP) . PARTIAL SITE 1- �-� GRADE' PROPOSED SANITARY 5Y5 STORM WATER SYS AND DOMESTIC WELL T11B1NG)• SEE 'CBiB PRIV HAVE WATER SYSTEMS' (SHT 4). EL 4.0 I-r.o'BELOW d` � PROP ANY AND ALL HOSE BIBBS TO HAVE GHEGK VALVES. � ,�,, GF;OIINDWATER ENCOUNTEREDO f SCALE: 1" = 40'-O" RR BELOW SURFACE cf num apGt?n�/AI AREA: PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHI7EGT. V15UAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF AGGEPTANGE OF THESE RESTRICTIONS. 0 THESE DRAWINGS AND ACCOMPANYING,SPE GIFIGATI ONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR INSTALLATION REQUIREMENTS FOR. Screen Vented Well Cap SERVICE LINE FROM with Sanitary Seal SEE DRAWING No.3 FOR 36'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF Electrical Line P05T5 DRIVEN MIN.IV 14 1/2 6AU6E Wr MAX.b' PROPOSED PRIVATE WELL Sloped Away From Well 15' HEATH SERVICES-PRIVATE WATER INTO GROUND. �`'H 5F'AGING) Minimum In All Directions Water Line 2"X4" WOODS 9 SYSTEM STANDARDS (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) � Submersible 10'MAX. G. TO G. INSTALLATION OF SERVICES- Concrete 51ab 2' Min STAKE INSTALL PIPING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TO THE PROPOSED WELL.A MINIMUM I' 2 N In All Directions pump - SERVICE LINE 15 REQUIRED. 8 j Z A I'RI5ER ABOVE THE 6RWUO LEVEL AT THE WELL LOCATION WITH THE END CRIMPED. - X iji FABRIC : . ' . :'.: MF1,5l1REMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. NATURAL GRAPE I LEAVE -� 2. SERVICE LINE CORNERS OF THE BUILDING TO THE END OF YOUR PIPE AT EL. +19\�'\ T.O. WATER TABLE® EL.6.6' w KEN FROM TWO(2)NEAREST / �/. \ • \ T RECORDED GROUND KATE HEIGHT OF THE TA SHOULD BE 10 FEET AWAY FROM ANY OBSTRUCTION SUCH AS TREES,UTILITY FILTER OF THE PIPE AT THE WELL S/ (HUGHES 3. THE END Ib'MIN. POLES,DRAINAGE 5TRUGTURF5,AND SHOULD BE AT A LOCATION APPROXIMATELY OPPOSITE THE POINT OF o Excavation And � ° z ENTRY INTO THE BUILDING. °�o Excavation And a Compacted Ear Compacted Earthfill 4. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. r°s =II II- •o y ��v y �vO I �, �, 5. ALL OTHER UNDERGROUND UTILITIE5 MUST MAINTAIN A 10 FOOT CLEARANGE FROM WATER SERVICE. 3 - Electrical Line Frost Line O z ~ pFRSP1=GTIVF_ VIEW 5PECIFICATIONS 4" PVC Casing m 1 DROP INLET MRIED FABRIG 1. TYPE"K"SOFT COPPER TUBING,MIINIKH SIZE I' INSIDE DIAMETER. - WITH GATE 3b"MIN.FENCE POST--� 2. CUSTOMERS VALVE: FRAME A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. Pitless dapter I i � 3. PLASTIC PIPE SPECIFICATIONS: N A.PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS CAN BE INSTALLED FROM 11iE isc cr e WOVEN WIRE FENCE(MIN.14 1/2 6AUGE W/ T.O. WELL SCREEN A - b_ C S MAX.6'MESH SPACING)WITH FILTER CLOTH 3 BUILDING TO WITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE PROPERTY LINE MnT BE'K"SOFT EL. -3b.0' - `^ FLOW z COPPER TUBING. B.PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 P.5.1.(WITH BUR5TIN6 PRE55URE I.E. ® EL. 14 5' (f) 1'� WATT=R SERVICE LINE - _ _ z UNDISTURBED GROUND RATED AT LEAST TWICE THE WORKING PRESSURE) U5E: 1"� 160 P51 POLY PIPING C _ Packer G.PIPING REQUIRING JOINTS IN WIHIGH A CHEMICAL SOLVENT 15 UTILIZED IS NOT ACCEPTABLE.(BRASS - �� �-- GATHER EXGE55 COMPACTED 501L (,DUPL►NG5 ARE REQUIRED) Expansive Hydraulic RNEi 5 I I I I I z D.TWENTY(209 FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC PIPE. a - Cement Grout Or - Screen AT GO EMBED FILTER CLOTH O A MIN.OF b" IN GROUND. 4' SERVICE LINE INSPECTION PROGEDURE5� Bentonite Based Grout SECTION VIEW I. GALL THE NEW SERVICE DEPARTMENT TO REGUE5T AN INSPECTION VWK YOUR WORK 15 COMPLETED.(ONE SPG I I GST I ONS BU51NE55 DAY ADVANCED NOTICE 15 REQUIRED) Minimum Diameter Drill Hole CONSTRUCT I O 2. SOMEONE MUST BE PRESENT ON THE DAY OF IN5PEGTION. See Note 5 AP MAY BE USED FOR SHORT 3, IF REINSPEGTION 15 NECESSARY,A$25.00 FEE MUST BE PAID PRIOR TO THE REINSPECTION B.O. WELL EL. -41.0' 1.FILTER FABRIC, 5HALL HAVE AN E05 OF 44-55. BURL GON STI�UGT I ON 5 EG I F I GAT I ONS 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE SERVICE Water Line TERM APPLICATIONS. LINE. From Pump 2.GUT FABRIC,FROM A GONTINUOU5 ROLL TO ELIMINATE JOINTS. IF JOINT5 ARE NEEDED �N WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES 5. IF THE SERVICE LINE INSPECTION!PA55E5,THE END OF THE PIPE WILL BE PAINTED BLUE.IF SERVICE INSPECTION USE: 1.WD FAIL5,THE END OF THE 5ERVIGE WILL BE PAINTED RED. THEY WILL BE OVERLAPPED TO THE NEXT STAKE• OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR U"TYPE OR HARDWOOD. 6• PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAILS. 4"PVC TEST WELL,70 FT DEEP,1 HP, TYPICAL 3.STAKE MATERIAL5 KILL BE STANDARD 2" x 4' WOOD OR EQUIVALENT. METAL WITH A TO BE TO BE FA5TENED 5ECURELY TO WOVEN WIRE TYPICAL WELLHEAD 20 GPM FRANKLIN ELECTRIC 2.FILTER CLOTH 1. NO OTFI62 UTILITIES(E.6.GAS,E!LEGTRIG,GABLE N,ETC)SHALL BE BURIED IN THE WATER SERVICE TRENCH. MINIMUM LENGTH OF 3 FEET. FENCE WITH TIES SPACED EVERY 24"A7 TOP AND MID SECTION. WATER WELL 4.5PAGE STAKES EVENLY AROUND INLET 3 FEET APART B IR D DRIVE A WITH THE USE IOF FENCE SHALL BE WOVEN WIRE,12 I/2 GAUGE,6"MAXIMUM ME5H OPENING. NOT I : IF INSTALLING SEPARATE HOT-WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE INSTALLED. Not TO Scale SUBMERSIBLE PUMP,STATIC LEVEL @ 24' INCHES DEEP. SPANS GREATER THAN 3 FEET M Not To Scale WIRE MESH BEHIND THE FILTER FABRIC FOR:SUPPORT. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHA BE OVER BY 51X INGHE5 AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTEP X, 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT MIRAFI 100X,STABILINKA TI40N,OR APPROVED EQUIVALENT. 5HALL BE SECURELY FASTENED TO THE 5TAKE5 AND FRAME. oR APPROVED EQUIVALENT• Notes: 6.A 2" x 4" WOOD FRAME 5HALL BE COMPLETED AROUND THE CREST OF THE FABRIG 4,PREFABRICATED UNITS 5HALL BE 6EOFA5,EWIROFE%F-' MAXIMUM DRAINAGE AREA I ACRE 5 MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN I. Water well and pump installation shall comply with all applicable local and s a e FOR OVER FLOW STABILITY.MAX .��y DEVELOP IN THE SILT FENCE. regulations. • 2. Excavations and all other work shall conform to OSHA regulations. 3. Electrical wiring must comply with local codes and manufacturer's requirements. U O FILTER FABRIC U5,DEPARTMENT OF A.6RIGULTURE SILT NATURAL RESOURCES CONSERVATION SERVICE 4. Pitle55 Adapter and waterline may be installed above the frost line, only when the well � U.S.DEPARTMENT OF AGRIGIULVRE DROP INLET NA FENCE IS used seasonally. NATURAL REaOURGES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL rON5ERVATION 1- TMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501E t WATER CONSERVATION GoMMITTEE PROVIDE: WATERTI6HT,1N5EGT-PROOF ADJJ5TAI3LE AND LOCKING CAST IRON 5. W1;n an oversized drill hole i l constructed for the installation er the casing, the NEW YORK STATE DEPAR MMRVA PROTECTIONdiameter of the drill hole shall be a minimum of 3 inches greater than the outer r NEW YORK STATE 501E t WATER CONSERVATION GO FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPIGAU diameter of the casing or Coupling, whichever la greater. m MAINTAIN 5%MAX SLOPE FROM ETD6E OF 6. Go51ng diameter shall be sized so that the uphole, velocity i5 less than 5 ft/sec. swirw SYSTEM our 20'IN EACH DIRECTION 1. Minimum co5ing strength shall be determined as described in IL Practice Standard 642, p Water Well. m X �mA,R�TION DIST/tiNGE RFQUIRTS FOR BUILDING D' TRAFFIC SLABS i�YP) 8. The Screen shall be sized to permit water entrance at no greater than 0.7 ft sec. i�jG.I.DOVER 9. Pump intake shall not be placed Inside well screen. I'1 � 11! r n I:'Tr•- r.i,11116 GTDI I�.•n�F-S AN! - �TnfcFl���1 n (OTHER THAN RESIDENTIAL): G.I.COVER FC 11 GOVBZ 10. An airline, shall be Installed where the water level lies more than 250 feet below the Z FIN.FL. PROPOSED 6RADE N =215' =215' N - - ' ground surface. This airline can be composed of copper, polyethylene or galvanized O lei NTA SEPARATION 215TAKE5 FOR STORM DRAINAGE �EL-� LEAD HUNG POQI, •ELEV.215' PROPERTY LINE= 10'MINIMUM or TA.SLAB• 20'MIN tubing and shall have a Presto valve installed to allow the connection o an air � � PROPS or EL.20.01' _ _ I--_ _ -I T.O.SLAB o EL.19.66' BUILDIN65 WITH CELLAR= 10 MINIMUM _ _ _ - _ compressor. Airline must be airtight and its exact length must be documented. O � � SLAB= 10'MINIMUM of NEW YORK Cin wv w.call811.com 4'0 SDR 35 PVC, Y4 /LF. _ _ _ _ 11. The well cap shall be removable to allow for measurement of depth to water surface • 65 ON WATTLU BVILDSE 4'DIA.PVC,PIPE• I/b"/L.F. B.O.SLAB� F1.19A' or pressure. � � WATER SERVICE LINEMTERAL`/i"U`IN5= 10 MINIMUM &LONG ISLAND (for other states) Fl OW LRWE UNDERGROUND UTILITIES=5'MINIM 5Y5'AS IE=Ib.l1' 12. After construction is complete, the well shall be disinfected per local or state �/A SANITARY SEPTIC TANK- 20 MIN 5Y5 W,IE=lb. SYS'A':IE=11b5' 1, 5Y5'A5 IE=1135' ® ® ® ® ® ® r uirement5INIMUM �i� A'4480181151(5 8'1 IE=11b5' V SYS�':IE.=n35' SY5'A':IE=nn ® ® ® � ®SANITARY LEACHING POOL=20'M 00 232 :fl 4 4 SYS 8:IE=T1.0 6REA5E TRAP=20'MINIMA 4"0 HOUSE TRAP ® ® ® � PUMP STATION= 20'MINIMUM 5Y5'A': 10.15'•Y4'/Lf. =2b9"=0224' 1,200 GAL ® ® ® ® ® 4 4 ® m MANHOLE 120'MINIMUM 5Y5'B': 1525'•Y;/LF.=3•bl'=031b' SEPTIC,TANK ST 5Y5'A'= 2-11'•Y5,A-.F.=2.TI'=023' ® ® ® ® ® o PRIVATE WELLS=50'MINIMUM m the For safety reasons,homeowners are strongly 4•M� SYS V:33.15'•Yo'/L.F.=422'=035' b'0 x 6'EFF.DP. ® ® •• RETAINING WALLS= ' MINIMUM By law,excavators 2nd contractors working' BOT OF TANK B EL.13A2' lE/vGHIN6 P001_ GROUND)=20'MINIMUM five boroughs of New York City and Nassau and encouragedof digging onitheir property.Homeowners Q OF 2/SYS) FUEL STORAGE TANKS(BELOW Suffolk Counties on Long Island must contactF'RDVIDE: WATERTIGHT,iNSEGT-PROOF AD.IXTABIF AND LOCKING CAST IRON can contact us directly at 1800-272-4480 or by b O 3'GLEAN SAt�GOLLN2 , rv1T:l =pARATION DIST�WFS FOR STORM DRAT NA DigNet, 1-800-272-4480 or 811,at least 48 hours calling 811,the national call before you dig II BOTTOM OF P00L, FRAME AND COVER INSTALLED AT GRADE ONE2 EAC OPENING(TYPICAL) ^*h�Ar.HIN6 5TRl1GTl1RE but no more than 10 working days(excluding number.For excavation work completed on Z 5Y5'A' t 'B' �.ILO' ERt WATER SERVICE LINF5/LATERALS/MAINS=5'MINIMUM weekends and legal holidays)prior to beginning personal roe It is the contractor's UNDER5ROl1ND UTI =5'MINIMUM any mechanized digging or excavation workto P property,rtY, FINISHED GRADE ENGINE GREASE TRAP=5'MINIMUM ensure underground lines are marked. res ponsibilityaHOT the homeowner's-topr contact TER FOUND a EL.bb' Di Net Having utility lines marked prior 11=5T1iOLE: 6ROlRDWA 8" MIN TRAFFIC PUMP STATION=5'MINIMUM Excavators and contractors can also submit digging g digging is free of charge. _ 24" 24" o " _ �� l3EAWN6 TOP MANHOLE=5'MINIMUM locate requests online,through ITIC.If y SANITARY 5EPTIG TANK=5'MINIMUM current) use]TIC,please call 1-800-524-7603 20 MIN N v I 20' MIN _ co for more information. TICAL PARATIO 1ST FOR T RMDRAINA6E PROPOSED SEPTIC SYSTEM 'A' - ANIMAL BOARDING AND INLET; , Z VER 5E N D ANDES 5 0 LINES: SERVICE LINES= Ib'MINIMUM YSTME 'B' - HUMAN WASTE PROFILE � WATER� SEPTICS � SANITARY WASTE LINES= Ib'MINIMUM PROPOSED MINV DIA. 35 PVC, FLOW LINE MSDR 35 FLAG 2S� •P 0739 O��P (MINIMUM COMMERCIAL SYSTEM -TYPICAL) I b PIPE OR r PIPE OR O R O F E SE,\ NOT TO SCALE EGOVALENT - - j PITCHED MIN. MIN. :I BAFFLEWALL i Q PITCHED MIK AIN/IFT c>J X IN/I Fr -JEFFREY T. BUTLER, P.E. CAST IRON FRAME AND 6RATFJGOVE� Z 1' CAMPBELL 1182 G OR APPROVED E � Q 5EPARATION DISTANCE REQ' FOR �_ SEPARATION D15TANCE REQ MT5 FOR ' z FINAL 6RADE 5ANITAR PTIG TANK5 " FIG LNG IMKTU Y 5E I TRAFFIC gANITaRY LEu� (OTHER THAN RE5IDENTIh a, s 4 I v z ; BEAR (OTHER TKAN RL-51DENTIAI�: I .� SLAB (yJI IEF?E MINIMUM HORIZONTAL-5EPARATION D15TA%E-5: MIN.HORIZONTAL SEPARATION DISTANCES: •: 4 . 15'PIPE DIA MIN I PROVIDE,WATBtT16HT,INSECT-PRIJOF ADJJ5TABLE AMID LOCKING CAST IRON APPI_IGABLE) A.BUILDING VU CELLAR= 10'-0" A.BUILDING W/CELLAR=10'-0' FR,+FE AND GOVI32 INSTAL I AT GRADE OVER FX.H OPBIIN6(TYPIGAU �•/� ON 511:8=10'-0' B.BUILDING ON SLAB=5'-0' A . W IS MIN.(AS iZEQUIRED) I I Z LL B.BUILDING _ _ G.WA1T3Z LRES=10''0' G.WATER LINES=b'-0' PIPE vt rtslTY I YETHyLine lea ® � ® ®I I D.SURFACE HATER p•ETLANDS)= TDO'0' D.SURFACE WATER(WETLANDS)=15'-0' .� B" MIN TRAFFIC -� -• O Q I� ® _ F.FUBLIG WELL=200'-0' I H �y_200-0" B BEARING SLAB NOTE: ALL PIPING INSTALLED -r . . W z CD } SIZE+ ® ® ® ® ® I F.PUBLIC PRN INLET TO 50 CONN = 10"1 MIN 6.PRIVATE VELI.=150'-0" 6.PRIVATE W81=100-0 5D To 5D CONN - 15'1 MIN FINISHED GRADE1. UNDER BLDG 5HALL BE CAST IRON, Z Q SO T so coNN = 4"• MIN I ® ® � ® ® I 3' MIN. R RET.WALL RTRFROFF)=10'-0' H.RET.WALL(WTRPROOF)= l0'-0• ® U/6 RUEL TANKS=20'0' J.U/6 FUEL TANK5=20'-0' TRAP 2' AND 5HALL REMAIN GATT IRON LEAVING / \ 0 V _ 0 D. I ® ® ® ® J K.U/6 UTILITIES=5'-0 ® ® ® ® ® I K.U/G UTILITIES=5'-0' a • THE BUILDINS TO A DISTANCE OF 553 3' MIN. ® ® WRAP STRl�7URl=5 L.STORM DRAN5=20'-0' >, it= 20"MIN AWAY FROM BLDG PERIMETR ® ® � L.5TORM DRAINS OR ® I TH FILTER FABRIC IiARfiE BASINS=20'-0' M.CATCH BA51%=5'-0' • ;' v I I \ O Q Q �` ® ® ® ® ® X 351,BY REG INS TION LEK�iNG= 10'-0' (NON-LEAGHIN6) a ' PERFORMED N ACC,ORDANGE / ® ® ® ® PROPE4 N.SAN.I.P.= '-0' N.SAN.L.P.=V-O' - WITH 5GDH5 5PEG5. / \ �'� (L P.PROP.LW5=10'0" P.PUMP 5TA,6REA5E TRAP PLAN TRAP SIZE MIN 4'� SDR 35 ®®� I I � ® ® ® ® Q.TOP OF EMANKMENT OR STEEP SLOPE OR MANHOLE=b-0 M®® I / W 4 ®® N w < z ® ® � ® ® I p5�i SLOPE OR 6RFAT�=25'-0' a.PROP.LINES=5'-0' DIM. „ PYG PIPE OR ® ® cam ® ® I R BLUFF=65'-0' R SWIMMING POOL=20'-0' EQUAL,PITCHED MIN ®® / ® ® ® ® ® 5,SEPTIC TANK PIMP STA GREASE TRAP 5.TOP OF B43ANYHM OR STEEP SLOPE A � Y6 PER LIN FT � � � O ® ® ® I OR MANHOLE,V-O' (15%BLU SLOPE OR 6RF1:T8Z)=25'-0' 6ALV.STEEL B - 17 I NON-RATEABLE T.5Vtl"%POOL-20'-0* T.BLUFF-65-0 FRAME 4 COVER G q LM I JQv O O z SOIL 3' MIN. b' DIAMETER GRADE P I I - ___1 -- LL rV � COLLAR � 1 � CO GROUND WATER - �LLAR MATERIAL (P MIN. .. ' III- OC I }� 1 !� •' RATABLE T501 L I I I a € ryO�T / Z W SLAB rl z CD >- _ CAULK WAT�TI6HT-�\ b'o I I O Q UNDERLYING SAND AND c�RAVEL STRATA BETWEEN PIPE AND SLEEVE b' MIN. PENETRATION ��. 6ALV.STEEL SLEEVE C A" SEE PLAN FOR � INTO A VIR61N AND 1• CONCRETE TO TEST 4000 P5.1 O I�L^R DEPTH 15 NOT RECQUUIR.ED WHEN RATABLE ONLY. EXISTS FOR FU1 DEP'N INV.ELEVATION HIGHEST RECORDED m STRATA OF 2b DAYS z MATERIAL SHALL BE CLEAN 6RA •• •. a 16RAVEL ` I PAO 2,COLLAR GRID WATER 2. REINFORCEMENT MffTS ASTM \ 3.ALL DRAINAGE STRUCTURES IM15T BE)^RAPPED WITH FILTER FABRIC. COVER THICKNESSES • . _ •. . � , . . . • .: � . . A-615,A-185 5PE-G5 4.05E 15' DIA CORRII ATIED HIGH 0E 51TY POLYETHYLENE(HOM HEAVY DUTY PIPE FOR 3/Ib' FOR SPAN OF 30' - 3. ALL SANITARY PIPING TO BE 4.0 ` INTERCONNECTION OF ON-51TE 5iTORM WATER LEAGHIN6 POOLS 1/4" FOR SPAN OF 36' SEGTI ON BACKFILL MATERIAL SDR 35 PVC IPE SPEGIFIGATION(AA5HTO M-2g4) A HDPE P 5/16" FOR SPAN OF 48" (GLEAN SAND t GRAVED B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) F = N6 sPEGIFIGATION(ASTM D-3212) 3/8 FOR SPAN O POOL (LP) 5EPTIG TANK - 1200 Cr�L. p o 2 G. WATi=RTI6HTJOINT F-4TiJ D.6A510ET SPE I/2" FOR SPAN OF 12" TYP. SAKI TARY LEAGHI N& P , LASED IN SYSTIEi 'A' AND 'B') L u b DET I L 50-ALE, N.T.5. TYP I GSL fT0U5Er SCALE: NOT TO SCALE TYP I G,4L STORM HATER E�GHINC POOL (5D) DETAIL 5GALE: NONE O 1 N PART IS PROHIBITED EXCEPT BY WRITTEN PERMI5510N FROM THE ARCHITECT.TITLE TO THESE PLANS SHAT-L REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TI21GTIONS. 0 NOT TO SCALE THESE DRAWINGS AND AGGOMPANI'IN6 5PEGIFIGATION5,AS INSTRUMENT5 OF 5ERVIGE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION 5HALL BE RESTRICT®TO THE OR SITE FOR WHICH THEY HERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR , GLED26YW ..r.� match the architecture of Main Street storefronts and building GN1 LED13YST11 B 26 Watts of energy efficient LED garage lighting. 100,000 hour LED Color:White Weight: 18.2 lbs ' 13&26 Watt Straight Shade LED Gooseneck Luminaire designed to Color:Black Weight: 11.0 lbs lifespan.5 year warranty. High-performance output maximizes spacing criterion. �' perimeters. LED Gooseneck Straight Shade with 24"Goose Arm _ Style 1. 40 -- QB2A - _ 43 .; y 35 I Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired 1 °0 "- on C103 Mounting plate.Lamps supplied. LED Info Driver Info '- LED Info Driver Info Watts: 26W Type: Constant Current Lamp Info Ballast Info watts: 13w Type: Constant Current Color Temp: 3000K(Warm) 120V: 0.30A Color Temp: 3000K(Warm) 120V: 0.3A Color Accuracy: 83 208V: 0.17A Type: T-4 Type: N/A Color Accuracy: 86 208V: 0.3A L70 Lifespan: 100000 240V: 0.15A Watts: 75W 120V: N/A L70 Lifespan: 100000 240V: 0.3A LM79 Lumens: 2,202 277V: 0.13A Shape/Size: N/A 208V: N/A LM79 Lumens: 514 277V: 0.15A Efficacy: 79 LPW Input Watts: 28W Base: N/A 240V: N/A Efficacy: 33 LPW Input Watts: 16W Efficiency: 93% ANSI: N/A 277V: N/A Efficiency: 83% Hours: 1,500 Input Watts: 75W Lamp Lumens: 1,500 Efficiency: 100% Technical Specifications Efficacy: 20 LPW Technical Specifications Lens: Technical Specifications UL Listing: Cold Weather Starting: Suitable for Wet Locations. Covered Ceiling Mount Prismatic polycarbonate lens.Listing: Suitable for wet locations. Suitable for mounting within The minimum starting temperature is-40'F/-40'C Su Only. UL Listing: 1.2m (4ft) of the ground. Y. Reflector: Suitable for wet locations. Suitable for mounting within Shades: IP Rating: Semi-specular anodized aluminum with ultra-white, 97% 1.2m (4ft) of the ground. Lifespan: 11" Straight Shade offered. reflective optics. 100,000-hour LED lifespan based on IES LM-80 results Ingress Protection rating of IP65 for dust and water. Housing: and TM-21 calculations. Finish: Lifespan: Gaskets: Precision die cast aluminum, 1/2" NPS threaded arm Our environmentally friendly polyester powder coatings 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. with locking swivel and EZ Grip lock nut fits all standard Fixture: are formulated for high-durability and long-lasting color, and TM-21 calculations. mounting covers. The GN1LED13YST11B comes with the GOOSE113 and contains no VOC or toxic heavy metals. Offers Finish: arm. significantly improved gloss retention and resistance to LEDs: Our environmentally friendly polyester powder coatings Lens Gasket: color change. High-output, long-life LEDs. are formulated for high-durability and long-lasting color, High temperature silicone gasket stays in place during LED: and contains no VOC or toxic heavy metals. relamping. Single multi-chip, 13W high-output, long-life LED. Surge Protection: Drivers: 4kv Constant Current, Class 2, 10OV-277V, 50/60 Hz, 6kv Color Consistency: Reflector: Driver: Surge Protection, 720mA, 100-277VAC 0.4 Amps. 3-step MacAdam Ellipse binning to achieve consistent Semi-specular anodized aluminum. Constant Current, Class 2, 100-277V, 50/60 Hz, Color Stability: fixture-to-fixture color. 100-240VAC 0.3 -0.15A, 277VAC 0.15A, THD LED color temperature is warrantied to shift no more Power Factor: Sockets: &; 8804;20%, PF 97.5%. than 200K in CCT over a 5 year period. 99.3% at 120V, 87.1% 277V Color Stability: Porcelain bi-pin GY 8 base with gold plated contacts LED color temperature is warrantied to shift no more and 250' C socket wires. Thermal Management: Color Uniformity: THD: than 200K in CCT over a 5 year period. Custom heat sink assembly in thermal contact with RAB's range of CCT(Correlated color temperature) 7.2% at 120V, 10.7% at 277V Lens: die-cast aluminum housing for superior heat sinking. follows the guidelines of the American National Color Uniformity: Thick, tempered glass. Standard for Specifications for the Chromaticity of Solid ({� Cold Weather Starting: RAB's range of CCT(Correlated Color Temperature) Housing: State Lighting (SSL) Products, ANSI C78.377-2008. 0m Minimum starting temperature is-40'C (-40'F). follows the guidelines of the American National Finish: Precision die-cast aluminum housing, lens frame and Standard for Specifications for the Chromaticity of Solid Our environmentally friendly polyester powder coatings mounting plate. Equivalency: Ambient Temperature: State Lighting (SSL) Products, ANSI C78.377-2011. are formulated for high-durability and long-lasting color, The GNLED13 is equivalent in delivered lumens to 75W N , Suitable for use in 40'C (104'F) ambient temperatures. and contains no VOC or toxic heavy metals. Gaskets: incandescent50W MH or 18W CFL. iN Green Technology: High Temperature Silicone � � Thermal Management: Mercury and UV Free, and RoHS compliant. Replacement Lamps: Green Technology: ;p Superior heat sinking with integrated air-flow fins. Mounting: O Mercury and UV free, and RoHS compliant. Polyester i--�-� d- IESNA LM-79 & LM-80 Testing: Heavy-duty mounting arm with "0" ring seal and powder coat finish formulated without the use of VOC or w m X Housing: RAB LED luminaires have been tested by an Installation: stainless steel screw. �0 Q Precision die-cast aluminum housing and door frame. independent laboratory in accordance with IESNA Twin 75w Flood Kit pre-assembled on C103 plate for toxic heavy metals. LM-79 and LM-80, and have received the Department of easy installation. Correlated Color Temp. (Nominal CCT): � Z .LU 1�. Mounting: Energy "Lighting Facts" label. 3000K CAO Easy hanging plate with hooks for ceiling mount. Patents: RAB sensor and fixture designs are protected under California Title 24: W DLC Listed: CL U.S. and International Intellectual Property laws. Goosenecks complies with 2013 California Title 24 This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from � building and electrical codes as a commercial outdoor non-pole-mounted fixture < 30 Watts when used with a ill N DLC Member Utilities. photosensor control. Select catalog number m California Title 24: PCS900(120V)or PCS900/277 to order a photosensor. `p RAB NOTES= See GLED26BB/BL or GLED52/D10 for a 2013 (2) LED 6005ENECK LIGHTING FIXTURES California Title 24 compliant product. Any additional MODEL No. 6NILED13Y5TII6 IESNA & IESNA LM-80 Testing: THE LIGHT LOSS FACTOR(LLE) 15 ^ PRODUCT OF MANY component requirements will be listed in the Title 24 MOUNTING HEIGHT = 12' ABV GRADE RAB LEDD luminaires have been tested by an H VARIABLES,ONLY LAMP LUMEN DEPRECIATION(LLD) HAS BEEN section under technical specifications on the product independent laboratory in accordance with IESNA APPLIED TO THE CALCULATED RESULTS UNLE-55 OTHERWISE NOTED. page LM-79 and 80, and have received the Department of Energy"Lighting Facts" label. THE LLD IS THE RESULT(QUOTIENT) OF MEAN LUMEN5 / INITIAL b.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o b.o b.0 b.o 0.0 0 0.0 0.0 0.0 b0 b.o '0.0 b.o o.0 00 0.0 0.0 0.0 0.0 0.0 0.0 b0 00 0.0 0.0 0.0 b.0 0.0 0.0 b0 00 0. OF NEW y LUMENS PER LAMP MANUFACTURER'S 5PEGIFICATION5. Patents: b.o 0.o b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. b.0 '0.0 0.0 '0.0 0.0 0.0 0.0 0.0 '00 '0.0 0.0 0.0 b.o 0.0 b0 '0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 b0 0. Patents: �� B✓✓T09 The design of GLED26 is protected by patents pending The design of the Gooseneck is protected b ' ILLUMINATION VALUES 5HOHN (IN FOOTCANDLES) ARE THE �' g p y patents in US, Canada, China, Taiwan and Mexico. 