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Home My WebLink AboutMcCarrick, TomELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR, OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD ti SEP 18 2013 DP -I. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 www.southoldtownny.gov TO: Southold Town Building Department FROM: Carol Hydell, Southold Town Clerk's Office DATED: September 17, 2013 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4158 for a Cesspool/Septic Tank Construction Permit submitted by: Tom Ludlow for Tom McCarrick 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 V DISAPPROVE Comments: Final approval required from the Suffolk Counly Health Department Signature Dated ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR, OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TOWN OF SOUTHOLD BUILDING DEPARTMTHOLD WASTEWATER DISTRICT P.O. Box 1179 Southold, N.Y. 11971 APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Town Hall, 63096 Main Roa, P.O. Box 1179 Southold, New York 11971 Fax (631) 766-6146 Telephone (631) 765-1800 southoldtown. northfork. rnet Residential @ $10 ✓ or Non -Residential @ $25 Application No. t Permit No. Applicant Name 7 f'om Applicant Mailing Address �y Septic Tank_./ or Cesspool Brief Description of Proposed Construction or Alteration_ 1500 carA t-rtc. Location of Proposed Construction/Alteration: - Owner of Property: Te,,M tj 1[ Owner Mailing Address: � te--" LL6 4c - Owner Property Addre Name and phone number of contact person Tax Map No: Section Block 03 Lot -�_ Cross Street NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY ALTH D TMENT APPROVAL Signature of Applicant Date Received by: _f HOUSE & BARN _ TOP BURIED PROPOSED S F.FL. 16.5' 4' DEEP max. NOT TO FINISHED GRADE PRECAST REINFORCED CONCRETE COVER ELEV. 15.5' BURIED V DEEP min. 2' DEEP max. 24'dia. LOCKING, WATERTIGHT & INSECT PROOF CAST IRON COVER TO GRADE MIN. 4 dia. APPROVED PIPE 20"mint MIN. 4" dia. PITCHED 1/4"/1' TOP ELEV. 14.5' 0°min. APPROVED PIPE SYSTEM DETAIL SCALE) FI NISH GRADE ELEV. 15.0 TOP EL. 13.6',,3� 6 ' d INV. EL.' 14.5' INVERT a, INVERT ELEV. 1 ELEV. 13.0, B FLOW 3' CLEAN BAFFLE SAND COLLAR d < SURVEY OF PRICTERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-87-03-29.1 SCALE 1 "=30' 6 �iy MAY 25, 2011 SEPTIC TANK C1) GROUND WATER I BOTTOM 3 N�S$j 28, 2012 ADD PROPOSED HOUSE ELEV. ELEV. 1' ? o 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARNS BATHROOM IS 1,500 GALLONS. - 1 TANK; 8' DIA. 5' LIQUID DEPTH LEACHING POOLS (2) 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE & BARND BATHROOM IS 400 sq Ay, 2 POOLS; 8' DEEP, 8' dia. 3. WALL THICKNESS SHALL BEA MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pst. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Water Line(s) MUST Be inspected By The = AREA = B�a0 S c+..=_n. i._.._._. r-%-- ... - __ 0. 2 ac. TPQT TJnT T,' nATA (TEST HOLE DUG BY McDONALO GEOSCIENCE ON MAY 19, 2011) EL. 16.0' 0' DARK BROWN LOAM OL 0.5' BROWN SILTY SAND SM 3' PALE BROWN FINE SAND SP PALE BROWN SILTY SAND SM - 14.5' WATER IN PALE BROWN SILTY SAND SM - 16' L ` y llmNZflf m WATER IN PALE BROWN FINE SAND SP �oo�f^^".3 F V`��l \ � '��'��'1'� do..•.+-.a\O �U4/Vp S OOL .: rLt_1,ff( o j/1 22' G 15.1 FRAME SHED 1st y b X14.2 0 Q SHE.DE Ul A Cn : m 3HSE c m a O 2 ll1 On I r H �� N� w / E n [rf O X 0. CP £ a GUY 'K\ 4 £ (� O WIRE `45 o 1 I O A N G� ASTIC FENCE .14.7 4, OV 0 9 -GARDENAREA- BREMOVED 1 $8 1 PRO \ m' �0 V_ z � Cc: m R x � im 55 �16 f m � nm s I� X \J fA E ° -v a 40'00,, N a Q E 1 f EDc OF PA.WEAT O' .,y N L p� 10.3 A 0OV -1 uses Ow f ��BL/G W,'eR /N VaNN0.25Nc. M 'h m F ! UB �C G STRf�. 3�. 50 , O iV d -a Z CA Abandon �� X4 _jV o m Corno e exp o �1e e�' W j� }j St1nu' Sc3 itar US fs pUe� W D > y red form WW P, I ` �r rn fiust be pn AT f R as pro nt Submit Uses a�fCCING or O BL/c l_ WATER NOTES: vV. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ` �� BY THE L.I.A.LS. AND APPROVED AND ADOPTED 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUMH USE BY THE NEW YORK STATE LAND EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 �� \G O ,71M AS noN. 