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HomeMy WebLinkAboutPrisco y � � ELIZABETH A. NEVILLE,MMC ,i,W ��' °i�pw� � Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 4,02 Southold,New York 11971 REGISTRAR OF VITAL STATISTICSl Fax 765-6145 (631) MARRIAGE OFFICER ���� � iil Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER µ www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ' ,, , � OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: April 5, 2019 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4745 for a Cesspool/Septic Tank Construction Permit submitted by: Geoffre M. Prisco Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Signature ..... Dated mF 0>t , :. ELIZABETH A. NEVILLE � Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER41, Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION OPERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10--k or Non-Residential @$25 Application No. Permit No. Owner Name Owner Mailing Address_m 1. Owner Property address_ 146 _ " Owner Telephone No. "� m ? � Tax Map No: Ipdd Section 1 Block Lot Cross Street Please check each that applies: New Construction Alteration to Existing System Residential ✓ Non-Residential NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. (Locate building and system; give north arrow and approximate distance in feet from system to building and closest road. New construction may submit cop rey ID.t: SCI-ID ap + vl.) ® . _. .. -__ Signature oaf A�:�p �c��:r�� Date Received by: SURVEY OF PROPERTY SITUATE ORIENT d�2_oTOWN OF SOUTHOLD �#� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-19-01-12.3 �QFn SCALE 1"-40' w OWEL NG �I (PRNATE WELL OVER 150) APRIL 26 2017 0 [[I A.69 OCTOBER 25, 2017 ADD PROPOSED HOUSE i'S JANUARY 26�CH 2,21SE 018PER A DSSTORMWATERTID�O SOt/24/2018 Q 80'02'40" E Ir eTTT' 4p rl 30'20' 1 AREA = 44,536 sq. ft. n°wN FaucL S � `1, 1.022 ac. 00W' 68 't 0 HGF T CERTIFIED T0: NORTH FORK ONE LLC -if-I, I - STEWART TITLE INSURANCE COMPANY o - OMNI TITLE AGENCY M i 1@"TflEE� x-T� @ tF cc tr Tnr= o f - NOTES.- 1. OTES.1.ELEVATIONS ARE REFERENCES TO N.A.V.D_1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:W I �§ �.(}Q. r•S { EXISTING CONTOUR LINES ARE SHOWN THUS:-----XX----- S cif 1 > y0s F.ft Fl161'F1°OR @ - - u mEE7�) emrox @F aAe . 1 o tom\ , 2.MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. � SSSSS aNEE Wq y 1 1 TANK;8'SIA.,5'EFFECTIVE DEPTH ] 1°• U3 a "As" MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 400 sq H SIDEWALL AREA. j/�� F -q e• Ee .K.� TSo• 7 n ' 4 LEACHING GALLEYS;8.5'LONG X 4.75'WIDE X 4'DEEP J( PROPOSED FUTURE 501 EXPANSION GALLEY PROPOSED 8.5'LONG X 4.75'WIDE X C DEEP LEACHING GALLEY R �• ,� d ._® _ 1P[F�y - s ` PROPOSES I.