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HomeMy WebLinkAboutFriedman, Joel SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4057 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : JEFFERY T BUTLER Address 1: 206LINCOLN STREET City St Zip RIVERHEAD NY 11901 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FAMILY DWELLING. APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. REF #R10-11-0044, FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT. Name Of Owner JOEL FRIEDMAN Mailing Address 1 830 CLEARVIEW ROAD City St Zip SOUTHOLD NY 11971 Property Address 1 830 CLEARVIEW ROAD City St Zip SOUTHOLD NY 11971 Tax Map No. section 89.00 block 3 lot 11.005 Cross Street CEDAR POINT DRIVE Building Permit Number Cross Reference: Issue Date: 1/31/12 Elizabeth A. Neville Southold Town Clerk (TOWN SEAL) ELIZABETH A.NEVILLE,MMC ►►►►'_��� �l/y Town Hall,53095 Main Road TOWN CLERK p P.O.Box 1179 N Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS �► O 4 ► Fax(631)765-6145 MARRIAGE OFFICER 'f' i� RECORDS OF MANAGEMENT OFFICER :��1 jig '1►`a'�O'��► Telephone(631)765 1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD E TO: Southold Town Building Department D FROM: Carol Hydell, Southold Town Clerk's Office OC i I DATED: October 28, 2011 BLDGDrPl. TOVd(v Or;OBI HOLD RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4057 for a Cesspool/Septic Tank Construction Permit submitted by: Jeffery Butler for Joel Friedman 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 loc ' n map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Signature ‘4• (/'Y /' Dated 04>ELIZABETH A.NEVILLE 1,'�`1`ty ;, - .. .Town Hall,69095 Main Roar TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICSy,. Southold,New York 11971 MARRIAGE OFFICER Ay Fax(691) 765-6145 RECORDS MANAGEMENT OFFICER �Ol tost' Telephone (691)7654800 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. 4-1°S Permit No. Applicant Name V /' 412,61., AppliAnt Mailing Address A /4 a 'Cy Septic Tank or Cesspool Brief Description of Proposed Construction or Alteration Alive S—A'1 T7 Si/Sian) 64.2..,e6 a Location of Proposed Construction/Alteration: Owner of Property:\106 i A:r7,-,74o iI Owner Mailing Address: Cee'-44-14,E''✓/E-0 vr�fo�- /11,- Y° Owner Property Address: M. eA€4/1 d 47 A Name and phone number of contact person Tax Map No: I ) Section " lock 3 Lot 17% 1/ Cross Street QL-eiL NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL ✓© Signa e of Applicant Date Received by: I USE: H000 &AL.SEPTIC TANKh. f 1c TYPICAL SYSTEM: - 3-V0)4'EFF. PPM L.P. \ d •'S'�p, - - 1000 GALLON SEPTIC TAN( B,5 ,. l A ' GRADE HITHIN 20 h� v 3 - 8' DIA x 4' DEEP LEACHING POOL OF SEPTIC 5 TEM Ex STONE `"iNts ,` 'w. 3'-o" MIN. ABOVE GROUND HATER PROP U/G FI SGT • ‘. PLAY AREA (MINIMUM SYSTEM) X40 . .,,.r SERV TO GARAGE .e \\ o /.5,47�c� ---...4444*, , �, PROP I MR s sio i-111 SERV. TO GARAGE • POOL rb . 1 ; ter Lines) MUST Be Inspected By Thi„ � �, � \ii ACCESSORY20' N/F W COLttnty flt p#. C N+�Iittt SeMces..' � '♦ 15 MIN. _ STRUCTURE MIN. SHELBY 5. BLEIF LD �� Ij Iulr, in Arlie„ kNii‘X , —,--Ti=---r �`�Of , ' c, r-1Li ` \ 0 .TIe�yiy\ a \� \ -,sl,--- I�-- 10' h'I G xIS L.P. I L.P 1 MIN 4 r j \ . • k A, � , t SIT �LA\ of No Y .P. `` / 1 41. --7 (Ee\. � � W , MEI1111111111111111111111111111 1111111111111111111111111111 11111111111111111111111111111 30 15 0 G SCALE30 GO GO 120 I" 30'1 O" S 1%-y / Z50 R-40 ZONING SETBACKS in P N Y' s N S WATER MAIN "' GENERAL NOTES TYPIGAL PLOT LAYOUT I. DRAWINGS ARE NOT TO BE SCALED;DIMENSIONS TO GOVERN. PRO,EGT COORDINATOR SHALL BE NOTIFIED