00 0.0 0.0 0.o O.o o.o b0 b.o o.o O.o o.o 00 00 0.0 0.0 0.0 0.0 0.o O.o o.o o.o o.o o.0 00 '00 b.o b.o b.o b.o b.o bo b.o b0 0.0 00 b.o b.o b.o b.o b.o 00 0 � , 9 pending in US, Canada, China and Taiwan. * " PREDICTED RESULTS FOR PLANES OF CALCULATION EITHER p 9 9 OA '00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o 0.o 0.o 0.0 0.0 0.0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 bo 0 0 0.0 0.0 00 0. w HORIZONTAL,VERTICAL OR INCLINED A5 DESIGNATED IN THE Country of Origin: CALCULATION SUMMARY. METER ORIENTATION 15 NORMAL TO THE Designed by RAB in New Jersey and assembled in the b0 O.o b.o b.o o.o b.o b.o o.o b0 OA o0 00 b.o b.o o.o b.o b.o b.o 'ao b.o b.o 00 00 b0 b.o b.o b.o b.o OA b.o b.o b.o bo '. b0 OA b.o o.o b.o b0 OA 0 Warranty: m PLANE OF CALCULATION. USA by RAB's IBEW Local 3 workers. RAB warrants that our LED products will be free from Zs OA b0 0.o b0 bA o0 O.o 'o.o O.o O.o OA OA b.o O.o b.o O.o bn b.o 0. O.o O.o O.o O.o b.o b.o b.o b.o o.o O.o O.o b '. b.o O.o oD o.0 0 OA o.o bD bD oD '00 b. defects in materials and workmanship for a period of F 07349 * THE CALCULATED RESULT5 OF THIS LIGHTING 51MULATION five 5 ears from the date of delive ROFEss�o� I REPRE5ENT5 AND ANTICIPATED PREDICTION OF 5Y5TEM Buy American Act Compliant: b.o b0 bn b.o b.o 0A bD b.o b.o b.o b0 b0 bD b.o b.o b.o b.o b.o b.o 00 b.o b.o b.o 00 00 O.o 0.1 0.1 b.1 '0.1 0. b.o b.o b.o/.0 b.0 0 0.0 0. b.o b.o 00 b0 b0 0. ( ) Y delivery to the end user, PERFORMANCE. 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D b0 b0 00 00 O.o o.a o.o b0 00 o0 ao bD 0.1 b.1 0.1 0.2 03 0.4 b.5 0.1 0.4 1.0 .1 3.q 33 2. 15 bb '0.4 b.1 0.1 b0 bD b.0 o b0 0 This product complies with the 52.225-21 "Required v Z CD W PROTECTED UNDER U.5. AND INTERNATIONAL INTELLECTUAL q _ } PROPERTY LAHS. GSA Schedule: Use of American Iron, Steel, and Manufactured Goods-- ►-� - Z D 0.0 OA OD 0.0 0.0 0.0 0.0 0.0 OA 0.0 OD 00 0.1 0.1 0.1 02 03 0.6 i3 i3 0. ' 2�. '.5 i.4 0.� 05 03 0.1 OA OD OA 00 0.0 0 r1 � � Q PATENT5 155UED OR PENDING APPLY. Suitable in accordance with FAR Subpart 25.4. 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('RAB') .0 bD o0 b0 'o.o b.o bD b,o b.o bD b.o bo OD b.l 0.1 0.1 0.1 0.2 03 0.5 bb i.1 to bb b. �' 1.2 05 0.2 b3 0.1 0.1 80 '.o b0 bD ' bD b o States, and is compliant with the Trade Agreements Act. ice+ o REPRESENTS AND ANTICIPATED PREDICTION OF LIGHTING SYSTEM PERFORMANCE BASED UPON DESIGN PARAMETERS AND INFORMATION PROVIDED BY 2 B (I) 6NILEDI3Y5TI18 12 136.913 0 OTHERS. THE5E DESIGN PARAMETER5 AND INFORMATION PROVIDED BY OTHER5 HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL '00 bD b0 8.o b.o 00 'bD b.o 00 b.o 00 bD b.o b.1 0.1 0.1 0.1 0.2 03 b5 0.5 05 b.b bb 'o.b i5 b.b '0.2 b.l o.l b.o b.o b0 *.o 0 00 0 00 b z H R INFORMATION BE GSA Schedule: 3 G (I) 61_ED26YW 1.5 0 0 MEASURED RE5ULT5 MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB RECOMMENDS THAT DE51ON PARAMETER5 AND OTE I 0 0.0 00 0.0 0.0 OD 0.0 0.0 ao 0.o 0.0 ao bo o.o 0.1 0.1 0.1 0.2 02 03 b3 '0.4 '0.4 bb ID N 1.1 15 10 05 '02 b.o '0.1 b.o b0 bo 'o. ' o b.o bD b.o '0. Suitable in accordance with FAR Subpart 25.4 `? N FIELD VERIFIED THE REDUCE VARIATION � kn U_O 4 G (I) 6LED26YW 1.5 0 0 RAB NEITHER HARRANTEE5, EITHER IMPLIED OR 5TATED HITH REGARD TO ACTUAL MEASURED LIGHT LEVEL5 OR ENERGY CONSUMPTION LEVEL5 A5 00 0.0 b.0 '0.0 bD '0.0 oD bD b.o 'OD o0 0.o bD 0.1 0.1 b.l '0.2 02b-2 03 0.4 '0.1 ii 25 45 03 '05 b.b '05 03 b.l b0 b0 bD bD bO 00 b0 6D b.0 5 QB2B 5 226.08 60 COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DE516N. RAB NEITHER HARRANTEE5,EITHER IMPLIED OR 5TATED,NOR REPRE5ENT5 THE `o.0 00 00 b.o '00 00 b.o b.o 'o.0 00 b.o 'o.o b.o o.l 0.1 0.1 '0.2 '0.2 '0.2 '03 'ob it ib 'S 4.1 '0.1 02 0.2 `02 b.l bD bD bD 00 bD o0 b0 '.o b.o ►--� � O A (2) APPROPRIATENESS,COMPLETENESS OR SUITABILITY OF THE LIGHTING DE516N INTENT A5 COMPLIANT WITH ANY APPLICABLE REGULATORY CODE �}�/ H N d- 6 A (2) TOE-32B 5 22I.4g5 60 REQUIREMENT5 WITH THE EXCEPTION OF THOSE 5PEGIFIGALLY STATED ON DRAHING5 CREATED AND SUBMITTED BY RAB. THE LIGHTING DE516N IS b.o bD 10.o bD bD b.o b.o b.o bD b.o bD b.o 0.1 0.1 b.1 0.1 02 b2 03 b.4 O.i 13 iq 2.1 i.2 03 b.1 0.o 0.0 0D o.o b,9 0.0 ao b.o *.o b.o `.o O 0 15SUED, IN WHOLE OR IN PART,A5 ADVI50RY DOGUMENT5 FOR INFORMATIONAL PURP05E5 AND 15 NOT INTENDED FOR CON5TRUGTION NOR A5 BEING Total Quantity: 6 PART OF A PROJEGT'5 GON5TRUGTION DOCUMENT PACKAGE. '0.o bD b.o b0 b0 b.o b.o bD '0.0 bD b.o o.1 0.1 0.1 `0.1 '0.1 b.l b2 b3 0.4 b.i bA 'o.i '03 o.I bD b0 bD b0 '0 00 '0D *.o bD ao ^^ b.0 0.0 OA 0.0 0.0 0.0 OA 0.0 0.0 0.0 00 0.1 0.1 0.1 0.1 0.1 '0.1 `0.2 0.3 0.4 0.4 0.4 0.4 0. ' I OA bD OA `0. Oo 0.o *.o 0. (2) GARAGE L16HT(HIGH HAT) w Z 00 00 0.0 0.0 0.0 00 00 b.o 0.0 0.0 0.0 b.o b.o o.l 0.1 0.1 0.1 '0.1 02 `0.2 03 b3 02 b.2 0.1 00 0.o O.o *.o 0. MODEL No.GLED26YW Z M Luminaire Schedule MOUNTING HEI6HT = 75' ABV F.FL. O O Symbol TagQty Label Arrangement TI Lamp Lumens Lum. Lu'nens LLF Description Lum. Watts Arr. Watts, Total Watts Filename b0 00 0.o b.o b.o b0 b0 b.o b.o 00 bD b.o b.o b.o 8.o o.l b.1 0.1 0.1 0.1 b.2 '02 b.l 0.1 0.1 '00 0. '00 b.o o v C G 2 6LE026YW 511N6LE N.A. 2202 1.000 LED Garage Light 26W - Warm 21A 21.9 55.5 CSI ED26Y - Warm - IT0201.IE5 � • bo b.o b.o b.o b.o b.o b.o 0.o 0.o b.o 0D '00 b.o bD b.o bo b.o '0.1 0.l '0.1 b.1 0.1 0.l 0.1 0.1 '0.1 'o. b.o b.o o.o - 5p B 2 6NILEDOY5 1113 511N6LE N.A. 5% f1.000 LED 6005me& Fixture 24-in Arm 15.3 153 30.6 6NLEDOY5IIW - Warm - RAB00139.IE5 b.o bo b0 '00 '00 b.o b.o oA b.o b.o b.o b.o b.o b.o b.o 00 bo b.o b.o o.l o.l b.l bi '0.1 0.1 0.1 0 '00 b.o o.o '.o Straight Shade - 13W - Warm p 7 Eb.0�` 0.0 bO 0.0 0.0 OD 0.0 0.0 0.o 0.0 0.0 0.0 oD 0.0 o.0 0.0 o 0.0 0.0 0.0 0.0 OA 0.1 bJ 0.1 0.1 0 0.0 OA OD '.0 A 2QB2B 2 0 q0' 1500 152 1.000 Quartz Dual Head Bullet Kit - 15W 15 150 300 QBI - L5121565.IE5 , , , , , , (2) QUARTZ DUAL BULLET KIT E f 00 b.o b.o bn bD b.o b.o bD o0 0.o b.o bD b.o ao b.o ao o.0 0D b.o b.o b.o b.o b.o 00 bD o.0 0 0.o o.o o0 D MODEL No.QB26 ��' 00 00 0.o b.o boo o.0 0.0 0.0 0.o o.0 0.o D D bD o0 0.o b.o b.o o.o b.o b.o bn bD b0 b0 0.0 0.0 0.0 00 MOUNTIN6 HEIGHT = b ABV 6RADE cv l a Calculation 5ummorg 3Label Description GalcType, Units Avg Max Min Avg/Min/Min Max/Min PtSpcLr Pt5pcTb �� 2 c " F6 Illuminance FG 0.06 45 0.0 N.A. N.A. 5 5 ENLARGED PLAN - i�RO�'05ED L I GHT I NO "' i GalcPts Site Readin 5 Taken at 0-0 A 5GALE: 1" = 20'-0" of 4 THESE ORMIN65 AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLL61VE PROPERTY OF THE ARGHITEGT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY HERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHop,IN HHOLE OR IN PART, 15 PROHIBITED EXCEPT BY HRITTEN PERM155ION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN HITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. _ STANDARDS FOR PRIVATE WATER SYSTEMS - TMENT OF HEALTH SERVICES 6.4-10 IN TION NTINUED: TABLE 4.ALTERNATIVES WHEN TEST WELL WATER QUALITY IS UNShT15FAGTORY CONTINUED: 6406.4-13 WATER QUALITY ANALY515 CONTINUED SUFFOLK COUNTY DEPART �ooAG 6 4-5 CASINGS SCREENS DROP PIPES AND WE _S CONTINUED: I MUST BE USED AFTER THE WELL AND LATERA HAVE BEEN INSTALLED AND PRIOR TO BACKFILLING,HE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A, B,OR G LISTED ABOVE SHALL MEET THE WATER PDERFORMED A5 SOON A5 RECEIVING PRAGTIGALAPPROVALS, .�HE WATER SYSTEM MUST HAVE BEEN 640 QUALITY STANDARDS L15TED ABOVE IN THI5 §406.4-12(B), INCLUDING (1)-(III),OR 6406 4-I hPPLIGhBILITY IH yI1FFOLK COUNTY SANITARY PITLE55 ADAPTERS OR UNITS CERTIFIED BY THE N5F OR R RESISTANT WATER TIGHT SANITARY WELL �T DISINFECTED AND HAVE NO CHLORINE RESIDUAL AT THE TIME OF SAMPLING. SAMPLES NTAINED HEREIN ARE ISSED IN AGGORDANGE W y pNgHl WELLS EXCEPT 5UGTION-LIFT SYS _ Ay_ 2 MUST BE USED AT NOT THE DEPARTMENT TO INSPECT THE INSTALLATION. IF THE DEPARTMENT ELECT5 NOT TO (5) INSTAL A TEST WELL ON EACH PROPOSED LOT IN CONFORMANCE WITH THE REQUIREMENTS FOR MICRO BIOLOGICAL ANALY515 MUST BE GOLLEGTEO WHEN HE ENTIRE WATER THE REGULATIONS GO 6.4. TH15 SECTION REQUIRES THAT PRIVATE WATER SYSTEM 4 - WATER SUPPLY, §40 ICES SEALS ORGAPS,CONFORMING TO WATER 5Y5T1=M5 COUNCIL STANDARD P SYSTEM 15 COMPLETE. WATER SYSTEM DI5INFEGTION SHALL BE REQUIRED TO BE CODE,ART pgRTMENT OF HEALTH SERV UNITS.WELLS MUST BE FINISHED A MINIMUM OF I FOOT ABOVE PERFORM AN INSPECTION,HE EXCAVATION MAY BE BACKFILLED. BACKFILLING 15 PROHIBITED CONTAINED N CONTAMINANT WATER QUALITY PARAMETERS MUST COMPLY WITH THE D CONFORM TO STANDARDS ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF NEW YORK STATE HETOPS OF CASINGS OR PITLE55 551BLE FLOOD LEVEL. WITHOUT HE PRIOR CONSENT OF THE DEPARTMENT. HE DEPARTMENT RESERVES HE RIGHT TO AND MAXIMUM CONTAMINANT LEVELS (MGUS) CONTAINED IN PART 5 OF THE NEW YORK STATE REPEATED,OR SYSTEM MODIFICATIONS MADE, IF HE MICRO BIOLOGICAL AWLY515 15 A5 WELL AS TO GRADE AND 2 FEET ABOVE ANY PO INSPECT HE SYSTEM AT ANY TIME PRIOR TO FINAL APPROVAL. SANITARY CODE,EXCEPT THE GOMBINEO IRON AND MANGANESE CONCENTRATION WHICH SHALL NOT (HEREIN AFTER REFERRED TO A5 THE DEPARTMENT), EXCEED I.0 MG/L, UNSATISFACTORY. WATER ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE REQUIREMENTS CONTAINED IN AS THE APPENDIX ) TITLED RURAL WATER SUPPLY FOR ITEMS ON INDIVIDUAL BUILDING LOTS (SEE §406.4-12(D)). IF WATER QUALITY EXCEEDS LE55 THAN ONE YEAR OLD. NOT COVERED BY THE DEPARTMENTS STANDARDS. 6406.4-6 WELL LATERALS THESE STANDARDS ON ANY PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED AS A R LATERAL LINES BETWEEN THE WELL AND DWELLING OR STRUCTURE MUSTE ROLL WING REQMTS �AL APPLICATIONS� �O�INBIS-TAL�OR USE A PRIVATE WATER SYSTEM MUST INCLUDE EVIDENCE BUILDING LOT AND SHALL BE 50 NOTED ON HE SUBDIVI510N MAP. A COVENANT SATISFACTORY TO TABLE 5 - WATER QUALITY ANALYSIS A PRIVATE WATER SYSTEM 15 DEFINED IN ARTIGLE 4 A5 ANY SYSTEM TO PROVIDE DR DRINKING 0.15 INGHE5,BE FIRMLY ATTACHED TO THE WELL CASINGS,AND MEET 5AT15FAGTORY TO THE DEPARTMENT THAT A COMMUNITY WATER SYSTEM 15 NOT AVAILABLE. THE DEPARTMENT WILL BE REQUIRED FOR ANY UNBUILDABLE LOTS. IF FUTURE TESTING BY THE HER THAN THAT SECURED FROM A PUBLIC WATER SYSTEM(COMMUNITY OTRMENT DEVICES AND M HAS DEPARTMENT SHOWS ACCEPTABLE WATER QUALITY,OR IF PUBLIC, WATER BEGOME5 AVAILABLE,HE TOTAL GOLIFORM CHLOROFORM P-150PROPYLTOLUENE OT Ly PIPING,TANKS,WATER TREATMENT I, DEPTH - TO PROTECT AGAINST FREEZING,LATERALS MUST BE INSTALLED A MINIMUM OF 54 CONNECTION S h COMMUNITY WATER SYSTEMIF ANY OF THE FOLLOW NO APPLY FIGtENT PRIVATE WATER SYSTEMS C,ON515T OF HELLS, GAPAGIIY TO SERVE HE APPLICANT, LOT MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL LOT TEST WELLS MAY BE DEEPENED pH 2-GHLOROTOLUENE METHYLENE CHLORIDE APPURTENANCES INTENDED TO SUPPLY DRINKING WATER TO FACILITIES SUCH S: SINGLE FAMILY IN( BELOW FINAL GRADE. OR HIGH DENSITY 1, 51NGLE-FAMILY RESIDENCE,WHERE WATER MAINS EXI5T WITHIN 150 FEET OF HE APPLIGANT5 UTILIZING THE REQUIREMENTS OF OPTIONS A,B,OR G LISTED IN ALTERNATIVE (4). SPECIFIC CONDUCTIVITY 4-GHLOROTOLUENE N-PROPYLBENZENE RESIDENCES,MULTIPLE RESIDENCES OF FEWER THAN FIVE UNITS, OF FEWER THAN 25 2.MATERIALS LATERALS MUST BE CONSTRUCTED OF TYPE "K" COPPER, NITRATE DIBROMOMEHANE STYRENE AND INDUSTRIAL) ESTABLISHMENTS SERVING AN AVE PUBLIC PLASTIC CLEARLY LABELED A5 ASTM RATED FOR 100 P51 AND N5F APPROVED FOR POTABLE 2 S�R>E FARM LY RE5IDENGE FOR WHICH MINIMUM WELL SEPARATION OR DEPTH REQUIREMENTS (b) IN SHORELINE ARFA5,WHERE ALL PROPOSED LOTS ARE GREATER THAN 2.0 ACRES AND WHERE FREE AMMONIA 1,2-DIGHLOROBENZENE 1,1,1,2-TETRACHLOROETHANE (COMMERCIAL WATER USE. SONS DAILY.THESE REGAL) E5T5 LI NOT APPLY TO COMMUNITY AND NON-GOMMUNI A Y ,ODE. FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS, INSTALL A TEST WELL ON EACH LOT CHLORIDE 1,3-DICHLOROBENZENE 1,1,2,2-TETRAGHLOROE THANE PER RT 5 OF THE NEW YORK 5T 3.5EPARATION - LATERALS MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY CANNOT BE MET,OR UNTREATED WELL WATER QUALITY 15 UNSATISFACTORY AND WATER MAINS WATER SYSTEMS,WHICH ARE REGULATED UNDER PA EXIST WITHIN 250 FEET OF HE APPLIGANT'5 PROPERTY LINE. CONFORMANCE WITH HE REQUIREMENTS CONTAINED IN §406.4-12(A),EXCEPT AT THE TOP OF IRON 1,4-DICHLOR05ENZENE TETRAGHLORDETHENE 4-I THROUGH §406.4-q,CONTAINED HEREIN 5EHER LINE,SEPTIC SYSTEM MAIN LINE,LEACHING POOL,OR DRY WELL. 3. MULTIFAMILY RE5IDENGE WHERE WATER MAIN5 EX15T WITHIN 250 FEET OF THE APPLICANT'S EACH WELL SCREEN SHALL BE INSTALLED A MINIMUM OF 20 FEET BELOW HE WATER TABLE. WATER MANGANESE DIGHLORODIFLUOROMEHANE TOLUENE THE STANDARDS FOR PRIVATE WATER SYSTEMS, §406• GEMENT OF EXISTING PRIVATE WATER PROPERTY LINE. QUALITY PARAMETER5 MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS ZING 1,2-DIC LOROETHANE 1,2,3-TRIGHLOROBENZENE TO AL NEW WELL INSTALLATIONS AND THE REPLA ^b 4-1 PUMPING EQUIPMENT t STORAGE TANKS COPPER 1,2-DIGHLOROETHANE 1,2,4-TRIGHLOROBENZENE 9 APPLYDESCRIBED IN §406.4-10 THROUGH §406-4.18 (MGUS) CONTAINED IN PART 5 OF THE NEH YORK STATE SANITARY CODE,EXCEPT THE GOMBINFJ� SYSTEMS,AS DEFINED IN ARTICLE 4. PROCEDURES ANY GOMMERGIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL INSTALLED IS 4. EQUIVALENT� SUBDIVISION 50 FEET BY THE NUMBER SOF PROPOSED WITHIN SROM THE IRON AND MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED ID MG/L,AS INDIVIDUAL LEAD I,I-DIGHLOROETHENE 1,1,1-TRICHLOROETHANE APPLY ONLY TO PRIVATE WATER SYSTEMS PROPOSED TO SERVE NFJ^l C,pNSTRUGTION. AGGEPTABLE,WITH THE FOLLOWING LIMITATIONS: APPLICANT'S PROPERTY LINE. BUILDING LOTS (SEE §406.4-12(0)). IF WATER QUALITY EXCEEDS THESE STANDARDS ON ANY MBAS GI5 1,2 DIGHLOROETHENE 1,1,2-TRIGHLOROEHANE CONFORM TO THESE REGULATIONS DUE TO CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE HE DEPTH TO HE STATIC 5. COMMERCIAL OR PROPERLY LINEBFORINGS WHERE WATER MAIN5 PROP05 D STRUGINRES LARI5T WITHIN 500 FEET OF GER THAN 5;000 GR055THE PROPOSED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED AS A BUILDING LOT AND SHALL BE BENZENE TRANS 1,2-DIGHLOROETHENE TRIGHLOROEINENE WHERE A REPLACEMENT PRIVATE WATER SYSTEM CANNOT GO I.STRAIGHTAPPLICA 50 NOTED ON HE SUBDIVISION MAP. IF FUTURE TESTING BY HE DEPARTMENT 5HOW5 AGGEPTA13LE BROM05ENZENE 1,2-DIGHLOROPROPANE TRIGHLOROFLUOROMEHANE PHYSICAL OR FINANCIAL GON5TRAINT5,THE WELL DRILLER AND PROPERTY OWNER MUST COMPLETE WATER LEVEL IN THE HELL 15 20 FEET OR LESS. SQUARE FEET,CONNECTION 15 REQUIRED WITHIN A DISTANCE EQUIVALENT TO THE PROP05ED P RM (AVAILABLE FROM HE DEPARTMENT) WATER QUALITY,OR IF PUBLIC WATER BECOMES AVAILABLE,HE LOT MAY BE APPROVED FOR gROMOGHLOROMEHANE 1,3-DIGHLOROPROPANE 1,2,3-TRIGHLOROPEROP NE AND SIGN A NONCOMPLIANCE NOTIFICATION FO N MET.SAID FORM MUST BE SUBMITTED DEVELOPMENT.COVENANTS,5ATI5FAGTORY TO THE DEPARTMENT,PROHIBITING ANY FUTURE BROMOMETHANE 2,2-DIGHLOROPROPANE 1,2-4-TRIMEHYLBENZENE AVE NOT BEEN 2.REGENERATIVE TURBINE 5UCTION PUMPS MAY BE USED ONLY WHERE HE DEPTH TO HE STATIC SQUARE FOpO BUILDING. DIVIDFJ7 BY TEN,E.G.,WITHIN 600 FEET OF A PROPOSED 6000 SUBDIVISION OF HE PROPERTY ARE REQUIRED FOR ALL LOTS. N-BUTYLBENZENE I,I-DIGHLOROPROPENE 1,3,5-TRIMEHYLBENZENE WHICH PROVI5ION(5) OF HESE STANDARDS H WATER LEVEL IN HE WELL IS 25 FEET OR LE55. TO HE DEPARTMENT WITHIN 60 DAYS OF THE WELIL'S COMPLETION. "HENT WHERE WATER MAIN5 EXIST SEG BUTYLBENZENE 6I5 1,3-DIGHLOROPROPENE M XYLENE b.GOMMERGIAL OR INDUSTRIAL SUBDIVISION OR DEVELC!1 3. JET PUMPS MAY BE USED ONLY WHERE THE DEPTH TO HE STATIC WATER LEVEL IN HE WELL 15 WITHIN A DIVIDED 01 TEN, E EQUIVALENT T THE THE BUILD H BI E SQUARE FOOTAGE ALLOWED WHEN INCREASING THE DEPTH OF TEST WELLS DUE TO UNSATISFACTORY WATER QUALITY,OPTIONS A-G TERT-BUTYLBENZENE TRANS 1,3 DIGHLOROPROPENE O-XYLENE �.�� �� WFI I YIELD OUTLINED IN ALTERNATIVE (4) MUST BE STRICTLY FOLLOWED.HE FINDING OF UNSATISFACTORY CARBON TETRACHLORIDE ETHYLBENZENE P-XYLENE PRIVATE WATER SYSTEM WELLS SERVING SINGLE FAMILY PER MINUTE,,NIEAB5l1RED ATBTHE OUTLET OF 60 FEET OR LE55(AND THE CASING 15 100 FEET OR LC-55). ALLONS N DEVELOPED IF CONNECTION TO A COMMUNITY WATER SYSTEM BECOMES(FEASIBLE (DUE TO WATER MAIN WATER QUAL-ITV IN A TEST WELL IS DEEMED AS HAVING DEMONSTRATED THAT HE AQUIFER SEGMENT GHLOROBENZENE HEXAGHLOROBUTADIENE VINYL CHLORIDE PROVIDING A CONTINUOUS YIELD OF AT LEAST 5 6 ALLON5 PER MINUTE MUST BE PROVIDED FOR FAGH 15 CONTAMINATED AND 15 UNSUITABLE A5 A DRINKING WATER SOURCE. PULLING HE WELL BACK OR GHLOROETHANE 150PROPYLBENZENE METHYL-THEFT-BUTYL-ETHER THE STORAGE TANK. AN ADDITIONAL YIELD OF 5 ENGE.PRIVATE WATER SYSTEMS PERMANENT PUMPING EQUIPMENT MAY BE INSTALLED ONLY AFTER THE WELL HA5 BEE (MTBE) ADDITIONAL DWELLING UNIT,E.G., 2 0 GPM FOR AFOUR-UNIT RE-510 AND SILT-FREE WATER HAS BEEN OBTAINED.PUMPS MUST BE EQUIPPED WITH A PRESSURE SWITCH EXTEN510N5 OR IMPROVED SYSTEM CAPACITY) PRIOR TO 0''R DURING GONSTRUGTION OF A PROJECT MARGINALLY DEEPENING IT WITHIN HE SAME AQUIFER SEGMENT(LE55 THAN A 40-FOOT GRANGE IN B20 GP NTS MUST O CAPABLE OF PROVIDING A CONTINUOUS YIELD THAT 15 SET TO OPERATE AT A MINIMUM PRESSURE OF 20 P5p YHPRA 20 P51 DIFFERENTIAL. ETTIAL.SURFACE FOR THE WATERY APPROVED Y THE EM 15 DEPARTMENT DED,AND HE AIPPLIGI WATER MUSTYFILE A REV(ED PSTEM,THEN THE LAN WITH SCREEN SETTING) 15 NOT PERMITTED. NOTE: THE DEPARTMENT MAY REQUIRE THE ANALYSIS OF ADDITIONAL PARAMETERS SERVING NONRE51DENTIAL E5TA PUMPING EQUIPMENT M05T BE LOCATED IN AN AREA THAT 15 OF AT LEAST FIVE GALLONS PER MINUTE,MEASURED AT HE OUTLET OF THE STORAGE TANK,PLUS SUCH A5 ALDIGARB OR DAGT ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROCESSING PURPOSES. DRAINAGE AND FREEZING,AND CONVENIENTLY ACCESSIBLE FOR MAINTENANCE AND REPAIR. HE DEPARTMENT. REALLY DEVELOPMENTS AND SUBDIVISIONS APPROVED ON HE BASIS OF DEEPENED WELLS SHALL ANY INSTALLATION OF PUMPING EQUIPMENT IN PITS 15 PROHIBITED. HAVE SPEGIAL COVENANT REQUIREMENTS,AND BE 50 NOTED ON HE FINAL MAP. INDIVIDUAL LOT 6,,,,_ • 1^f/�1 ccuFRAl QFQUIREMENTS FOR TEST HELLS APPROVALS FROM SAID MAP WILL REQUIRE WELLS OF 51MILAR MINIMUM DEPTHS,UNLESS ADDITIONAL IN GASES OF UNSATISFACTORY WATER QUALITY,A5 DETERMINED BY HE vJ YI/I,'M1/ LLL,_ �AnG �� WFI I I OGATION A TEST WELL MAY BE REQUIRED IN ORDER TO DETERMINE THE 5JITABILIIY OF THE USE OF INDIVIDUAL DEPARTMENT,THE APPLICANT SHALL BE REQUIRED TO MODIFY THE LOCATION AND OR TO PROTECT THE SANITARY AND GHEMIGAL QUALITY OF PRIVATE WELLS FROM POTENTIAL STORAGE TANKS MUST HAVE A MINIMUM OF S2 GALLON5 CAPACITY OR EQUIVALENT. IN ADDITION, PRIVATE WATER SYSTEMS, WHERE THE DEPARTMENT HAS DETERMINED THAT A PUBLIC WATER TEST WELL(5) DEMONSTRATE SATISFACTORY WATER QUALITY. DEPTH OF HE WELL. RETESTING TO CONFIRM HE ORIGINAL ANALY515 15 ALLOWABLE, IN ORDERTHEY MUST MEET HE FOLLOWING STANDARDS: ARE CONTAMINATION SOURCES,AND TO FACILITATE ACGE55,MINIMUM HORIZONTAL SEPARATION THAI�AINED:ES SUPPLY 15 NOT AVAILABLE OR AGGE551BLE (SEE §406.4-II ,ACCESS TO PUBLIC WATER). A TEST WELL *„tom 4-12(C) �CIFIG TEST WELL REQUI EMENT5 FOR DEVELOPMENT5 PROVIDED THE SAMPLING PROCEDURES IN §406.4-13 WATER QUALITY ANALY515 BETWEEN WELLS AND HE CLOSEST PORTION OF THE ITEMS LISTED IN TABLE I MUSTOR WELLS 15 REQUIRED FOR ANY APPLICATION FOR A REAILIY SUBDIVISION OR DEVELOPMENT,AND �. FOLLOWED. IF THE APPLICANT CAN DEMONSTRATE TO HE DEPARTMENT'S I.MATERIALS -MUST BE NON-GORR051VE,OR THE WATER CONTACT SURFACE NDN-METALLIC. 5AT15FAGTION THAT POTABLE WATER 15 NOT AVAILABLE ON THE PARCEL,HE MAY BE REQUIRED FOR INDIVIDUAL LOTS. IN ORDER TO DETERMINE HE DEPTH AT WHICH HE BEST TEST WELL REQUIREMENTS FOR DEVELOPMENTS (2 TO 4 LOTS) MAY ALLOW THE APPLIG NT TABLE I -SEPARATION REQUIREMENTS EE NATE U PRESSURE GAUGE -MUST BE INSTALLED AT THE PUMP OR TANK. WATER QUALITY 15 AVAILABLE,APPLICANTS MAY PERFORM EXPLORATORY DRILLING BY INSTALLING ADDITIONAL ALTERNATIVE OTHER THAN H05E OUTLINED FOR REALTY SUBDIVISIONS. TEST WELLS DEPARTMENT MAY ALLOW THE INSTALLATION OF WATER TREATMENT. FOUNDATIONS 10 FEET (5 2. PRE TEST WELL5 AT VARIOUS DEPTHS AND PRE-TEST WATER GUTALITY,PRIOR TO REQUE5TING ANALY5E5 SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS CONTAINED IN §406.4-12(A). 150 FEET (SEE NOTE 2) 6406 4-14 WATER TREATMENT FOR INDIVIDUAL LOTS V m LEACHING POOLS (ON t OFF-51TE) I FOOT 3.AIR VOLUME CONTROL VLV - MUST BE PROVIDED ON TANKS NOT CONTAINING DIAPHRAGMS. BY THE DEPARTMENT. m PROPERTY LINES A MINIMUM OF ONE INITIAL TEST WELL SHALL BE INSTALLED ON THE PROPERTY. IN GENERA,WHERE INSTALLATION OF HATER TREATMENT MAY BE ALLOWED BY HE DEPARTMENT ONLY 0 15 FEET TEST WELLS SHALL BE LOCATED ON HE SUBJECT PARCEL. WATER QUALITY TE5T5 FROM NEARBY OR ONE OR MORE SMALLER LOTS ARE PROPOSED TO BE DIVIDED FROM A MUCH LARGER PARCEL,THE WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOCATING HE WELL 15 SEPTIC TANKS LINES 50 FEET 4.5HUT-OFF VALVE - MUST BE INSTALLED ON HE OUTFLOW SIDE OF THE TANK. SEWER LINES t SEPTIC SYSTEM MAIN L ADJACENT PARCELS ARE NOT ACCEPTABLE A5 PROOF OF LOCA WATER QUALITY.AN EXISTING WELL MUST BE INSTALLED ON ONE OF THE PROPOSED SMALL LOTS. THE APPLICANT 15 RESPONSIBLE NOT FEASIBLE.HE APPLICANT MUST SUBMIT A PLAN INDICATING THE TYPE OF • GAT(,H BASINS,SUMPS, TBE INSTALLED ON THE TANK SIDE OF HE SHUT-0FF VALVE TO ALLOW WELL ON THE PARCEL GAN BE UTILIZED A5 A TEST WELL,IF THE WELL GAN BE DOCUMENTED TO MEET TO ENSURE HE PROPER LOCATION OF ANY TEST WELLS TO BE USED A5 A FUTURE SOURCE OF TREATMENT PROPOSED,AND THE MEHOD OF DISPOSAL OF BAGKWA5H WATER OR W N STORM DRAINS, 50 FEET 5. DRAINAGE VALVE - MUS RECHARGE BASINS d DRAINAGE DITCHES 100 FEET COMPLETE DRAINAGE OF HE TANK,AND r0 PROVIDE SAMPLING ACCESS. DEPARTMENT STANDARDS. AN UNTREATED OR UNFILTERED SAMPLE TAP MUST BE AVAILABLE FOR POTABLE SUPPLY. OTHER WASTES.THE SUBMISSION MUST INCLUDE A GERTIFIGATION FROM V 1- WASHING MACH INE DRY WELLS TESTING. MANUFACTURER OR SELLER THAT: p "I Lk m D OUTSIDE OF BUILDINGS AT LEAST HATER ANALYSES FOR INORGANIC GHEMIGAL CONTENT,VOLATILE ORGANIC COMPOUNDS D ,. cj � PRIVATE WATER SYSTEM WELLS MUST BE LOCATE 6406.4-8 DI5INFEGTION TEST WELLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL DEPARTMENT STANDARDS, IF THEIR PE5TIGIDE5 MUST COMPLY WITH NY5 MGUS AND GUIDELINES,EXCEPT A5 NOTED IN REQUIREMENTS I. THE DEVIGE MEETS ALL DEPARTMENT AND NY5 STANDARDS. NOTE I - ALL ALL AGGE551BLE WATER SUPPLY APPURTENANCES MUST BE THOROUGHLY D151NFEGTED WITH A 't � FIVE FEET BEYOND ANY ROOF OVERHANG AND TEN F TETTFFRAOTM�FOUND FOUNDATION WALLS.N 50 5 THAN 10 EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. (1) THROUGH (III) SPECIFIED IN §406.4-12(B). 2.THE DEVICE 15 GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF rT, PROHIBIT 5TRONG CHLORINE SOLUTION MADE BY MIXING THREE QUARTS OF HOUSEHOLD BLEACH WITH TEN AT LEAST ONE YEAR. W � tu < REGULATION5 ON TEIRMITICIDE APPLICATIONS PR GALLONS OF HATER. DISINFECTION 15 ACCOMPLISHED AS FOLLOWS: FEET FROM FOUNDATION WALLS,AND RESTRICT TREATMENT WHERE WELLS A�pA O�IA�10 70 25 IN ORDER TO PROTECT THE SANITARY AND CHEMICAL QUALITY OF THE PROPOSED HATER SOURCE, IF WATER QUALITY IS UNSATISFACTORY AS SHOWN BY HE DEPARTMENT'S ANALYSES,THEN THE USE 3, HE EXPECTED OPERATIONAL LIFE OF HE UNIT,BASED UPON THE RAW WATER W !L Y.THEREFORE,A DISTANCE OF 25 FEET BETWEEN WELLS AND FOUNDATION OF PRIVATE WELLS WILL NOT BE APPROVED. ALTERNATIVES(1),(3),(4),(5) AND (6) A5 LISTED IN FEET AWA CHLORINE SOLUTION INTO THE WELL AND TO PROVIDE A REASONABLE MARGIN OF SAFETY IN THE EVENT OF FUTURE WATER QUAL-ITVANALYSIS,MUST BE INDICATED,50 THAT THE HOMEOWNER WILL KNOW WHEN X Z RECOMMENDED,ALTHOUGH NOT STRICTLY REQUIRED. I. POUR HE DEGRADATION,TEST WELLS SHALL MEET HE FOLLOWING MINIMUM STANDARDS: TABLE 4 ARE AVAILABLE TO THE APPLICANT. IN THE EVENT THAT HESE ALTERNATIVES DO NOT FILTER MAINTENANCE IS REQUIRED. REDO PROVIDE ACCEPTABLE WATER QUALITY,OR DUE TO THE DEPARTMENT-5 KNOWLEDGE OF WATER . < 0 MILY RESIDENTIAL LOTS WHICH ARE EXEMPT FROM THE MINIMUM LOT 51ZE 2.CONNECT PIPING AND OPERATE PUMP UNTIL A CHLORINE ODOR 15 OBSERVED AT AL TAPS. NOTE 2 - SINGLE FA COUNTY SANITARY CODE,AND I.THE TOP OF EACH WELL SCREEN MUST BE INSTALLED A MINIMUM OF 40 FEET BELOW THE WATER QUALITY CONDITIONS PREVALENT IN HE AREA,HE DEPARTMENT MAY ALLOW HE APPLICANT HE USE •WATER TREATMENT UNITS MAY NOT BE INSTALLED WITHOUT PRIOR APPROVAL OF THE 0 � � NO UIE 2 - 5NAS CONTAINED IN ARTICLE b, §160-60q OF THE SUFFOLK COUNTY MAPS APPROVED BY TABLE. OF PRIVATE WELL5 WITH AN APPROVED WATER TREATMENT DEVICE,PROVIDED ALL PARGEL5 ARE DEPARTMENT. AFTER INSTALLATION AND DISINFECTION OF THE DEVICE,SAMPLING I5 • REQUIR5INGLEEMENTS LOTS INDICATED IC REALTY SUBDIVISION OR DE 3. DI5GONNEGT THE WELL PIPING AND ADD ANOHER TEN GALLONS OF CHLORINE SOLUTION. REQUIRED FOR TOTAL GOLIFORM AND TTE PARAMETERS) TO BE TREATED OR T A MINIMUM HORIZONTAL SEPARATION OF 100 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MUST BE/AT LEAST 50 FEET. COVENANTED PROHIBITING ANY FUTURE SUBDIVISION OF HE PROPERLY,UNLESS WATER SERVICE FROM p[ � THE DEPARTMENT PRIOR TO MARCH I, Ig68 (REQUIRE Hh T EDGE OF ALL LEACHING POOLS. WHERE A COMMUNITY WATER SUPPLY 15 PROVIDED (SEE §406.4-q TREATMENT AND §446.4-15 FILTERED,ASA DEMONSTRATION OF EFFICACY. HE RENTAL 15 LT PE MI WATER VIDEO BETWEEN THE WELL AND THE GL05E5 4. RECONNECT THE PIPING AND RUN HE FUM}' FOR TEN SECONDS. PRIOR TO SAMPLING BY HE DEPARTMENT,THE WELL DRILLER SHALL PROVIDE THE DEPARTMENT WITH COVENANTS). TREATMENT EQUIPMENT TO COMPLY WITH HESE STANDARDS IS NOT PERMISSIBLE. FEET BE PRO SUCH SEPARATIONS ARE PHYSICALLY IMP0551BLE TO ATTAIN,CONNECTION TO PUBLIC WATER WILL A SIGNED GERTIFIGATION CONTAINING WELL LOG DATA, INGLU'?ING HE DEPTH OF HE WELL, 5. ALLOW THE HELL TO STAND IDLE FOR A MINIMUM OF 51X HOURS(24 HOURS IF POSSIBLE). 