—GALLON SEPTIC TANK T'1 a r 3.THE OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD / z z. p # R Ee I--keV° cG�rt. - OBSERVATIONS LS NSS AND/OR DATA OBTAINED FROM OTHERS. a, I 1 n a" = -p ` 4.LOT NUMBERS SHOWN THUS LOT ©REFER TO NAP OF MINOR 9,� SUBDIVISION MADE FOR PETER SLEDJESKL ia'TAE[14"t4U , 11 mce 11 PROPOSED LOT COVERAGE Df \1 @ 4g- e. DESCRIPTION AREA x LOT COVERAGE: " �• _ HOUSE, PORCH, DECKS 2,700 sq. ft, 6.1% rn F 1 _ & STEPS aD'-€ / a _ � � "/E}' t � ��• POOL _. - 648 sq. ft. 1.5% �°., , • a� �� ,� �"- TOTAL BUILDING 3,346 sq. ft. / f LOT , _ DRIVEWAY 2,066 sq. ft. 4.6% - 15 Ms'�" ,TOTAL PROPOSED 5,414 sq. ft 12.2% r ,.yAr Gs // ^! C3 STORMNATER WAffAGm_E_NT NaTBN - G" r F � 1.ANYTWORK OR DISTURBANCE,AND STORAGE OF CONSTRUCTION SHALL BE CONFINED TO THE LIMIT OF CLEARING GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. SANITARY PREA 2.PR'RTO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, Y A NFINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF 5,> p ,� I _ .,� U.51 SIEVE#20)SHALL BE STAKED AT THE LIMIT OF CLEARING W / © 4 5 } _ AN GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. O554�, m- " #g T TH SCREEN SHALL BE MAINTAINED,REPAIRED AND REPLACED AS LJ T� = �°rREE.Qyl OR 6t'r2 $, -? J1 j O HAS NECESSARY TO ENSURE PROPER FUNCTION,UNTIL ALL O ( L c C�;�2� V ` ti.v - �'"s - TU. 4 I�NRB€Q AREAS ARE PERMANENTLY'EGEI'ATEO.SEDIMENTS PPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE i+l - � _ # alb4 L� {•1 {' f < Z S BEEN TO AN APPROVED UPLAND LOCATION BEFORE THE #T s, { 5REEN 15 REMOVED. L I 3. RIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ,F <t; L E N CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL s¢2 I` � `_/ / • -{ - { (1E STAKED END TO END AT THE BASE OF THE REQUIRED SILT ZAg\ �y `' y L ter , iii j §G BEEN AT THE BASE OF THE REQUIRED SILT SCREEN.THE BALES HALL BE MAINTAINED,REPAIRED AND REPLACED AS OFTEN AS IS m 5 dECESSARY TO ENSURE PROPER FUNCTION,UNTIL ALL DISTURBED ~ I. `@•TRt ( t"3`xJ L 1 AR€AS ARE PERMANENTLY VEGETATED.THE AVERAGE USEFUL LIFE '„ rt 10F AA BALE 15 3-4 MONTHS.SEDIMENTS TRAPPED BY THE BALES +'� _ FSHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED _ €UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. �, $STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. u3 ` +- '� SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. ly S .LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED ON THE PROPOSED RESIDENCE. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. gU PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED,BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF a, ` s a FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. \\ _ ?9.All AREAS OF CH OID OOT NCE RESULTING FROM THIO PROJECT SHALL RF VEGETATIVE WITH COVER CONTIGUOUS UNVEGETATEO AREAS NO LARGER THAN 1 SQUARE RFOOT IN SIZE. 11,ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS,TO PREVENT RUNOFF OF WATER,SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NOH-LOAM BASE MATERIAL SUCH AS CRUSHED STONE,GRAVEL, OR RECYCLED CGNGRETE BASE,SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. �L#iG PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) gtt57iNG Tlnuez 0, uT§-tu: Nnc�r E =ED - - 'u'I" -FlxISH GRADE k INSECr PROOF axC•TO 'SE 311 c. t. D,r�X 114. Tua C.f-LY . —ROWS FIE P cLe!3L - ---. P9 S cLF.WW 0 a Iits: III ° 0 — 1.NININ.UM.sIEYDI2 EW K HPACTEE F.:.A 5 TO a BEDRDDN xausE 15 I.BOO GALDxs. LEACHING GALLEYS tai 1IANL B Df.5EPFECINE OE'Ya -FOR A 5 1D 000 Pa Ai 28 GTS IFACH. tsii Nc X"eWIDE X F CEID 11 IS 11p E cR SO D ALLLLWUt5 e0TlOEI BTTOP,SINWL OF B..TO SFS' NI P. FFORCE OF 1a I(NESS OF x w9 @ t e (OR EOUNJ EXTRA SigENClH FILMS FANREO 'PO51(IYPJ 4.ALL JOYS SHALL BE IDNED SO ThM M TERRGHT A�C.:AS SHALL 1 ,x£0 REa'D.WNHOUT WIXf MESH SUPPORT STEEL W OD(PO4f1 ii 6.A 10 INNI 0 DNE SI-1 r BEMEEN SEFIIC TANN A40 HOIfiE SWtr_B[MiuHixx[O TOl£.PaNCE OF 1/a� a m.a S..wGF vaOtt AxB 5txictiU'{�sr BE NNNCYRm E.X. Rrcn.oBTANCE BE.