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Home My WebLink AboutKolbalka, PaulELIZABETH A. NEVILLE, MMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax(631)765-6145 Telephone (631) 765-1800 www.southoldtownny.gov OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD ! MAR 31 2015 -� TO: Southold Town Building Department f FROM: Sabrina Born, Southold Town Clerk's Office - DATED: March 31, 2015 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4300 1 for a Cesspool/Septic Tank Construction Permit submitted by: Jillian Crocker of Cedar Knolls for Paul and MarEaret Kolbalka 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: Final approval required from the Suffolk County 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 SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 ✓ or Non -Residential @ $25 Applicant N, Applicant Mailing Septic Tank or Cesspool V Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Application No. Permit No. Location of Proposed Construction/Alteration: Owner of Property: ?1111 Qn o L'ha&'t ynPI gA Owner Mailing Owner Property Name and phon Tax Map No: Section 4 Block Z Lot Cross Street ?,QQ M fWtD NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY TH HFAXTH DEPARTMENT APPROVAL 3131 ZOS- ture o cant Date Received by: 54 -004) • SITE PLAN FOR PAUL & MARGARET KOBALKA PAGE 1 OF 2 LOT 5 MAP OF PETTY'S BIGHT FILE No. 5859 FILED JANUARY 26, 1973 SITUATED AT ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-14-02-23 SCALE 1"=40' JULY 30, 2004 JUNE 25, 2007 ADDED PROPOSED HOUSE JULY 25, 2007 RELOCATED PROPOSED HOUSE NOVEMBER 2, 2007 ADDED ADDITIONAL WELL & CESSPOOL LOCATIONS NOVEMBER 24, 2007 REVISED PROPOSED WELL LOCATION DECEMBER 3, 2007 ADDED TEST HOLE DECEMBER 12, 2007 ADDED LOT COVERAGE JANUARY 9, 2007 SET LATH FOR SITE INSPECTION FEBRUARY 4, 2008 REVISED SEPTIC SYSTEM SEPTEMBER 15, 2008 RELOCATE PROP. DRYWELL 50' FROM PROP. WELL JULY 16, 2014 UPDATE SURVEY MARCH 5, JANUARY 20 5 YREVISE PIER ADD PROPOSED .TTICE003/03/2015 AREA = 38,131 sq. ft. (TO TIE LINE) 0.875 ac. CERTIFIED TO: PAUL KOBALKA MARGARET KOBALKA FIDELITY NATIONAL TITLE INSURANCE COMPANY LOT COVERAGE OVER LOT AREA LANDWARD OF THE COASTAL EROSION HAZARD LINE (AREA = 24,438 sq. ft.) DESCRIPTION AREA X LOT COVERAGE HOUSE & COVERED PORCHS 2,790 sq. ft. 11,4% POOL 720 sq. ft. 3.0% DRIVEWAY 815 sq. ft. 3.3% TOTAL 4,325 sq. ft. 17.7% EXISTING�— EXISTINGCESSPOOL L 1 CESSPOOPOOL .-- O. 2 G W y 3 0 00 Q� 0- �. W CO -4 oW w ¢ $opo ��oQo �y W pao` FQo MsF� o Z _17^0 EXISTING V_ WELL\. (_260.00, Q0, `vss x O�eRN((7NG s0J • TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NO R 6, 2007) EL. 19.7' 0' O0O�O DARK BROWN LOAM OL ■ �,gg 1. PALE BROWN SILT ML YI�Q�Zz eae BROWN SILTY SAND SM ^iI r 7, AR BROWN FINE TO COARSE SW S 10' BROWN SILTY SAND SM s' M \. �j-1- �y/ EL. 2.7' BROWN FINE TO MEDIUM SAND SP A� WATER IN BROWN FINE ;t.3 TO MEDIUM SAND SP � \ \ 23' vsotio Novy �N�+ ``9 \ O i 10 11 'ILI p.. rF<s �F rn i L.,r t 10 F_ CIO a P ;i;., cNi 1,'.<i t d� �.1 `•N� 11 CO SOC ! LY 17.2 9fTq one BOA _ ,.'�r •� 'iZ .ti... "i 14.4s .� '^�... •1. i. d:i W �Gy W xs� MP.; 5 o.e d i ? .13.1 i r'r C11 �o > Q] Loh- 15 4 5 18 r6l -JLZ - <. ROp �OSTO(PODy SOIL i (,P1LE w x'J o 0U) .&., P I �R�Iso 5 .>$,J H op . T (US d GSToR p 5.7 s F 00"\, Ro RSG \\ �fyt, 1j 1 F O O t' .129 OP 9/7s N i 12RDEEPED P �O q'Ft. P -,l DRY INE b Dlq, ROOH RUN OR / 123x\ TEST H /r 0' (TYP,J F aN 3 57° we�L 0 3 <� J l38 Rj c p / So, 113 4.310 O P A�Mf Nr /N R fPO�SC'°NC C°R CA.), k x 127 \ CESSPOOL T'jL@p e X T j HRS T /off I I S&9'fo) NTC ss K�Op NOTES: S 1. ELEVATIONS ARE REFERENCED TO N.A,V.D. 1988 DATUM R=20.42 v EXISTING ELEVATIONS ARE SHOWN THUS: ,o.o 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO069H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3. COASTAL EROSION HAZARD LINE TAKEN FROM COASTAL EROSION HAZARD AREA MAP PHOTO No. 47-655-83 n_ 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD !� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. MINIMUM SEPTIC TANK CAPACITIES FOR 7 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 10' DIA. 4' EFFECTIVE DEPTH x� 4. MINIMUM LEACHING SYSTEM FOR 7 BEDROOM HOUSE IS 475 sq ft SIDEWALL AREA. y 2 POOLS; 10' DIA. X 8' DEEP PROPOSED 50% FUTURE EXPANSION POOL ^„/"""'r Nr Fax (631)727-1727 r rk��C'"" PROPOSED 10' DIA. X 8' DEEP LEACHING POOL } rv(jYc�r r� Coro 1� A' 0P, P.O. Box 16 a�r-I *``�...,"1 ALTERATION ADDITION IR -01 R- 1r" �..TO w " O PROPOSED 2,000 GALLON SEPTIC TANK O i1 THIS SURVEY TI TO THIS SURVEY IS A VIOLATION OF �v'v� , ` ..-^ SECTION 72LA OF THE NEW YORK STATE EDUCATION LAW. DRAINAGE SYSTEM CALCULATIONS: COPIES of THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR DRIVEWAY AREA: 814 sq. ft. EMBOSSED SEAL SHALL NOT BE CONSIDERED 814 sq. ft. X 0.17= 138 cu. ft. TO BE A VALID TRUE COPY. 138 cu. ft. / 42.2 = 3.3 vertical ft. of 8' dia. leaching pool required CERTIFICATIONS INDICATED HEREON SHALL RUN PROVIDE (1) 8' dia. X 4' high STORM DRAIN POOLS ONLY TO THE PERSON FOR WHOM THE SURVEY ROOF AREA: 2,821 sq. ft. 2,821 sq. ft. X 0.17 = 480 cu. ft. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 480 cu. ft. 42.2 = 11.3 vertical ft. of 8' dia. leaching pool required LENDING INSTITUTION LISTED HEREON, AND / 9 P q TO THE ASSIGNEES OF THE LENDING INSTI- PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS i� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:i; THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF c� ;I ANY, NOT SHOWN ARE NOT GUARANTEED. 1..01/ �' PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: • WELL PREPARED IN ACCORDAN WITH THE MINI Mo D\ STANDARDS FO ESTABLISHE BY THEL.I. A OPTED FOR SU TA LAND TITLE O N AAF L _ AAI" / A� Uc. No. 50467 Nathan 'dig-Cbrwin III Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layoo, PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 PROPOSED VPTIC SYSX-M DETAIL - + (NOT TO SCALE) SITE PLAN FOR PAUL & MARGARET KOBALKA HOUSE B ?0? SJB BURIED F. FL. 21J2: a DEEP max. 'FINISHED GRADE PAGE 2 OF 2 WATER MANAGEMENT NOTES: ELEV. 190, FINISH GRADE PRECAST RE'1FOR D . RET= COVER 2,"eiu. LOCKING, WATERTIGHT A INS: CT PROOF �ELEV. 1951 BURIED r DEEP z' DEEB mox- CAST IRON COVER TO GRADE DETAILS ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. MIN. a e�. APPROVED PPE zo'.m;^. - F Dmin. IN E am. PITCHED 1 a' t' TOP EIEV. 180• APPROVED PIPE DP EL. n. 3. LOT 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, -�- 1n�=E - PITCHED 1/B•/1' IN 8" B 3' CLEAN CLEAN L A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF Nv. INVERT -~ 4" COLLAR MAP OF U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING .1 T ELEV INVERT m PIPEGm.ELEV. AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 163 m PETTY' S BIGHT THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED ASOFTEN a AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL °DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS ( -�p ° cFt FILE No. 5859 FILED JANUARY 26, 1973 TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE �ToroM �{ 3.� GROUND WATER r SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE LT�.9� ELEV. SITUATED AT SCREEN IS REMOVED. SEPTIC TANK (1) 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ORIENT A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 7 BEDROOM HOUSE IS 2,000 GALLONS. I TANK: 10' DIA. x 4' EFFECTIVE DEPTH BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT THE BALES 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. LEACHING POOLS (2) A TOP THICKNESS OF 8" AND A BOTTOM THICKNESS OF 4•. TOWN O F S O U T H O L D SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3•. MINIMUM LEACHING SYSTEM FORA 7 BEDROOM HOUSE IS 475 sR R CIDEWALL AREA WALLS• BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 sL SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 2 POOLS; 10' DIA. x 6' DEEP AL 4. ALL SEPTIC SHALL H SEALED SO THAT THE TANK IS WATERTIGHT. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 5, THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4) LEACHING STRUCTURES. SOLID DOMES MID/OR SUBS. SUFFOLK C 0 U N T Y , NEW YORK AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE ON A MINIMUM }" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. BE MAINTAINED. S.C. TAX N o. 1000-14-02-23 SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED 5. AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL 6, AN 6' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. NOT TO SCALE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. JANUARY 21, 2015 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MARCH 5, 2015 REVISE PER S.C.D.H.S. NOTICE 03/03/2015 ON THE PROPOSED RESIDENCE. HAY BALES 2"x2" STAKES 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. (TWO EACH BALE) B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FLOW FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. GRADE 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE COMPACTED SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW BACKFILL DRAINAGE COMPLETION WITHIN OF stop `� INLET DVI G(PERMITDAYS THE EXPIRATION DATEPROJECT, FINALDIGRADING, OR BOF THE BUILDING WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE sB MIN. VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO OR TO BE SUFFICIENT TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING E KEEP SEDIMENT ON SITE PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION z I AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA BALES TO BE SET STEEL OR WOOD POST (TYP.) as HAY BALES AND/OR SILT FENCING VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER IN 4" TRENCH EXTRA STRENGTH FILTER FABRIC THAN 1 SQUARE FOOT IN SIZE. REQ'D. WITHOUT WIRE MESH SUPPORT 4o I ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF ELEVATION ELE 13' MAX. O.C. SPACING HAYBALE BARRIER 0 INLETS W/ WIRE SUPPORT FENCE w o w / qn OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTOp s THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, (NOT TO SCALE) 6' MAX. D.C. SPACING W/0 WIRE SUPPORT FENCE Q I ----------- OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR 00 r N CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. •, �? I FLOW /}' -` ATTACH FILTER FABRIC SECURELY I HAY HALES AND/OR - --. TO UPSTREAM SIDE OF POST SILT FENCING PLAN VIEW NOTES: WHERE TOPSOIL IS NECESSARY FOR \\/ SILT FENCE DETAILS EXISTING GRADE TO BE USED 1. AREA CHOSEN FOR STOCKPILING OPERATIONS NOT ro SCALE ROAD REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER HAY BALES AND/OR STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED SILT FENCING APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. TYPICAL STORMWATER UNIT SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW CONSTRUCTION ENTRANCE BASE OF AND REQUIRED PERIOD OF USE. 2 OFF-SITE TRANSPORT. COMPACTED 3/4' STONE BLEND OR N.Y.S. D.O.T. APPROVED R.C.A. SLOPE OR LESS (TOPS TO BE TRAFFIC BEARING, FILL To 18" MIN. ABOVE EXISTING i (NOT TO SCALE) GRADE TO ALLOW FOR DRAINAGE STABILIZE ENTIRE PILE � y � � CAST IRON IN FRAME & COVER (FLOCKHART #63518 TYPE 6840) CROSS SECTION WITH VEGETATION OR COVER OR 6" THICK REINFORCED CONC. COVER FINISHED GRADE 36" HIGH POLE (MAX.) STEEL OR wood POST TEMPORARY CONSTRUCTION ENTRANCE 8" TRAFFIC BEARING SLAB (maz.) (NOT TO SCALE) F� Low PIPE FROM ROOF GUTTERS 8'-0" Ur N Corwin III CRUSHED 3/4" - 1-1/2" STONE y ^L y y \L ALL AROUND > \�j\\ • ��\\�j\\�j� e o r Tl-l" y LEACHING RINGS REINFORCED PRECAST CONC. 4000 P51 ® 28 GAYS_ `I' `)' (mi^.) a' "v\\\�� 4" X 6TRENCH " q7 Su c a ey Jks -Jr. L.S. W/ COMPACTED f s ph A. }yrforLS. i �� • BACKFILL 'tl eys - - Site P ns - Construction Layout PHO Fax (631)727-1727 STRAW BALES OR SILT FENCE E TRENCH DETAIL O L MAILING ADDRESS GROUND WATER NOT TO SCALE ( ) 11586 Ma oa � P.O. Box 16 5 SOIL STOCKPILE Jamesport, New YEr Jamesport, New York 11947 (NOT TO SCALE)