6.��4 12(D) SPEGIFIG REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LL MAY BE INSTALLED 1WAH LE55 TO5. ELEVATION OF HE WATER TABLE,SCREENED INTERVAL,A,ND OTHER PERTINENT INFORMATION ,, TEST WELL EGUIRFMENT5 FOR INDIVIDUAL LOTS 6406.4-15 COVENANTS Q PUBLIC WATER). IF PUBLIC HATER 15 NOT AVAILABLE,A A VARIANCE FROM THE (REQUIRED BY THE DEPARTMENT. TEST WELL REQUIREMENTS FOR INDIVIDUAL BUILDING LOTS IN SINGLE AND SEPARATE OWNERSHIP AL INDIVIDUAL PRIVATE WATER SYSTEMS APPROVED BY THE DEPARTMENT WITH A `O 100 UB FEET SEPARATION BETWEEN WELL AND AIL,AfLEXCLE, POOL WIHO 6.PUMP TO WASTE UNTIL THE SYSTEM 15 FREE OF ALL CHLORINE ODORS AND TASTES. ALLOW THE APPLICANT ALTERNATIVES OTHER THAN TH05E OUTLINED FOR REALTY SUBDIVISIONS AND WATER TREATMENT DEVICE OTHER THAN A POLYPH05PHATE FEEDER,REQUIRES THAT .. DEPARTMENT PROVIDED THAT: TEST WELL5 SHALL BE PUMPED FOR ONE HOUR AT TEN GALLONS PER MINUTE IMMEDIATELY PRIOR TO DEVELOPMENTS. TEST WELLS SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERA HE APPLICANT FILE A COVENANT WITH HE SUFFOLK COUNTY CLERK THI5 COVENANT � -1 &406.4-q TRF�ITMENT 15 MAINTAINED,WITH A MINIMUM IF THE DEPARTMENT OETERMINE5 THAT WATER TREATMENT 15 NEGE55ARY,THE EQUIPMENT SAMPLING,UNLE55 OHERN15E SPECIFIED 8Y HE DEPART?1ENT.HE APPLICANT OR HEIR AGENT REQUIREMENTS CONTAINED IN §406.4 - 12(A).THE DEPARTMENT MUST APPROVE,AND MAY SPECIFY, MUST BE SATISFACTORY TO HE DEPARTMENT AND STATE THAT: H I. THE MAXIMUM ATTAINABLE HORIZONTAL SEPARATION MUST CONTACT HE DEPARTMENT TO ARRANGE AN APPOVNTMENT FOR THE TESTING. THE TEST WELL LOCATION AND DEPTH. THE HELL MUST BE CONSTRUCTED IN ACCORDANCE WITH THESE SEPARATION OF AT LEAST 65 FEET,AND INSTALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER STANDARDS IF HE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTIGIPATED. I. HE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED DRINKING WATER 2. THE DEPTH OF THE WELL SCREEN BELOW THE WATER TABLE 15 INS N B EO GATED AGGORDIN6 TO THE l0 FEET MAXIMUM CONTAMINANT LEVELS(MGUS) AND GUIDELINES DURING MAXIMUM HA1ER FLOW. MGUS OR GUIDELINES AT THE TIME OF 5AMPLING,AND ONTAINED IN TABLE 2. FOR EXAMPLE: IF HE WELL WHOLE-HOUSE TREATMENT 15 REQUIRED FOR: IRON (FE),MANGANESE (MN),GHLORIOE5,VOLATILE TEST DELLS SHALL NOT BE ADULTERATED WITH WATER FROM ANOTHER SOURCE,TREATED WITH ENGINEER: SCHEDULE G HIND POOL,AND HE DEPTH TO GROUNDWATER 15LE55 A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING LOT. PRIOR TO HE ISSUANCE OF AN 2. OGGUPANAP WILL NOT OGGER PRIOR TO T. INSTALLATION OF A TREATMENT HORIZONTALLY FROM THE NEAREST LEAG F 130 OR6ANIG.COMPOUND5(VOG'S),AND ALOIGARB RESIDUES.NITRATE TREATMENT MAY BE PROVIDED CHEMICALS,OR CHLORINATED PRIOR TO SAMPLING BY HE DEPARTMENT. ki NE W yo F HE WELL SCREEN MAST BE INSTALLED A MINIMUM 0 To SINGLE TAP,AND MUST BE CAPABLE OF PRODUCING A MINIMUM OF TEN GALLONS PER DAY OF APPROVAL TO CONSTRUCT FOR WHICH HE DEPARTMENT HAS DETERMINED THAT PUBLIC WATER IS NOT SYSTEM APPROVED BY THE DEPARTMENT. THAN 100 FEET,THEN THE TOP 0 ACCESSIBLE,AND WHERE. LYSES,KILL E PERFORMED FEET BELOW THE WATER TABLE. TREATED WATER.TABLE 3 L15T5 THE WATER TREATMENT METHODS ACCEPTED$Y THE DEPARTMENT WATER PROPER APPLICATION TO E DEPARTMENT HAS BEEN MADEBANDTTEST NG FEES HAVE BEEN PAID. AL REALTY SUBDIVISIONS OR DEVELOPMENTS APPROVED BY THE DEPARTMENT WITH �Q'��Q<C� T' BU1� * FOR SPECIFIC,HATER QUALITY PROBLEMS.HE DEPARTMENT MAY APPROVE OTHER TYPES FROM THE I. A PRIVATE WELL MAY BE VULNERABLE TO CONTAMINATION OR, PRIVATE WELLS ARE REQUIRED TO HAVE A COVENANT PLACED UPON ALL PARCELS. co Q 9 TREATMENT EQUIPMENT ON A GA5E-BY-GA5E BASIS, IF PROOF OF OPERATIONAL EFFICIENCY ANALYTIC�VAES ARE NO LTS HILL BOBTAINED 141THINDEEMED ONE YEAR.ORF APPROVALS HAVE EXPIRED,NFJ^1 c.tnG: �-4 WFI I DEPTH SCREEN MUST BE T 15 PROVIDED. FINAL- APPR 2.HE QUANTITY OF FRESH WATER 15 LIMITED DUE TO HE PROXIMITY OF SALT WATER. INSTALLATION OF D1�P WELLS OR WATER TREATMENT REQUIRES SPECIAL COVENANT * � �,' �, � THE TOTAL M INIMUM WELL DEPTH REQUIRED 15 50 FEET. THE TOP OF THE HELL AGGEPTABLE TO THE DEPARTMENT ANALYSES OF ALL TEST WELLS MAY BE REQUIRED. LANGUAGE.I COMPLETE SET OF ALL CONSEHATENT F LIEN AN EXECUTED COVENANTS,TITLE ,,� 1,;,, z D AT LEAST 4O FEET BELOW THE WATER TABLE. FOR INDIVIDUAL LOTS WHERE THE INSTATE WATER TABLE,TE WELL T WATER QUALITY PARAMETERS MUST COMPLY Wlll-H THE MAXIMUM CONTAMINANT LEVELS(MGT'S) CERTIFICATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGAGE HOLDERS MUST � , Y,- � INTERFACE 15 ENCOUNTERED LE55 THAN 40 FEET BELOW HE TABLE 3 - HATER TREATMEN G art SALTWATERVARIANCE FROM THE DEPARTMENT) �64L^b 4=I2(B) .JIBE (FIC C �T WELL RE�11��T`' ��-N SUBDIYI510N5 CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT HE COMBINED IRON AND BE SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO T A SHALLOWER DEPTH (WITHOUT A A T FOR REALTY SUBDIVISION APPLICATIONS(5 LOTS OR MORE),THE DEPARTMENT WILL SPECIFY THE MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED 1.0 MG/L. INDIVIDUAL LOT TEST WELLS REGORDING. COMPLETE INSTRUCTIONS AND MODEL COVENANTS MAY BE OBTAINED 2s�C. Taa`�3 SCREEN MAY BE INSTALLED A TRE N ROVIDED THAT: WATER QUALITY PROBLEM I,2,3,4 TEST WELL LOCATIONS. ONE TEST WELL 15 REQUIRED PER 10 OGRES OR 10 SUBDIVISION LOTS,WITH A FROM HE DEPARTMENT. LEGENDS REGARDING COVENANT LANGUAGE MUST APPEAR �A, ��E� ;r`�' P FE = 03 - O.qg MG/L WHICH MEET MCLS,WITH THE EXCEPTION OF IRON AND MANGANESE UP TO A COMBINED I.THE TOP OF THE WELL SCREEN I5 AT LEAST 10 FEET BELOW HE WATER TABLE,AND 1,2,3 MINIMUM OF 2 TEST WELLS FOR ANY SUBDIVISION. TEST WELLS SHALL BE INSTALLED IN CONCENTRATION OF 5.0 MG/L,MAY BE APPROVED PROVIDED THAT WATER TREATMENT 15 INSTALLED ON AL REALTY SUBDIVISION AND DEVELOPMENT MAPS. �- -% 2. THE HORIZONTAL SEPARATION BETWEEN HE WELL t ALL LEA( POOLS 15 AT LEAST 150 FEET. MN = 03 - O.qq MG/L I,2,3 CONFORMANCE WITH THE GENERAL REQUIREMENTS INCLUDED IN §406.4-IZ(A). FE + MN = 03- O.gq M6/L AND APPROPRIATE COVENANTS ARE FILED (SEE §406.4-q TREATMENT AND §406.4-15 54064-16 CERTIFICATIONS JEFFREY T. SUTLER, DROP PIPS-5 t LWT`� FE = ID -5.0 MG/L COVENANTS). HE APPLICANT MUST PROVIDE THE DEPARTMENT WITH A DOPY OF THE LONG 2,3,4 5T BE INSTALLED VERTICALLY. THE APPLICANT MUST RECEIVE PRIOR APPROVAL FROM 2,3 WATER ANALY5E5 FOR INORGANIC CHEMICAL CONTENT,VOLATILE ORGANIC COMPOUNDS,AND Q ALL WELLS� MN = I.0 - 5.0 MG/L 2,3 PESTICIDES MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS(MGT'S) ISLAND WELL COMPLETION REPORT SUBMITTED TO HE NEW YORK STATE � THE DEPARTMENT BEFORE PROCEEDING L A VERTICAL WELL 15 NOT POSSIBLE. FE + MN = ID - 5.0 MGIL IF WATER QUALITY PARAMETERS OTHER THAN IRON AND MANGANESE EXCEED MGT'S,A5 SHOWN BY DEPARTMENT OF ENVIRONMENTAL CONSERVATION.THE REPORT MUST ,;j NITRATE = ID-5. MGA 5,6 CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT A5 L15TED BELOW. THE DEPARTMENT'S ANALYSIS,HE USE OF A PRIVATE WELL WILL NOT BE APPROVED. IN 50CH CASE5, INDICATE: A LOG OF THE WELL;HE STATIC WATER LEVEL IN THE CASING;THE w RIDE>250 MG/L 6 THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: DEPTH TO THE TOP OF HE WELL SCREEN FROM THE LAND 5URF AE;THREE � TABLE 2 SEPARATION DISTANCE t ,.r DEPTH GHLO 1 1.THE ARITHMETIC MEAN NITRATE CONCENTRATION OF All i^ELLS TESTED (ON HE SAME DAY) AT DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED WE WATER BLE VOG'5 OR ALDICARB EXCEEDING STANDARDS DEPTH OF HE SALTWATER INTERFACE (IF ENCOUNTERED);WEl1 M TE �) § � GRADE HORIZONTAL SEPARATION DEPTH B THEIR FINAL SGRI�TI SETTING SHALL NOT EXCEED 6.0 MILLIGRAMS PER LITER(MG/L),AND NO I, EXTEND PUBLIC WATER TO HE LOT,OR LENGTH5 AND DIAMETERS(GA51NG,SCREEN, AND DROP PIPE);TYPE AND V1 TABLE BELOW 1 WELL MAY EXCEED HE NITRATE MGL,AND 2. CHANGE HE HELL DEPTH (A MINIMUM DEPH OF 40 FEET TO THE TOP OF HE WELL SCREEN MUST � < 100 FEET I00' `�, TYPES OF TREATMENT MODEL PITLE55 ADAPTER;PACKER MATERIAL, IF USED;PUMP � � � CIO, 10 , I.POLYPH05PHATE FEEDER 11.THE CHLORIDE CONCENTRATION SHALL NOT EXCEEID 100 M6/L IN ANY WELL,AND BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALYSIS,OR 51ZE AND TYPE;PUMP LOCATION AND DEPTH FROM LAND SURFACE;DRILLING --1 Z - LI- 80' Imo, 2. ,ON EXCHANGE(WATER SOFTENER) III.THE COMBINED IRON AND MANGANESE CONGENTRATION SHALL NOT EXCEED 1.0 MG/L IN ANY 3. RELOCATE THE WELL AND REPEAT THE COMPLETE WATER ANALY515(A MINIMUM DEPTH OF 40 METHOD;AND HELL YIELD. THE REPORT MUST AL50 ATTEST TO ANY OTHER uj� 0 Q 101 130 3.POTASSIUM PERMANGANATE/FILTRATION Lu WELL. FEET TO THE TOP OF HE WELL SCREEN MUST BE MAINTAINED). WORK PERFORMED, INCLUDING: DEPTH,MATERIAL AND DIAMETER OF THE d) n ., - Z (7] 65' 145 4.OXIDATIOWFILTRATION QUALITY FAILS TO MEET THE STANDARDS ITEMIZED ABOVE,THEN THE USE OF PRIVATE 4. IN SHORELINE AREAS,WHERE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS, HE TOP WELL LATERAL;SIZE AND TYPE OF STORAGE TANK;TYPE,MAKE AND MODEL W � I � 5. DISTILLATION IF WATEROF HE WELL SCREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW HE WATER TABLE, OF WATER TREATMENT UNIT;AND,WATER SYSTEM DISINFECTION. INFORMATION I•- O N 0 5 WILL NOT BE APPROVED.THE ALTERNATIVES I THP.000H 6 L15TED IN TABLE 4 ARE AVAILABLE < CL 100 TO 200 FEET 100 40 b.REVERSE OSMOSIS WELL PROVIDED A MINIMUM DISTANCE OF 150 FEET 15 MAINTAINED TO ANY LEACHING POOL,AND ALL MAY BE LISTED ON THE REVERSE OF HE REPORT,OR ADDITIONAL SHEETS , QC O H bol q0'� �.GRANULAR ACTIVATED CARBON* TO THE APPLICANT TO PROCEED WITH HE PROPOSED REALTY SUBDIVISION OTHER REQUIREMENTS OF HESE STANDARDS ARE MET. MAY BE ATTACHED.HE REPORT MUST BE SIGNED IN THE APPROPRIATE ►-� LZ S I cz QL bol bol� T l5 TITLE ID OF HE NEW YORK TABLE 4. ALTERNATIVES WHEN TEST WELL WATER QUALITY 15 UNSATISFACTORY PLACES BY A LICENSED WELL DRILLER AND/OR PLUMBER � � O � .� 1p, 100 *GAG TREATMENT MUST COMPLY WIH APPENDIX 15-6 OF PAR IN THE EVENT THAT THESE ALTERNATIVES DO NOT PROVIDE ACCEPTABLE WATER QUALITY,OR DUE TO CERTIFYING AL WORK PERFORMED BY EACH. w v 00 65' 110' yTAH HEALTH DEPARTMENT ADMINISTRATIVE RULES AND REGULATIONS(AVAILABLE FROM THE (I) �� PUBLIC WATER TO SERVE ALL PROPOSED L075,OR THE DEPARTMENT'S KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,HE DEPARTMENT MAY ALLOW THE APPLICANT THE USE OF A PRIVATE WELL WITH AN APPROVED WATER 9064-I1 FINAL APPROVAL O w a W FEET 100' 40' DEPARTMENT). - PROVIDED ALL OTHER REQUIREMENTS OF HESE STANDARDS ARE MET,AND THE Z - ' 200 TREATMENT DEVICE, FINAL APPROVAL OF PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION WILL LY z O g0' 50' NEW GONSTRUGTION (2) CONSTRUCT AN ON SITE COMMUNITY WATER SYSTEM MEETING ALL APPLICABLE NFJ^l YORK STATE APPROPRIATE COVENANTS ARE FILED (SEE §406.4-q TREATMENT AND §406.4-t5 BE 155UED UPON SUBMISSION OF ALL REQUIRED DOCUMENTATION, INCLUDING: � W J Z _j � qOl 60' PROGEO RE5 EOR AND SUFFOLK COUNTY STANDARDS,OR GOVENANTy). A5-5UILT SURVEYS,WATER QUALITY ANALYSES,COMPLETION REPORTS,WELL --i 0 1 ' 10 10 DRILLER GERTIFIGATION,AND COVENANTS WHERE REQUIRED (SEE � w Lk N . 0 m N 651 15' 6406 4-10 INTRDDlUGT10NSUBDIVISIONGREATER THAN 6.406 4-13 WATER QUALITY ANALYSIS DEPARTMENT BULLETINS FOR INFORMATION). FINAL APPROVALS WILL BE � � W Q � � 0 u- (95' PER50N MAY CONSTRUCT A PRIVATE WATER 5Y5TEM TO 5ERVE NEW CONSTRUCTION WITHOUT FIRST (ADDITIONAL�I TEST WELLS REEQUIIRRE�FOR SUBDIVI5'IONEAPPROVAL. LOTS MUST BE GOVENANTED SHR QUALITY OF ALL PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION MUST BE TESTED,AT THE INDICATED ON COPIES OF THE FINAL SURVEY,WHICH MAY BE SUBMITTED TO ,J 0 01 CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR HAVING APPLIED FOR AND RECEIVED AN APPROVAL FROM HE DEPT. AN APPROVAL TO AGAINST FURTHER SUBDIVISION,UNLE55 WATER SERVICE FROM A COMMUNITY 5UPPLY 15 PROVIDED, APPLICANT'S EXPENSE,AS A CONDITION FOR RECEIVING FINAL APPROVAL FROM TE DEPARTMENT. - E GRANTED ONLY WHERE HE DEPARTMENT HAS MADE A DETERMINATION THAT NO HE MUNICIPAL BUILDING DEPARTMENT A5 PART OF THEIR REQUIREMENTS TO Lu-I -A m f PLASTIC CONSTRUCT Will B - OR THE SAMPLING AND ANALY515 MU5T BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY OBTAIN A CERTIFICATE OF OCGUPANGY. E�...� LL 0 PL •: MEETING STANDARDS OF THE NATIONAL SANITATION FOUNDATION(N5F) AND THE AMERICAN PUBLIC WATER SUPPLY 15 AVAILABLE(SEE §406.4 II AGGE55 TO PUBLIC, WATER). (LISTING AVAILABLE FROM THE DEPARTMENT). O SOCIETY FOR TESTING AND MATERIALS(ASTM). SPECIFIED IN HE APPROPRIATE (4) DEEPEN TH05E TEST WELL(5) THAT EXCEED THE DEPARTMENT'S HATER QUALITY 5TANDARD5 1406.4-Ib VARIANGE5 APPLICANTS ARE REQUIRED TO FOLLOW THE PROCEDURES ACCORDING TO OPTIONS A,B,OR G LISTED BELOW. THE LABORATORY MUST CERTIFY THAT TE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY, HE SUFFOLK COUNTY GOM1M15510NER OF HEALTH SERVICES MAY,ON WRITTEN > � Z 11J Ir- WELL 5GREEN5 MUST BE CONSTRUCTED OF NEON-CORROSIVE MATERIALS;5TAINLE55 STEEL 15 ty DEPARTMENT BULLETIN FOR SINGLE-FAMILY RESIDENTIAL GONSTRUGTION,OR OTHER THAN NOT FILTERED OR TREATED BY ANY DEVICE.THE SAMPLE COLLECTION POINT,5AMPLER'5 NAME, APPLICATION,GRANT A VARIANCE FROM A SPECIFIC, PROVI510N OF THESE �-_- BE SECURELY ATTACHED TO HE CASING. THE USE OF LEAD PACKERS SINGLE-FAMILY RESIDENTIAL GONSTRUGTION.HE APPLICANT'S PLAN MUST INDICATE THE LOCATION OF OPTION A.DEEPEN THE TEST HELL(S) FROM THE UPPER GLACIAL INTO HE MAGOHY AQUIFER,AND PUMPING RATE, AND LENGTH OF TIME THE WATER WA5 FLOWING MUST BE NO1ED ON THE LABORATORY RE6ULATION5 IN A PARTICULAR GA5E,SUBJECT TO APPROPRIATE w 5 � < PREFERRED.96REEN5 MUST PROHIBITED.SCREENS MUST BE A MINIMUM OIF 3 FEET IN LENGTH.TWO INCH I.D. WELLS GREATER ALL CEyypppLy SEPTIC TANKS,WASHING MACHINE DRYWELLS,SEWER LINES,STORM DRAINS,CATCH REPEAT THE COMPLETE HATER ANALY515. FORM. AN UNUSED WELL AT AN UNOCCUPIED NEW GONSTRUGTION MUST BE PUMPED FOR A MINIMUM OF 15 CONDITIONS,WHERE SUCH VARIANCE 15 IN HARMONY WITH HE GENERAL -7 THAN 150 FEET IN TOTAL DEPTH MUST UTILIZE 5GREEN5 THAT ARE A MINIMUM 5 FEET IN I ENGH. BASINS,DRAINAGE DITCHES,SUMPS,AND REGHARGE BA51N5 ON 511E AND WITHIN 150 FEET OF TE MINUTES,BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO SAMPLING. ALL PURPOSE AND INTENT OF THE REGULATIONS,AND WHEN 50GH APPLICATION APPLIGANV5 PROPERTY LINES. OPTION B. DEEPEN HE TEST HELL(S) THROUGH AN AWICLUDE OR CONFINING CLAY LAYER WHICH OTHER 5AMPLE5 MUST BE COLLECTED IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF FOR A VARIANCE HAS BEEN CONSIDERED BY A REVIEW BOARD APPOINTED DROP PIPES MUST BE CONSTRUCTED OF 5TA:INLE55 OR GALVANIZED STEEL OR HIGH-DENSITY PLASTIC WOULD IMPEDE THE VERTICAL FLOW OF CONTAMINANTS,AND REPEAT THE COMPLETE WATER HEALTH SAMPLE GOLLEGTION PROTOGOL5 FOR POTABLE WATER OR THE APPLICABLE U5EPA BY THE COMMISSIONER.THE GOMMI5510NER MAY (RATED AT 100 P51 AND APPROVED BY THE NSF FOR POTABLE WATER SUPPLIES).PLASTIC DROP HE DEPARTMENT WILL REVIEW HE APPLICANTS PROPOSED WELL LOCATION AS INDICATED ON HE HE DEPT ANALY515. WELL LOGS OR OTHER INFORMATION 5ATI5FAGTORY TD THE DEPARTMENT MUST BE METHODOLOGIES. IMPOSE MORE STRINGENT REQUIREMENTS IN A SPEGIFIG CASE,WHEN PIPE5 USED FDR SUBMERSIBLE PUMPS MUST IBE FITTED WITH TORQUE ARRE5TOIR5.MINIMUM INSIDE 5UR\/EY SUBMITTED.MODIFICATION OF HE WELL LOCATION MAY BE REQUIREDBOR ANY SUBMITTED WHICH VERIFY THE PRE5ENGE OF AN AQUIGLUDE. NECESSARY,TO INSURE A 5ATI5FAGTORY WATER SUPPLY. PAG�F�c=�) DIAMETERS FOR DROP PIPES ARE: PRIOR TO ISSUING AN APPROVAL TO CONSTRUCT. A TEST WELL MAY BE REQUIREDANY NEGE55ARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY OF SAMPLING INDIVIDUAL LOT WHERE THE QUANTITY OR QUALITY OF HE WATER MAY BE QUESTIONABLE (SEE OPTION G. DEEPEN HE TEST WELL(5) A MINIMUM OF 4Oi FEET TO A DEEPER SEGMENT WITHIN ENDED PUMPING TO REDUCE IRON CONCENTRATIONS OR OHER CONTAMINANTS 15 NOT MPROVAL BY HE GOP1M115510NER OF HEATH 11 I. 1.25 INCHES - SUCTION LINES FOR SUCTION-LIFT AND JET PUMP SYSTEMS; §406.4-12(0)). THE SAME AQUIFER WHERE CONTAMINANTS MAY NOT BE PRESENT,AND REPEAT THE COMPLETE PERM155113LE ON THE DAY OF 5AMPLING. IN AGGORDANGE KITH SUFFOLK COUNTY SANITARY GORE ARTICLE 4, � co5 AND TD GONSTRUGA WILL BE INDICATED ON COPIES OF HE PRELIMINARY WATER ANALYSIS. SECTIONS 406 AND 401,THE FOREGOING ARE REGULATIONS FOR PRIVATE r 2. I.0 INCH - PRESSURE LINES FOR JET PUMP SYSTEMS; DEPARTMENTAL APPROVAL- ANALYSIS OF HE GHARAGTC-RI5TIC5 LISTED IN TABLE 5 I5 REQUIRED,AND THE LABORATORY MUST WATER SYSTEMS APPROVED BY HE SUFFOLK COUNTY COMMISSIONER OF SURVEY WHICH MAY THEN BE SUBMITTED AS PART OF THE APPLICATION FOR A BUILDING PERMIT TO CLEARLY NOTE TH05E PARAMETERS FOUND TO EXCEED NEW YORK STATE DRINKING WATER MGUS OR HEALTH SERVICES.HESE REVISED REGULATIONS ARE EFFECTIVE .IDLY I, Igg2. 4 j w i' �- ' GUIDELINES. HE DEPARTMENT MAY REQUIRE HE ANALY515 OF ADDITIONAL PARAMETERS AT IT5 REVISED 3/31/03 cn 3. I.0 INCH - DROP PIPES FOR SUBMERSIBLE PUMPS. HE LOCAL MUNIGIPA BUILDING DEPARTMENT. DISCRETION.FOR EXAMPLE,ANALY515 FOR CERTAIN PE5TIGIOE5,SUCH AS ALOIGARB OR DAGHAL, --I MAY BE SPECIFIED Q f r ERT-� r1F UR X .a `' ,, ..,;-r'.,�r• ,fir•,; �)h f E OF. F'ROF FOR THE pp:DFD5ED FURGH�5 ,`� �c � �' t F BEVEL TU/\TE: GUTG�-• o(3UE s���a00`� GGN�U{ (( FDLK 1.JOU `tY� N� �/if� ;.57u ��. �• f i @`!,,�t��.�J ll �Lf�?� t . , Q+ rf -• rr �``'�` Ijt C, r1c IT- ti? �,; •i r _ - }•` mat k ;i`tv f1 r �i # 1 �•3 rW ff: a , etc j •��nj23 628' R v ,r• t.,� I .fr/,/ Z04- • a t �I � Qi •` '! '�'' filly `. .�:+ i- �y�.�'� �u{ vC°s8r� / °` 1 j"��• cam' :, + �� 824 5t2w I J 't '• I' �h V x'47 4a 0 �� � �n� ] � Ir• TMJ' 1 � • .� _ ,,jy ( .51 47 y. '1 ,li F«fF'fitw.�e ` Ja ^.f rr / 24, ` Npo % ) ry'�1.� •S^�• hO(ya Q `,Sl,+ ;rr•?'Vi1f 01 �ja�`i= Q * " / �i 3 � o� moo,: C!' J{� •�.' �� �• r r•t r <V M • ��b[� ���� � � l { rr err es qr,C •rs' ir'u� / \` r r�y�,,� � Ir� , t •� C3•• 1{�N � N / t •a!ea S 'L�th' G f'i w �.cty�. -. �/r`, /I � �.S .� f Q� -x -S 4 'Y �. 4 ♦ f C 1 5t1RVEYED OI-t4-�Iq yY}} spy / / ^MENt�ED 02-D4-'ftf `� �y� •AMENDED 02-t 7-ag Uf;FOL , COUNTY TAX 'S h 1000 - 102 - - 6.E 'OU i 1000 - IO�1 - 1 24.1 ° >. 17 O 3 i ` / 4302 a CERTIFIED TD: •• �`` ����`°I (kja 1T' �, , +�� •• r THE TO" OF SOUTHOLD �� GOMMONINEALTi I LAND TITLE INTRA •► t ,f 1 SURVEY83r, -sit, S =J , NOTE: t• �� , o 1Z ' l .>It MGNVMENT FGtJND � �_ ,.,t '•;, / i I p PIPE FOUND HEDGE 71, 888 iaR ,45 23' ,, �� t 22.Sf{ Acres ' '2,; l Area East Parcei 5e1.045 Acres �.a Ell Area iciest Parcel s �D.b56 Acres � � 'total Acreage 5,556 Acres ;2etalneca Area Transferred 5-1.000 Acres o Dev =2i�hts to be lla.tfMN!111MtN i•M•., Jf LMfa.YI 1KSl�tM WtT K �.''V� Sph •t^ `G- �I•\' '�1.7 (,�11n1 My ft)fn M.L int ,.tMt 1 Fif LiftLY �S`y ��'1't t'•�� D 11- 1t— V Satl.f.11 r.tl f:»•IIH Stt4[f'OS�[�['y IL/�— IIVf1 ILI= IL/� Lif1c1 I.1t v` i 1 • vtrns•nt'^t mlwa.N.l' fa,iY e•.f ent. II Y.S LIC. IJU •\` trrr..fa as:r/frfa,nta lw... . 41..l•M 11 wwlllN 7C tAft•WNIe.efetr. JOYIfsS LANG S!lRYE"iL'�l SEP 22014 i lu r.frf a,1f +n of x of nL1fn.•.t 6 EAST 14AII I STREET lth.✓enff.f •.N fM,fttutNlIN11 rri•f fY �1�15� 1'f 1 ` IM ti w,1 to W 111 i tL1M fwS( L'Mr+ �j.-VER 1E110.1{ 8'•,11901 j v N1 iTff�s lvfN�fhtf�a Ltt Nf�wUhf ellf•.' 36y-6388 Fa: 3�•9-8�F1� - REFERENCE a Sr_f n.M, tlTn••.�•,tl NOaf Vf•fftR ltlb Southold Town ---- Planning Boa,d 69,APHIG SCALE DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 128-039110 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 2'-0" 01 VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE , + 0 OWNER. 0 23'-6" c"zv 24'-6„ 3 (ZONE 2) 3.6'WIDE N o I 3.6'WIDE (ZONE 2 3) (ZONE 2 E.3) (ZONE 1) o D COLUMN � I~ CL 3-2x6 LAMINATE (ZONE 3) N w // lo 4 6 —� 24"0 (ZONE 2) / 3 6E (ZONE 3) 4E 2 5 1 U 3-2x6 LAMINATED STUB COLUMN 1 E MWFRS 01 36"0 Reference Corner r"I— Lu w # 1 D DETAIL COMMON FOOTING _ O �"' Z 40.8'WIDE {ZONE 4) � w SCALE: V= V-0' 3.6'WIDE , (� Z 3.6'WIDE (ZONE 5) v (ZONE 5) n. C-1 5/8" 11'-10 3/8" 12'-0" 12'-0" 6-0" N - - o Q z 11 4 a [ / 0 o o co v CIOW o O N m I''0" VENTED SIDEWALL OVERHANGS �0 J W O 1 1'-10 1/2" 12'-0" 12-0 11'-10 1/2" � z l'-O" NORTH ELEVATION NON-VENTED ENDWALL OVERHANGS 3.6'WIDE 3.6'WIDE I C � (ZONES 2 &3) W S4 (ZONES 2&3) FL ROTATE ROTATE 90" I 0 w i t 18"R „ 18"R 35 ui 5 _9 = 18 R ,g R 18"R 18"R 18"R 18"R 19 Lu u IO 31'-2 1/4' '" S4 z wM > 0 W I FL 3.6"WIDE 12 CIO� 3.6'WIDE 12 (ZONE 2 3) 61 �— \ to IT#16 GABLE TRIM / ;o 23'-7 1/2" (ZONE 2 b.3) 61 -� 24"R ❑ O 24 R —►{ I 23'-7 1/2" 30"R 30"R 18"R 30"R 18"R I W u� , F E J �-- I S4 _ Z O S5 12 K W r HI-RIB STEEL SIDING I 2.5 m U BQ ` (ABOVE)@ T#21 CORNER TRIM o I S3 G I t S5 T##167 TRANSITION TRIM Q x l I „ 30"R 30 R 12'-1 1/2" I HI-RIB STEEL WAINSCOT O 36 R 18 R 24" I T#167 BASE TRIM Z Q 12'-1 1/2" 1 18 R 30'R c i ( n I10 N D 3'-10 3/4si I I w I - -1 h' li Z O (TYP OF 4) — 4'-6 3/4 II �--- -- + N I h N \ I _i 28.8'WIDE(ZONE 4) L� Q w N TI c 28.8'WIDE (ZONE 4) 3.6'WIDE ZONEI 5) a. s "R 18"R 3.6'WIDE I � 24"R 18"R © 24'R 18"R 18"R18"R 18 18"R � 0,-0„ 3.6 WIDE (ZONE 5) Q (ZONE 5) N 18R (ZONE 5) L-j.-J _ ZV 18'-0" 18 CN -- _J 18'-0 18"R) 'O - - 118"R 18"R 18"R 1 o'R ❑8"R ❑ o o o O z '0 ❑ a ° — _ _ — ROTATE 90' IY A „ I , , ,�_„�� WEST ELEVATION c „ A EAST ELEVATION PORCH COLUMN 8'-10 (ZONE 2) 3.6'WIDE LOCATION DIMENSIONS _ = 3.6'WIDE FL (ZONE 2 E,3) 0 0 ^ (ZONE 2 3) (ZONE 1) LO �1 I� �1 0 co r `~ I (ZONE 3) -= T#8 RIDGECAPQ in __ _ I (ZONE 2) I I I � I I BUILDING COLUMN 11'-10 1/2” (ZONE 3j LOCATION DIMENSIONS ill-I ' 0" 12� HI-RIB STEEL SIDING � 5"O.G. GUTTER 10'- - � / / '��:. :. T#b AND T#167 (V S'C.G. GUTTER . 0 0 0 0 0 T#21 CORNER TRIM COLUMN PLAN LEGEND M to �- M T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT 0R/1 WN BY: JCD COLUMN LOCATION ❑ - 3-2x6 LAMINATED l,U MN PLAN _ T#1'67 BASE TRIM TED STUB COLUMN LOCATION O .©, DATE: 6/17/2014 ■ - 3-2x6 LAMINA C - 3068 9-LITE TEMPERED GLASS ISWING,LEAF NL/EFT HINGE WITDH LOCKSET K CHECKED BY: MURPHY FIBERSTEEL WALKID � - 3068 WALKDOOR♦ ; DATE: 07/10/14 2 I--- � - (2) 4072 METAL-CLAD DUTCH DOOR LEFT SWING WITH ALUMINUM �, REVISED DATE. YOKE GUARD • -__= 40.8'WIDE (ZONE 4) _ DUTCH DOOR RIGHT � � 3.6'WIDE REVISED DATE.' _ - (2) 4072 METAL CLAD DU SWING WITH ALUMINUM '3.6'WIDE � YOKE GUARD (ZONE 5) (ZONE 5) REVISED 0�1TE.' 28310 ANDERSON DOUBLE HUNG WINDOWS W/TEMPERED SAFETY GLASS ---- © - 28310 ANDERSON DOUHUNG WINDOWS w/ PIPE SECTION 6,-6„ 11 _6- 12'-0" 11'-103/8" 6'-1 5/8 REVISED DATE. ---- ® - 28310 ANDERSON DOUBLEe j NEW Yp - (2) 12'-0"x 9'-4" DOUBLE SLIDING DIAMOND"M" END DOOR(S) _ O WITH GLASS t ;o o0 co c Q - 4'-0"x C-0" DIAMOND 'M' SINGLE SLIDING LOFT DOOR W/ GLASS cry o 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE FUNCTIONAL j* .0 Z W/ 18 4220 CFM FAN VY DUTY THERMAX (ROOF ONLY) d � • - 1/2" HEAVY SCHEDULE SOUTH ELEVATION L scREws " OPENING SC ALL STEEL FASTENED WITH STAINLESS STERE FOOTING WITH 21 THICK CONCRETE ROUGH � A 30"R - 30" DIAMETER 18"R - 18" DIAMETER FOOTING WITH 21"THICK CONCRETE PAD(2500 PSI MINIMUM).20" BELOW BOTTOM OF ' r PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF UNIT SYMBOL WIDTH HEIGHT PRECAST CONCRETE COLUMN AROUND EXPOSED FROM LEGEND PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN 38 1/4" 81" REBAR CAGE AND 3/4"xl4"THREADED ROD WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST Q� • C'* ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST 0 VERIFY VERIFY ADD CONCRETE COLUMN. PLACE CONCRETE BELOW AND CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE a 46 3/4' $� ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 46 3/4" 80" OPERATION. VERIFY 24"R - 24" DIAMETER FOOTING WITH 21"THICK CONCRETE 36"R- 36" DIAMETER FOOTING WITH 21"THICK CONCRETE 4 VERIFY 2 8 20" BELOW BOTTOM OF PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF Q SCALE: SCALE.,AS NOTED PAD(2500 PSI MINIMUM). © VERIFY VERIFY PRECAST CONCRETE COLUMN AROUND EXPOSED PRECASTCONCRETE AND /4"xxll4"M THREADED ROD WITH AN VERIFY VERIFY 1' 4' 16' SHEET NO. REBAR CAGE AND 3/4"x14"THREADED ROD WITH A ADDIREBATIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST S OF S / ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE ONE AND CONCRABOVE ETE COLUMN. P TOM FLOWER COLUMN INLACE ONE AND ABOVE BOTTOM OF LOWER CO OPERATION. OPERATION. 