—All lFAC1BN.POOLS S" BE MANTANEO. 1�w ''TSE ISfAYCE OEIWEEI:N1!&CHIN.POOLS AND SEPTC TANK SW11 BE ANNfDN. W�OWXRE T B. a mn W/O WORE SUPPORT FENCE --` fi 4l DRIVEWAY AREA 2,.I6 q ft ` 2,066 sq ft X 0.17 352 ft. A FARX aECORGY F ;LJk 352 cu.ft 420-2=83 verticOl ft.of 8'dl..I...hln I d TEST Ht1LE.pp}TA ._ D UPs�.uN SDE OF Posr x"x c• / 9 Poa requ re " - PROVIDE(i)B'die.%9'high STORM GRAIN POOL �� 6ACNFlLL HOUSE ROOF AREA:2,450 aq.(1. (TEST HOLE DUG BY A#c[TUNALO G'FOSClENCE ON APRIL 2,2002) 'Ti S r ecxca Der 2,450 aq.ft.X 0.17=417 cu.ft. S. xmmawF Txaxcx DSTATL 417 cu.ft./42.2=9.9...HOPI ft.OF 8'diU.leaching pool required DARK BROwN SILtt LOW OL 1. FENCE AFT NDT6:.I FENCE SHALL RE PULED PAX—TO. IF wM.0 S TO (NOT TO SCALE) PROVIDE(2)B'dic.X S'high STORM DRAIN POOLS 2 X NO E-1—C.INSPECT..D RWAIR 51 T ER BROWN FLAYFY WPM SAND 20fC CRAKL SC GCH ISTORN EVEMT AND REMOVE Als.tNT WHEN NECESSARY. REMWMA SEDINORT —tERE OSRTED TO AN AREA T,MT WILL NOT AUCW 7. At£BROWN FlNE TO—E SAND SN TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) wlCHESr ExPECI.az QRAIIBG WATr_R (NOT TO SCALE) Gflaux9wATER �; ix.6' , _ HARr 1Dss.a D _BN - �� PAIS BROXN FlNE TO COARSE SAND SW FlNISHfO CRxDf ' Ia R Fl.BFARI imml 17* PIPE FPOM flODF CURERS ruefExx TO BE USED WHERE TOPSOIL IS NECESSARY FOR EA CHOSEN FOR SiOCKPIUNG OPERATIONS B-O REGRADING A VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. i I TEMPORARY STOCKPILE STABILIZA80N MEASURES INCLUDE Y. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. // a-t/2'.LONE VEGETATIVE COYER,MULCH,NONVEGETATIVE COVER,AND 3. UPON COMPLETION OF SOIL STOCKPILING,EACHMOUNOx WI PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT B; STABILIZATION MEASURE(S)SELECTED SHOULD BE FENCING OR STRAW BALES,THEN STABILIZED WITH 3 Q ] ! 4 APPROPRIATE FOR THE TIME OF YEAR.SITE MED€TIONS, VEGETATION OR COVERED. NFNSIN oFlP DOND a THE-NOM _e<a_ 3 AND REQUIRED PERIOD OF USE. 7 O, - __ 111 ,t C xSpalEc iSLOPE OR LESS }min) L {`E� ST tE LAND 7 T IT VELE ENTIRE PILE Y=`'- {•, { �� Ef3 � WITH VEGETATION OR COYER , GROUND WAhR T PIAN VIEW 'A _ N'S L,N. 50467 s TtRUNHORIZED ALTEtUBON OR__NTO YS SURVEY =A °N°` at an t Corwin BI / F 3 RR OF THE nNEW YORK BTATE ' EDUCATION UW tb-Drc AAAA. CROSS SECTION N_w uK�E STRAW BALES GR SILT FENCE MEIIANDFSURYEYORS INNEO SGL DR XC fan Surveyor SOIL STOCAPILE__ T ff7B$B�GD�A°,S3U'+flf,'TION.§'NTFANC (NOT TO SCALE) MBOe%E SE rnuE�NOOT BE CWVDERE0 (NOT TO SCALE) CERTFlGTIONS INDICTED HEREON SFALL RUN ----- CNLLY TO THE PERSON FUN WON THE SONYEf Succeawi To:Stangy J.laekaen.Jr.L.S. s PR ED.AND ON H6 BEHALF TO THE Joseph A ngegne I.S. OM ANY,GOVERNMENTN AGENCY ANO LLRMN nssl MON. or T-D HEREON.ArvD Title SO—ys-Su6X4,.ms- SR.Pla.- Construction Layout tfN01NC INSR- NIICN.CERIIFIGIX)N5 ARE NOT MANSFER+BIE Rureur feza4Tni_nnan __..tr:.t��m .-...