OF ANY DISCREPANCIES. S NO SCALE 2. SPECIAL CARE SHALL BE TAKEN TO ASSURE MINIMUM DISRUPTION OF ALL OCCUPIED f I /� 45� PREMISES,EXTSTING ISHALL ENTS AND THE TES. LINE / SYMBOL LEG END 3. GENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE GENERAL PUBLIC BY ERECTING ALL REQUIRED BARRICADES TO PERMIT SAFE PASSAGE DURING 2 1 t CONSTRUCTION. of IOWW YOM 4. No MATERIAL SUBSTITUTION SHALL BE MADE WITHOUT FIRST INFORMING THE PROPERTY LINE &LO\1C I91,AI V ENGINEER.SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS AND SAMPLES FOR APPROVAL,IN WRITING TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. SETBACK LINE EL. 9.9' �j 5. ALL MATERIALS ARE TO BE NEW AS SPECIFIED PER CONSTRUCTION DOCUMENTS. ANY 0' 800-272-4480 I 8116. GENERAL CONTRACTOR SHALL COORDINATE HIS USED FIXTURES OR USED MATERIALS ARE NOT ACCEPTABLE WORK WITH THE EWORK OF ALLPT AS D STORM PRAIN PIPING SD OTHER CONTRACTORS,AND BUILDING MANAGEMENT. OL TOPSOIL 1.ALL MATERIALS WILL BE INSPECTED AND ALL DEFECTS AND IRREGULARITIES IN www.dignetnycli.com MATERIALS AND COLOR MATCHES OR OTHER SPECIAL SITUATIONS WHICH REQUIRE FENCE x EL. 8.4 -I'-6" or ADDITIONAL CONSIDERATION SHALL BE BROUGHT TO THE ATTENTION OF THE www.cal1811.com PROJECT COORDINATOR FOR APPROVAL PRIOR TO INSTALLATION. (for other states) 6.ALL MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED COMPLETELY. PHOTO KEY CO SC LOAMY I.REMOVE ALL DEBRIS AT END OF EACH WORK DAY IN ORDER TO ASSURE A CLEAN EL. 1.4' By law,excavators and contractors working in the five boroughs of New York AND WELL KEPT ENVIRONMENT. -2'-6" City and Nassau and Suffolk Counties on LongIsland must contact Yo, 10.PLUMBING AND ELECTRICAL CONTRACTORS ARE RESPONSIBLE FOR SIGN-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB. 1-800-272-4480 or 811,at least 48 hours but no more than 10 working days II.ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF OF ONE YEAR UNLESS TEST HOLE PALE BRON GP SW FINESAND I (excluding weekends and legal holidays)prior to beginning any mechanized OTHERWISE NOTED.ALL CONTRACTORS SHALL SUBMIT THIS GUARANTEE IN WRITING digging or excavation work to ensure underground lines are marked.Excavators WITH REQUEST FOR FINAL PAYMENT. ,--\ GRAVEL and contractors can also submit locate requests online,through ITIC.If you do 12.ALL MATERIALS USED SHALL BE OF FIRE RETARDENT QUALITY. LEACHING POOL w/OPEN GRATE ' 0 1 not currently use ITIC,please call 1-800-524-7603 for more information. 13.GAS,ELECTRIC,SEW % ER,POWER,WATER AND OTHER SERVICE CONNECTIONS SHALL BE \,_ DISCONNECTED,REMOVED OR SEALED IN CONFORMITY WITH THE APPLICABLE REGULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL AGENCY HAYING EL. 1.65' • For safety reasons, homeowners are strongly encouraged to call as well when JURISDICTION DURING -8'-3" 6.h planning any type of digging on their property.Homeowners can contact us DEMOLITION PHASE. EXISTING CONTOUR �_ _� WATER IN PAL directly at 1-800-272-4480 or by calling 811,the national call before you dig 14.FOLLOW APPLICABLE STANDARDS IN DOCUMENTS AND PUBLICATIONS OF THE FINE SAND number.For excavation work completed on personal property,it is the FOLLOWING ASSOCIATIONS AND AGENCIES: NATIONAL FIRE PROTECTION contractor's responsibility-NOT the homeowner's-to contact DigNet.Having ASSOCIATION(NEPA),UNDERWRITERS LABORATORIES,INC.NL),NATIONAL EXISTING GRAPE x 6.0 TEST HOLE DAT, utility lines marked prior to digging is free of charge. ELECTRICAL MANUFACTURES ASSOCIATION(NEMA),AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI). BY: RODERICK VAN TUYL P.C. DATE: 9.30.1981 , ill f Qlit • ., AST IRON FRAME AND GRATTJGOVER STORM DRAINAGE` AGE GALL: COVERTTl9 GRADE USED IF INLEr CAMPBELL nee G OR APPROVED EQUAL (PROVIDED FOR PROPOSED 23'x32.5' 3 CAR GARAGE) Z il/ DROP e z' 7_AI I.OGKIN6 CASE IRON COVER TO GRADE — 5 FINAL GRADE I a) VOLUME = AREA x RAINFALL x COEFFICIENT AREA = 148 5.F. �T IC. RAINFALL = 2"/HR. = 0.161' � c,HIM Y (Q( ING SLAB .... . • , RE COEFFICIENT OF ROOF = 1.0 '.. - x20"MIN I. 0 _ APPLICABLE) _ 20"MIN •. ;r • '148 S.F. x 0.161' x I 0 = 124.42 CU.FT. o d IN = ( VOLUME REQUIRED = 124.42 CU.FT. INLET t L, —r—=/ . . USE: d Li_7 N b s •F. - ► (I) 8'4'x3' DEEP LEACHING POOLS MIN 4•m APPROVED - .l VOLUME PROVIDED = 126.12 CU.FT. PIPE PITCHY;/FT. _ } s,. ' 5' MIN. _ ' ` 4 3' MIN. y 41) J --- i CHARD LANE i. 4 .µ� ' , FLOW •Ti • WRAP STRUCTURES BAFFLE ^ WITH FILTER FABRIC z � ELEVATION I GROUND WATER( N b.DIAMETER NON-RATEABLE z 501E X. ' .� T-g• i, --------\\ COLLAR r---- _ u, r MATERIALD 6" MIN. z.// (PENETRATION) / \ •` RATEABLE SOIL INLET (_,_,,,..., 1 (7 UNDERLYING SAND AND GRAVEL STRATA / 9" NOTES: I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 2. COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN. 25 I' LI 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. / 25.0' 6 X 12 -112.9 X W2.I W.W.MM TYPICAL STORM HATER / / V p� VIEH EAGH I NS POO SD DE Al ,{` / 0 P' /�� SEPTIC TANK CONSTRUCTION CRITERIA: / � I.TTHE CUTLET INVE RT SHALL BE SIX INCHES BELOW THE INLET INVERT. TINE INVERT MUST BE A 5M .It COunlfi'r QEPAR'IM�{V �H SERVICES ,pA �� •• BOTTOM,UNLESS THE TANK 15 ovERW1SE DESIGNED IN ACCORDANCE WITH IONYGRR,APPENDIX l5- 4T FOR APPROVAL OF CONSTRUCTION FORA ryi',� � ��O �L�' �QI�� 2.1NERE SHALL BE A MINIMUM OINE FOOT AIR SPACE MEASURED FROM THE OULTET INVERT TO THE `°.ND o' N k5 (9P. 3.THERE SHALL BE ONE 20-INCH DIAMETER COVEERED OPENING LOCATED OVER THE INLET AND/ N/F LAMBDA `� '-i�� !: ,�gSCOVER AT F CUTLET NAL GRADE. NG SHALL BE EQUIPPED WITH A 20-INCH DIAFERRT[32 WATERTIGHT AND ____4.1-faff „-„ 6,m ASSOCIATES, INC. / : :: :"' / 4.WHEN A SEPTIC TANK IS APPROVED TO BE INSTALLED IN A DRIVEWAY OR PARKING AREA,TRA 5.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4P00 LBS PER SQUARE INCH(i H, , (y; ! _(] / - b.WALL THICKNESS SAHLL BE A MINIMUM OF THREE INCHES UNLESS THE DESIGN HAS BEEN GERTIFII • t� ENGINEER AS COFLYIN6 WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL CONSTRUCTION. VED 40%,,c Q-Vi• � t ",, / `8�$ ������V"" CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 LBS PER SQUARE FOOT(PSF). REIT • �"/""`' / \f"\il 0-' A-6I5,A-185 SPECIFICATIONS. )TAE MAXIMUM BEDROOMS 4I / � 7.ALL JOINTS SHALL BE SEALED SOS THAT THE TANK 15 WATERTIGHT AND CERTIFIED A5 TO WATT: THAT ARE CASTIN IN PLAGE MUST BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER AND,A. MONOLITHINGALLY POURED. :S THREE YEARS FROM DAT" OF APPROVAL 0.AN ADDITIONAL 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA 15 R , :' REASONABLY BE EXPECTED AT THE TIME OF CONSTRUCTION A 6A5 DEFLECTION BAFFLE OR OTH r . " .EXIST. y p '' �'B• ANDA DUAL COMPARTMENT TANK OF 1110 TANKS IN SERIES SHALL ALSO BE PROVIDED. 1 9.UNLESS OTHERWISE STATED,TANKS SHALL BE DESIGNED BASED UPON 10 NYGRR,APPENDIX 75-A 10.ALL GONERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFOI EXISTING p,\\, �r�""Av-- . OVER 3'DIA ARE NOT PERMITTED M , �� • v. : T is ' 4LPk' II. ALL CAST IRON COVERS SHALL BE SET AT FIN.GRADE,BE LOCKING,WATERTIGHT,INSECT-PRO< FIRE HYDRANT ��� 10 s TE5 ,\. L s EXIST 6'HIGH N Y \5�— 60 ey : HOLE ;\ \ r. , • I DEER FENCE Q C 1 TI r_ T&kIV _ ala oonanc.=n C.7"Oka_ / ,� PROP STOKE;, 1 x1/1/1 /' A