5AN. YIELD CALC5: PROP. 5ANITARY 5Y5 'A': PROP. SANITARY 5Y5TEM 'B': PROP. STORM DRAINAGE CALL: oZ _ VOLUME = AREA x RAINFALL x C0EFFIGIENT ,>ou�wrondreinr''`' e _ SANITARY SYSTEM 'B (DEDICATED TO HUMAN WASTE) ZONING INFORMATION: � SANITARY SYSTEMA DEDICATED TO ANIMAL BOARDING) - _ � i ALLOWABLE FLOW ITV): ( _ _ ;'_:;:;F;, E (DENS _ PROP. HORSE BARN t PORCH - 2 I6 SQ.FT. - < 9 PROPOSED HORSE BARN - 1726 SQ.FT. A --�'��: ��`'�'-=;:�<- . GROUNDWATER MANAGEMENT ZONE: IV WASH DOWN AREA IN HORSE BARN _ AGRICULTURAL GON5ERVATION 'A-G': FRONT YARD SETBACK;60'MIN CAPACITY = 4 HORSES TL PROP. BLD6 AREA = 1,12b SQ.FT. PROP. PRK6 4 MANEUVERING AREA - 3,174 5Q.FT. ALLOWABLE FLOW FOR 51TE - 600 6PD/ACRE PROP05ED ,: LOT AREA: 80,000 5Q.FT. MIN. EX15TING: 100.2' ch STRUCTURE USE: GENERAL INDUSTRIAL = 0.04 6PD/5F RAINFALL = 2/HR = 0.I61 ..:•-. _....z,...;.,,-::J:, qr 51TE AREA = i22.b1 ACRES(tgg3,b51.82 5.F) PROPOSED HORSE BARN = 1,728 SQ.FT. GOEFFIGIENT OF ROOF = I.0 EXI5TING: 9g3,651,b2 50.FT.(22.SIAC) PROP05ED: 100.2 237.1 F. 20 25 (600 6P0/AGRE)422.bI ACRES) = 13,686.0 6PO ALLOWED HORSE BARN = 0.03 6PD/5F PLUS 10 6PD/5TALL 4:-:: COEFFICIENT OF GRAVEL AND ASPHALT = 1.0 PROP05ED: NO CHANGE '"y' Z+c 25 20 1 EXISTING FLOW = O.0 6.P.D. 0.03 GPD x 1,126 SQ.FT. = 5184 GPD REST ROOM: `~ °r yS�NP c 4 HORSES X 10 GPD = 40.0 GPU 1,725 50.FT.6 A4 6PD/SQ.FT. = 64.12 6PO FLOW SIDE YARD 5ET13AGK: 20' MIN est c��t�n..e �q� 3 30 25 \ 1 TOTAL PROPOSED SITE SANITARY FLOW(DENSITY): REQUIRED FLOW = 5154 GPD + 40.0 GPD TOTAL REQ'D FLOW = bq.l2 GPD STORM DRAINAGE SYSTEM No.l LOT WIDTH; 175 FT MIN. EXISTING: 121.1' _ : _ ��o F�°T �N� 4 TOTAL REQ'D FLOW = 9164 GPD (PROP. HORSE BARN EXISTING: 602.63 FT PROPOSED: 121.1' t 1133' REQ'D FLOW FOR SITE = SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW 2,016 S.F. X 0.167' X 1.0 = 336.61 CU.FT. PROPOSED: NO CHANGE 7(L TL. PROP.SAN FLOW = SYS. 'A' +5Y5. 'B' cute ae su:No" SEPTIC TANK: REQUIREMENT = 2X DAILY FLOW 64.12 6170 X 2 = 13b24 6PD •VOLUME REQUIRED = 33bb1 GU.FT. 51DE YARD 5ETBAGK GUMULATIVE: tis r 'q� �0 1 8• �j qp 1 9184 GPD +bq.l2 GPD = 160.46 GPD yq�^der � ��•� e`�'-y TL PROP.SITESAN. FLOW(DENSITY) = 160.96 GPD 91.84 GPD X 2 = 183.68 GPD- LEACHING POOL: REQUIREMENT = FLOW/ 15 'USE: LOT DEPTH;250 FT MIN. 45' MIN �`- LEACHING POOL: REQUIREMENT = FLOW/I5 64.12 6PD /15 = 46.08 5.F. (1)8'R X 8'DP LEACHING POOL EXISTING: X5251 FTb23.1' ! = m 's x �� 1 00% p"// 49h \ 30 VOLUME PROVIDED = 331.92 GU.FT. EXISTING: 0� ;,: 91 b4 6170/ 15 = 6123 5.FJDAY PROPOSED: NO CHANGE PROPOSED: 623.7' d 7035' ��e tis I q USE THE FOLLOWING 5TRUGTURE5 FOR SAN.5Y5. 13': 0 4 " USE THE FOLLOWING 5TR1)GTURE5 FOR 5AN. 5Y5. 'A': (1) 1,200 6ALLON SEPTIC TANK(b'0X4'LD) WITH STORM DRAINAGE 515TEM NO2 no►o �? ? SITE QS q� , LIVABLE FLOOR AREA: 850 5.F. REAR YARD SETBACK: 75'MIN eM �✓' LOCATION e.ren.�.e x215' s +� es (1) 1,200 GALLON 5EPTIG TANK(b'mX4LD) WITH (2) bV X V EFF. DEPTH LEAGHIN6 POOL(300 5.Fa (PROP.PARKING AND MANEUVERING AREA) (S.F. PER DWELLING UNIT) ' 6S **MINIMUM GOMMERGIAL SYSTEM** 8114 S.F.x 0.161' x I.0 = 530A6 EXISTING: 656.1' fr ?r r»t,H.e < (2) b 0 X b EFF.DEPTH LEAGHIN6 POOL(300 5F� z:•:.. PROP05ED: 656.1' t 4535' :. V P "' g , , PROP05ED: N/A cres worrrrruk M..snrosni H:;;:.:r:= b J'� *'MINIMUM COMMERCIAL SYSTEM'* VOLUME REQUIRED = 530.06 GUFT. " „_, (1)b'O x 13' DP LEACHING POOL m BUILDING HEIGHT; 35' MAX. ;� o � } `:'•;�'��;�' y€: !n VOLUME PROVIDED = 549.12 COPT. r - J EXISTING: UNKNOWN ' C ` l.•,Y e,.;c�?.: O I \ PROPOSED: ±26 o , ROTE: �. 1 4' STEMS A5 SHOWN Nt"rr"tooNarond INTERCONNECT DRAINAGE SYSTEMS Z ) 5TORIE5;2Y2 MAX. vt"rrit"e< = ys, IVervsutrnl:c'i !� eo EXISTING: I STY ` Ktm. ,,.r.;,,t I ' r, 35` EXISTING b� eq�'o� LINE / SYMBOL LEGEND PROPOSED: NO GRANGE KEY MAP e FOR WORK IN THIS AREA Q NOT TO 5GALE / "Open Fuld" '9n ' q PROPERTY LINE PARKING SPACE / � \ ,SQ SEE 'ENLARGED PLAN' - PROPOSED SANITARY, SETBACK LINE H.G. PARKING SIGN 'No PARKING • 4 �' STORM AND DOMESTIC WELL (THIS DWG) FINISHED FLOOR ELEVATION F.FL.EL. _ (� DETAIL THIS SHT) ANYTIME" SIGN PROPOSED SITE PLAN: 30 �6- EXISTING TO BE 51TUATE-0 AT: SUFFOLK COUNTY,NEW YORK I �, /O.,' SEE 'PROPOSED LIGHTING PLAN', SEE DWG No.3 REMOV/RELOCATED •••••••••••• •••••••••• TEST HOLE o? ALVAH5 LANE CUTGHOGUE,NY 5.6.T.M.# b00-61-01-205 25 /� �` x160 WAS W TOWN OF RIVERHEAD 51TE AREA: ±gg3r651.82 sglt.(±22b1 ACa \ �� \ ss q�q J SANITARY SEYJtR AO J 36. ( / ./ STORM DRAINAGE SD SD COVERACE CALCULATIONS: EXISTING PROPOSED gG�o�F o� FENCE PUMP HOUSE ±101 5F. N.G. �qi o.� e HORSE BARN 112b S.F. os�� A SILT FENCE ri Q PORCH(6'0Px4b'L6,2bb 5.F) 2b8 5F. EX15T1NG CONTOUR d- L_ b TOTAL BI,':LDIN6 AREA: 2,117 S.F. PRGPGSED GONTouR EXISTING LOT COVERAGE: c� c/ �� �� 'Open Field* � \ __� p a �0 / ' I \ o, EXISTING 6RADE x6,0 25 �QQ �c� /13 'FUTURE STORAGE ' \ c �\) c~4% � 9-0 6-0 b-0 b-0 PROPOSED: O=% Xi1 (2,101 111F1)5F) 1 0 rR UIRE 5T ROGATION f c oq (/) /30 PROPOSED GRADES xbA I 30 �' Q,c / • EXISTING CONTOUR 0 ' q� L m BE REWORKED q�e, TYPICAL PARKING DETAIL y- SITE PLAN BA5ED ON ORIGINAL SURVEY BY: • PROPOSED PARKIJ \ �olt NOT TO SCALE NO I E• JOHN G.EHLERS,LAND SURVEYOR, a 3� AND MANBJVERING \ \ � I. HOS-:5E BARN 5TR 16TURE BY OTHERS. NY5 LIG No. 50202 ; AREA SEE NORTON BUILDINGS FOR INFORMATION, b EAST MAIN STREET RIVERHEAD,NY 11901 1- 1 1 HO CH ' D 1 ';�e PARKING CALCULATION: W N PORCH D,, �� � L •EP I xlb.o 25 ��G9G SOUTHOLD CODE: SURVEYED: JUNE 2014 m :LP sir BOARDINGHOUSE REQUIREMENT, TOPO PROVIDED BY: Q� r, G e� J �j of NEW YORK CITY I SPACE PER GUEST ROOM(STALL) IN TOP06RAPHIC MAP- FIVE EASTERN TOWNS ,�/ O •O �. LP bh \ i I--�-1 :5T .,EP I 9�s &LONG ISLAND ADDITION TO RESIDENTIAL REQUIREMENTS CREATED BY: LOCKWOOD,KESSLER AND ��k A LP S qs 800-272-4480 1 811 4 SPACES(4 STALLS) +2 SPACES(SINGLE DATED: O' INC, w < C-0 DATED: OS-12-15 yQc�ti�rP ` �`<G1 �� ,`�� \ �S '��/S 6 689 FAMILY RESIDENCE �n No. BB-35 E--I X z ��,��(� �\� • h���� cod \ \ ��� www.dignetnycli.com AL DATUM: MEAN SEA LEVEL OF Ig2q � O TL SPACES REQUIRED: b O GRADE TO PITCH® \ \ /- 1-- ` 1 www.call811.com APPLICANT/OWNER: � � In BU�L01 FMD - ! (for other states) TL 5PAGE5 PROVIDED: b BELLE RIVER PROPERTIES,LLC \ \ \ INCLUDES(1) HANDICAPPED SPACE ( EXISTING GONG. ` / \ � By law,excavators and contractors working in the - F"H0U5E TO ` \ Pe five boroughs of New York City and Nassau and t NOTE: O REMAIN 1 I 1 \ ��h o t THERE ARE NO STORM WATER DRAINA6E = O 1 `lc� I Suffolk Counties on Lon Island must contact � y q^ g ti0 �c c SYSTEMS EXISTING OR PROP05ED WITHIN N 5� 5HT 2 �� s� 9e DigNet, 1-800-272-4480 or 811,at least 48 hours is s 20'OF ANY PROPOSED 5ANITARY SYSTEMS but no more than 10 working days(excluding / Q o, (`{� \ \ weekends and legal holidays)priorto beginning cO�QrcQ`� i `Q xlb.0 any mechanized digging or excavation work to / �Qc�Q-� ,o�,c� ERE ARE NO POTABLE WATER WELLS WITHIN I OF / \ c \ ensure underground lines are marked. �'Q �iS"ro 1 ANY EXI5TING AND PROPOSED SANITARY 5YS 1 \ I \ Excavators and contractors can also submit / ���, T� 1 TE W I \ / Subject to xlb.o locate requests online,through ITIC.If you do notI-- • / \ Development Rights 25 currently use ITIC,please call 1-800-524-7603 I , 25 Town of Southold / �o�t for more information. 22AI Acres SX Pp '1 33127 PARKING/MANEUVIERIN6 AREA X11.0, - \ `S S�� HANDICAPPED SPACE AND A5`5XIATED LOADING ENGINEER: ,c� / For safety reasons,homeowners are strongly / T 30 6'� encouraged to call as well when planning any L� �J SPACE SHALL BE ASPHALT PAVED E PROP05M '�'i��/ BALANCE OF PARKING AND MANEUVERING AREA .�� C EXISTING r type of digging on their property.Homeowners STORM DRAINAGE SYS. N0.2 SHALL VEL 25 \ / "Open Field" can contact us directly at 1-800-272-4480 or by NC7 AREA) TL A : ,I'i4 S.F. calling 811,the national call before you dig ' IJP (I Sm 3' D(PARKIN5 AND P LP.I(502 � * n\r A. 9 Cr �• ( number.For excavation work completed on r- �, w personal roe / / � p property,rty, it is the contractors a n , . N w 20 I A .�� / \ �Q. I ,b, responsibility--NOT the homeowner's-to contact ' PROP,LIMIT OF DISTIJRBMIC.E �O /9 L ro ` �Lj DigNet. Having utility lines marked prior to PROP. EROSION C.ONTROI_ NETWD: �� iy\ b: / digging is free of charge. ' / (APPROX.21610 S.F.(CSO AG) b / SILT FENCE BARRIER p 073493 S .\ I {0 b. I le. c�D2 b'm........'. (5EE DETAIL,DW6 No.2) �A �;� PROP. EROSION CONTROL METHODt 4 �.:.... Trio iecii')PEN.':•'••'••':::.'.. E S.,\ g (DRAINAGE INLET PROTECTION x15.5' .. ::" .. JEFFREY T. E6UTLER, P.E. / �� ��• .fJ A \4j (TYP OF 2,5EE DETAIL ON DWG Not) .:: / ?6':•:;:•:•;•:• t t . .o,..... :::. 0 �aED SMllTARY SYS A: 6 �i�, \ bc� ��• /� Fi?�. �,� •�O 3. `b' *4PROP05EP 5Y5TEM TO BE UTILIZED FOR �o '1• % /cs, /• 4j� �'� I ffi : a:: ::: -- ' • ::':':':':' :::'. ANIMAL BOARDING,MIN COMMERCIAL 5Y5** Q STORM DRAINAGE 5YS,Ib.l 1.•. I - 1200 GAL SEPTIC TANK(5'1PX4'LD) !Y i �a EP 2 - 8 DIA. x b EFF. DEPTH LEACHING POOLS w/ •6�' /�L. �•lQ �bo ��\ �� �0 �' I (HORSE BARN AND PORCH ROOF) ' ' USE: (I) 80x8 DP L.P. (SDI) �^o , I SOAS EXPANSION 25 ���o� \o�`�ti � h `�� / F.FL.EL. NOTE: FUTURE EXPAN51ON POOLS MUST BE THE SAME 51ZE 20 C,�0,K a� •��, , O BARN AW PORCHLP(O 20 MIN ' AND DEPTH As POOLS APPROVED FOR SYSTEM O < ``� F -25- `0 I e 21.5 TEST HOLE LOCATION }- BARN AREA = 1,728 5Q.FT. F N }- �5r' ��\� � PORCH AREA = 288 50.FT. 8, °I o ° e 1LP z _ /ro 0� 4 PROPOSED HORSE STALLS, G, ti NOTE: MAXIMUM 5%GRADE CHANGE O Q b LL �' J Aj• REST ROOM, BATH rI io, o -'LP WITHIN 20'OF ALL SEPTIC SYSTEMS 1 LLJ ?ora �c\ •. /0 OO�S�HORSE WASH WN AREA O ST ILP °;EP CSIz > I 0, ��'P, �a Oc c� �v`` FROM PROP.LINE V Z &2� 0. 0 ,c c OHO Q \tio�a�rho ` FR 15 °Er r Oc PROPOSM SANITARY SYS 'B': LY 6 cQ / ' DA pRpp t� ' "PROPOSED SYSTEM TO 13E UTILIZED FOR HUMAN WA5TE, Q-• W - 0�. /� 4 \�� \ MIN COMMERCIAL 5Y5** z x215 j\ � / \ �6/ � ' ` 1 1 - 1200 GAL 5EPTIG TANK(8'1PX4'LD) w W Q Z d- otcoyy�� h PROPOSED 1"0 WATER SERVICE 2 - 8' DIA. x b' EFF. DEPTH LEACHING POOLS w/ L. -� J o�%6c��oP �� LINE,SEE INSTALLATION 3 150% EXPANSION '� �- 0 TEST HOLE �o � � �`° REp)IRE IENT5 ON DWG NoQ NOTE: FUTURE EXPANSION POOLS MUST BE THE SAME SIZE AND 6 (Y = OO m N BY: I-VDONALD 6E05GIENGE r0 /`� I DEPTH A5 POOLS APPROVED FOR SYSTEM �'''- W BOX 1000 SOUTHOLD,N.Y. IMI �0C, -G�0(� �\ / \ EXISTING CONCRETE PUMP I � r 'I < O O 631-1b5-36-n I •� CV I•L- DATE: JULY 16,2014 SITE PJ.� I `� 9j 1 I �� D��c�T�L; - ._.= 11J W 1- HOUSE TO REMAIN(FOR GRADE o 21.0' IRRIGATION PURPOSES) / F��5�06 Ii1 r (� < O O 6ROUND LEVEL 0' FRpM u I AUG 1 8 2014 MIXED SAND t LOAM 100 50 O 100 200 3,00 400 �S� 0� I D �� \ / "� "'--- '-- Z 6RAPH16 SCALE 1" = 100'-0" l � � �5 O5� Southo;;;;xvn � Z � EL.20.5 05 BELOW GRADE I �� tOp I / \ Q z �� Flunninr � BROWN AND PALE NOTES• p /1 O O D BROWN FINE TO I. ELEVATIONS ARE REFERENGED TO FIVE EASTERN TOWN5 TOP06RAPHIGAL MAP v MEDIUM SAND EXISTING ELEVATIONS ARE 5HOWN THUS: 25.0 (517) EXISTING CONTOUR LINE5 ARE 5HOWN THUS: - 25 I \ 6�> SEE DETAIL ON DWG N0.2, / I EL.bb' 14.4'BELOW 6RADE ts SEE INSTALLATION REQ'MT5 \ I J 1 P A I7 E . r _' ON DWG NO3 WATER IN PALE O �� BROWN FINE TO MEDIUM SAND(SP) �i NOTE: EL.4.0' I1.o'BELOW 6RADE \� ��� PARTIAL SITE PLAN - PROVIDE I" WATER SERVICE TO PROP.HORSE BARN('K'COPPER 6P.Ol1NOWATER ENCOUNTERED TUBING). SEE '56D% PRIVATE WATER SYSTEMS'(SHT 4). PROPOSED SANITARY SYS, STORM WATER SYS AND DOMESTIC WELL SGDH5 APPROVAL AREA: 14.4'BELOW SURFACE ANY AND ALL H05E BIBB5 TO HAVE CHECK VALVES. ;r SCALE: I = 40'-0" of THESE DRAWINGS AND AGGOMPANYING 5PECIFIGATION5,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METH01D,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERM155ION FROM THE ARGHITEGT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL cowAGT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THE5E RESTRICTIONS. INSTALLATION REQUIREMENTS FOR: 36'MIN.LENGTH FENCE WOVEN WIRE FENCE(MIN. -� Screen Vented Well Cap P05T5 DRIVEN MIN. Ib' 14 1/2 GAUGE W/MAX.b' SERVICE LINE FROM with Sanitary Seal SEE DRAWING No.3 FOR 2 X4 WOOD FRAME INTO 6ROUND. MESH 5PACING) PROPOSED PRIVATE WELL Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF Sloped Away From Well 15' HEATH SERVICES-PRIVATE WATER Electrical Line en STAKE lo' MAX. G. To G. (TAKEN FROM SUFFOLK GOUNTY WATER AUTHORITY,APPENDIX 3) Minimum In All Directions Water Line �- SYSTEM STANDARDS FABRIC INSTALLATION OF SERVICES- n z -� :• PING ON THE PROPERTY,4 1/2 FEET DEEP FROM THE BUILDING TO THE PROP05ED WELL.A MINIMUM 1' (V Concrete Slab 2'Min Submersible INSruL PI In All Directions pump z SERVICE LINE 15 REQUIRED. '� NATURAL GRADE 8 -G _ I. LEAVE A I'RISER ABOVE THE 6ROUND LEVEL AT THE WELL LOCATION WITH THE END CRIMPED. 2. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. EL. ±19.0' HEIGHT OF MEA5UREMENT5 ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE BUILDING TD THE END OF YOUR PIPE AT FILTER THE PROPOSED WELL. /�\/\/.�/. \\\\/i�/i� T.O. WATER TABLE 6 EL.6.6' Ib'MIN. 3. THE END OF THE PIPE AT THE WELL SHOULD BE 10 FEET AWAY FROM ANY OB5TRUGTION SUCH AS TREES,UTILITY \//�/ \/\\\/i\ \� \/' W (HIGHEST RECORDED GROUND WATER) = =J I I v 0� z POLES,DRAINAGE STRUCTURES,AND SHOULD BE AT A LOCATION APPROXIMATELY OPP051TE THE POINT OF S •� �/i,,, ov W �kti � � �� �� y ENTRY INTO THE BUILDING. °G \ Excavation And Excavation And �. 4. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. o� Compacted Earthfill Compacted Earthfill ^ DROP INLET BRED FABRIC 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT GLEARANGE FROM WATER 5ERVIGE. -� _ WITH GATE PERSPECTIVE VIEW Electrical Line- Frost Line U Z f- �_n �� FRAME 36"MIN.FENCE P05T-�\ 1. TYPE'K"SOFT COPPER TUBING,MINIMUM 51ZE IS INSIDE DIAMETER. 4" PVC Casing- O `Imi � 2. CUSTOMERS VALVE: LU - WOVEN WIRE FENCE(MIN.14 I/2 GAUGE W/ N A VALVE MUST ESE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. _ �T !�� " 3. PLASTIC PIPE 5PEGIFICATIONS; IS dapter 3 MAX.b MESH 5PAGING)WITH FILTER CLOTH FLOW 3 A.PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER SYSTEMS CAN 13E INSTALLED FROM THE O WE- V I I I I l z BUILDING TO WITHIN 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE PROPERTY LINE MU15T BE'K"SOFT isc ar e r- I Z COPPER TUBING. T.O.WELL 5GREEN e UNDISTURBED GROUND B.PIPE SHOULD BE CLASSIFIED TO WITHSTAND WORKING PRE55URE OF 200 P.5.1.(WITH BURSTING PRE55URE //\����\i� \ �� \ EL. -38.0' 6ATHER EXGE55 I I I I I RATED AT LEAST TWICE THE WORKING PRESSURE) _ _ G.PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT I5 UTILIZED 15 NOT ACCEPTABLE.(BRA55 _ AT CORNERS COMPACTED 501E � I.E. B EL. 14.5 f I � WATER SERVICE LINE EMBED FILTER CLOTH COUPLINGS ARE REQUIRED) U5E: 1"4) Ib0 P51 POLY PIPING _ Packer A MIN.OF b" IN GROUND. 04 --1D.TWENTY(209 FEET OF COPPER 15 REQUIRED FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC PIPE. L _ GONSTRUGTI ON SPEG I F I GATI ONS 5EGTION VIEW a Expansive Hydraulic - SERVICE LINE INSPECTION PROCEDURES � - Cement Grout Or � � Screen I. GALL THE NEW SERVICE DEPARTMENT TO REQUEST AN INSPECTION WEEN YOUR WORK 15 COMPLETED.(ONE Bentonite Based Grout I.FILTER FABRIG SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE U5ED FOR SHORT BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) _ TERM APPLIGATION5. 2. 501-EONE MUST BE PRESENT ON THE DAY OF INSPECTION. Minimum Diameter Drill Hole _ 2.GUT FABRIC FROM A CONTINUOU5 ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED GONSTRUGTI ON SPEG I F I GATI ONS 3. IF REINSPECTION 15 NECE55ARY,A$25.00 FEE MUST BE PAID PRIOR TO THE REIN5PEGTION. See Note 5 _ 4. LEAVE THE TRENCH OPEN.DO NOT BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE SERVICE B.O. WELL e EL.-41.0' _ THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 1.WOVEN WIRE FENCE TO BE FASTENED 5EGURELY TO FENCE P05T5 WITH WIRE TIES LINE. Water Line 3.5TAKE MATERIAL5 WILL BE 5TANDARD 2" x 4' WOOD OR EQUIVALENT. METAL WITH A OR STAPLES.POSTS SHALL BE STEEL EITHER'T'OR V'TYPE OR HARDWOOD. 5. IF THE SERVICE LINE INSPECTION PASSES,THE END OF THE PIPE WILL BE PAINTED BLUE.IF SERVICE INSPECTION FAIL5,THE END OF THE SERVICE WILL BE PAINTED RED. From Pump MINIMUM LENGTH OF 3 FEET. 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAIL5. USE: 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 1. NO OTHER UTILITIES(E.G.GA5,ELECTRIC,GABLE TV,ETC)SHALL BE BURIED IN THE WATER SERVICE TRENCH. INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF FENCE SHALL BE WOVEN HIRE,12 I/2 GAUGE,6'MAXIMUM MESH OPENING. TYPICAL WELLHEAD 4"PVC TEST WELL,70 FT DEEP, �HP, WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3,�1.(TyJO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- NOTICE: IF INSTALLING SEPARATE HOT WhTETR HEATERS,SEPARATE EXPANSION TANKS SHOULD ESE INSTALLED. 20 GPM FRANKLIN ELECTRIC 5. FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 0 0 Scale SUBMERSIBLE PUMP,STATIC LEVEL�a 24' WATER WELL SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. MIRAFI IOOX,STABILINKA TI40N,OR APPROVED EQUIVALENT. b.A 2 x 4 WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC FOR OVER FLOW STABILITY.MAXIMUM DRAIM6E AREA I AGRE 4.PREFABRICATED UNITS SHALL BE 6EOFA5,ENVIROFENGE,OR APPROVED EQUIVALENT. Not To Scale 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES"DEVELOP IN THE SILT FENCE. OteS: FILTER FABRIC I. Water well and pump installation shall comply with all applicable local and state U.S.DEPARTMENT OF AGRICULTURE U.5.DEPARTMENT OF AGRICULTURE regulations. m NATURAL RESOURCES CONSERVATION SERVICE DROP INLET NATT1Ru .O REURCES CONSERVATION SERVICE 2. Excavations and all other work shall conform to 05HA regulations.NEW YORK STATE FENCE 3. Electrical wiring must comply with local codes and manufacturer's requirements. � ('() NEW YORK STATE 501LL4WATER CONSSE-ROF VATIO TAL GGOMMITTEEION PROTECTION "E NEW YORK STATE 501E TER CONYORK STATE DEPARTMENT OF SERVATION COMMITTEE Io" 4. Pitle55 Adapter and waterline may be installed above the frost line only when the well � O Is t'5ed seasonally. d� PROVIDE: WATERT16HT,INSECT-PROOF ADJUSTABLE AND LO(KINS CAST IRON 5. Men on overalzed drill hole is Constructed for the installation of the Casing, the N FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(iYPIGAU diameter of the drill hole shall be a minimum of 3 inches greater than the outer ij-1 SEPARATION 015TANGE REQUIREMENTS FOR diameter of the Casing or coupling,whichever is greater. V t_' 5TORMHATER LEAGHIN6 STRUCTURE 'S AND PIPIN6 PPOP05M MAINTAIN SAI MAX.SLOPE FROM EDGE OF b. Casing diameter shall be sized so that the uphole velocity 15 less than 5 ft/sec. (Y IN) (OTHER*THAN RESIDENTIAL: BUILDING SANITARY SYSTEM OUT 20IN EACH DIRECTION 1. Minimum co5ing strength shall be determined as described in IL Practice Standard 642, Q HORIZONTAL 5TARA11ON 015TANCE5 FOR STORM DRAINA6E V THK TRAFFIC,BEARING SLABS(M) Water Well. m X LEACHIN6 POOLS: 5. The screen shall be sized to permit water entrance at n0 greater than 0.-1 ft/sec. X PROPERTY LINE= lo'MINIMUM FIN.FL. PRaP05ED 6RADE �q G.I.COVER G.I.COVER G.I.COVER 9. Pump intake shall not be placed inside well screen. NZ LU 13UILDIN65 WITH CELLAR= l0'MINIMUM www.dignetnycli.com •ELEV.215' N 215 215 N 215' 10. An airline shall be installed where the water level Iles more than 250 feet below the �--� X Z HATE SE VI SLAB= 10'MINIMUM 6 of NEW YORK CITY °r T.O.SLAB• ground surface. This airline can be composed of copper,polyethylene or galvanized WATER SERVICE LME/LATERALS/MAINS= 10 MINIMUM tut n and shall have a PreSta valve installed to allow the Connection of an air www.call811.com UNDERGROUND UTILITIES=5 MINIMUM &LONG ISLAND 4"Q SDR 35 PVC aY4/L.F. _ _ _ EL.20.01 _ _ F71qD' MIN-1 T.O.SLAB o EL.Igbb' g O SANITARY SEPTIC TANK=20'MINIMUM (for other states) _ _ _ _ _ cornpre55or. Airline must be airtight and its exact length must be documented. l(7 4"DIA.PVC,PIPE 1 I/b'/LF.SANITARY LEACHING POOL=20'MINIMUM0 , , 7 B.O.SLAB 0 11. The well Ga shall be removable to allow for measurement of depth to water surface 5Y5 B:IE=on SYS A IE=17b5 / or pressure. p CL GREASE TRAP=20 MINIMUMR 00-27?-4480 811 , PUMP STATION=20 MINIMUM9 :o �,T1£ 5Y5 V:IE.=1135; , , o ® ® ® © ® 12. After construction i5 Complete, the well shall be disinfected per local or state MANHOLE=20 MINIMUM " 5Y5$ IE =CibS 5Y5 A:IE=Tllr _ p PRIVATE WELL5=50'MINIMUM 4 0 HOUSE TRAP .0 4 Q SYS 8':IE=1135 ® ® ® � ® O RETAINING WALLS= l0'MINIMUM 5Y5'A': 1075'•Y,'YLF. =2M'=0224' 1Z ;r SYS 8':IE=170' ® � � �LP� ® requirements _17 O By law,excavators and contractors working in the For safety reasons, homeowners are strongly 1 OIC�"� FUEL STORAGE TANKS(BELOW 6ROl1ND)=20'MINIMUM 5Y5'B': 1525'�y'ILF.=3bl'=031b' SEPTIC TANK ST 5Y5'A':22.11's Y►VILE.=2.77'=023' � � o ® ® ® 4 4 ® N N five boroughs of New York City and Nassau and encouraged to call as well when planning any 4'MIN33.-5'o SYS 13: Y67L.F.=422'=035 t'(1 HORIZONTAL SEPARATION DISTA�P�FOR STORM DRAINAGE Suffolk Counties on Long Island must contact typE�of digging on their property.Homeownersb 0 x 6 EFF.DP. NON-LEACHING 5TRXTURE5= DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by BOT OF TANK 6 EL.13.02' LEAGHINS POOL WATER SERVICE LINESMTERALS/MAINS=5'MINIMIM but no more than 10 working days(excluding m lling 811,the national call before you dig b•0� Q OF 2/5Y5) t� ® �T UNDERGROUND UTILITIES=V MINIMUM weekends and legal holidays)prior to beginning number.For excavation work completed on 3'GLEAN SMD COLLAR PROVIDE: WATER11614T,INSECT-PROOF ADJUSTABLE AND LOCKING CAST IRON �r'•TL,� --t 6REA5E TRAP=5'MINIMUM any mechanized digging or excavation work to personal property, it is the contractor's z BOTTOM P�-0 / I FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENIN6(tiYPIGAU PUMP STATION=F MINIMUM ensure underground lines are marked. responsibility--NOT the homeowner's-to contact 5Y5'A't 13'o EL.11.0' MANHOLE=5'MINIMUM Excavators and contractors can also submit DigNet. Having utility lines marked prior to SANITARY SEPTTG TANK=5'MINIKH locate requests online,through ITIC.If you do not digging is free of charge. Tl'STHOLE: 6ROl1NDYUITER FOUND EL.bb' FINISHED GRADE ENGINEER= currently use ITIC,please call 1-800-524-7603 VERTICAL SEPARATION 015TAWB FOR STORM DRAINA6E for more information. 