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARN BATHROOM IS 1,500 GALLONS. h IV�� 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARN BATHROOM IS 400 sq ft SIDEWALL ,� C:� 2 POOLS; 8' DEEP, 8' dia. PROPOSED 50% FUTURE EXPANSION POOL PROPOSED 8' DIA. X 8' DEEP LEACHING POOL GJNo. 50467 UNAUTHORIZED ALTERATION OR IT�� O PROPOSED 1,500 GALLON SEPTIC TANK TO THIS SURVEY 15 A VIOLATION SECTION 7209 OF THE NEW YORK STATE �•-�,' EDUCATION LAW. 1-. Y Nath ' Orwin III COPIES OF THIS SURVEY MAP NOT BEARING 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE LAND SURVEYOR'S INKED SEAL OR OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND TO BE A VALID TRUE COPY. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegn0 L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction L.ryout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 6 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 4" dio. CROSSOVER m Z PIPE d �< m W_ A A SURVEY OF PRICTERTY SITUATE LAUGHING WATERS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK TAX No. 1000-87-03-29.1 SCALE 1 "=30' 6 �iy MAY 25, 2011 SEPTIC TANK C1) GROUND WATER I BOTTOM 3 N�S$j 28, 2012 ADD PROPOSED HOUSE ELEV. ELEV. 1' ? o 1. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARNS BATHROOM IS 1,500 GALLONS. - 1 TANK; 8' DIA. 5' LIQUID DEPTH LEACHING POOLS (2) 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1. MINIMUM LEACHING SYSTEM FOR 4 BEDROOM HOUSE & BARND BATHROOM IS 400 sq Ay, 2 POOLS; 8' DEEP, 8' dia. 3. WALL THICKNESS SHALL BEA MINIMUM OF 3", ATOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pst. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF 11/4") 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. Water Line(s) MUST Be inspected By The = AREA = B�a0 S c+..=_n. i._.._._. r-%-- ... - __ 0. 2 ac. TPQT TJnT T,' nATA (TEST HOLE DUG BY McDONALO GEOSCIENCE ON MAY 19, 2011) EL. 16.0' 0' DARK BROWN LOAM OL 0.5' BROWN SILTY SAND SM 3' PALE BROWN FINE SAND SP PALE BROWN SILTY SAND SM - 14.5' WATER IN PALE BROWN SILTY SAND SM - 16' L ` y llmNZflf m WATER IN PALE BROWN FINE SAND SP �oo�f^^".3 F V`��l \ � '��'��'1'� do..•.+-.a\O �U4/Vp S OOL .: rLt_1,ff( o j/1 22' G 15.1 FRAME SHED 1st y b X14.2 0 Q SHE.DE Ul A Cn : m 3HSE c m a O 2 ll1 On I r H �� N� w / E n [rf O X 0. CP £ a GUY 'K\ 4 £ (� O WIRE `45 o 1 I O A N G� ASTIC FENCE .14.7 4, OV 0 9 -GARDENAREA- BREMOVED 1 $8 1 PRO \ m' �0 V_ z � Cc: m R x � im 55 �16 f m � nm s I� X \J fA E ° -v a 40'00,, N a Q E 1 f EDc OF PA.WEAT O' .,y N L p� 10.3 A 0OV -1 uses Ow f ��BL/G W,'eR /N VaNN0.25Nc. M 'h m F ! UB �C G STRf�. 3�. 50 , O iV d -a Z CA Abandon �� X4 _jV o m Corno e exp o �1e e�' W j� }j St1nu' Sc3 itar US fs pUe� W D > y red form WW P, I ` �r rn fiust be pn AT f R as pro nt Submit Uses a�fCCING or O BL/c l_ WATER NOTES: vV. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ` �� BY THE L.I.A.LS. AND APPROVED AND ADOPTED 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUMH USE BY THE NEW YORK STATE LAND EXISTING ELEVATIONS ARE SHOWN THUS: 15.0 �� \G O ,71M AS noN. 2. MINIMUM SEPTIC TANK CAPACITIES FOR 4 BEDROOM HOUSE & BARN BATHROOM IS 1,500 GALLONS. h IV�� 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE & BARN BATHROOM IS 400 sq ft SIDEWALL ,� C:� 2 POOLS; 8' DEEP, 8' dia. PROPOSED 50% FUTURE EXPANSION POOL PROPOSED 8' DIA. X 8' DEEP LEACHING POOL GJNo. 50467 UNAUTHORIZED ALTERATION OR IT�� O PROPOSED 1,500 GALLON SEPTIC TANK TO THIS SURVEY 15 A VIOLATION SECTION 7209 OF THE NEW YORK STATE �•-�,' EDUCATION LAW. 1-. Y Nath ' Orwin III COPIES OF THIS SURVEY MAP NOT BEARING 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD THE LAND SURVEYOR'S INKED SEAL OR OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND TO BE A VALID TRUE COPY. REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegn0 L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys - Subdivisions - Site Plans - Construction L.ryout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 6 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947