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Home My WebLink AboutMLEB ELIZABETH A. NEVILLE, MMC � � °� � �, Town Hall,53095 Main Road TOWN CLERK 'S � w P.O.Box 1179 �` Southold,New York 11971 REGISTRAR OF VITAL STATISTICSa Fax(631)765-6145 MARRIAGE FFICER "� Telephone 631 765-1800 RECORDS MANAGEMENT OFFICER ` � � 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: January 15, 2019 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4692 for a Cesspool/Septic Tank Construction Permit submitted by: Lawrence Blessin er for MLEB Family Partnership. 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 ELIZABETH A.NEVILLE Town Hall, 53095 Main Road P.O. Box 1179 TOWN CLERKcoo cz Southold, New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631) 765-6145 MARRIAGE OFFICER 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 CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 or Non-Residential @ $25 Application No. Permit No, Applicant Name ,) ... "-S, Applicant Mailing Address Septic Tank or Cesspool Bi:ieC Description of Proposed Construction or Alteration __ Location of Proposed Construction/Alteration: Owner of Property: . .. ° � .._ Owner Mailing Address:_p w .... ._.. w Owner Property Address: �� ' �i ° ...._ .. Name and phone number of contact person,--,-..--.-,,----).-7 Lot _.. Tax Ma No: SectionAt RVy �� y Map Block Cross Street... NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURE W 1I Hu11I DEPARTMENT APPROVAL Signature of Applicant �� do Date Received by: S-------- Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/15/19 Receipt#: 250986 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct Resid 692 $10.00 Total Paid: $10.00 Notes: Payment Type Amount Paid By Credit Card-Ref# $10.00 Blessinger, Lawrence Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Blessinger, Lawrence 845 Hempstead Tpke PO Box 50 Franklin Square, NY 11010 Clerk ID: JENNIFER Internal ID:4692 SURVEY OF LOT 3 MINOR SUBDIVISION FOR A.C. GARELLE Fi APPROVED BY TOWN OF SOUTHOLD =1( CJ fs PLANNING BOARD ON JUNE 23, 1975 / SITUATE /// MATTITUCK FUK TOWN OF SOUTHOLD ry E-UNER£> e ,__� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-114-07-10.10 SCALE 1"=50' �"`�`� — - 8s• PAGE 1 OF 2 OCTOBER 26, 2018 NOVEMBER 21,2018 REVISE PROP.SEPTIC SYS.LOCATION ti`_ r A">< -_"_T AREA = 46,441 sq. ff. 1.067 GO. 1. ND h {� 1.ELEVATIONS ARE REFERENCED TO N.A.Y.O.1988 OATIAA Ex18TI SE TIC A TANK ARE SHOWN A I:X%X �da 2.YINIMUY SEPTIC TANN CAPACRY FORA 1 TO 4 BEDROOM HOUSE IS tA00 GALLONS. 1TANK;8'LONG,4•-3"WIDE,6'-7-DEEP MINIMUM LEACHING SYSTEM FOA A 1 TO 4 BEDROOM NOOSE IS 30D sq ff SIDEWALL ARMf 1 POOL;12'DEEP,8'dil. PROPOSED FUTURE 30X FXPAN90N POOL PROFNED e'D.X 12'DEEP SANOMY LEACHING POOL PROPOSED 1.000 GALLON SEPIO TANK 3.THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD •1 /fr, 5 4,/ 21.5 } ONERVATIONS ANDIRA DATA OBTAIN®SROM OTHERS. WOE ARE NO SURFACE WATENS OR WE 05 WNHTN 300'OF SUBJECT PROPERTY. 4� •n� §§, �.a ,n�,a nE'�-SY 7�r`�cr ra rroxs. JNI,* '�.. � Ieg yfl� ORIVEWOAREA:6.780 5.380 q.it.%0.1]=1.153 cu.ff. 1 153 cu.ff./422-28—11-1 ft.of 8'di,.leoahl,g Poal n,Il d PROVIDE(4)8'dia.X 7'high STORM DRAIN POOLS 'IlE0 ROOF AREA:1,880 q,ft. 2,862 ut.ft.X 0.17=487 cu.ft. 487 cu.0./42.2=12 vertical H.of 8'dla.leeehln9 Pool r.qut.d PROVIDE(2)a'dic,X 7'high STORM DRAIN POOLS TEST HOLE DATA - G (TEST HOLE DUG BY NATHAN T.CORWIN 7IL t,5.ON OCTOBER 12,2 08) BROWN P E TO MFJXtAH SING SP BPON,I.OPAIY Sura sM PALE BROWN FINE TO NEOBJ4 SAND SP 1411 T,\ z hAo1€ 3T WE11 NECIED GROUND 32 &RR p�nPafAs �fiiE�'S 4S H�1'Af13tl$HED {. TO THIS RaEORreY I AA m-ch,O mDN , u .s�=z roRr ST�€InsIDiaNathanGCorwin III {H SECGON 7209M .OF THE NEW YORK STATE Tlil ASSOC6iN A Surveyor�R�®® p COEI SOOFSU IRhYOR�NNAP KEO NOT OR NG ®® 4aa Y I y EFL SHILL NOT aE CONSIDERED TO HE —TRUE COPY 11 FlOATHE .—TED H`—M SH s PUN 1 '. ] - 5 Sum—or To:Stanley J. aakaen,Jr.LS. 4 ONLY TO THE P W 0M E SUR E St, A hgegno LS g lG' WiEPt .ANO ON HIS BEN4F TO THE 3 C /r bd'aSi0a9- Sit,Pkns Corrsirvction CA t "4 IS CONPNHY,—NM—AGFtKY rHD l , - TTna s�r,wwj'11 P' LENDING W,ODR}ON USEEU HEREON.AND TO THE ASSIcnEEB OF THE IENDWC IN-- = PHONE(631)727-2090 Fax(631)727-1727 TUOON.CERNHGTONS ARE NOT TNVISFERABLE, k -% OFFXIR LOCATED AT MAJUNG ADDRESS THE EXISTENCE OF RIGHT OF WAYS F I RECORD. 