24 ' 24" � � " 8"MIN TRAFFIC �pF NEIN Y BEARING TOPLINES: '� O WATER SERVICE LINES= Ib'MINIMUM CO _ 20 MIN � ?r � � .. I 20' MIN , SANITARY WASTE LINES- Id MINIMUM PROPOSED SEPTIC SYSTEM1 A' - ANIMAL BOARDING AND „ _ z'"`� �PROPOSED SEPTIC SYSTMEU - HUMAN WASTE PROFILE OUTLET (MINIMUM COMMERCIAL 5Y5TEM -TYPICAL) 2� NOT TO SCALE MIN 35 PVC I b' FLOW LINE MSDR 35 PVC,IN 46 VIA. pA 073493 CAST IRON FRAME AND 6IRATE/6OVER PIPE OR S\O CAMPBELL 1162 G OR APPROVED EQUAL _ PIPE OR CFES �+- � EQUIVALENT - EQUIVALENT bj PITCHED MIN. ;I ;I PITCFED MIN FINAL 6RADE Y4 IN/I FT p BAFFLE O JEFFREY T. BUTLER, P.E. SEPARATION D15TANCNG E REQ'MT5 FOR SEPARATION D15TAE REQ'MT5 FOR 0 WALL -1 Y.IN/I FT b TRAFFIC SANITARY LEACHING 5TRUGTURE5 5ANITARY SEPTIC TANKS BEARIN6 Q SLAG (OTHER THAN RESIDENTIAL: (OTHER THAN RE5IDENTIAU: L5'PIPE DIA MIK •• I 41 MINIMUM HORIZONTAL SEPARATION D15TANCES: MIN.HORIZONTAL SEPARATION DI5TANCE5: I I I%MIK(A5 RECURED) I APPLICABLE) A.EJILDI146 IN CELLAR= 10'-0' A.BUILDING W/CELLAR= 10'-0' , T Ptl'E. B.BUILDING ON SLAB= 10'-0' B.BUILDING ON SLAB=5'-0' • PROVIDE: HATE RTT6HT,IN5EGT-PROOF ADJU5TABLE AND LOCKING CAST IRON Q !I SIZE:DBl51TY POLYE7tiYLBE MDQ G.WATER LINES=lo'-0' G.WATER LINES= 10'-0' A • FRAME AND COVER INSTALLED AT 6RADE OVER EACH OPENING(TYPCAU I v O ORN INLET TO 50 CONN = 10"1 MIN ® ® ® ® I D.SURFACE WATER(WETLAND)= 100'-0' D.SURFACE WATER(WETLK05)=15'-0' 50 TO 50 CONN = 15'1 MIN I r F.PUBLIC,HELL=200'-0' F.PUBLIC,WELL=200'-0" ROOF LDR CONN = 4"1 MIN ® � ® p [� ® I 6.PRIVATE WELL= 150'-0' 6.PRIVATE WELL= IOD'-0' B 8' IN -� -i --I Z - LL. ® © ® ® ® I 3'MIN. R RET.WALL(WTRPROFF) = 10'-0' H.RET.WALL(WTRPROOFJ= O'-0' M TRAFFIC ,= 3' MIN. I ® ® ® v ® ® I J.U/6 FUEL TANKS=20'-0' J.L)/6 FUEL TANKS=20-0' FINISHED GRADE BEARING SLAB NOTE: ALL PIPING INSTALLED �- LU O LU ® I� t� w ® ® K.U/6 UTILITIE5=5-0 K.L)/6 UTILITIES=5-0 TRAP UNDER R-06 SHALL BE CAST IRON, � M l� ® ® U- ® ® I WRAP STRl1GTURC-5 L.STORM DRAINS OR L.STORM DRAIN5=20'-0' ° • --- W 1 } w WITH FILTER FABRIC n 2 AND SHALL REMAIN CAST IRON LEAVING / r�/ O N O Z O ® ® © ® ® RECHARGE M51N5=20-0M.CATCH 5A51N5=5'-0' y THE BUILDING TO A DISTANCE OF 5' \ fsl OUSE 6E011=X 351,BY ■ FT PROPER) M.GATGH BASINS,NON-LEACHING= O-0' �. . v 2r O MIN I AWAY FROM BLDG PERIMET!lZ �T K SAN.L.P.=6-0 (NON-LEACHING) .' a iv N � W O f- ® ® ® ® t� P.PROP.LINES=10'-0' K SAN.L.P., RE A5E TRAP NOTE: GALG'5 AND M516N I-+-1 D_ 1 ® ® tom ® ® I Q.TOP OF EM6ANKMENT OR STEEP SLOPE P OR SMANHOLE=V-O' PL/At�( PERFORMED IN ACCORDANCE I I O O C, < -0 ® ® tom ® ® I 05%SLOPE OR 6REATER) =25'-0' Q.PROP.LINES=5' ' TRAP 51ZE MIN. 4'0 5OR 35 ®�® WITH SCDH5 SPECS. ® ® tom ® © R BLUFF=65'-0' R 5WIMMIN6 POOL=20'-0' DIM. ® 4" PVC PIPE OR ®r= ( I \ 5.5EPTIC TANK,PUMP 5TA,6REA5E TRAP S.TOP OF EMBANKMENT OR STEP SLOPE (L LU OR oR MANHOLE=6-0' (IS:K SLOPE OR GREATER) 25'-0' A 30 EQUAL,PITGHED MIN ®® \ Q ly Z = " 500-RATEABLE T.5WIMMIN6 POOL=20'-0' T.BLUFF=W-O' 6 AVE�TEEG L B 30 Y6 PER LIN FT ®® I ED < Z s'DIAMETER C q J Q (V GROUND WATER GRADECCO3' MIN. LLAR MATT IAL 6" MIN. - COLLAR - Q LUQ L O (PENETRATION) -_ _ RATABLE SOIL I I_I ° .: .•' III- I w -}1 N 0) O O SLAB I o til < O UNDERLYING SAND AND GRAVEL STRATA CAULK WATERTIGFIT BETWEEN PIPE AND • b'o � Z � - NOTE-5- _ Z I.COLLAR DEPTH 15 NOT REGuRED WHEN RATABLE MATERIAL EXI5T5 FOR FULL DEPTH. ��•• i Q 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 6ALV.STEEL SLEEVE a ; G b'MIN.PENETRATION FU t i i5 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. SEE PLAN FORI • INV. ELEVATION INTO A VIR61N 4.USE 15' DIA CORRl16AT EP H16H DENSITY POLYETHYLENE(HOPF-J HEAVY DUTY PIPE FOR COVER THICKNE55E5 HIGHEST RECORDED in STRATA OF SAND AND I. CONCRETE TO TEST 4000 P5.1 \ I I 1 � INTERCONNECTION OF ON-SITE STORM WATER LEACHING POOLS 6RND WATER I GRAVEL • 2b DAYS ' AUG 18 2014 Z A.HDPE PIPE SPECIFICATION(AASHTO M-294) 3/Ib' FOR SPAN OF 30" _ 2. REINFORCEMENT MEETS A5.T.M. I f _ B. INSTALLATION OF HDPE SPECIFICATION(ASTM 0-2321) 1/4' FOR SPAN OF 36" - A-615 A-Ib5 SPECS ` ": -- ' LLPA(5E : G.WATERTIGHT JOINT TE5TIN6 5PEGIFIGATION(ASTM 0-3212) 5/lb' FOR SPAN OF 48" SECTION BACKFILL MATERIAL 3. ALL 5ANITARY PIPING TO BE 404P T, r,,;,;;E, D.6A511rET SPECIFICATION(ASTM F-4T1) 3/8" FOR SPAN OF 60" (GLEAN 5AND t &RAVEL) SDR 35 PVC �- 1/2" FOR SPAN OF 12" TYP" SANITARY LEAGNI NC POOL (LP) 5EPTI G TANK - 1200 CAL" TYP I GAL 5TORM HATER TYP I GAL HOUSE TRAP DETAIL � LEAGHINC POOL (5D) DETAIL sc,�,L_E: N.T.s. 2 (USED IN SYSTEM 'A' AND 'B') SCALE: NOT TO SCALE NOT TO SCALE 56ALE: NONE of 4 THESE DRAWINGS AND ACCOMPANYING 5PEGIFICATION5,AS IN5TRUMENT5 OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARGHITECT AND THEIR USE AND PUBLIGATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHIGH THEY WERE PREPARED.REUSE,REPRODUGTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, 15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHIT'EGT. VISUAL GONTAGT WITH THEM SHALL CONSTITUTE PRIMA FAGIE EVIDENCE OF ACGEPTANGE OF THESE RESTRICTIONS. GLED26YW GN1 LED13YST11 B 26 Watts of energy efficient LED garage lighting. 100,000 hour LED Color:White Weight. 18.2 lbs x 13&26 Watt Straight Shade LED Gooseneck Luminaire designed to Color: Black Weight: 11.0 lbs lifespan.5 year warranty. High-performance output maximizes match the architecture of Main Street storefronts and building spacing criterion. 16• perimeters. LED Gooseneck Straight Shade with 24"Goose Arm d�A� Style 1. - � Q B2A �- 1 11 Twin 75 Watt Quartz Bullet floods come pre-assembled and pre-wired ------ --z1amm LED Info Driver Info on C103 Mounting plate. Lamps supplied. LED Info Driver Info ' Watts: 26W Type: Constant Current Watts: 13W Type: Constant Current Color Temp: 3000K(Warm) 120V: 0.30A Lamp Info Ballast Info Color Temp: 3000K(Warm) 120V: 0.3A ' Color Accuracy: 83 208V: 0.17A Type: T-4 Type: N/A Color Accuracy: 86 208V: 0.3A L70 Lifespan: 100000 240V: 0.15A Watts: 75W 120V: N/A L70 Lifespan: 100000 240V: 0.3A LM79 Lumens: 2,202 277V: 0.13A Shape/Size: N/A 208V: N/A LM79 Lumens: 514 277V: 0.15A Efficacy: 79 LPW Input Watts: 28W Base: N/A 240V: N/A Efficacy: 33 LPW Input Watts: 16W Efficiency: 93% ANSI: N/A 277V: N/A Efficiency: 83% Hours: 1,500 Input Watts: 75W Lamp Lumens: 1,500 Efficiency: 100% Technical Specifications Efficacy: 20 LPW Technical Specifications UL Listing: ens: Technical Specifications UL Listing: Cold Weather Starting: Suitable for Wet Locations. Covered Ceiling Mount Prismatic polycarbonate lens. Suitable for wet locations. Suitable for mounting within The minimum starting temperature is-40'F/-40'C Only. UL Listing: 1.2m (4ft) of the ground. s Reflector: Suitable for wet locations. Suitable for mounting within Shades: o� IP Rating: Semi-specular anodized aluminum with ultra-white, 97% 1.2m (4ft) of the ground. Lifespan: 11" Straight Shade offered. Ingress Protection rating of IP65 for dust and water. reflective optics. 100,000-hour LED lifespan based on IES LM-80 results Housing: and TM-21 calculations. Finish: Lifespan: Gaskets: Precision die cast aluminum, 1/2" NPS threaded arm Our environmental) friend) 100,000-hour LED lifespan based on IES LM-80 results High-temperature silicone. with lockingswivel and EZ Grip lock nut fits all standard Fixture: Y y polyester powder coatings p are formulated for high-durability and long-lasting color, and TM-21 calculations. mounting covers. The GN1 LED13YST11 B comes with the GOOSE1 B and contains no VOC or toxic heavy metals. Offers Finish: arm. significantly improved gloss retention and resistance to LEDs: Our environmentally friendly polyester powder coatings Lens Gasket: color change. High-output, long-life LEDs. are formulated for high-durability and long-lasting color, High temperature silicone gasket stays in place during LED: and contains no VOC or toxic heavy metals. relamping. Single multi-chip, 13W high-output, long-life LED. Surge Protection: Drivers: 4kv Constant Current, Class 2, 100V-277V, 50/60 Hz, 6kv Color Consistency: Reflector: Driver: Surge Protection, 720mA, 100-277VAC 0.4 Amps. 3-step MacAdam Ellipse binning to achieve consistent Semi-specular anodized aluminum. Constant Current, Class 2, 100-277V, 50/60 Hz, Color Stability: fixture-to-fixture color. 100-240VAC 0.3 -0.15A, 277VAC 0.15A, THD LED color temperature is warrantied to shift no more Power Factor: Sockets: &#8804;20%, PF 97.5%. than 200K in CCT over a 5ear period. 99.3% at 120V, 87.1% 277V Color Stability: Porcelain bi-pin GY 8 base with gold plated contacts y LED color temperature is warrantied to shift no more and 250' C socket wires. Thermal Management: Color Uniformity: THD: than 200K in CCT over a 5 year period. Custom heat sink assembly in thermal contact with RAB's range of CCT(Correlated color temperature) 7.2% at 120V, 10.7% at 277V Lens: die-cast aluminum housing for superior heat sinking. follows the guidelines of the American National Color Uniformity: Thick, tempered glass. Standard for Specifications for the Chromaticity of Solid ({� Cold Weather Starting: RAB's range of CCT(Correlated Color Temperature) Housing: State Lighting (SSL) Products, ANSI C78.377-2008. (Y1 Minimum starting temperature is -40'C (-40'F). follows the guidelines of the American National Finish: Precision die-cast aluminum housing, lens frame and O Standard for Specifications for the Chromaticity of Solid Our environmentally friendly polyester powder coatings mounting plate. Equivalency: Ambient Temperature: State Lighting (SSL) Products, ANSI C78.377-2011. are formulated for high-durability and long-lasting color, 1- The GNLED13 is equivalent in delivered lumens to 75W Suitable for use in 40'C (1040F) ambient temperatures. and contains no VOC or toxic heavy metals. Gaskets: N Green Technology: High Temperature Silicone incandescent, 50W MH or 18W CFL. � V_ t- = Thermal Management: Mercury and UV Free, and RoHS compliant. Replacement Lamps: 0Y m Superior heat sinking with integrated air-flow fins. Mounting: Green Technology: O Mercury and UV free, and RoHS compliant. Polyester d- ) IESNA LM-79 & LM-80 Testing: Heavy-duty mounting arm with "0" ring seal and powder coat finish formulated without the use of VOC or w m X Housing: RAB LED luminaires have been tested by an Installation: stainless steel screw. `p < Precision die-cast aluminum housing and door frame. independent laboratory in accordance with IESNA Twin 75w Flood Kit pre-assembled on C103 plate for toxic heavy metals. :KLU LM-79 and LM-80, and have received the Department of easy installation. Correlated Color Temp. (Nominal CCT): XZ Mounting: 3000K O Easy hanging plate with hooks for ceiling mount. Energy "Lighting Facts" label. CQ Q Patents: < U) DLC Listed: RAB sensor and fixture designs are protected under California Title 24: W U.S. and International Intellectual Property laws. Goosenecks complies CL Thisproduct is on the Design Lights Consortium (DLC) p with 2013 California Title 24 O � Qualified Products List and is eligible for rebates from building and electrical codes as a commercial outdoor DLC Member Utilities. non-pole-mounted fixture <30 Watts when used with a =j1 photosensor control. Select catalog number California Title 24: PCS900(120V) or PCS900/277 to order a photosensor. RAB NOTES, See GLED26BB/BL or GLED52/D10 for a 2013 (2) LED GOOSENECK LIGHTING FIXTURES California Title 24 compliant product. Any additional MODEL No. GNILEDI3Y5TIIB IESNA LM-79 & IESNA LM-80 Testing: ' THE L16HT L055 FACTOR(LLF) 15 A PRODUCT OF MANY component requirements will be listed in the Title 24 MOUNTING HE16HT = 12' ABV GRADE RAB LED luminaires have been tested by an w u VARIABLES,ONLY LAMP LUMEN DEPRECIATION(LLD) HAS BEEN section under technical specifications on the product independent laboratory in accordance with IESNA APPLIED TO THE CALCULATED RESULTS UNLE55 OTHERWISE NOTED. page LM-79 and 80, and have received the Department of Energy"Lighting Facts" label. ENGINEERt THE LLD 15 THE RESULT(QUOTIENT) OF MEAN LUMENS/ INITIAL bo 'o.o b.o o.o O.o b.o b.o 'o.o b.o b.o b.o bo O.o o b.o 'o.o b.o 'o.o b.o b.o b.o b.o o.o b.o b.o O.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o.o b. LUMENS PER LAMP MANUFACTURER'S SPECIFICATIONS. Patents: OF NEW y The design of GLED26 is protected by patents pending b.o b.o b.o b.o b.o b.o b.o b.o 8.o b.o b.o b.o b.o oo o. b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.o 0. Patents: ,`� 0,9 ' ILLUMINATION VALUES SHOWN (IN FOOTGANDLE5) ARE THE �. . PREDICTED RESULTS FOR PLANES OF CALCULATION EITHER in US, Canada, China, Taiwan and Mexico. ao b.o b.o b.o b.o b.o 0o b.o b.o b.o oD o.o oo o.o b.0 0.o b.o b.o b.o o.o b.o b.o b.o b.o bo b.o b.o b.o 0.o o.o b.o b.o b.o b.o b.o b.o b.o b.o o.o bo b.o o. The design of the Gooseneck is protected by patents ' � rl� HORIZONTAL,VERTICAL OR INCLINED AS DESIGNATED IN THE pending in US, Canada, China and Taiwan. cu , W Count of Origin: oo ao ao b.o 'o.o *ao b.o b.o b.o o.o b.o b.o 0.0 0.0 0.0 b.o b.o .0 b.0 0.o b.o b.o b.o b.o b.o b.o bn b.o 'o.o b.o b.o b.o 0 b. b.o b.o b.o b.o b.o b.o b.o b.o o. * (t'- int- w CALCULATION SUMMARY. METER ORIENTATION 15 (NORMAL TO THE Country g Warranty: r ��"��'._''� z PLANE OF CALCULATION. Designed by RAB in New Jersey and assembled in the bo b.o o.o ao c0 b.o b.o 0.0 b.o b.o b.o b.o b.o bo bo oo b.o b.o b.o b.o b.o b.o b.o b.o 0o b.o b.o b.o o.o b.o b.o b.o bo '. a.o bD b.o o.o bD b.o 0.0 0. ' ' USA by RAB's IBEW Local 3 workers. RAB warrants that our LED products will be free from ' THE CALCULATED RESULTS OF TH15 LI6HTIN6 51MULATION bo b.o b.o b.o b.o b.o b.o b.o bo b.o b.o 0.0 0.0 0.0 0.0 0.0 0.0 'o.0 0. b.o b.o o.0 0.0 b.o b.o 0.0 00 00 0.0 0.0 0 '. b.o b.o bo 0.0 0 0.0 0.0 0.0 0.o b.o 0.0 0 defects in materials and workmanship for a period of s�o 3Q93 P REPRESENTS AND ANTICIPATED PREDICTION OF SYSTEM Buy American Act Compliant: b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 0.o *ao b.o b.o bn b.o b.o b.o b.o b.o b.o b.o b.i b.i b.i 0.1 0. b.o b.o b.o b.o a. a.o b. b.o b.o b.o b.o b.o b five (5) years from the date of delivery to the end user, �FESS�� PERFORMANCE. ACTUAL MEASURED RESULTS MAY VARY FROM This product is a COTS item manufactured in the United including coverage of light output, color stability, driver THE ANTICIPATED PERFORMANCE AND ARE SUBJECT TO MEANS .o b.o b.o b.o b.o b.o b.o b.o b.o 0.0 b.o b.o b.o b.o b.o b.o b.o o.o b.o b.o b.o o b.o b.o b.o b.i b.i b.i b.i b.i b.i b.i b.i 0.1 0.o b.o o. b.o 'oD '.o b.o b.o bo b.o b.o 0 States, and is compliant with the Buy American Act. / performance and fixture finish. JEFFREY T. BUTLER, P.E. AND METHODS WHICH ARE BEYOND THE CONTROL OF RAB o b.o bo b.o b.o b.o b.o b.o b.o b.o 0.0 b.o b.o b.o b.o bo b.o 0.0 0o b.o b.o o. b.o b.o 0.1 b.i b.2 0.2 b3 03 b.2 'o.2 b.l b.i 0.1 ao 0o b.o '.o b.o '0.o b.o b.o b.o b.o 0 LI6HTING, ING. RecoveryAct ARRA Compliant: Country of Origin: (ARRA) p .0 0.0 0.0 0.0 a.0 '0.0 0.0 b.0 o.o 0.0 00 b o 0.o 0.0 o o o a.0 OA b o 0.0 0.0 0.0 0.0 0.1 0.1 0.2 03 0.4 05 05 0.4 03 0.2 0.1 a.l 0.1 bo '. b.0 0.0 0.0 0.0 bo 0.0 bo 0 Q * MOUNTING HE16HT DETERMINATION 15 JOB 51TE 5PECIFIG,OUR This product complies with the 52.225-21 "Required Designed by RAB in New Jersey and assembled in the J 0 OA 00 '0.0 0.0 0.0 oA 0.0 0.0 0.0 OU OU 0.0 0.0 00 0.0 0.0 OU 0.0 0.0 0.0 0.0 0.1 0.1 a.2 0.4 0.1 0.9 TI tl 0.9 05 03 0.1 0.1 0.1 00 0.0 0.0 0.0 0.0 OA 0.0 0. LIGHTING SIMULATIONS ASSUME A MOUNTING HEIGHT(INSERTION Use of American Iron, Steel, and Manufactured Goods-- � � USA by RAB's IBEW Local 3 workers. �O � POINT OF THE LUMINAIRE SYMBOL) TO BE TAKEN AT THE TOP OF Buy American Act-- Construction Materials (October o bo b.o b.o bo b.o bo b.o b.o b.o 'o.o b.o b.o b.o bo b.o b.o bo b.o b.o 0.0 0.1 2 0 /63 b.2 b.I T b 1 Tb T9 T.2 *Ob 05 03 b2 0.1 0.1 0.0 0. b.o b.o bD b0 b.o o.THE SYMBOL FOR GEILIN6 MOUNTED LUMINARIES AND AT THE 2010). \ Buy American Act Compliant: BOTTOM OF THE SYMBOL FOR ALL OTHER LUMINAIRE MOUNTING o bo bo bo b.o bD bo b0 b.o b.o b.o b.o b.o b.o bo b.o b.o bo b.o '0o b.i 03 o bA b.b 2.4 ) 23 i.� .I o.1 '5 03 a.l a.l oo b.o o. 'o.o b.o bo a.o b. This product is a COTS item manufactured in the United 0 O Q CONFI6URATION5. Trade Agreements Act Compliant: D bo '00 b.o bo b.o bo b0 b.o b.o bo b.o b.o b.o b.i b.i 0.1 0.1 0.1 0.o b.i b5 TIB T.1 T. 4. 2.4 +3 i.1 bb o b2 0.l b.i b.o b.o o. b.o bo bo b. States, and is compliant with the Buy American Act. 0 0) G This product is a COTS item manufactured in the United o Oo bo bo bo Oo 0o O.o O.o O.o 0o O.o o.o b.o 0.1 b.i 0.1 02 0.2 b.o b2 b5 t4 2 4.1 �b� `�7 ii i bb '0.2 b.i b.o b.o b.o a bD b.o b. CD ' RAB L16HTING, INC. LUMINAIRE AND PRODUCT DE516N5 ARE States, and is compliant with the Trade Agreements Act. ' , Recovery Act(ARRA) Compliant: O )- L PROTECTED UNDER U.5. AND INTERNATIONAL INTELLECTUAL o b.o b.o b.o b.o b.o Oo b0 o.o b.o b.o b.o b.o 0.1 o.I b.i 0.2 03 0.4 os b.i 0.4 To '.1 3.9 33 2. 15 bb 0.4 0.1 b.i b.o b.o b.o b b.o o. This product complies with the 52.225-21 "Required _�_r _ Z CO LU PROPERTY LAWS. GSA Schedule: Use of American Iron, Steel, and Manufactured Goods- --a - Z O PATENTS 155UED OR PENDING APPLY. o b.0 b.o OA 0.0 b.o 0o bo 'OA 0.0 oo OA 0.0 0.1 o.l 0.1 0.2 03 0.6 T3 13 0. 20. '.5 1.4 0.9 .5 03 . 0.1 0.0 0.0 0.0 bD a.0 a. , Suitable in accordance with FAR Subpart 25.4. Buy American Act--Construction Materials (October u`na < D, 0 0.0 bo 00 o a0 00 bL OA 0.0 OD '0.0 0.o 0.1 0.l 0.1 0.2 0.4 0.9 Ti 3b 2.1 15 `0.9 0.4 '0.2 0.1 0.0 '0.0 b.0 00 0.0 o. 2010) F- + `� l_ Luminaire Location Summary A `b.o 00 bo 00 b.o bo bL o.0 0.0 bo 0.0 0.o 0.1 b.i 0.1 o2 03 b.T t4 tt 4.2 2 .1 13 Ob 03 '.2 `o.l '0.0 0. 0.o OA bD '.o b.c Q D_ Trade A LumNo Ta (Q Label MN Ht Orient Tilt Agreements Act Compliant: v g b.o b.o b.o b.o b.o bo b0 b.o b.o b.o b.o b.o b.i 0.1 b.i 0.2 a3 0.5 0.9 Tb 2.i t9 0. 03 bb 'os 0.2 b.i '.I b.o b.o 'o. b0 'D b.o '. This product is a COTS item manufactured in the United E"� �i B (1) 6NILEDI3Y5TIIB 12 316.813 0 THE LIGHTING ANALYSIS, EZ-LAYOUT, ENERGY ANALYSIS AND /OR VISUAL SIMULATIONS ("LIGHTING DESIGN") PROVIDED BY RAB LIGHTING, INC. (RAB') o bn b.o 'o.o b.o b.o O.o 'ca `oo o.o 0o bD o.o 8.1 b.i b.i b.i 02 03 0.5 bb t.l to bb b. �' T.2 05 0.2 03 b.i b.i b.o '.o b.o b.o '. bD b b. States and is compliant with the Trade Agreements Act. 2 B (1) GNILEDI3Y5TIIB I2 I36.g13 0 REPRE5ENT5 AND ANTICIPATED PREDICTION OF LIGHTING 5Y5TEM PERFORMANCE BA5ED UPON DE516N PARAMETERS AND INFORMATION PROVIDED BY �u < z OTHERS. THE5E DESIGN PARAMETERS AND INFORMATION PROVIDED BY OTHERS HAVE NOT BEEN FIELD VERIFIED BY RAB AND THEREFORE ACTUAL b.o 'D '0.o b.o b.o ao ao b.o bo b.o b.o b.o b.o 0.1 b.i 8.1 b.i 0.2 03 0.5 b.5 0.5 'o.b a.b b.b t5 8.b 0.2 '0.I b.i b.o b.o b.o *.o b b.o 0 b.o o. GSA Schedule: V - 3 C (I) 6LED26YW 1.5 0 0 MEASURED RE5ULT5 MAY VARY FROM THE ACTUAL FIELD CONDITIONS. RAB RECOMMENDS THAT DESIGN PARAMETERS AND OTHER INFORMATION BE b.o b.o b.o b.o b.o bD b.o b.o b.o b.o o.o b.o 0o b.i 8.I b.i a.2 0.2 '03 '0.3 '0.4 b.4 bb t0 t9 TI t5 to b5 b2 bD 8.1 b.o b.o b.o o. ' o b.o b0 b.o 'o. Suitable in accordance with FAR Subpart 25.4 I.4 � } 4 G I GLED26YW 1.5 Q 0 FIELD VERIFIED THE REDUCE VARIATION. p ly RAB NEITHER WARRANTEES, EITHER IMPLIED OR STATED WITH REGARD TO ACTUAL MEASURED LIGHT LEVELS OR ENERGY CONSUMPTION LEVELS A5 b.0 0.0 0.0 a.0 00 0.o 0.0 0.0 0.0 0.o 0.0 0.0 0.0 0.1 b.i 0.1 0.2 02 02 0.3 0.4 b.-I Tl 2.5 4.5 0.3 05 0.6 05 03 0.1 bo 0.0 b.0 0.0 bo 0.0 0.0 00 0.0 ^ LL O �- 5 A (2) 0628 8 226.08 bO COMPARED TO TH05E ILLUSTRATED BY THE LIGHTING DE516N. RAB NEITHER WARRANTEE5, EITHER IMPLIED OR STATED, NOR REPRESENTS THE I O APPROPRIATENE55,GOMPLETENE55 OR SUITABILITY OF THE LIGHTING DESIGN INTENT A5 COMPLIANT WITH ANY APPLIGABLE REGULATORY CODE �`/ b.0 b.o bo aD b.o o.o b.o b.o b.o b.o b.o bD b.o b.i b.l b.i b2 b2 b.2 '03 'o.b TI ib '.5 4.1 b.i o2 b.2 b.2 b.i 8.0 bD bD b.o b.o ao b.o '.o b.o 0) r QB2B 8 221.4g5 60 REQUIREMENT5 WITH THE EXCEPTION OF TH05E SPECIFICALLY STATED ON DRAWINGS CREATED AND SUBMITTED BY RAB. THE LIGHTING DE516N 15 6 A (2) 0.0 bo 0D 0.0 a.0 0.0 b.o 0.o 0.0 0.0 0.0 0.0 b.i 0.1 b.i 0.1 02 0.2 03 0.4 0.7 13 T9 2.1 t2 03 0.1 0.0 0.o 0.0 0.0 0.0 0.0 0.0 0.0 '.o 0.0 `A Total QUanti : 6 ISSUED, IN WHOLE OR IN PART,A5 ADVISORY DOCUMENTS FOR INFORMATIONAL PURPOSES AND 15 NOT INTENDED FOR CONSTTZUGTION NOR AS BEING O Q PART OF A PROJECTS GON5TRUGTION DOCUMENT PACKAGE. bo bo b.o bD b.o o.o b.o b.o b.o bD o.o b.i 0.1 b.i b.i b.i b.i 0.2 03 0.4 b.i b.9 0.1 a3 0.1 b.o o.o '0.0 'o.0 8.0 ao b.o +.o b.o ao ^ 0D 0.0 a.0 0.0 0.0 0.o 0.0 0.0 0.o OA 0.0 0.1 0.1 0.l 0.1 0.l 0.1 0.2 03 a.4 0.4 0.4 0.4 0 ' I .0 0.0 .0 0 0.0 `0.0 +.o 0. Ir J F�-1 Z t1 f Luminaire Schedule (2) GARAGE LIGHT(HIGH HAT) �UI 00 'o.o o.o 'oo o.o o.o o.o o.o b.o b.o 8.o o.o b.o o.l o.i o.l o.l b.l 0.2 02 03 b3 b.2 b2 o.l bo 00 'o.o .o a. MODEL No. GLED26YW • 1mbol Ta Q Label Arran ement TI Lam Lumens Lum. Lumens LLF Descri tion Lum. Watts Arr. Watts Total Watts Filename MOUNTIN6 HE16HT = 7.5' BV F.FL. t('t AUG 18 25 g � g P P oa O.o 0.0 0.0 a.o o.o o� 0� O.o 0.o O.o O.o 0.0 ao a.a a.l a.l b.I a.I a.I b2 a2 a.i b.I a.l a.0 a. b.0 a.o 0 G 2 GLED26YW 51NGLE N.A. 2202 1.000 LED Garage Light 26W - Warm 21A 21A 55.8 GLED26Y - Wam - ITL81201.IE5 bo b.o 'o.o b.o b.o 'o.o a.o b.o b.o 'o.o bo b.o b.o b.o 0o b.o b.o o.l 0.1 0.1 O.i `o.l 0.1 'o.l 'o.i 'o.l `o. b.o b.o o.o `. �,;"hr''2 GNILEDI3Y5TIIB 51NGLE N.A. 5qb 1.000 LED Gooseneck Fixture 24-in Arm 15.3 15.3 30.b GNLED13Y5TIIW - Warm - RAB0013q.1E5 ��' 0.0 OD a0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 OA 0.0 OD 'D 5trai ht Shade - 13W - Warm b.o b.o b.o b.o b.o b.o b.o FA A 2 QB2B 2 ® q0° 1500 152 1.000 Quartz Dual Head Bullet Kit - 15W 15 150 300 OBI - L5121865.IE5 O.o 00 0.o O.o b.o b.o o.o o.o bD b.0 b.o b.o b.o b.o b.o b.i b.i b.i b.i o bo b.o ao *.o �E . 0o b.o bn b.o b.o bD b.o b.o b.o b.o b.o o.o bD b.o b.o b.o b.o b.o b.o b.o b.o b.o bL oo b.o b.o 0 0.o b.o 0.0 '.0 (2) QUARTZ DUAL BULLET KIT MODEL No. 0628 Calculation Summary b.o b.o b.o b.o 0.0 0 0.o bo '0.o b.o b.o b.o b.o b.o b.o b.o '0.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o o.o oD MOUNTING HEIGHT = 8' ABV GRADE Lcbel Description CalcType Units Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb Cak Pts Site Readin s Taken at 0'-0" AF6 Illuminance Fc 0.06 45 0.0 N.A. N.A. 5 5 ENLARC ED PLAN - 'fi�OPOSED L I C'1�TI NC 3 SCALE: I" = 20'-0" O � 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR 115E AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 517E FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT. VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - STANDARDS FOR PRIVATE WATER SYSTEMS §446.4-1 APPLICABILITY §4064-5 GA51NG5 5GREENS DROP PIPE5 AND WELL SEALS CONTINUED: X406.4-10 INTRODUCTION CONTINUED: TABLE 4. ALTERNATIVES WHEN TEST WELL HATER QUALITY 15 UN5AT15FAGTORY CONTINUED: ✓7.406.4-13 WATER QUALITY ANALY515 CONTINUED THE REGULATIONS CONTAINED HEREIN ARE 155UED IN AGGORDANGE WITH SUFFOLK COUNTY SANITARY PITLE55 ADAPTERS OR UNITS CERTIFIED BY THE N5F OR WATER 5Y5TEM5 GOUNGIL MUST BE USED AFTER THE WELL AND LATERAL HAVE BEEN INSTALLED AND PRIOR TO BAGKFILLING,THE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A,B,OR G L15TED ABOVE SHALL MEET THE WATER TO AVOID DELAYS IN REGEIVING APPROVALS,WATER 5AMPLING SHOULD BE CODE,ARTIGLE 4- WATER SUPPLY, §406.4. THI5 SECTION REQUIRES THAT PRIVATE WATER SYSTEMS ONALL WELLS EXCEPT SUCTION-LIFT SYSTEMS.TAMPER-RE515TANT WATER TIGHT SANITARY WELL MUST QUALITY STANDARDS LISTED ABOVE IN TH15 §406.4-12(5), INGLUOING (I)-(III),OR PERFORMED A5 50ON A5 PRACTICAL. THE WATER SYSTEM MUST HAVE BEEN CONFORM TO STANDARDS ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 5ERVIGE5 5EAL5 ORGAP5,CONFORMING TO WATER SYSTEMS GOUNGIL STANDARD - PAS- 2,MUST BE U5EO AT NOTIFY THE DEPARTMENT TO INSPECT THE INSTALLATION. IF THE DEPARTMENT ELECTS NOT TO (5) INSTALL A TEST WELL ON EACH PROPOSED LOT IN GONFORMANGE WITH THE REQUIREMENTS OISINFEGTED AND HAVE NO CHLORINE RE51DUAL AT THE TIME OF SAMPLING. SAMPLES (HEREIN AFTER REFERRED TO A5 THE DEPARTMENT),AS WELL A5 TO MINIMUM NEW YORK STATE THETOPS OF GA51NG5 OR PITLE55 UNITS. WELLS MUST BE FINISHED A MINIMUM OF I FOOT ABOVE PERFORM AN INSPECTION,THE EXGAVATION MAY BE 13AGKFILI ED. BAGKFILLING 15 PROHIBITED CONTAINED IN §406.4-12(A).WATER QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES FOR MICRO BIOL061GAL ANALY515 MUST BE GOLLEGTED WHEN THE ENTIRE WATER REQUIREMENTS CONTAINED IN IONYCRR APPENDIX 5-13 TITLED RURAL WATER SUPPLY FOR ITEMS GRADE AND 2 FEET ABOVE ANY POSSIBLE FLOOD LEVEL. WITHOUT THE PRIOR CONSENT OF THE DEPARTMENT. THE DEPARTMENT RESERVES THE RIGHT TO AND MAXIMUM CONTAMINANT LEVELS (MGUS) CONTAINED IN PART 5 OF THE NEW YORK STATE SYSTEM IS COMPLETE. WATER SYSTEM D151NFECTION SHALL BE REQUIRED TO BE NOT COVERED BY THE DEPARTMENT'S STANDARDS. IN5PEGT THE SYSTEM AT ANY TIME PRIOR TO FINAL APPROVAL. SANITARY GODE,EXCEPT THE COMBINED IRON AND MANGANESE GONGENTRATION WHICH SHALL NOT REPEATED,OR SYSTEM MODIFIGATION5 MADE, IF THE MICRO BIOLOGICAL ANALY515 15 406.4-b WELL LATERAL5 EXCEED 1.0 MG/L,ON INDIVIDUAL BUILDING LOTS(5EE §406.4-120)). IF WATER QUALITY EXGEED5 UN5ATI5FAGTORY. WATER ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE A PRIVATE WATER SYSTEM 15 DEFINED IN ARTICLE 4 A5 ANY SYSTEM TO PROVIDE DRINKING WATER LATERAL LINES BETWEEN THE WELL AMC)DWELLING OR STRUCTURE MUST HAVE A MINIMUM I.D. OF 5406.4-II ACCESS TO PUBLIC WATER(GO"NITY WATER SUPPLY) THESE STANDARDS ON ANY PROP05ED INDIVIDUAL LOT(S),THAT LOT WILL NOT BE APPROVED A5 A LE55 THAN ONE YEAR OLD. OTHER THAN THAT 5EGURED FROM A PUBLIC WATER SYSTEM(COMMUNITY OR NON-COMMUNITY). 0.15 INGHE5,BE FIRMLY ATTACHED TO THE HELL GA51NG5,AND MEET THE FOLLOWING REQ'MT5: ALL APPLIGATION5 TO INSTALL OR USE A PRIVATE WATER 5Y5TEM MUST INGLUDE EVIDENGE BUILDING LOT AND SHALL BE 50 NOTED ON THE SUBDIVISION MAP. A COVENANT SATISFACTORY TO 5ATI5FACTORY TO THE DEPARTMENT THAT A COMMUNITY WATER 5Y5TEM 15 NOT AVAILABLE. TABLE 5 - WATER QUALITY ANALY515 PRIVATE WATER SYSTEMS CONSIST OF WELLS,PIPING,TANKS,WATER TREATMENT DEVICES AND THE DEPARTMENT WILL BE REQUIRED FOR ANY UNBUILDABLE LOTS. IF FUTURE TESTING BY THE APPURTENANGE5 INTENDED TO SUPPLY DRINKING WATER TO FACILITIES SUCH A5: 51NG1 E FAMILY I. DEPTH - TO PROTECT AGAINST FREEZING,LATERALS MUST BE INSTALLED A MINIMUM OF 54 GONNEGTION TO A COMMUNITY WATER SYSTEM 15 REQUIRED IF THE 5Y5TEM HAS 5UFFIGIENT DEPARTMENT SHOWS AGGEPTABLE WATER UTILIZING THE REQUIREMENTS OF OPTIONS A,B,OR G LISTED IN ALTERNATIVE (4).QUALITY,OR IF PUBLIC, WATER BECOMES AVAILABLE,THE RESIDENCES,MULTIPLE RESIDENCES OF FEWER THAN FIVE UNITS,AND NONRESIDENTIAL INCHES BELOW FINAL GRADE. CAPACITY TO SERVE THE APPLICLOT MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL LOT TEST WELLS MAY BE DEEPENED ANT,AND IF ANY OF THE FOLLOWING APPLY: TOTAL GOLIFORM CHLOROFORM P-I50PROPYLTOLUENE (GOMMERGIAL AND INDUSTRIAL) ESTABLISHMENTS SERVING AN AVERAGE OF FEWER THAN 25 2.MATERIALS -LATERALS MUST BE CONSTRUCTED OF TYPE K COPPER,OR HIGH DENSITY 1.51N6LE-FAMILY RESIDENCE,WHERE WATER MAINS EX15T WITHIN 150 FEET OF THE APPLICANT 5 PH 2-GHLOROTOLUENE METHYLENE CHLORIDE PERSONS DAILY.THESE REGULATIONS DO NOT APPLY TO COMMUNITY AND NON-GOMMUNITY PUBLIC PLASTIC CLEARLY LABELED AS A5TM RATED FOR 100 P51 AND N5F APPROVED FOR POTABLE PROPERTY LINE. SPECIFIC CONDUCTIVITY 4-GHLOROTOLUENE N-PROPYLBENZENE WATER SYSTEMS,WHICH ARE REGULATED UNDER PART 5 OF THE NEW YORK STATE SANITARY CODE. WATER U5E. 2.SINGLE-FAMILY RE5IDENGE FOR WHICH MINIMUM WELL SEPARATION OR DEPTH REQUIREMENTS NITRATE DIBROMOMETHANE STYRENE (b) IN SHORELINE AREAS WHERE ALL PROPOSED LOTS ARE GREATER THAN 2.0 ACRES AND WHERE 3.SEPARATION- LATERAL5 MUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY GANNOT BE MET,OR UNTREATED WELL WATER QUALITY 15 UNSATISFACTORY AND WATER MAINS FREE AMMONIA 1,2-DIGHLOROBENZENE 1,1,1,2-TETRAGHLOROETHANE FRESH WATER 15 NOT AVAILABLE AT GREATER DEPTHS INSTALL A TEST WELL ON EACH LOT IN THE STANDARDS FOR PRIVATE WATER SYSTEMS, §406.4-1 THROUGH §406.4-q,CONTAINED HEREIN SEWER LINE,SEPTIC, SYSTEM MAIN LINE,LEACHING POOL,OR DRY WELL. EX15T WITHIN 250 FEET OF THE APPLICANT'S PROPERTY LINE. CHLORIDE 1,3-DIGHLOROBENZENE 1,1,2,2-TETRACHLOROETHANE CONFORMANCE WITH THE REQUIREMENTS CONTAINED IN §406.4-12(A) EXCEPT THAT THE TOP OF APPLY TO ALL NEW WELL INSTALLATIONS AND THE REPLACEMENT OF EXISTING PRIVATE WATER 3.MULTIFAMILY RENDENGE WHERE WATER MAINS EX15T WITHIN 250 FEET OF THE APPLICANTS YEIRON 1,4-DIGHLOR05ENZENE TETRAGHLOROETHENE EACH WELL SCREEN SHALL BE INSTALLED A MINIMUM OF 20 FEET BELOW THE WATER TABLE SYSTEMS,AS DEFINED IN ARTICLE 4. PROGEOURES DE56RIBED IN §406.4-10 THROUGH §406-4.18 5406 41 PUMPING EQUIPMENT 4 STORAGE TANKS PROPERTY LINE. .WATER MANGANESE DIGHLORODIFLUOROMETHANE TOLUENE QUALITY PARAMETERS MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LE APPLY ONLY TO PRIVATE WATER SYSTEMS PROPOSED TO SERVE NEW CONSTRUCTION. ANY COMMERCIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL INSTALLED 15 4.REALTY SUBDIVISION OR DEVELOPMENT WHERE WATER MAINS EX15T WITHIN A 015TANGE LEVELS ZING I,I-DIGHLOROETHANE 1,2,3-TRIGHLOROBENZENE ACCEPTABLE,WITH THE FOLLOWING LIMITATIONS: EQUIVALENT TO 150 FEET MULTIPLIED BY THE NUMBER OF PROPOSED LOTS,FROM THE (MCLS) CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED COPPER 1,2-DIGHLOROETHANE 1,2,4-TRICHLOROBENZENE IRON AND MANGANESE CONCENTRATION WEIGH SHALL NOT EXCEED 1.0 M&/L,A5 INDIVIDUAL 9 APPLICANT'S PROPERTY LINE. � LEAD I I-DIGHLOROETHENE I I I-TRICHLOROETHANE WHERE A REPLACEMENT PRIVATE WATER 5Y5TEM CANNOT CONFORM TO THESE REGULATIONS DUE TO TRAIGHT CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC 5.COMMERCIAL OR INDUSTRIAL BUILDINGS WHERE WATER MAINS EXIST WITHIN 500 FEET OF THE BUILDING LOTS (5EE §406.4-12(0)). IF WATER QUALITY EXCEEDS THESE STANDARDS ON ANY MBA5 0I5 1,2-DICHLOROETHENE 1,1,2-TRIGHLOROETHANE 0 PHYSICAL OR FINANCIAL CONSTRAINTS,THE WELL DRILLER AND PROPERTY OWNER MUST COMPLETE I.S WATER LEVEL IN THE WELL 15 20 FEET OR LE55. APPLICANT'S PROPERTY LINE. FOR PROPOSED 5TRUGTURE5 LARGER THAN 5,000 GR055 PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED AS A BUILDING LOT AND SHALL BE BENZENE TRANS 1,2-DIGHLOROETHENE TRICHLOROETHENE AND SIGN A NONGOMPLIANCE NOTIFICATION FORM (AVAILABLE FROM THE DEPARTMENT) SPECIFYING SQUARE FEET,CONNECTION 15 REQUIRED WITHIN A DISTANCE EQUIVALENT TO THE PROP05ED 50 NOTED ON THE SUBDIVISION MAP. IF FUTURE TESTING BY THE DEPARTMENT SHOWS ACCEPTABLE BROMOBENZENE 1,2-DIGHLOROPROPANE TRICHLOROFLUOROMETHANE WEIGH PROVI5ION(5) OF THESE STANDARDS HAVE NOT BEEN MET.SAID FORM MUST BE SUBMITTED 2 REGENERATIVE TURBINE SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE 5TATIG GROSS SQUARE FOOTAGE DIVIDED BY TEN,E.G.,WITHIN b00 FEET OF A PROPOSED 6,000 WATER QUALITY,OR IF PUBLIC WATER BECOMES AVAILABLE,THE LOT MAY BE APPROVED FOR BROMOGHLOROMETHANE 1,3-DIGHLOROPROPANE 1,2,3-TRIGHLOROPROPANE TO THE DEPARTMENT WITHIN 60 DAYS OF THE WELL'S COMPLETION. WATER LEVEL IN THE WELL 15 25 FEET OR LE55. SQUARE FOOT BUILDING. DEVELOPMENT. COVENANT5,5AT15FAGTORY TO THE DEPARTMENT,PROHIBITING ANY FUTURE BROMOMETHANE 2,2-DI6HLOROPROPANE 1,2,4-TRIMETHYLBENZENE 6.COMMERCIAL OR INDUSTRIAL SUBDIVISION OR DEVELOPMENT WHERE WATER MAIN5 EX15T 9UBDIV1510N OF THE PROPERTY ARE REQUIRED FOR ALL LOTS. N-BUTYLBENZENE I,I-DIGHLOROPROPENE 1,3,5-TRIMETHYLBENZENE .. 6-4-2 WELL YIELD 3. JET PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC WATER LEVEL IN THE WELL 15 WITHIN A D15TANGE EQUIVALENT TO THE MAXIMUM BUILDABLE 5QUARE FOOTAGE ALLOWED SEG-BUTYLBENZENE GI5 1,3-DIGHLOROPROPENE M-XYLENE PRIVATE WATER SYSTEM WELL5 SERVING SINGLE FAMILY RE5IOEN6E5 MUST BE GAPA13LE OF 60 FEET OR LE55(AND THE CA51NG 15 100 FEET OR LE55). DIVIDED BY TEN,WHEN MEASURED TO THE GL05E5T PROPERTY LINE. WHEN INCREASING THE DEPTH OF TEST WELLS DUE TO UNSATISFACTORY WATER QUALITY,OPTIONS A-G TERT-BUTYLBENZENE TRAN5 1,3 DICHLOROPROPENE 0-XYLENE PROVIDING A CONTINUOUS YIELD OF AT LEAST 5 GALLONS PER MINUTE,MEASURED AT THE OUTLET OF OUTLINED IN ALTERNATIVE (4) MUST BE 5TRIGTLY FOLLOWED. THE FINDING OF UN5ATISFACTORY GAR30N TETRACHLORIDE ETHYLBENZENE P-XYLENE THE STORAGE TANK.AN ADDITIONAL YIELD OF 5 GALLONS PER MINUTE MUST BE PROVIDED FOR EACH PERMANENT PUMPING EQUIPMENT MAY BE INSTALLED ONLY AFTER THE WELL HAS BEEN DEVELOPED IF CONNECTION TO h GOMMUNIIY WATER SYSTEM BECOMES FEA.51131 E (DUE TO WATER MAIN WATER QUALITY IN A TEST WELL 15 DEEMED AS HAVING DEMONSTRATED THAT THE AQUIFER SEGMENT GHLOROBENZENE HEXAGHLOROBUTADIENE VINYL CHLORIDE ADDITIONAL DWELLING UNIT,E.6.,20 GPM FOR A FOUR-UNIT RESIDENCE.PRIVATE WATER SYSTEMS AND SILT-FREE WATER HAS BEEN OBTAINED. PUMPS MUST BE EQUIPPED WITH A PRESSURE SWITCH EXTENSIONS OR IMPROVED 5Y5TEM CAPACITY) PRIOR TO OR DURING CONSTRUCTION OF A PROJECT 15 CONTAMINATED AND 15 UNSUITABLE AS A DRINKING WATER SOURCE. PULLING THE WELL BACK OR CHLOROETHANE 150PROPYLBENZENE METHYL-TERT-BUTYL-ETHER SERVING NONRESIDENTIAL ESTABLISHMENTS MUST BE CAPABLE OF PROVIDING A GONTINUOU5 YIELD THAT 15 SET TO OPERATE AT A MINIMUM PRE55JRE OF 20 P51 WITH A 20 P51 DIFFERENTIAL. PREVIOUSLY APPROVED BY THE DEPARTMENT FOR A PRIVATE.WATER SYSTEM,THEN THE APPROVAL MARGINALLY DEEPENING IT WITHIN THE SAME AQUIFER SEGMENT(LE55 THAN A 40-FOOT CHANGE IN (MTBE) OF AT LEAST FIVE GALLONS PER MINUTE,MEASURED AT THE OUTLET OF THE 5TORAGE TANK,PLUS PUMPING EQUIPMENT MUST BE LOCATED IN AN AREA THAT 15 DRY,PROTECTED AGAINST SURFACE FOR THE PRIVATE WATER SYSTEM 15 VOIDED,AND THE APPLICANT MUST FILE A REVI5ED PLAN WITH 50REEN SETTING) 15 NOT PERMITTED. ANY ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROCESSING PURPOSES. DRAINAGE AND FREEZING,AND GONVENIENTLY AGGE551BLE FOR MAINTENANCE AND REPAIR. THE DEPARTMENT. NOTE: THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS 6406.4-3 WELL LOCATION INSTALLATION OF PUMPING EQUIPMENT IN PITS 15 PROHIBITED. REALTY DEVELOPMENTS AND SUBDIVISIONS APPROVED ON THE BA515 OF DEEPENED WELLS SHALL SUCH AS ALOIGARB OR DAGTHAL. IN ORDER E PROTECT THE SANITARY AND CHEMICAL QUALITY OF PRIVATE WELLS FROM POTENTIAL 5406.4-12(A) 6ETLR�!REQUIRFMENT5 FOR TEST WELLS HAVE 5PEGIAL COVENANT REQUIREMENTS,AND BE 50 NOTED ON THE FINAL MAP. INDIVIDUAL LOT CONTAMINATION SOURCES,AND IT FACILITATE MICALAGOEQ MINIMUM HORIZONTAL SEPARATION DISTANCES STORAGE TANKS MU5T HAVE A MINIMUM OF &2 GALLONS CAPACITY OR EQUIVALENT. IN ADDITION, A TEST WELL MAY BE REQUIRED IN ORDER TO DETERMINE THE SUITABILITY OF THE USE OF INDIVIDUAL APPROVALS FROM SAID MAP WILL REQUIRE WELL5 OF 51MILAR MINIMUM DEPTHS,UNLE55 ADDITIONAL IN GASES OF UNSATI5FACTORY WATER QUALITY,AS DETERMINED BY THE THEY MUST MEET THE FOLLOWING 5TANDARD5: DEPARTMENT,THE APPLIGANT SHALL BE REQUIRED TO MODIFY THE LOCATION AND/OR BETWEEN WELLS AND THE CLOSEST PORTION OF THE ITEM5 L15TED IN TABLE I MUST BE MAINTAINED: PRIVATE WATER SYSTEMS,WHERE THE DEPARTMENT HAS DETERMINED THAT A PUBLIC,WATER TEST HELL(S) DEMONSTRATE 5ATI5FACTORY WATER QUALITY. SUPPLY 15 NOT AVAILABLE OR AGGE551BLE (5EE §406.4-II AGCE-55 TD PUBLIC WATER). A TEST WELL DEPTH OF THE WELL. RETESTING TO CONFIRM THE ORIGINAL ANALYSIS IS ALLOWABLE, TABLE I -SEPARATION REQUIREMENTS I.MATERIALS -MUST BE NON-CORROSIVE,OR THE WATER CONTACT SURFACE NON-METALLIC. OR WELLS 15 REQUIRED FOR ANY APPLICATION FOR A REALTY 5U5DIVI510N OR DEVELOPMENT,AND 6446.4-12(0) 5PEGIFIG TEST WELL REQUIREMENTS FOR DEVELOPMENTS PROVIDED THE SAMPLING PNT GAN DEM IN §406.4-13 WATER QUALITY ANALYSIS ARE FOUNDATIONS 10 FEET(5EE NOTE 1) MAY BE REQUIRED FOR INDIVIDUAL LOTS. IN ORDER TO DETERMINE THE DEPTH AT WHIGH THE BEST TEST WELL REQUIREMENTS FOR DEVELOPMENTS (2 TO 4 LOTS) MAY ALLOW THE APPLICANT AN FOLLOWED. IF THE APPLICANT GAN DEMONSTRATE TO THE DEPARTMENT'S LEACHING POOLS(ON E OFF-SITE) 150 FEET(5EE NOTE 2) 2. PRESSURE GAUGE - MUST BE INSTALLED AT THE PUMP OR TANK. WATER QUALITY 15 AVAILABLE,APPLICANTS MAY PERFORM EXPLORATORY DRILLING BY IN5TALLIN6 ADDITIONAL ALTERNATIVE OTHER THAN TH05E OUTLINED FOR REALTY SUBDIVISIONS. TEST WELLS DEPARTMENT THAT POTABLE WATER IS NOT AVAILABLE ON THE PARCEL,THE PROPERTY LINES I FOOT 3. AIR VOLUME CONTROL VLV- MUST BE PROVIDED ON TANKS NOT CONTAINING DIAPHRAGMS. TEST WELLS AT VARIOUS DEPTHS AND PRE-TEST WATER QUALITY,PRIOR TO REQUE5TIN6 ANALYSES 5HALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL REQUIREMENTS CONTAINED IN §406.4-12(A). DEPARTMENT MAY ALLOW THE INSTALLATION OF WATER TREATMENT. BY THE DEPARTMENT. §406.4-14 WATER TREATMENT FOR INDIVIDUAL LOTS SEPTIC TANKS 15 FEET �T- ll� (`{� SEWER LINES t SEPTIC SYSTEM MAIN LINES 50 FEET A MINIMUM OF ONE INITIAL TEST WELL SHALL BE INSTALLED ON THE PROPERTY. IN GENERAL,WHERE V m 4.5HUT-OFF VALVE - MUST BE INSTALLED ON THE OUTFLOW SIDE OF THE TANK. TEST WELLS SHALL BE LOGATED ON THE SUBJECT PARCEL. WATER QUALITY TESTS FROM NEARBY OR ONE OR MORE 5MALLER LOTS ARE PROPOSED TO BE DIVIDED FROM A MUCH LARGER PARCEL,THE INSTALLATION OF WATER TREATMENT MAY BE ALLOWED BY THE DEPARTMENT ONLY O STORM DRAINS,GATGH BA51N5,5UMP5, ADJACENT PAR( ARE NOT ACCEPTABLE AS PROOF OF LOCAL WATER QUALITY. AN EXISTING WELL MUST BE INSTALLED ON ONE OF THE PROPOSED SMALL LOTS. THE APPLICANT 15 RESPONSIBLE WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOCATING THE WELL 15 REGHARGE BA51% 4 DRAINAGE DITGHE5 50 FEET 5. DRAINAGE VALVE - MUST BE INSTALLED ON THE TANK 51DE OF THE SHUT-OFF VALVE TO ALLOW NOT FEASIBLE. THE APPLICANT MUST SUBMIT A PLAN INDICATING THE TYPE OF ON d) WASHING MACHINE DRY WELLS 100 FEET COMPLETE DRAINAGE OF THE TANK,AND TO PROVIDE SAMPLING ACCESS. WELL ON THE PARCEL CAN BE UTILIZED AS A TEST WELL, IF THE WELL CAN BE DOCUMENTED TO MEET TO ENSURE THE PROPER LOCATION OF ANY TEST WELLS TO BE U5ED AS A FUTURE SOURCE OF TREATMENT PROPOSED,AND THE METHOD OF DISPOSAL OF BAGKWA5H WATER OR 4� (- DEPARTMENT STANDARDS. AN UNTREATED OR UNFILTERED SAMPLE TAP MUST BE AVAILABLE FOR POTABLE SUPPLY. W N - TESTING. OTHER WASTES. THE SUBMISSION MUST INCLUDE A CERTIFICATION FROM THE (-- NOTE I -ALL PRIVATE WATER SYSTEM WELLS MUST BE LOCATED OUTSIDE OF BUILDINC75 AT LEAST &406.4-b DISINFECTION WATER ANALYSES FOR INOR6ANIG GHEMIGAL CONTENT VOLATILE ORGANIC COMPOUNDS AND MANUFACTURER OR 5ELLER THAT: � v- = FIVE FEET BEYOND ANY ROOF OVERHANG AND TETT FEET FROM FOUNDATION WALLS.NY50EG ALL AGGE551BLE WATER SUPPLY APPURTENANGE5 MUST BE THOROUGHLY DISINFECTED WITH A ' REGULATIONS ON TERMITIGIDE APPLIGATION5 PROHIBIT TREATMENT WHERE WELLS ARE LE55 THAN 10 TEST WELLS SHALL BE CONSTRUCTED IN AGGORDANGE WITH ALL DEPARTMENT STANDARDS, IF THEIR PE5TIGIDE5 MUST COMPLY WITH NYS MGUS AND GUIDELINES,EXCEPT AS NOTED IN REQUIREMENTS LY � STRONG CHLORINE SOLUTION MADE BY MIXING THREE QUARTS OF HOUSEHOLD BLEACH WITH TEN EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I. THE DEVICE MEETS ALL DEPARTMENT AND NY5 STANDARDS. O FEET FROM FOUNDATION WALLS,AND RESTRICT TREATMENT WHERE WELLS ARE LOCATED 10 TO 25 GALLONS OF WATER. DISINFECTION 15 ACCOMPLISHED AS FOLLOWS: (1) THROUGH (III) SPECIFIED IN §406.4-12(13). FEET AWAY.THEREFORE,A DISTANCE OF 25 FEET BETWEEN WELLS AND FOUNDATION WALLS 15 2.THE DEVICE 15 GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF rT1 m }" X IN ORDER TO PROTECT THE SANITARY AND GHEMIGAL QUALITY OF THE PROP05ED WATER SOURCE, AT LEAST ONE YEAR. F-�-1 RECOMMENDED,ALTHOUGH NOT STRICTLY REQUIRED. IF WATER QUALITY I5 UNSATISFACTORY AS SHOWN BY THE DEPARTMENT'S ANALYSES,THEN THE USE `O � u- I. POUR THE CHLORINE SOLUTION INTO THE WELL AND TO PROVIDE A REASONABLE MARGIN OF SAFETY IN THE EVENT OF FUTURE WATER QUALITY (1),(3),(4),(5) 3. THE EXPECTED OPERATIONAL LIFE OF THE UNIT,BASED UPON THE RAW WATER � j� � OF PRIVATE WELLS WILL NOT BE APPROVED.ALTERNATIVES AND (6) A5 L15TEP IN ANALYSIS MUST BE INDICATED 50 THAT THE HOMEOWNER WILL KNOW WHEN X Z NOTE 2 - SINGLE-FAMILY RESIDENTIAL LOTS WEIGH ARE EXEMPT FROM THE MINIMUM LOT 517E DEGRADATION,TEST WELLS SHALL MEET THE FOLLOWING MINIMUM STANDARDS: TABLE 4 ARE AVAILABLE TO THE APPLICANT. IN THE EVENT THAT THESE ALTERNATIVES DO NOT REQUIREMENTS CONTAINED IN ARTICLE 6, §160-60q OF THE SUFFOLK GOUNTY SANITARY CODE,AND 2.CONNECT PIPING AND OPERATE PUMP UNTIL A CHLORINE ODOR IS OBSERVED AT ALL TAPS. FILTER MAINTENANCE 15 REQUIRED. m I O PR01(IDE ACCEPTABLE WATER QUALITY,OR DUE TO THE DEPARTMENT'S KNOWLEDGE OF WATER 51NGLE-FAMILY LOTS INDICATED ON REALTY SUBDIVISION OR DEVELOPMENT MAPS APPROVED BY 3. DISCONNECT THE WELL PIPING AND ADD ANOTHER TEN GALLONS OF CHLORINE SOLUTION. • I. THE TOP OF EACH WELL SCREEN MUST BE INSTALLED A MINIMUM OF 40 FEET BELOW THE WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE DEPARTMENT MAY ALLOW THE APPLICANT THE USE THE DEPARTMENT PRIOR TO MARCH I, Ig88 REQUIRE THAT A MINIMUM HORIZONTAL SEPARATION OF 100 TABLE. OF PRIVATE WELLS WITH AN APPROVED WATER TREATMENT DEVICE,PROVIDED ALL PARCELS ARE WATER TREATMENT UNITS MAY NOT BE INSTALLED WITHOUT PRIOR APPROVAL LI THE 2 I) 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MUST BE AT LE"5T 50 FEET. DEPARTMENT. AFTER INSTALLATION AND D151NFEGTION OF THE DEVICE SAMPLING 15 Q FEET BE PROVIDED BETWEEN THE WELL AND THE GL05E5T EDGE OF ALL LEACHING POOLS. WHERE 4. RECONNECT TrIE PIPING AND RUN THE PUMP FOR TEN SECONDS. COVENANTED PROHIBITING ANY FUTURE 5UBOIV151ON OF THE PROPERTY,UNLE55 WATER SERVICE FROM LLJ � SUCH SEPARATIONS ARE PHYSICALLY IMP055151 E TO ATTAIN,GONNEGTION TO PUBLIC WATER WILL BE A COMMUNITY WATER SUPPLY 15 PROVIDED (SEE §406.4-q TREATMENT AND §406.4-15 REQUIRED FOR TOTAL GOLIFORM AND THE PARAMETER(5)TO BE TREATED OR E-1 LL PRIOR TO SAMPLING BY THE DEPARTMENT THE WELL DRILLER SHALL PROVIDE THE DEPARTMENT WITH FILTERED,AS A DEMONSTRATION OF EFFICACY. THE RENTAL OR LEASE OF WATER O REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LINE (5EE §406.4 - II AGGE55 TO 5. ALLOW THE WUL TO STAND IDLE FOR A MINIMUM OF 51X HOURS(24 HOURS IF POSSIBLE). A SIGNED CERTIFICATION CONTAININ6 WELL LOG DATA, INGLUP14'a THE DEPTH OF THE WELL, COVENANTS). TREATMENT EQUIPMENT TO COMPLY WITH THESE STANDARDS 15 NOT PERMISSIBLE. >-4 Z O PUBLIC, WATER). IF PUBLIC WATER 15 NOT AVAILABLE, A WELL MAY BE INSTALLED WITH LE55 THAN ELEVATION OF THE WATER TABLE,SCREENED INTERVAL,AND 0'T 4ER PERTINENT INFORMATION I ks) N 100 FEET SEPARATION BETWEEN WELL AND LEACHING POOL WITHOUT A VARIANCE FROM THE b. PUMP TO WA5TE UNTIL THE SYSTEM 15 FREE OF ALL CHLORINE ODORS AND TASTES. &406.4 - 12(0) SPECIFIC TEST WELL REQUIREMENTS FOR INDIVIDUAL LOTS 6.4-15 COVENANTS m REQUIRED BY THE DEPARTMENT. TEST WELL REQUIREMENT5 FOR INDIVIDUAL BUILDING LOTS IN 51NOLE AND SEPARATE OWNERSHIP DEPARTMENT PROVIDED THAT: ALL INDIVIDUAL PRIVATE WATER SYSTEMS APPROVED BY THE DEPARTMENT WITH A Q 5406.4-q TREATMENT TEST WELLS SHALL BE PUMPED FOR ONE HOUR AT TEN GALLONS PER MINUTE IMMEDIATELY PRIOR TO ALLOW THE APPLICANT ALTERNATIVES OTHER THAN TH05E OUTLINED FOR REALTY SUBDIVISIONS AND WATER TREATMENT DEVICE OTHER THAN h POLYPH05PHATE FEEDER,REQUIRES THAT I. THE MAXIMUM ATTAINABLE HORIZONTAL SEPARATION 15 MAINTAINED,WITH A MINIMUM IF THE DEPARTMENT DETERMINES THAT WATER TREATMENT 15 NEGE55ARY,THE EQUIPMENT SAMPLING,UNLE55 OTHERN15E SPECIFIED BY THE DEPARTMENT. THE APPLICANT OR THEIR AGENT DEVELOPMENTS. TEST WELLS SHALL BE INSTALLED IN AGGORDANGE WITH THE GENERAL THE APPLICANT FILE A COVENANT WITH THE SUFFOLK COUNTY CLERK.THIS COVENANT 5EPARATION OF AT LEAST 65 FEET,AND INSTALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER MUST CONTACT THE DEPARTMENT TO ARRANGE AN APPOINTMENT FOR THE TESTING. REQUIREMENTS CONTAINED IN §406.4 - 12(A). THE DEPARTMENT MUST APPROVE,AND MAY 5PEGIFY, MUST BE 5AT15FAGTORY TO THE DEPARTMENT AND STATE THAT: rT, I j 2. THE DEPTH OF THE WELL SCREEN BELOW THE WATER TABLE 15 INCREASED ACCORDING TO THE MAXIMUM CONTAMINANT LEVELS (MGUS) AND GUIDELINES DURING MAXIMUM WATER FLOW. THE TEST WELL LOCATION AND DEPTH. THE WELL MUST BE CONSTRUCTED IN AGC.ORDANGE WITH THESE ti (- SCHEDULE CONTAINED IN TABLE 2. FOR EXAMPLE: IF THE WELL CAN BE LOCATED ONLY 10 FEET WHOLE-HOUSE TREATMENT 15 REQUIRED FOR: IRON (FE),MANGANESE (MN),CHLORIDES,VOLATILE TEST WELLS SHALL NOT BE ADULTERATED WITH WATER FROM ANOTHER SOURCE,TREATED WITH STANDARDS IF THE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I. THE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED DRINKING WATER HORIZONTALLY FROM THE NEAREST LEACHING POOL,AND THE DEPTH TO GROUNDWATER 15LE55 ORGANIG GOMPOU05(VOG'S),AND &PICARD RESIDUES.NITRATE TREATMENT MAY BE PROVIDED GHEMIGAL5,OR CHLORINATED PRIOR TO SAMPLING BY THE DEPARTMENT. MGUS OR 6UIDELINE5 AT THE TIME OF 5AMPLIN6,AND THAN 100 FEET, THEN THE TOP OF THE WELL SCREEN MUST BE INSTALLED A MINIMUM OF 30 TO A SINGLE TAP,AND MUST BE CAPABLE OF PRODUCING A MINIMUM OF TEN GALLONS PER DAY OF A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING LOT. PRIOR TO THE 155UANCE OF AN 2.OCCUPANCY WILL NOT OCCUR PRIOR TO THE INSTALLATION OF A TREATMENT ENGINEER: FEET BELOW THE WATER TABLE. TREATED WATER. TABLE 3 LI5T5 THE WATER TREATMENT METHODS ACCEPTED BY THE DEPARTMENT ALL WATER SAMPLING AND ANALYSES WILL BE PERFORMED BY THE DEPARTMENT,PROVIDED APPROVAL TO GON5TRUGT FOR WHICH THE DEPARTMENT HAS DETERMINED THAT PUBLIC,WATER I5 NOT SYSTEM APPROVED BY THE DEPARTMENT. of NE-W y AGGE•551BLE,AND WHERE: O, FOR SPECIFIC WATER QUALITY PROBLEMS. THE DEPARTMENT MAY APPROVE OTHER TYPES OF WATER PROPER APPLICATION TO THE DEPARTMENT HAS BEEN MADE AND TESTING FEES HAVE BEEN PAID. �. ,( T. BU ' &406.4-4 - DEPTH . TREATMENT EQUIPMENT ON A CA5E-BY-GA5E BASIS, IF PROOF OF OPERATIONAL EFFIGIENGY ANALYTIGAL RESULTS WILL BE DEEMED VALID FOR ONE YEAR FROM THE DATE OF SAMPLING. IF ALL REALTY SUBDIVISIONS OR DEVELOPMENTS APPROVED BY THE DEPARTMENT WITH ,`Q' Q�� Tl�, * THE TOTAL MINIMUM WELL DEPTH REQUIRED 15 50 FEET.THE TOP OF THE WELL 5GREEN MUST BE I. A PRIVATE WELL MAY BE VULNERABLE TO CONTAMINATION OR PRIVATE WELLS ARE REQUIRED TO HAVE A COVENANT PLACED UPON ALL PARCELS. � �� 9 INSTALLED AT LEAST 40 FEET BELOW THE WATER TABLE.FOR INDIVIDUAL LOTS WHERE THE ACCEPTABLE TO THE DEPARTMENT 15 PROVIDED. FINAL APPROVALS ARE NOT OBTAINED WITHIN ONE YEAR OR IF APPROVALS HAVE EXPIRED,NEW �, r'� m SALTWATER INTERFACE 15 ENCOUNTERED LE55 THAN 40 FEET BELOW THE WATER TABLE,THE WELL ANALYSES OF ALL TEST WELLS MAY BE REQUIRED. 