1586 Main Rood P.O.Box ib AND/OR EASEMENTS F REC OOS XS-Lc N.50467 dameaport.New York 11947 Jomnport,New York 11947 ANT,NOT SHOWN ARE NOT ORD. TEED. .STORMYfATE MMANAOEME.VT NOTES.' 1 MATERIALS SHALLI BE CONFINSTURBANCEED TO THEAND LIGE OFMIT OF TION PAGE 2 OF 2 CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL ORwooO DETAILS 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, pm UTP.) A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF E%f RA STRENGTH FILTER FASRr.O U.S. SIEVE #20)SHALL BE STAKED AT THE LIMIT OF CLEARING REO'0.WITHOUT WIRE MESH SUPPORT AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. ID'MAX.D.C.SPACING - THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS W(WIRE SUPPORT FENCE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL S'MAK O.C.SPACING w. o D su To DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS w/o WIRE SUPPORT FENCE TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ryxG /oR SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE FLOW n SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT AITAcH FILTER PAeRIc SECURELY d0 s) TO UPSTREAM SIDE OF POST SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN.THE BALES SHALL RE MAINTAINED, REPAIRED AND REPLACED AS OFTEN ASIS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ice :' stir Fexce Deruas AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED t--.y SALES rN0/aR UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. H=.SILT FENCE SHALL BE PLACED PARALLEL To SLOPE CONTOURS TO snr rrraxs MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER 4.STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. M STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARr. REMOVED 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW PLAN VIEW 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED OFF-SITE TRANSPORT. ON THE PROPOSED RESIDENCE. 7.ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS , ROAD €xsn lc " OR IC PAVED,BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. 'M'Pas /aR 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE JB'NIGH POLE(MAK) sLr FENax -rcxsTu'+ aF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS,AND MULCHED WITH STRAW STEEL OR WOOD POST IMMEDIATELY UPON COMPLETION OF THE PROJECT,WITHIN TWO (2) DAYS OF FINAL GRADING. OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, ...FLOW, Fep D WHICHEV€R IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE CRG55 5Hum VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING T£ POtt.4RY COeVST�Ir"CTIQA'£NTR�xC£ PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION (NOT TO SCALE) AND GROWTH ] 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA VEGETATIVE COVER WITH CONTIGUOUS UNYEGETATED AREAS NO LARGER THAN T SQUARE FOOT 1N SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIRr%G'TRENCH SITE ACCESS LOCATIONS WITH THE EXISTING ROADS,TO PREVENT RUNOFF `',x /. W/COMFACTED OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO RACKSItL TYPICAL STORM WATER UNIT THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (TOPS TO BE TRAFFIC BEARING) OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR TRSNCx DSTATL (NOT TO SCALE) FR+ME CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) CAST IRON R1LET t COVER IOI+IiT j83518 TYPE GSW) FlWSN FD GRADE �OR 6'THICK RDNInRD€O[ANG C e'1RGFiC BFANING 54BIm�O. ti I.m .} q=_ — T PIPE FRON ROOFCRUSHED J/I-t-1/2'STONE AROUNTO BE USED WHERE TOPSOIL 15 NECESSARY FOR 1L. AREA CHOSEN FOR STOCKPILING OPERATIONS `--REGRADING✓k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE.EMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MA%IMUM SLOPE OF STOCKPILE SHALL BE 2:1.VEGETATIVE COVER,MULCH,NONVEGETATIVE COVER.AND 3. UPON COMPLETION OF SOIL STOCKPILING.EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURES)SELECTED SHOULD BE FENCING OR STRAW BALES,THEN STABILIZED WITH APPROPRIATE FOR THE TTINE OF YEAR,SITE CONDITIONS. VEGETATION OR COVERED. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS STABILIZE ENTIRE PILE - - cRwxD WITH VEGETATION OR COVER wnrER W w W W W W W W N.Y.S.LIG.No.50467 W W W N W WNathan Taft Corwin III i Land Surveyor Successor To:Stom y J.MCksen,Jr.LS. ose ; ---- Jph A Inpp.LS. STRAW BALES OR SILT FENCE SOIL STOCKPILE TTHe Surveys-Subdlvrsr SID,Plans ConsN""io.Layout (NOT TO SCALE) _ PHONE-(631)727-2090 Fax(631)727-1727 OFFICES LOCATED AT U41LING ADDRESS 1586 Main RoadP.O.Boz 16 J—sport New York 11947 JOTAApert,New York 11947