2. THE QUANTITY OF FRESH WATER 15 LIMITED DUE TO THE PROXIMITY OF SALT WATER. INSTALLATION OF DEEP WELLS OR WATER TREATMENT REQUIRES SPECIAL COVENANT * v ' w LANGUAGE.A COMPLETE SET OF ALL WATER ANALYSES,EXECUTED COVENANTS TITLE l SCREEN MAY BE INSTALLED AT A SHALLOWER DEPTH (WITHOUT A VARIANGE FROM THE DEPARTMENT) TABLE 3 - WATER TREATMENT Y� ,.)a z i, SPECIFIC TEST WATER QUALITY PARAMETERS MUST COMPLY WITH THE MAXIMUM CONTAMINANT LEVELS(MGUS) GERTIFIGATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGAGE HOLDERS MUST n r ,,,,,� PROVIDED THAT: WATER QUALITY PROBLEM TREATMENT FOR REALTY SUBDIV1510N APPLIGATION5(5 LOTS OR MORE) THE DEPARTMENT WILL SPECIFY THE CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED IRON AND BE SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO �2 ` I. THE TOP OF THE WELL 5GREEN 15 AT LEAST 10 FEET BELOW THE WATER TABLE,AND TEST WELL LOCATIONS.ONE TEST WELL 15 REQUIRED PER 10 ACRES OR 10 %BDIV1510N LOTS,WITH A MANGANESE CONCENTRATION WHIGH SHALL NOT EXCEED ID MG/L. INDIVIDUAL LOT TEST WELLS RECORDING.COMPLETE IN5TRUGTION5 AND MODEL COVENANTS MAY BE OBTAINED `��` 0734(y' P� FE = 0 3 - O.qq MG/L I,2,3,4 WHIGH MEET MGUS WITH THE EXCEPTION OF IRON AND MANGANE5E UP TO A COMBINED FROM THE DEPARTMENT. LEGENDS REGARDING COVENANT LANGUAGE MUST APPEAR R �c 2. THE HORIZONTAL SEPARATION BETWEEN THE WELL d ALL LEACHING POOLS 15 AT LEAST 150 FEET. MN = 0.3 - O.qq MG/L I,2,3 MINIMUM OF 2 TEST WELLS FOR ANY SUBDIVISION. TEST WELLS SHALL BE INSTALLED IN OFESS � �y� FE + MN = 0.3 - 0.9q M6/L I,2,3 CONFORMANCE WITH THE GENERAL REQUIREMENTS INCLUDED IN §406.4-12(A). GONGENTRATION OF 5.0 MG/L,MAY BE APPROVED PROVIDED THAT WATER TREATMENT 15 INSTALLED ON ALL REALTY SUBDIVISION AND DEVELOPMENT MAPS. §_4Qb 4-5 CASINGS SGREEN5 DROP PIPES t WELT SEALS ALL WELLS MUST BE INSTALLED VERTICALLY. THE APPLICANT MUST RECEIVE PRIOR APPROVAL FROM FE = 1.0 - 5.0 MG/L 2,3,4 AND APPROPRIATE COVENANTS ARE FILED (5EE §406.4-q TREATMENT AND §406.4-15 MN = I.O - 5.0 MG/L 2,3 WATER ANALYSES FOR INORGANIC GHEMIGAL CONTENT,VOLATILE ORGANIC COMPOUNDS,AND COVENANTS). §406.4-I6 CERTIFICATIONS, JEFFREY T. BUTLER, P.E. THE DEPARTMENT BEFORE PROGEEDING IF A VERTICAL WELL IS NOT P055151 E. THE APPLICANT MU5T PROVIDE THE DEPARTMENT WITH A COPY OF THE LONG FE + MN = 1.0 - 5.0 MG/L 2,3 PESTICIDES MUST COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS (MGUS) NITRATE = 10 - 2OMGA- 5,b CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT A5 L15TED BELOW. IF WATER QUALITY PARAMETERS OTHER THAN IRON AND MANGANESE EXCEED MGUS,AS SHOWN BY 15LAND WELL COMPLETION REPORT SUBMITTED TO THE NEW YORK STATE Q TABLE 2 -SEPARATION DISTANCE t DELL DEPTH THE DEPARTMENT'S ANALYSIS,THE USE OF A PRIVATE WELL WILL NOT BE APPROVED. IN SUCH GASES, DEPARTMENT OF ENVIRONMENTAL CONSERVATION. THE REPORT MUST DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED WELL 5GREEN CHLORIDE > 250 MG/L b INDIGATE: A LOG OF THE WELL•THE 5TATIG WATER LEVEL IN THE GA51NG•THE P4 O VOG'S OR ALDIGARB EXCEEDING STANDARDS 1 THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: TABLE BELOW GRADE HORIZONTAL SEPARATION DEPTH BELOW WATER TABLE I.THE ARITHMETIC MEAN NITRATE GONGENTRATION OF ALL HELLS TESTED (ON THE SAME DAY)AT DEPTH TO THE TOP OF THE WELL 50REEN FROM THE LAND 5URFACE;THE O T- In < 100 FEET 100' 40' THEIR FINAL SGREEN SETTING SHALL NOT EX( 6.0 MIILLIGRAMS PER LITER(M6/L),AND NO I. EXTEND PUBLIC WATER TO THE LOT,OR DEPTH OF THE SALTWATER INTERFACE(IF ENCOUNTERED);WELL MATERIALS, q0' 10' Ir- TYPES OF TREATMENT WELL MAY EXGEED THE NITRATE MGL,AND 0 < I. POLYPH05PHATE FEEDER 2.CHANGE THE WELL DEPTH(A MINIMUM DEPTH OF 40 FEET TO THE TOP OF THE WELL SCREEN MUST LENGTHS AND DIAMETERS(CASING,SCREEN,AND DROP PIPE);TYPE AND F) O 80' 100' 11.THE CHLORIDE CONCENTRATION SHALL NOT EXCEED 100 MG/L IN ANY WELL,AND BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALYSIS,OR MODEL PITILESS ADAPTER;PACKER MATERIAL, IF USED;PUMP v )- LY CD 2. ION EXCHANGE(WATER SOFTENER) 51ZE AND TYPE;PUMP LOCATION AND DEPTH FROM LAND 5URFAGE;DRILLING -1 Z - LL 10 130 III. THE COMBINED IRON AND MANGANESE GONGENTRATION SMALL NOT EXCEED I.0 MG/L IN ANYCD 65' 145' 3. POTASSIUM PERMANGANATE/FILTRATION WELL 3. RELOCATE THE WELL AND REPEAT THE COMPLETE WATER ANALYSIS(A MINIMUM DEPTH OF 40 METHOD;AND WELL YIELD. THE REPORT MUST ALSO ATTEST TO ANY OTHER � � O 4. OXIDATION/FILTRATION FEET TO THE TOP OF THE WELL 5GREEN MUST BE MAINTAINED). L }- Q 5. DISTILLATION 4. IN SHORELINE AREAS WHERE FRESH WATER I5 NOT AVAILABLE AT GREATER DEPTHS THE TOP WORK PERFORMED, INCLUDING: DEPTH,MATERIAL AND DIAMETER OF THE �jj Z z Lu 100 TO 200 FEET 100' 40' IF WATER QUALITY FAIL5 TO MEET THE STANDARDS ITEMIZED ABOVE,THEN THE USE OF PRIVATE WELL LATERAL;51ZE AND TYPE OF STORAGE TANK;TYPE,MAKE AND MODEL LU � } qO' 60' b. REVERSE 05MO515 WELLS WILL NOT BE APPROVED. THE ALTERNATIVES I THROUGH 6 LISTED IN TABLE 4 ARE AVAILABLE OF THE WELL SCREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW THE WATER TABLE, � 1. GRANULAR ACTIVATED CARBON* PROVIDED A MINIMUM DISTANCE OF 150 FEET 15 MAINTAINED TO ANY LEACHING POOL,AND ALL OF WATER TREATMENT UNIT;AND,WATER SYSTEM DISINFECTION. INFORMATION ♦- O N z O S0 80 TO THE APPLIGANT TO PROCEED WITH THE PROP05ED REALTY'513PIVI510N. OTHER REQUIREMENTS OF THESE STANDARDS ARE MET. MAY BE LISTED ON THE REVERSE OF THE REPORT,OR ADDITIONAL SHEETS (Z/ T- Q 10' 100' MAY BE ATTACHED. THE REPORT MUST BE SIGNED IN THE APPROPRIATE Lu v - R- 65' 110' "GAG TREATMENT MUST COMPLY WITH APPENDIX 15-B OF PART 15,TITLE ID OF THE NEW YORK TABLE 4.ALTERNATIVES WHEN TEST WELL WATER QUALITY I5 UN5AT15FAGTORY (••- PLACES BY A LICENSED WELL DRILLER AND/OR PLUMBER Q-- � STATE HEALTH DEPARTMENT ADMINISTRATIVE RULES AND REGULATIONS(AVAILABLE FROM THE IN THE EVENT THAT THESE ALTERNATIVES DO NOT PROVIDE AGGEPTA13LE WATER QUALITY,OR DUE TO S O ) 200 FEET 100' 40' DEPARTMENT). (1) EXTEND PUBLIC WATER TO SERVE ALL PROPOSED LOTS,OR THE DEPARTMENT'S KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE CERTIFYING ALL WORK PERFORMED BY EACH. O v O � � qOI 50' DEPARTMENT MAY ALLOW THE APPLICANT THE USE OF A PRIVATE WELL WITH AN APPROVED WATERO 80' b0' PROCEDURES FOR NEW GON5TRUGTION (2) CONSTRUCT AN ON-51TE COMMUNITY WATER SYSTEM MEETING ALL APPLIGABLE NEW YORK STATE TREATMENT DEVICE,PROVIDED ALL OTHER REQUIREMENTS OF THESE 5TANDARD5 ARE MET,AND THE FINAL -11 FINAL APPROVAL O w Q- Lu - FINAL APPROVAL OF PRIVATE WATER SYSTEMS FOR NEW CONSTRUCTION WILL z ()/ Z APPROPRIATE COVENANTS ARE FILED (5EE §406.4-g TREATMENT AND §406.4-15 BE 155UED UPON 50BMI55ION OF ALL REQUIRED DOCUMENTATION, INCLUDING: Lu Q z _ 10' 10' AND SUFFOLK COUNTY STANDARDS,OR � It b5' 15' 6406.4-10 INTRODUCTION COVENANTS). A5-BUILT SURVEYS,WATER QUALITY ANALYSES,COMPLETION REPORTS, WELL u � } J J Q NO PER50N MAY CON5TRUGT A PRIVATE WATER SYSTEM TO SERVE NEW CONSTRUCTION WITHOUT FIRST (3) RECONFIGURE THE SUBDIVISION 50 THAT ALL LOTS ARE GREATER THAN 5.0 ACRES.NO DRILLER GERTIFIGATION AND COVENANTS WHERE REQUIRED (5EE lS' CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR HAVING APPLIED FOR AND RECEIVED AN APPROVAL FROM THE DEPT.AN APPROVAL TO ADDITIONAL TEST WELLS ARE REQUIRED FOR 5UBDIVISION APPROVAL. LOTS MUST BE GOVENANTED 5406.4-13 WATER QUALITY ANALYSIS DEPARTMENT BULLETIN5 FOR INFORMATION).FINAL APPROVALS WILL BE w F- LL m N PLASTIC CON5TRUGT WILL BE GRANTED ONLY WHERE THE DEPARTMENT,HA5 MADE A DETERMINATION THAT NO AGAINST FURTHER SUBDIVISION,UNLE55 WATER SERVICE FROM A COMMUNITY SUPPLY 15 PROVIDED, WATER QUALITY OF ALL PRIVATE WATER 5Y5TEM5 FOR NEW CONSTRUCTION MUST BE TESTED,AT THE INDIGATED ON COPIES OF THE FINAL SURVEY WHICH MAY BE SUBMITTED TO � MEETING STANDARDS OF THE NATIONAL SANITATION FOUNDATION(NSF) AND THE AMERICAN OR APPLICANT'S EXPENSE,AS A CONDITION FOR RECEIVING FINAL APPROVAL FROM THE DEPARTMENT. � -1 < v n O O SOCIETY FOR TESTING AND MATERIALS(ASTM). PUBLIC WATER SUPPLY IS AVAILABLE (5EE §406.4-II ACCESS TO PUBLIC WATER). THE SAMPLING AND ANALY515 MUST BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY THE MUNICIPAL BUILDING DEPARTMENT A5 PART OF THEIR REQUIREMENTS TO .j } k6 N � i APPLICANTS ARE REQUIRED TO FOLLOW THE PROCEDURES SPECIFIED IN THE APPROPRIATE (4) DEEPEN TH05E TEST WELL(5) THAT EXCEED THE DEPARTMENT'S WATER QUALITY STANDARDS (LISTING AVAILABLE FROM THE DEPARTMENT). OBTAIN A CERTIFICATE OF OCaPANGY. � E"{ LCD u � LL - O WELL SCREENS MUST BE CON5TRUGTED OF NON-CORRO5 VE MATERIALS;5TAINLE-55 STEEL 15 DEPARTMENT BULLETIN FOR SINGLE-FAMILY RESIDENTIAL CONSTRUCTION, HE OTHER THAN AGGORDIN6 TO OPTIONS A,B,OR G LISTED BELOW. &406.4-Ib VARIANGE5 � E O PREFERRED.5GREEN5 MUST BE SECURELY ATTACHED' TO THE CASING. THE U5E OF LEAD PACKERS 15 THE LABORATORY MUST CERTIFY THAT THE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY, O SINGLE-FAMILY RE51DENTIAL GON5TRUGTION.THE APPLICANT'S PLAN MUST INDICATE THE LOCATION OF THE SUFFOLK COUNTY WMM155IONER OF HEALTH 5ERVIGE5 MAY,ON WRITTEN 1l PROHIBITED. SCREENS MUST BE A MINIMUM OF 3 FEET IN LENGTH. TWO INCH I.D.WELLS GREATER NOT FILTERED OR TREATED BY ANY DEVICE. THE SAMPLE COLLECTION POINT SAMPLER'S NAME � z ALL CESSPOOLS,5EPTIG TANKS,WASHING MACHINE DRYWELL5,SEWER LINES,STORM DRAINS,CATCH OPTION A.DEEPEN THE TEST WELL(5) FROM THE UPPER GLACIAL INTO THE MAGOTHY AQUIFER,AND APPLICATION,GRANT A VARIANCE FROM A 5PEGIFIG PROVISION OF THESE �-+ THAN 150 FEET IN TOTAL DEPTH MUST UTILIZE SCREENS THAT ARE A MINIMUM 5 FEET IN LENGTH. PUMPING RATE,AND LENGTH OF TIME THE WATER RAS FLOWING MUST BE NOTED ON THE LABORATORY Z (� � BASINS,DRAINAGE DITGHE5,SUMPS,AND RECHARGE BA51N5 ON 51TE AND WITHIN 150 FEET OF THE REPEAT THE COMPLETE WATER ANALY515. REGULATIONS IN A PARTICULAR GA5E,5UBJECT TO APPROPRIATE _ DROP PIPES MUST BE CONSTRUCTED OF STAINLESS OR GALVANIZED STEEL OR HIGH-DENSITY PLASTIC APPLICANT'S PROPERTY LINES. FORM. AN UNUSED WELL AT AN UNOCCUPIED NEW CONSTRUCTION MUST BE PUMPED FOR A MINIMUM OF 15 �- --- 0 CONDITIONS,WHERE SUCH VARIANCE IS IN HARMONY WITH THE GENERAL n 1�( G,' _ O MINUTES,BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO SVMPLING.ALL + Ir �' 1 tl -7 D OPTION B. DEEPEN THE TEST HELL(S) THROUGH AN AQUIGLUDE OR CONFINING CLAY LAYER WEIGH PURP05E AND INTENT OF THE REGULATIONS,AND WHEN SUCH APPLICATOR,' -- - I v (RATED AT 100 P51 AND APPROVED BY THE NSF FOR POTABLE WATER SUPPLIES). PLASTIC, DROP OTHER SAMPLES MUST BE COLLECTED IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF PIPES USED FOR SUBMERSIBLE PUMPS MUST BE FITTED POTABLE I TORQUE ARRESTORS. MINIMUM INSIDE THE DEPARTMENT WILL REVIEW THE APPLIGANT'S PROPOSED WELL LOCATION AS INDICATED ON THE WOULD IMPEDE THE VERTICAL FLOW OF CONTAMINANTS,AND REPEAT THE COMPLETE WATER HEALTH SAMPLE COLLECTION PROTOCOLS FOR POTABLE WATER OR THE APPLICABLE USEPh FOR A VARIANCE HAS BEEN CONSIDERED BY A REVIEW BOARD APPOINTED DIAMETERS FOR DROP PIPES ARE: SURVEY SUBMITTED.MODIFICATION OF THE WELL LOCATION MAY BE REQUIRED BY THE DEPT ANALYSIS. WELL LOC-75 OR OTHER INFORMATION 5AT15FAGTORY'TO THE DEPARTMENT MU5T BE METHODOLOGIES. BY THE COMMISSIONER. THE GOMM155IONER MAY � AUG 1 8 201' PRIOR TO ISSUING AN APPROVAL TO CONSTRUCT.A TEST WELL MAY BE REQUIRED FOR ANY SUBMITTED WHICH VERIFY THE PRESENCE OF AN AQUICLUDE. IMP05E MORE STRINGENT REQUIREMENTS IN A 5PEGIFIG GA5E,WHEN INDIVIDUAL LOT WHERE THE QUANTITY OR QUALITY OF THE WATER MAY BE QUESTIONABLE (5EE ANY NEGE55ARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY OF 5AMPLIN6 NEGE55ARY,TO INSURE A SATISFACTORY WATER SUPPLY. - `�';-" ;c; )-", ' I P A(5E : I. 1.25 INCHES - 5UGTION LINES FOR 5UGTION-LIFT AND JET PUMP SYSTEMS; §406.4-12(D)). OPTION G. DEEPEN THE TEST WELL(5) A MINIMUM OF 40 FEET TO A DEEPER SEGMENT WITHIN EXTENDED PUMPING TO REDUCE IRON CONCENTRATIONS OR OTHER CONTAMINANTS 15 NOT - ��'a THE SAME AQUIFER WHERE CONTAMINANTS MAY NOT BE PRESENT,AND REPEAT THE COMPLETE APPROVAL BY THE COMMI5510NER OF HEALTH 2. 1.0 INCH - PRE55URE LINES FOR JET PUMP SYSTEMS;AND PERM155151 E ON THE DAY OF 5AMPLING. DEPARTMENTAL APPROVAL TD CONSTRUCT WILL BE INDICATED ON COPIES OF THE PRELIMINARY WATER ANALYSIS. IN ACCORDANCE WITH SUFFOLK COUNTY SANITARY CODE ARTICLE 4, 3. I.0 INCH -DROP PIPES FOR SUBMERSIBLE PUMPS. SURVEY,WHICH MAY THEN BE SUBMITTED AS PART OF THE APPLICATION FOR A BUILDING PERMIT TO ANALY515 OF THE CHARACTERISTICS LISTED IN TABLE 5 15 REQUIRED,AND THE LABORATORY MUST 5EGTION5 406 AND 401,THE FOREGOING ARE REGULATIONS FOR PRIVATE THE LOCAL MUNICIPAL BUILDING DEPARTMENT. GLEARLY NOTE TH05E PARAMETERS FOUND TO EXCEED NEW YORK STATE DRINKING WATER MGUS OR WATER 5Y5TEM5 APPROVED BY THE SUFFOLK GOUNTY GOMMI5510NER OF GUIDELINES. THE DEPARTMENT MAY REQUIRE THE ANALYSIS OF ADDITIONAL PARAMETERS AT ITS HEALTH 5ERVIGE5.THESE REVISED REGULATIONS ARE EFFECTIVE JULY I, Igg2. 4 015GRETION. FOR EXAMPLE,ANALY515 FOR GERTAIN PE5TIGIOE5,5UGH A5 ALDIGARB OR DAGTHAL, REVISED 3/31/03 MAY BE SPECIFIED of 4 wc+ww�afz -:ww�.w�,aarwre�,s•_.�rrnw rac,x-.�rara�wcwn�a�s OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS - JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-039110 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRA1'fINGS. USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH 2,) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OT14ER TEMPORARY LOADS PER SECTION 1607.11.2 FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE a.j ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS=20 PSF (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED STRUCTURAL MEMBER = 18 PSF THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN c.) FOOTINGS = 12 PSF (DESIGNED FCR ROOF SNOW LOAD AND OTHER NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 D!REC110N OF THE LICENSED / REGISTERED ENGINEER . OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH USE 5.) ,�•THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR Ln BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO.2 OR BETTER. • O U � ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED Q'- N AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT _ STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. w fM W SIDING E. ROOFING PANELS (FLUOROFLEX 1000 T-) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON - 'y O CL EXTERIOR. ,,;r TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, .� (' Z CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. J Lu LjLj i I 1 W GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES7 H Z OF THE BUILDING. ��` 01� 2x4F1F1 02/12 W CL ZL_ O o CL U M _- W U w Gn J U W W Z Zo U � X O BUILDING DESIGN CRiTERIA o BUILDING CODE 2010 NYBC a USE GROUP U 0 CONSTRUCTION TYPE VB LL 1 BUILDING AREA l;28 SQ FT Q � W MAXIMUM DESIGN ELEVATION I 1000 FT ^^ CL MEANROOF HEIGHT 17.7 FT l� g BUILDING CATEGORY r I EARTHQUAKE DESIGN DATA TABLE MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3 -� ROOF SNOW LOAD" 11 PSF 0.2 SEC SPECTRAL RESPONSE 0.1608 GROUND SNOW LOAD 20 PSF Z ACCELERATION (Ss) WIND SPEED (Vas) , 120 MPH 1.0 SEC SPECTRAL RESPONSE 0.068 ACCELERATION (Si) WIND IMPORTANCE FACTOR 0.77 EXPOSURE CATEGORY I B SEISMIC DESIGN CATEGORY B INTERNAL-PRESSURE COEFFICIENT ±0.18 BUILDING CATEGORY (TABLE 1604.5) I BUILDING DESIGN CONDITION ENCLOSED SITE CLASS D WIND LOAD DESIGN ASCE 7 METHOD 2 #B23 LIGHT FRAMED WALLS ZONE IE 15.3 PSF BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR ZONE 2E -b.3 PSF RESISTANCE OR STEEL SHEETS ZONE 3E -12.9 PSF RESPONSE MODIFICATION FACTOR (R) 7 ZONE 4E -12.1 PSF ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE MAIN WINDFORCE RESISTING ZONE 51:- 13.4 PSF _ SEISMIC DESIGN BASE SHEAR 800 LBS SYSTEM ZONE 6E -10.3 PSF (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE MWFRS ON ELEVATIONS WIND DESIGN BASE SWEAR (TRANSVERSE) 6600 LBS ZONE 1 12.3 PSF PAGE) (MAXIMUM VALUE SHOWN) ZONE 2 I -4.7 PSF WIND DESIGN BASE SHEAR (LONGITUDINAL) 5400 LBS ZONE 3 -10.6 PSF ZONE 4 -9.6 PSF DRAWN BY.• JCD ZONE 5 9.8 PSF DATE.' 6/17/2014 ZONE 6 -7.9 PSF CHECKED BY., MURPHY CURRENT LUMBER SPECIFICATIONS (06-01-2013) ZONE 1 11.5, -18.3 PSF DA TE, 07/10/14 COMPONENT&CLADDING WIND ZONE 2 11.5, -31.8 PSF SIZE DESCRIPTION BENDING VALUE Fb LOADS (ALL ZONE 3 11.5, -47-.0 PSF REVISED DATE. ---- 2x4 NO.2 SPF 1313 PSI FORCES ACT NORMAL TO THE SURFACE) 2x4 NO. 1 SYP 1500 PSI (FOR ZONES SEE ELEVATIONS) ZONE 4 19.9,-21.6 PSF REVISED DA TE: - 2x4 2100f MSR SPF 2100 PSI ZONE 5 19.9, -26.7 PSF REVISED DATE' - 2x6 N0.2 SPF 1133 PSI • REVISED DA TE: -- 2x6 NO. 1 SYP 1350 PSI 2x6 2100f MSR SPF 2100 PSI * ROOF SNOW LOAD CALCULATIONS I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2X6 2400 MSR SYP 2400 PSI THIS BUILDING WAS PREPARED BY ME OR UNDER MY 2x8 NO. 1 SYP 1250 PSI Ps = 0.7 x Ce x I x Pg x Cl x Cs DIRECT SUPERVISION AND THAT I AM A DULY SHEET INDEX 2x8 2400 MSR SYP 2400 PSI Ce = SNOW EXPOSURE FACTOR = 1.0 LICEN /REGISTERED PROFESSIONAL ENGINEER. I = IMPORTANCE FACTOR =0.8 2x10 NO. 1 SYP 1050 PSI &N . SHEET# DESCRIPTION 2x10 2400 MSR SYP 2400 PSI Pg = GROUND SNOW LQt,D=20 PSF �'of x G1 OF G1 SPECIFICATIONS SHEET INDEX Ct = THERMAL FACTOR 1.2 1 OF S7 COLUMN PLAN E� ELEVATIONS 2x12 NO. 1 SYP 1000 PSI Cs = ROOF SLOPE FACT¢R=0.79 _ � .QL SU7A. S 2x12 2250f MSR SYP 2250 PSI Ps 0.7 X 1.0 X C.8 X 20 X`l.2 x 0.79 10.b2 PSF �r�'�' �� ��'z :� Z S2 OF S7 TRUSS PLAN, TRUSS DRAWING, b DETAILS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI RONAL L UTTON, P.E y* .0 S3 OF S7 SECTIONS E. DETAILS 3 1/2"x 15" GLU-LAM 1650 PSI DATE:O! t`5KEG.# S4 OF S7 SECTIONS E. DETAILS 5 1/4"x16 1/2" GLU-LAM 2400 PSI '�� n S5 OF S7 SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI ' t•,� ���•` S6 OF S7 SECTIONS E. DETAILS SCALE.'AS NOTED S7 OF S7 SECTIONS & DETAILS SHEET NO. G1OF G1 OFFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 2'-0" JOB NT28 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE -039110 Cj OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW,SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE o �O b' OWNER. 0 23'-6" N 24'-6" lo 3-2x6 LAMINATED COLUMN ( 3.6'WIDE (ZONE 2) ` ` 3.6'WIDE (ZONE 2&3-)) (ZONE 1) (ZONE 2£�3) (ZONE 3) I � 24"QS (ZONE 2) 4 6 (ZONE 3) 3 6E 2 ` 2 3-2x6 LAMINATED STUB COLUMN 5 1 36"0 o MWFRS 10 COMMON FOOTING DETAIL # 1 �` o— SCALE: I"= 1'-0' ............: .. ......... Reference -- Corner p_ ui �— D 40.8'WIDE (ZONE 4) z 3.6'WIDE (ZONE 5) 3.6'WIDE Q� w (ZONE 5) 0 04 04 Cq O 6'-1 5/8" 1 1'-10 3/8" 12'-0" 12'-0" 6'-0" n. 0 0 o I -I -� ih in .��,<. 4 co p 0 1 1'-10 1/2" 12'-0" 12'-0"04 `� 11'-101/2" F-0"VENTED SIDEWALL OVERHANGS ") 00 0 Li Z r . ;o 00 Q! I I C 1'-0"NON-VENTED ENDWALL OVERHANGS NORTH ELEVATIOE`! u u� ROTATE 90c' S4 - 7 0 3.6'WIDE 3.6'WIDE J Z 35'-9" 18"R — — — — � 18"R 1 (ZONES 2&3) (ZONES 2&3) V) 8"R „ - „ 35 9 �.? 18"R 0 18"R 18 R 18"R 18"R 18"Rco 19 71 �/ =3 31'-2 1/4'� - D uj w S4 i O ui _0�� (y I (� ? , t O CL O '_ ❑ 3.6'WIDE ~ 1 U =� 3.6'WIDE � U Q�� 23'-7 1/2" 4 R 23'-7 1/2' (ZONE 2&3) 6 r (ZONE 2&3) 12 61 W F 30"R 30"R-' 18"R 30"R~18"R 24'R SS I E T#16 GABLE TRIM > E— in S4 ,o B O I I L I J S3 G (ABOVE) :... J f---- 0 S5 +� _l Ce 36' R 30"R 30"R 2'5 I - --- - HI-RIB STEEL SIDING W = O 12'-1 1/2" 12'-1 1/2" m 24" T##21 CORNER TRIM o 30"R 1 18"R 18'R I S I ' T#167 TRANSITION TRIM C14 I M J� HI-RIB STEEL WAINSCOT x 0 0 .o I' COT O T##167 BASE TRIM m N (TYP OF 4) I - :: . z 0 4'-6 3/4' Ice) d 18"R '0 24"R 18"R © 24"R 18"R � 18"R 18"R 18"R � 18"R 'O I -.I } �...-.. � i _ I I C.l� Z 0'-0" — — 18"R v 0'-0" 3.6'WIDE 28.8'WIDE (ZONE 4) L� 3.6'Wi DE 28.8'WIDE(ZONE 4) �F'-- L.LJ N N (ZONE 5) 3.6' NIDE 3.6'WIDE oe (ZONE 5) {ZONE 5) (ZONE 5) nw. 7 7 Q vi ;0 18"R 18"R _ 18"R 18"R 18"R 18"R `C 18'-0" l ! 1 g ❑ a ❑ ❑ ❑ ❑ ROTATE 90° bo i a � 0 z WEST ELEVATION c Y �o PORCH COLUMN 8'-10" 8'-9" 8'-9" 8'-9" 8'-10" � - LOCATION DIMENSIONS EAST ELEVATION ( ) d 0 00 ►^ N M 3.6'WIDE ZONE 2 (ZONE 2&3) (ZONE 1) 3.6'WIDE (ZONE 2 &3) (ZONE 3) T#�8 RIDGECAP� BUILDING COLUMN I I I I (ZONE 2) TO LOCATION DIMENSIONS 1 1'-10 1/2" 2A 10'-0" 12'-0" 1 V-10 1/2" (ZONE 3) 9 04 (N 04 C14O� , ,!/ // // j '/ / � / / ,✓%/'// '/' / s'_o.G. GUTTER F,''`�3 HI RIB STEEL SIDING 77. COLUMN PLAN LEGEND 0 z_ T#6 AND T#}167 ❑ - 3-2x6 LAMINATED COLUMN LOCATION _ _.w .. _ - - 5"O.G. GUTTER - 3-2x6 LAMINATED STUB COLUMN LOCATION COLUMN PLAN T#21 CORNER TRIM - 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK I ' T#167 TRANSITION TRIM FIBERSTEEL WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKSET I - Hl-RIB STEEL WAINSCOT 0 - 3068 WALKDOOR♦ "'` .. DRAWNBY ❑3 - (2) 4072 METAL-CLAD DUTCH DOOR LEFT SWING WITH ALUMINUM :::: -i /- T#167 BASE TRIM � JCD YOKE GUARD �d� DA TE. 6/17/2014 - (2) 4072 METAL-CLAD DUTCH DOOR RIGHT SWING WITH ALUMINUM - -- CHECKED BY* MURPHY YOKE GUARD � ' D - 28310 ANDERSON DOUBLE HUNG WINDOWS W/TEMPERED SAFETY GLASS ---� 1. DA TE.- 07/10/14 © - 28310 ANDERSON DOUBLE HUNG WINDOWS 40.8'WIDE (ZONE 4) f ® - 28310 ANDERSON DOUBLE HUNG WINDOWS W/ PIPE SECTION 3.6'WIDE — L____ 3.6'WIDE' REVISED DATE. ---- 2 12'-0"x 9'-4"DOUBLE SLIDING DIAMOND"M" END DOORS (ZONE 5) (ZONE 5) � WITH GLASS ( ) REVISED DATE.• ---- - 4'-0"x 6'-0" DIAMOND 'M' SINGLE SLIDING LOFT DOOR W/ GLASS n'-6" 11'-6" 12'-0" 11'-10 3/8" 6'-1 5/8" REVISED DA TE.* ---- - (1) 3'-6" X 3'-6" CUPOLA WITH "M" 30" WEATHERVANE FUNCTIONAL REVISED DATE.• ---- W/ 18" 4220 CFM FAN u. - 1/2" HEAVY DUTY THERMAX (ROOF ONLY) o ;o 0 o � Q �F NSW Yp ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS o L g� . 18"R - 18" DIAMETER FOOTING WITH 21"THICK CONCRETE 30"R - 30" DIAMETER FOOTING WITH 21"THICK CONCRETE OQ ��5��� �A ROUGH OPENING SCHEDULE •Z :., o• PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PAD(2500 PSI MINIMUM). 20 BELOW BOTTOM OF s* .0 µi Z PRECAST CONCRETE COLUMN AROUND EXPOSED PRECAST CONCRETE COLUMN AROUND EXPOSED UNIT SYMBOL SOUTH ELEV ATI O N L REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN WIDTH HEIGHT FROM LEGEND -• �r� ' _• � ADDITIONAL MINIMUM I"ABOVE BOTTOM OF PRECAST ADDITIONAL MINIMUM 1 'ABOVE BOTTOM OF PRECAST 1� 38 1/4" 81" CONCRETE COLUMN. PLACE CONCRETE BELOW AND CONCRETE COLUMN. PLACE CONCRETE BELOW AND � VERIFY VERIFY `�"• wt ABOVE BOTTOM OF LOWER COLUMN IN ONE ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. OPERATION. 03 46 3/4" 80" ; 24"R - 24" DIAMETER FOOTING WITH 21"THICK CONCRETE 36"R- 36"DIAMETER FOOTING WITH 21"THICK CONCRETE ® 46 3/4" 80" Y O� , 1 T' PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF 0 VERIFY VERIFY PRECAST CONCRETE COLUMN AROUND EXPOSED PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN ® VERIFY VERIFY ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST © 2' 8' VERIFY VERIFY SCALE: a RWN7,40 .0r-Tm SCALE.AS NOTED CONCRETE COLUMN. PLACE CONCRETE BELOW AND CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE ABOVE BOTTOM OF LOWER COLUMN IN ONE 1' 4' 16' SHEET NO. OPERATION. OPERATION. S 1 OF S 7 OFFICE.• CUTCHOGUE, NY JOB NO. 128-039110 TRUSS SPACING 8'-9" O.C. LIVE LOAD 20 PSF 2-3x5 PL. LIVE LOAD 20 PSF 12 DEAD LOAD 6 PSF 1'_10 1/4" 12 5 1/8" 2-1/21 x5 PL. CEILING LOAD 2 PSF 2-1/21 DEAD LOAD 6 PSF VgTOP CHORO WEB 1'-10 5/8" TOTAL LOAD 28 PSF � y gxb V-7 1/16" CEILING LOAD 2 PSF " TOTAL LOAD 28 PSF 2x6 LOWER CHORD 3x5 PL. 2x6x8 x LUMBER SPECIFICATION (2005 NDS for Wood Construction): 2-5x10 Lower Chord - No. 1 - KD19 or MSR 2400f-2.0E Southern Pine PL. LUMBER SPECIFICATION (2005 NDS for Wood Construction): 6'-10 1/2" Top Chord --MSR 2400f-2.0E Southern Pine 6-10 1/2" Lower Chord - No. 1 - KD19 or MSR 2400f-2.0E Southern Pine Web Members--No. 1- KD 19 Southern Pine Top Chord -MSR 2400f-2.0E Southern Pine Web Members-- No. 1- KD 19 Southern Pine 6' PORCH FRAME TRUSS PLATE SPECIFICATION ([CC Evaluation report No.3080): SCALE: 1/2"= 1'-0" ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, 6' P O C H END FRAME TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): o galvanized steel Morton truss plates identified by a hexagon " ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, SCALE: 1/2 = 1'-0" galvanized steel Morton truss plates identified by a hexagon stamped every 1 1/4"along the center of the plate. stamped every 1 114"along the center of the plate. Q. C� TRUSS/BRACING PLAN LEGENDo. - 36' PLATED RAFTER Q 12'-0" O.C. w W z - 36' END RAFTER � Ina s - 6' PORCH FRAME 4 - 6' PORCH END FRAME 8x8 PL. Z 1 SIDE rl", Z ONLY 6x10 PL. O 04. M 6x 0 PL. G Q �J , .•'••. y 7 BUILDING RAFTER o 11'-10 1/2" r 12'-0" N 12'-0" CV) 11'-10 1/2" 1 -11 1/2" L �--1 • LOCATION DIMENSIONS �'t1. :4=' 13x • I I 21'-1 1/4" 1 1 1 13x8 P'. �•'•••.' TRUSS SPACING 12'-0" O.C. 13x J 4'-10" 18 G 1 A, 13:8 {'L. LIVE LOAD 18 PSF 8 GA t) DEAD LOAD 4 PSF "•�.•'°+' :�+ W 6'-6" �2 •• ;• ;• APCEILING LOAD - PSF - S2 I ( TOTAL LOAD 22 PSF 6x 0 PL. k, Lu I ? , • � Z �t/ la8e•' 6x10 PL. O W 10'-1 1/4" 12 0 < ••. •• 6 O I � • 6x10PU ' ■ ■ ( 11'-8" .;•..•. � U B •••�" 6x10 PL. W i S2 I I LUMBER SPECIFICATION (2005 NDS for Wood Construction): 13*-9" > �— Lam #I1 --- No. 1 K.D.- 19 Southern Pine ••.•:• 13x6 Lam #2--- No. 1 K.D. - 19 Southern Pine 1 A L1 1 15'$ 1/2" Uj Z ' '• .J f- 0 151/2 = O f TRUSS PLATE SPECIFICATION (ICC Evaluation report No. 3080): 0 ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, 17-8 1/27 4 coU I ■ ■ ■ �' I galvanized steel Morton truss plates identified by a �. o_ O 0 hexagon stamped every 1 1/4"along the center of the plate. x do Z °• Z LU oe 2x8/2x10 PLATED RAFTER (86 WIDE BUILDINGS j�:) tL3- O 3 O O 4 SCALE: 1!7'= 1'-0" 1 ! 1 g --J I Z PORCH FRAME I I I LOCATION DIMENSIONS 8'-1 1" 8'-9" 8'-9" 8'-9" 8'-11" Ir i O 00 N O t\ �0 M co N 211 1 5/8" 3 2x6 END BAY PURLIN NOTCH DETAIL 36'-2x12 (NO. 1 SYP) (1) 0.135"x 1 1/2" R.S. NAIL IN EACH RAFTER TOP TAB OF CLIPS (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN 2x4 BLOCK TOE NAIL OVERHANG FRAME �� � 2x6 END BAY OVERHANG PURLIN GRA INN BY: JCD r. I • • I 36'-2x12 (NO. 1 SYP) • DATE. 6/17/2014 TO 2x4 BLOCK WITH I ' I RAFTERCHECKED BY. MURPHY II • I I (1) 16d R.S. NAIL EACH SIDE I • • •' HEADLOK .19"x6.0" FLATHEAD LAG SCREW • • I ' %%% (ICC-ES REPORT ESR-1018) DATE. 07/10/14REVISED DATE. -- 9-20d R.S. NAILS % % � 2x6 PURLIN PER CONNECTION OVERHANG FRAME (7) 20d R.S. NAILS REVISED DATE.• — R��ER • -- 3-2x6 FULL HEIGHT COLUMN NAILED TO RAFTER F REVISED DATE. END RAFTER AS SHOWN FASTEN TO 2x4 OVERHANG L-NAILER R0� REVISED DA TE.- -- HEADER AND FRAMING MEMBER WITH (2) C�0 16d R.S. NAILS INTO EACH END COLUMN i�P MEMBER 2x6 FASCIA 3yc••�` S(�ro•�` • 3-2x6 CORNER COLUMN (1) 0.135"x 1 1/2"R.S. NAIL IN EACH F*• 0 Z. SIDE TAB OF CLIPS NOTE: �< •d 1'-0" END OVERHANG SHOWN . DETAIL B • ' } SCALE: 1 1/2"= V-0" DETAIL A 2x6 PURLIN CLIP DETAIL P 2x6 END OVERHANG DETAIL o-7 , , r4 SCALE: 1 1/2"= 1 -0 S_ / ( ED WITH 6 HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" V-0" 2' 8' SCALE: � I ,, ��,TT-100-.y",M" SCALE.AS NOTED V 4 16 SHEET NO. S20F S7 OFFICE-' SADDLE CUT LINE (D T#8 RIDGECAP DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. (BEVEL CUT 4 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-039110 12 6-5 1/8" CONDITIONS MAY REQUIRE MODIFICATIONS. b �k 2.) CONCRETE FLOOR NOTES: 1 -1 3 a. 3500 PSI, 5 1/2 BAG MIX CONCRETE FLUOROFLEX 1000 HI-RIB STEELS b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM 1/2'5(5 1/2"M. BOLT DISTANCE OF 10' PLUS OVERHANG WIDTH BEARING B LOCK DETAIL j f (4) 20d R.S. NAILS c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. IF DECK INSTALLED 2x6 BEARING BLOCK UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING (SEE DETAIL) MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL INTERMEDIATE SADDLE DETAIL BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT • 6'-11 1/4" d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS - 2x10/2x8 PLATED RAFTER(2)@ (NO. 1 SYP) 17'-4" 19'-4 1/4" TO GRADE TO GRADE CENTER DECK LOADING: ! 2x6 PURLINS (NO.2 SPF) 24"O.C. sQ LIVE LOAD 80 PSF NOTE: DEAD LOAD 10 PSF 1/7'HEAVY DUTY THERMAX 12 SIDEWALL DECK LIVE LOAD TOTAL LOAD 90 PSF 6� INCREASES LINEARLY FROM 20 PSF 12 (2) R.S.1 NAILS BOLTS & p TO 80 PSF AT INTERIOR COLUMN 6 (4) 200dd RNU 2x6 BEV. PURLIN Q_ 2x10 NAILER FASTENED W/(6) 20d R.S. NAILS 6" MESH T#6 &T#167 TRIMS • 2x4 BLOCK (RIPPED) T#178 92 2x6 BEV. FASCIA — a 2x6 (2100 MSR SPF) ADDITIONAL PURLIN 2-2x10 HEADERS (2400 MSR SYP) w 7/16 OSB SHEATHING • (2) USP MPA1@QSEE SS FOR . 5"O.G. GUTTER m & 15# ROOFING FELT - FRAMING CLIPS (11) 20d R.S. NAILS PER JOINT GUARDRAILie O D 6' PORCH FRAME (2) 2x10 HEADER (2400 MSR SYP) USP JH2O JOIST HANGER DETAIL T#144/7#146 z FASTEN W/ (1 1) 20d R.S. NAILS FASTENED W/ (20) 0.148"x 3" 2-2x12 HEADERS (2250 MSR SYP) SOFFIT 0(9c -100000 2x6 PURLINS @ 22"O.C. (2100 MSR SPF) USP JH2O JOIST HANGER (10d) COMMON NAILS (10) 20d R.S. NAILS PER JOINT SOFFIT/HI-RIB CAP ! t'� @(g USPJDS26S PURLIN HANGER 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) T&G PLYWOOD DECKING 2x4 L-NAILER `,J a 3/4" 1/2"x5 1/2" M. BOLT z • RAFTER IN COLUMN & (6) 20d R.S. NAILS 12 SADDLE 7 T#1782. 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) ; LAMINATED COLUMN L 5 2x6 BEV. FASCIA T#144/146 TRIMS 7/16 OSB 11_(]I' 9" (R-30) BATT INSULATION t iii 5"O.G. GUTTER 2x6 BLOCK 7 • 2x4 DOUBLE 5/8"GYPSUM WALLBOARD _..I 1 1 1 TOP PLATE 2x4 DOUBLE TOP PLATE 2x6xl4.5"HEADER SUPPORT (3) 2x6 LAMINATED COLUMN W/ADDITIONAL 2x6 J SOFFIT BLOCK W/(18) 20d R.S. NAILS TREATED LAMINATE FOR HEADER SUPPORT TO 1'-0" _ Z 2x4 SOFFIT SUPPORTS 1/2"PLYWOOD BELOW GRADE ®USP JH2O JOIST HANGER (3) 2x6 LAMINATED COLUMN (3) 2x6 LAMINATED COLUMN uj W/ADDITIONAL 2x6 TREATED SOFFIT/HI-RIB CAP (R-19) 6" PZ LAMINATE FOR HEADER © FLUOROFLEX 1000 HI-RIB STEEL � KRAFT FACED SUPPORT TO V-0" 2x10 HEADER (2400 MSR SYP) BATT INSULATION 1/2"PLYWOOD BELOW GRADE W Z Fin FASTENED W/(10) 20d R.S. 3-2x6 LAMINATED COLUMN 12'-0" Q- NAILS 6" (R-19) KRAFT FACED GRADE TO HEEL O ui T#39 COLUMN (2) ROWS 2x4 (2100 MSR SPF) VERTICAL 1x6 BATT INSULATION ®(3) ROWS 2x4 (2100 MSR SPF) L-NAILERS (� < L-NAILERS T&G PINE COVER O 9'_411 _ M. U g_4 3-2x6 LAMINATED COLUMN 2x4 STUDS 8'-1" VERTICAL 1x6 T&G PINE 2x8 UNTREATED T&G W0 @ 24"O.C. SPLASHBOARD ©2X6 NOTCHED (2100 MSR SPF) L-NAILER , F� 2x4 STUDS @ 24"O.C. T#167 TRANSITION TRIM 3-2x6 LAMINATED COLUMN l< w ( 1 1 Z W/ 2x6 TREATED LAMINATE 2x4 BOTTOM PLATE FLUOROFLEX 1000 HI-RIB STEEL VNAINSCOT J F— O 20 1/4"x 2 1/2" 2x4 BOTTOM ( ) FOR HEADER SUPPORT TO PLATE (2) 2x8 TREATED BASEBOARD QQ 1/2"TREATED PLYWOOD PROTECTIVE LINER J =ui O POWER LAG (1) ROW TREATED 2x8 WASHER HEAD 1'-0" BELOW GRADE W/ 7/16"O.S.B. SHIM T&G SPLASHBOARD r (20) 1/4"x 2 1/2"POWER LAG WASHER HEAD YELLOW ZINC YELLOW ZINC SCREWS 0 SCREWS 6 CONCRETE FLOOR T#167 BASE TRIM ... • ♦. i�- h ti 'Y 's. •-�.._--+ice-- l •'r 6'-1 1/2" 4" MIN. COMPACTED GRANULA. R BA E I (i) 40W 2x8 TREATED SPLASHBOARD W/2x4 TREATED v STIFFENER FASTEN TO 300M BRACKET W/(6) #14A x 1 c/5 O 2x8 TREATED &2x4 TREATED 1/2" MILLED SCREWS ( 1 1 z BASEBOARD W/ 7/16"O.S.B.SHIM 300M BRACKET FASTENED TO MFS W/(2) 21"THICK CONCRETE PAD 2500 PSI MINIMUM). 4'-0" 4'-0" 2x4 RIPPED TREATED BLOCK 4'-0" ( ) 4'-0" HUS-P 6x40/5 SCREW ANCHORS © w 20" BELOW BOTTOM OF PRECAST CONCRETE 4-0 — MFS PRE-CAST CONCRETE COLUMN ^ a •%• •; U .. COLUMN AROUND EXPOSED REBAR CAGE AND •• ; ' • 3/4'X14"THREADED ROD WITH AN ADDITIONAL •4MINIMUM 1"ABOVE BOTTOM OF PRECASTA. `' �,��• �-�-� •- •. .' .• �• . �• CONCRETE COLUMN. PLACE CONCRETE BELOW 4 •! AND ABOVE BOTTOM OF LOWER COLUMN IN ONE • " ; ' I.•� _J 21 THICK CONCRETE PAD(2500 OPERATION. 21"THICK CONCRETE P PSI MINIMUM). 20"BELOW BOTTOM z BELOW BOTTOM OF PRECAST AD OF PRECAST CONCRETE COLUMN 36' 181, (2500 PSI MINIMUM). 20" 18 30 AROUND EXPOSED REBAR CAGE 30" CONCRETE COLUMN AROUND AND 3/4"x14"THREADED ROD WITH EXPOSED REBAR CAGE AND AN ADDITIONAL MINIMUM 1"ABOVE 3/4"x14"THREADED ROD BOTTOM OF PRECAST CONCRETE WITH AN ADDITIONAL MINIMUM 1" COLUMN. PLACE CONCRETE BELOW CROSS SECTION A ABOVE BOTTOM OF PRECAST AND ABOVE BOTTOM OF LOWER CONCRETE COLUMN. PLACE COLUMN IN ONE OPERATION. SCALE: 1/2"= V-0' CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 6'-1 1/2" 12'-1 1/2" 11'-6" 12'-1 1/2" 2x6 UPRIGHT 3x4 TRACK. BLOCK 51 M TRACK 2x8 TRACK GIRT STALL/LOFT TROLLEY HANGERS 1 1/2X2 BLOCK @ T#74 T#71 TRACK COVER 5'-10"PANEL (PANEL WILL LAP i HEADER APPROX.3/4") DRAWN BY. JCD APPROX. 5/16" _�— DA TE. 6/17/2014 2x6 BLOCK W/T#33 5x6 PRECAST CONCRETE LOWER COLUMN 5'-6" CHECKED BY* MURPHY 5-8 1/4" 5-7 1/2" TOP OF 2x4 SHOULD BE COLUMN INSTALLATION FLUSH W/TOP OF 2x6 DATE. 07/10/14 3/4"ADJUSTMENT ROD ( REVISED DATE ---- W/BASE PLATE 1. INSTALL PRECAST CONCRETE i REVISED DATE.• — ' ''' ' COLUMN W/ADJUSTMENT ROD & 8x8 NAIL PLATE UNDISTURBED SOIL • �'-'" .••'�' �' BE SURE NO GAPS OCCUR BETWEEN RAFTER •:., BASE PLATE IN THE AUGERED /- 3/4"DECK REVISED DATE.• — 12 REVISED D HOLE. 4 •.', 2. PLUMB PRECAST 6 CONCRETE ,.� { O ''_' COLUMN IN BOTH DIRECTIONS 2x6 BLOCK t- 10 �c 2x10 RIM JOIST h . t~ O T#71 TRACK COVER A* �,... 3-2xG UPRIGHTS if O •. ADJUST HEIGHT UP OR DOWN RAFTER -- 51 M TRACK 3 z "'` ' ' WITH ADJUSTMENT HEX ROD „ 9'-4' 2x10 (2400 MSR SYP} 3x4 TRACK BOARD 4. POUR READI-MIX CONCRETE INTO (5)1 1/2 X0.135'Q� R.S. TO GRADE TRACK GIRT . NAILS PER SIDE (10) TOTAL 3-2x6 FULL HEIGHT 1 1/2x2 BLOCK &T#74 '} THE HOLE AS SPECIFIED. LAMINATED COLUMN! (BEYOND) T#23 JAMB TRIM �� 5. BACKFILL AND COMPACT THE 6/12 PEAK CONNECTION D ETA I L APPROX. 5116" LOWER COLUMN ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL 2x10 TRACK GIRT TO BE or7 • 14 j4- ISOMETRIC AUGERED FROM THE SITE. SPLICED @ JAMB COLUMN LOCATIONS ONLY SCALE.•AS NOTED SLIDING LOFT DOOR SECTION B SHEETNO. SCALE: I"= V-0' S3 Of S- OFFICE.' FLUOROFLEXT"" 1000 Hi-R !B STEEL r— CUTCHOGUE, NY 6"HEADLOK SCREW 1/2"HEAVY DUTY THERMAX JOB NO. GABLE PURLIN FLASHING T##16 GABLE TRIM 2x6 PURLINS @ 24"O.C.(0) 128-039110 (NO.2 SPF) T#8 RIDGECAP 2x6 FASCIA 6'-5 1/8" T#194 TRIM SOFFIT HI-RIB/SOFFIT CAP TRIM ©2x12 RAFTER (NO. 1 SYP) i FLUOROFLEXT'" 1000 HI-RIB STEEL --� • 6'-11 1/4" 3-2x6 FULL HEIGHT LAMINATED COLUMN 19'-4 1/4" 17'-4" TO GRADE TO GRADE V N 12 6 Q. co W< OG Z • Z SEE S5 FOR _ GUARDRAIL DETAIL 2-2x12 HEADERS (2250 MSR SYP) 7 (10) 20d R.S. NAILS PER JOINT Z 3/4"T&G PLYWOOD DECKING G ( i i 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) (20) 1/4!'x 2 1/2" POWER LAG WASHER HEAD J LiLi YELLOW ZINC SCREWS —) 2x6xl4.5"HEADER SUPPORT e (n BLOCK FASTENED W/ (18) W_ 20d R.S. NAILS H 2x6 L-TRACK GIRT STALL FRONT PIPE SECTIONLij 2x6 TOP PLATE W/ 8 r R4 ANGLE 2x6x10'TREATED COLUMN SUPPORTS a• Ld ADDITIONAL 2x4 NAILER EACH SIDE OF COLUMN EXTEND f� FROM LOFT LOCATION TO 10" �— FiN1SH GRADE FLUOROFLEX 1000 HI-RIB STEEL BELOW GRADE I 3-2x6 LAMINATED COLUMN O — 300M BRACKET FASTENED TO MFS W/(2) n' � (3) 2x6 LAMINATED COLUMN HUS-P 6x f0/5 SCREW ANCHORS 2x4 (NO. 2.SPF) NAILER 4 0• (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO W U �� (7) ROWS UNTREATED 2x8 T&G SPLASHBOARD 300M BRACKET W/(6) #I 4A x 1 1/2"MILLED SCREWS > MFS PRE-CAST CONCRETE COLUMN (2) 2x6 STUDS (SPACED EQUALLY) 9'-4" Y 2x6 (N0.2 SPF) NOTCHED NAILER • ;. ,'i �',� ` • 21"THICK CONCRETE PAD(2500 PSI MINIMUM). W �-�--j Z T#167 TRANSITION TRIM (12) ROWS UNTREATED 2x8 T&G SPLASHBOARD �•: .,'•, 20!'BELOW BOTTOM OF PRECAST CONCRETE COLUMN J I••-- O FLUOROFLEX 1000 Hi-RIB STEEL WAINSCOT 14"x 2 2" POWER LAG WASHER HEAD ' . AROUND EXPOSED REPAR CAGE AND 3/4"x14ANJ T O 1 _ THREADED ROD WITH AADDITIONAL MINIMUM 1" SLI —1.— (20) / / _ 24" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. m U :� YELLOW ZINC SCREWS PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 11171-00 o LOWER COLUMN IN ONE OPERATION. 1/2"TREATED PLYWOOD X T#I 167 BASE TRIM (1) ROW TREATED 2x8 T&G SPLPSHBOARD +' ` 0 2x8 TREATED N&G, SPLASHBOARD ENDWALL SECTION D 2x6 TREATED BASE PLATE 6 CONCRETE FLOOR (2) ROWS TREATED 2x8 T&G SPLASHBOARD SCALE: 1/2 = 1 -0n- • Z .•.1.'••v'' �,c:.A•,e�v/•( .c.a:•S' - ..\ v".. ,x:.x:: Ja it,'r.:rf k:'r oc'S. .r,•,�Y�'•..;: .r��. 'fir•��a•:C'0�•:'•i.;.,' od FINISH GRADE300M BRACKET FASTENED TO MFS W/(2) ` `�- x4 5 SCREW ANCHORS 4"MIN. HUS-P 6 0/ COMPACTED GRANULAR BASE* a (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 300M BRACKET W/(6) #14A x 1 1/2" MILLED SCREWS h MFS PRE-CAST CONCRETE COLUMN 4._0., 4'-0" . . 18'. 30" 30., SIDEWALL SECTION C SCALE: 1/2"= V-0' 12" := MEM�BEF, #2 5/4x6" BLOCK 6" 6" NAIL PATTERN PLAN VIEW (2) 2x12 BEAM MEMBER #1 TO(2) 2x12 BEAM ATTACH R.S. GUN NAILS @n12"O C AT TOEMBER #2ITH P AND • FASTEN HEADER TO COLUMN 2x6 UPRIGHT (2) 2x10 BEAM BOTTOM EACH SIDE OF BEAM. SET NAILS 2" 6 WITH (10) 20d R.S. NAILS DRAWN 8Y: JCD FLUOROFLEXTM 1000 HI-RIB STEEL • FASTEN HEADER TO COLUMN FROM TOP AND BOTTOM OF THE MEMBERS. 2x6xl4.5"BLOCK WITH DATE: 6/17/2014 ATTACH MEMBER #1 TO MEMBER #2 WITH IOd • ' WITH ( ) 20d R.S. NAILS R.S. GUN NAILS @ 12"O.C.AT TOP AND (18) 20d R.S. NAILS . ' � I CHECKED BY: MURPHY BOTTOM EACH SIDE OF BEAM. SET NAILS 2" FROM TOP AND BOTTOM OF THE MEMBERS. 611 2x6xl2"BLOCK WITH DA 07/10/14 1 -0 2x4 RIPPED BLOCK (5) 20d R.S. NAILS . /'( REVISED DATE: — 2x4 RIPPED BLOCK 1'-0" 3-2xb LAMINATED COLUMN REVISED DATE.' — 2x10 TRACK GIRT 1 1/2' REVISED DATE 2x6 TREATED FACEBOARD FOR HEADER SUPPORT. — 3-2x6 LAMINATED COLUMN FASTEN TO COLUMN WITH 20d GUN NAILS REVISED DATE.' -- T#71 TRACK COVER 1 1/2" � @ 6"O.C. IN 1 1/2"IN FROM EAH EDGE. 51 M TRACK ( 9'-4" AZ 3x4 TRACK BLOCK TO GRADE 1 1/2"X2" BLOCK &T#74 3 G 2�0 2x6 TREATED ADDITIONAL LAMINATE FOR HEADER ' T#23 JAMB TRIM SUPPORT. FASTEN TO COLUMN WITH 20d GUN NAILS 2x6 TREATED FACEBOARD FOR HEADER SUPPORT. @ 6`'O.C. IN 1 1/2" IN FROM EACH EDGE. (3) 2x6 FULL HEIGHT JAMB COLUMN (BEYOND) FASTEN TO COLUMN WITH 20d GUN NAILS 2x6 TREATED ADDITIONAL LAMINATE FOR HEADER `t @ 6" O.C. IN 1 1/2" IN FROM EACH EDGE. SUPPORT. FASTEN TO COLUMN WITH 20d GUN NAILS 2x3 JAMB (BEYOND; NAILING FOR (2) 2x l 2 BEAM HEADERS 2x3BOTTOM 2' TREATED) @ 6"O.C. IN 1 1/2"IN FROM EACH EDGE. (BEAM BUTTS TO FACE OF COLUMN) 0-7 SLIDING DOOR HEADER SECTION E NAILING FOR (2) 2xi 2 BEAM HEADERS SCALE: I"= V-0" (BEAM BUTTS TO FACE OF COLUMN) SCALE.AS NOTED SHEET NO. S4 OF S7 OFFICE.• CUTCHOGUE, NY 12" 7'-10 1/2" JOB NO. 128-039110 HANDRAIL (ENDS SHALL 1x8 RISER (TO COVER JOIST HANGER) RETURN TO WALL) 12" 3 1/2"MAX. 12 / 6'-1 3/4" 1 1/2"TO 2" DIAMETER 34"to 38" HANDRAIL o_ (ENDS 2x12 TREADS RETURN TO WALL)SHALL TO U TOP OF CONCRETE T FLOOR O O 34"TO 38" TOP OF 1 x8 RISERS OF TREADS 2x10 RIM JOIST DS FLOOR DECKING (3) 2x12 STRINGERS 3/4"T&G PLYWOOD /4"T&G PLYWOOD cyi " 2x4 KICKER DECKING DECKING 34"to 38" 12w 9'-0" ca 2xl O RIM JOIST 1 7 3/8" f TOP OF CONCRETE 2x8 JOISTS @ 16 O.C. HANDRAIL (ENDS SHALL BE FLOOR TO BOTTOM RETURNED TO WALL)p O Z OF FLOOR JOISTS 2x4 DOUBLE TOP 3-8 1/4' 2x8 JOISTS @ tel; O 16 O.C. Z 3'-8 1/4" PLATE lx8 RISER. (TO COVER 7 3/8" CD z TOP OF CONCRETE 2x4 STUDS @ 16"O.C. JOIST HANGER TOP OF CONCRETE 3'-0 1/4" JOIST HANGER FLOOR TO TOP 3'-0 1/4" 2x12 HEADER FLOOR TO TOP TOCP OF CONCRETE JOIST HANGERHANDRAIL DETAIL a OF LANDING TOP OF CONCRETE 2x4 TREATED BOTTOM OF LANDING FLOOR TO BOTTOM 2x12 TREADS FLOOR TO BOTTOM F PLATE FASTENED TO OF JOIST 1 x8 RISERS z OF JOIST CONCRETE W/ (3) 2x12 STRINGERS Q� 1/4'x2 TAPCONS ♦ . KICKER ;.. • . , .. f •: ,. . . �. :.. .;• ••• ., + .;• :.•.., , • •,.•, ♦/ 'x2.3/4 . . .'y�'••• .•. , .• ..�... .. . , ,• .r•, ..••C + �:. •. .., 4 2x4 TREATEDK 7 • •: •• 7 .h• �1 1 tl a fa �-1 1••f•. 1. .N•n �d •1.• "7 •l^ l — f i •Y �•1. •'l ...t., •I w .f. a �:4 S •moi ar S `f 1 Y� ^,�•♦ ..Vl i .•i\ !�• �y . C . LLJ ,.... ., rl;..:n::q. a ..-_;.:er•:; , •.,. . . ... 4'-5 1/2" " \ N 3'-6 1/2" 4'-4 1/2" _u �-- LOWER STRINGERS Lu Z UPPER STRINGERS a.. w STAIR CRITERIA UPPER STRINGERS CL10 RISERS @ 7 3/8= 6'-1 3/4" U ^ 9 TREADS @ 10 1/2"= 7'-10 1/2" W U [ LOWER STRINGERS \ 6 RISERS @ 7 3/8"= 3'-8 1/4" /_ 5 TREADS @ 10 1/2"=4'-4 1/2" E— L-SHAPED STAIR SECTIONS F 00 SCALE: 1/2"= V-0" W = O 2x4 BLOCK (RIPPED) co 5-:2-2x10 HEADERS (2400 MSR SYP) 2-2x12 HEADERS (2250 MSR SYR) a/ o USP JH2O JOIST HANGER x O 3/4"T&G PLYWOOD DECKING Z m 2x4/2X6 HANDHANDRAIL2x10 JOISTS @ 16"O.C. (NO. 1 SYP) _ 2x10 JOISTS @ 16"O.C. (NO. 1 SYP) LJLJ 7/16"OSB Lu 17 1/2" °- ^ Q N 42" I 1 1 8 2x4 INTERMEDIATE RAIL (3) 2x6 LAMINATED STUB COLUMN TO —� 19 1/2" 2x6 KICK BOARD HEADERS.TOP OF LOC TIONS. FASTENE TO FADE S W/ODER } _J 0.177'x 4 1/2" (30d) R.S. NAILS Z 2x10 JOISTS (NO.1 SYP) @ 2-2x12 HEADER 16"O.C. 9'-4" 2x8 UNTREATED T&G GUARDRAIL SECTION SPLASHBOARD SCALE: 1/2"= 1'-0" (1) ROW TREATED 2x8 TEG SPLASHBOARD 1 L•! RC 1 R 1 F ••• 1 .F � DRAWN BY JCD DATE: 6/17/2014 4'-0" CHECKED BY: MURPHY DATE: 07110114 I REVISED DATE: ---- ii ' 21"THICK CONCRETE PAD(2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN REVISED DATE.• ---- AROUND EXPOSED REBAR CAGE AND 3/d7kl4" REVISED DATE: --- THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 24" ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. k REVISED DATE: ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. r' J�!'s' . 0 �r• ' L SCG • `�' SECTION G : SCALE: 1/2"= l'-0' s Z' u 0-07 . (4 , [4- SCALE.AS NOTED SHEET NO. S5 OF S7 OFFICE.- CUTCHOGUE, NY 2x4 BACKER ATTACH TO 2x6 #8x3 1/2"WOOD SCREWS Cal 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS O JOB NO. BLOCK WITH (8) 16D R.S. NAILS. INTO THE 2x4 ROUGH FRAMING. PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO #8 x 3 1/2"WOOD SCREWS SPACED ♦ 128-039110 USP MPA1 (4 1/2") FRAMING CLIP EACH SIDE WITH 7/16"OSB ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. IS SHOWN ABOVE AVOID DOOR SLOT DOWN.ATTACH EACH TO PORCH FRAME WITH INSTALLATION SCREWS HEAD FLASHING 7/16"OSB PANEL 2x10 NAILER (6) ##9 x 1 1/2"TRU-GRIP SCREWS AND TO 2x6 BLOCK >�- 2x10 NAILER WITH (6) ##9 x 1 1/2"TRU-GRIP SCREWS 2x6 BLOCK CUT TO FIT TIGHT I BETWEEN NAILER AND HEADER TOE li NAIL WITH (4) 16D R.S. NAILS. FASTEN 2x6 BLOCK TO 2x4 BACKER WITH (8) 16D R.S. NAILS,STAGGERED. DOORJAMB 2x4 BLOCK.ATTACH TO 2x6 BLOCK ( 2"x4" ROUGH FRAMING WITH (8) 16D R.S. NAILS. ATTACH END PORCH FRAME TO 2x4 BLOCK WITH (8) 16D R.S. NAILS WALK DOOR JAMB DETAIL END PORCH FRAME HANGS 1/2"OVER 2x6 BLOCK BETWEEN 2x10 NAILER AND EDGE OF PORCH CORNER COLUMN 2x10 HEADER. TOENAIL BLOCK WITH (4) 16D R.S. NAILS ir) — e ° USP JH2O JOIST HANGER. ATTACH TO PORCH 7/16 OSB SHIM FRAME WITH (6) l Od 2 7/8"x .148" DIA. DOOR PANEL AND WINDOW PROTECTION GALVANIZED POLE NAILS AND TO 2x10 END PORCH FRAME DETAILS ARE FOR INSTALLATION OSB WITH 1-3/4" R.S. COIL NAILS HEADER WITH (2) ##9 x 1 1/2"TRU-GRIP SCREWS INSTRUCTIONS ONLY,AND ARE NOT HEAD FLASHING tn 12" O.C. TOP AND BOTTOM & (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT PROVIDED OR INSTALLED BY MORTON 7/16"OSS PANEL♦ U o GUN NAILS. BUILDINGS' INC. OR MORTON BUILDINGS' DOOR SUB SUBCONTRACTORS AND ARE THE OWNERS a_ N RESPONSIBILITY. 2x10 HEADER OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR b �" w PORCH FRAME ATTACHED BETWEEN COLUMNS FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM j oZ � W USP JDS26S PURLIN HANGER EACH WALK DOOR SECTION (D ° SIDE OF TRUSS * WINDBOURNE DEBRIS PROTECTION - WALK DOOR a 2x4 BACKER ATTACH TO 2x6 BLOCK W/ (8) 16d R.S. NAILS 2x6 BLOCK. ATTACH TO 2x4 BACKER PURLINS `A, 2x NOTCHED END OVERHANG PU S J ! ! ! WITH 8 16D R.S. NAILS, STAGGERED. 6 J Z ( ) •i FASTENED TO END FRAME WITH HEADLOK #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS © V)SCREW 2x6 PURLIN INTO THE 2'x4"ROUGH FRAM!NG. PRE-DRILL HOLES 10"O.C. IN WINDOW JAMB FLASHINGS TO W ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. O.S.B. SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW♦ , 2x6 BEVELED FASCIA FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. Lij 2x4 BLOCK. ATTACH TO 2x6 BLOCK i 7/16"OSB SHIM TOP CHORD O.S.B.SHEATHING IS V TALLER THAN THE HEIGHT OF THE WINDOW ♦ Z ,JJ WITH (8) 16D R.S. NAILS. i OF PORCH FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. ui FRAME O t ' 00 - O ATTACH END PORCH FRAME TO U T - 2x4ATT BLOCK WITH (8) 1 FR R.S. NAILS ATTi i HEAD FLASHING D HEIGHT ♦ 7/16"OSB PANEL UJ U l * NOTE: OF WINDOW, �— 0 , F FASTEN HANGER TO FRAME W/(2) 0.148"x 1 1/2" NAILS *�TO PURLIN ±1 - - FINNE.-) WINDOW w -i 2x6 BLOCK FROM BOTTOMO ATTACH END PORCH FRAME TO 2x10 HEADER TO TOP OF FIRST COLUMN WITH (5) 20D R.S. NAILS WI(4) 0.148"x 3" NAILS W E— O NAILER PURLIN HANGER DETAIL W ! 1 � SCALE: 1 1/2"= 1'-0" SILL FLASHING m V _0 WIDTH Q X OF WINDOW O O o: FIN WINDOW SECTION Z Lu = - D w a . Q N WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW w 8 WHEN REMOVING DEBRIS PROTECTION FILL HOLES WITH COLOR COATED RUBBER WASHER SCREWS. Z 1 1/2"WOOD SCREWS Q 10"O.C.AROUND PRIMETER OF WINDOW ♦ Q 7/16"OSB PANEL KEEP SCREWS A MIN. OF 4"AWAY FROM THE GLASS TO PREVENT #8 x 3 1/2"WOOD SCREWS @ 10"O.C. THE GLASS FROM CRACKING. FINNED WINDOW 5-8" ♦(2) 5'-8"x2'-9"SHEETS OF O.S.B.SHEATHING 2x6 NAILER FASTENED TO OUTSIDE OF SHEATHING TO SECURE O.S.B.SPLICE. ♦ - --- - - -- �--- -- (FASTEN W/ 1 1/2"SCREWS 10"O.C. EACH SIDE OF SPICE) WINDOW JAMB FLASHING 2'k4"ROUGH FRAMING FIN WINDOW JAMB DETAIL_ . 5-u' :7-9" DRAWN BY.• JCD : DATE.' 6/17/2014 CHECKED BY. MURPHY DATE.* 07/10/14 REVISED DA 7E. --- REVISED DATE. — REVISED DATE. — EVISED DATE.• — or- of NEIJyr . O L.S G . WINDBOURNE DEBRIS PROTECTION - DIAMOND "M" DOOR* :0 � °: (SCALE.-AS NOTED SHEET NO. S60F S7 OFFICE.• CUTCHOGUE, NY JOB NO. CUPOLA CAP ® 128-039110 GATE HOOK LOCATION DIMENSIONS FLUOROFLEX 1000 HI-RIB STEEL (4 HOOKS PER DOOR, 2 PER PANEL) 2x10 TRACK GRIT CUPOLA ROOF 2'-8 1/2" NOTE: GATE HOOK MUST BE FASTENED TO DOOR, NOT TO COLUMN LATCH HANDLE (BEYOND) SCREW EYE (BEYOND) ' 10 1/2" 2'-8 3/4" _ 0 U � � c� 10 1/4" GRADE p� CUPOLA SIDE FRAME® w LATCH HANDLE (BEYOND) SCREW EYE (BEYOND) O Z DUTCH DOOR DETAILS A BASE Z CUPOLA FRAME O ® ° 2x4 CUPOLA BASE BLOCK ®9 a { – 2x6 CUPOLA PURLIN ® ®3 V it r.• I 2x6 Z STANDARD A D PU RLIN U 1 1 1 J W 2x6 PURLIN SUPPORT BLOCK ©0 ©1 � 3-2x6 JAMB COLUMN 3-2x6 JAMB COLUMN Lli RAFTER (BEYOND) ~ illi III{ � Z II II CL z N I I I I O Ld i o �= o II II II II � v II { I { I SCREW EYE { I \W U O 1 I { i CENTERLINE OF CUPOLA / �— N { I I 114"A4-112"MULTI-PLY TRUSS SCREWS _W.J �, F— O 2x4 CUPOLA BASE BLOCK ® w = O 3 I I 9'4" 1 1 op U Lu I I DOOR HEIGHT I : ::•::•:::•::<:: •:;;::;;•: :: :::::: 2x6 STANDARD PURL IN Q X ROOF STRUCTURE FASTENING SCHEDULE 2x6 CUPOLA PURLIN ;: ; ; ; : O w II I ! O 1 T#8 RIDGE CAP TO 2x4 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) w I I I I I I I I I 2x6 PURLIN SUPPORT BLOCK ®®1 °- 2 HI-RIB STEEL TO 2X6 PURLINS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) ? I { ( I 3" 9" 9" 9" 9" 3" 3 2x6 PURLIN CLIPS TO RAFTER (1) 0.135"x l 1/2"RING SHANK NAIL IN EACH TOP TAB OF CLIPS E. (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS I I I { 4 PLATED RAFTER TO SIDEWALL COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (4) 0.177"x 4" (20d) RING SHANK NAILS I I I { H 2x6 PEAK PURLIN 0 a 5 PLATED RAFTER TO INTERIOR COLUMN (1) 1/2"x 5 1/2" M.BOLTS E. (4) 0.177"x 4" (20d) RING SHANK NAILS I I Q Z N WALL FRAMING FASTENING SCHEDULE i i i t – RAFTER PEAK uiCN g 6 2x6 NOTCHED NAILER TO COLUMN (4) 0.177"x4" (20d) RING SHANK NAILS @ ALL LOCATIONS DOOR OPENING Z 7 1/2" PLYWOOD TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-114"ASBESTOS SIDING NAILS 8 2x4 NAILER TO COLUMN (4) 0.177"x4" (20d) RING SHANK NAILS @ ALL LOCATIONS 9 2x4 NAILER TO 2x6 STUDS (2) 0.177"x 4" (20d) RING SHANK NAILS 10 END RAFTER TO END COLUMN (9) 0.177"x 4' (20d) RING SHANK NAILS TYP. DIAMOND "M" SLIDING DOOR 11 2x6 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 12 HI-RIB STEEL TO NAi ERS # 9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWSAT EVERY HI-RIB (1 -0 o.c. ) NOTE: E. :?�:�::•i�•;s:�;�;<:;�`;'•'�:�;':'?s'':� ;::i:> ':;�:::�:t� ;:�� :;� .......................... ............................... .....:... 13 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP 12'x10' DOUBLE SLIDING DIAMOND M .. DOOR SHOWN. x .......................... . ........................... ......... DOOR SIZE MAY VARY, BUT GENERAL PRINCIPLE STILL + 14 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE APPLIES TO EACH DIAMOND"M"DOOR. < 7/16"OSB SHEARWALL - RAFTER 15 OSB TO PERIMETER BLOCKS/ FRAMING 0.113"xl-3/4"RING SHANK COIL NAILS @ 3"o.c. 16 OSB TO INTERMEDIATE FRAMING 0.1 13"xi-3/4" RING SHANK COIL NAILS @ 6"o.c. 17 BLOCKS TO COLUMNS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3"o.c. 3161fx3'6" Cupola - Functional or Non-Functional PORCH FASTENING SCHEDULE (2x6 Purlins) 17 6' PORCH FRAME TO PORCH COLUMN (1) 1/2"x5 1/2"MACHINE BOLT & (6) 0.177"x 4" (20d) RING SHANK NAILS 18 USP JDS26S PURLIN HANGER TO PORCH FRAME (2) 0.148"x 1 1/2" (1Od) NAILS JABOVE TRUSS LOCATION) DRAWNBY.• JCD DATE.' 6/17/2014 19 USP JDS26S PURLIN HANGER TO PURLIN (4) 0.148"x 1 1/2" (1Od) NAILS CHECKED BY.• MURPHY 20 USP JH2O ADJUSTABLE JOIST HANGER TO HEADER (2) #9x1 1/2"TRU-GRIPS SCREWS E. (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS DA TE. 07/10/14 21 USP JH2O ADJUSTABLE JOIST HANGER TO PORCH FRAME (6) 0.148"x 2-7/8" (1 Od) GALVANIZED POLE NAIL REVISED DATE. — 22 USP MPAI FRAMING CLIP TO 2x4 NAILER (6) ##9 x 1 1/2"TRU-GRIP SCREWS REVISED DA TE: — 23 USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9 x 1 1/2"TRU-GRIP SCREWS REVISED DSI TE. — CUPOLA STRUCTURE FASTENING SCHEDULE REVISED DATE. — 25 CUPOLA CAP TO CUPOLA ROOF (4) 1/4"x 1" PLATED MACHINE BOLTS AND LOCK WASHERS , 0"�O�Xlyy 26 CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) ##9 x I"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS * . ' •L SG DSA_ 27 CUPOLA SIDES TO CUPOLA BASE FRAME ##12x1"SCOTS SCREWS (4) PER SIDE (16) TOTAL _� 0• 28 CUPOLA BASE FRAME TO CUPOLA BASE BLOCK #I 4x2 1/2"ZAC SCREWS (6) PER SIDE (12) TOTAL v 29 CUPOLA BASE BLOCK TO CUPOLA PURLIN 1/4"x 4-1/2"MULTI-PLY LAG SCREWS (5) PER SIDE (12) TOTAL 30 PURLIN SUPPORT BLOCK TO STANDARD PURLINS (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS 31 PURLIN SUPPORT BLOCK TO PEAK PURLINS (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS 32 CUPOLA PURLIN TO TRUSS (1) 0.135"x l 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 0.135"x 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS 33 CUPOLA PURLIN TO CUPOLA SUPPORT BLOCK (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS SCALE.AS NOTED SHEET NO. S7 of S7