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Home My WebLink About1625 Indian Neck Lane Holding CorpELIZABETH 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 TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: July 9, 2015 Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 www.southoldtownny.gov .� JUL - 9 2015 RE: Cesspool Construction Application 1 Transmitted herewith is a copy of application No. for a Cesspool/Septic Tank Construction Permit submitted by: 1625 Indian Neck Bolding Corn Please re�iew 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 , /7/ D I /Z� Dated Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971" .i a Fax (631) 765-6145 + ' it Telephone (631) 765-1300 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD.WASSTEWATER DISTRICT APPLICATION _ ,CONSTRUCTION or ALTERATION PERMIT , CESSPOOL or SEPTIC TANK . =` Y r. Non -Residential $25 Application No. Residential @ $10 o_ . @ Permit No Applicant Name p� Applicant Mailing Address a 1127 k `'~ ._Septic Tank or Cesspool :. ,RQ_ -I } `Brief Description of Proposed Construction or Alteration J�D ^�`'� (`�d n, p p h? r- Q A� :r Construction/Alt ati n Location of Proposed - � fi joic Grc �'� Owner of Property: 4 a Owner Mailing Address: - Owner Property Address: vl1 } Name and phone number of contact person Tax Map No: 6�0 Section 10 Block �.� Lot - . j_ r� Cross Street .`; NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CQNSTRUCTION REQUIRES SURVEY WITIIE TH DEPARTMENT APPROVAL Signature of A ican Dae 2,,{ ,fir - Received b ELIZABETH A. NEVILLE TOWN CLERK - y REGISTRAR, OF VITAL STATISTICS MARRIAGE OFFICER �� • OFFICER �-ftv RECORDS MANAGEMENT FREEDOM OF INFORMATION OFFICER 4C - Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971" .i a Fax (631) 765-6145 + ' it Telephone (631) 765-1300 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD.WASSTEWATER DISTRICT APPLICATION _ ,CONSTRUCTION or ALTERATION PERMIT , CESSPOOL or SEPTIC TANK . =` Y r. Non -Residential $25 Application No. Residential @ $10 o_ . @ Permit No Applicant Name p� Applicant Mailing Address a 1127 k `'~ ._Septic Tank or Cesspool :. ,RQ_ -I } `Brief Description of Proposed Construction or Alteration J�D ^�`'� (`�d n, p p h? r- Q A� :r Construction/Alt ati n Location of Proposed - � fi joic Grc �'� Owner of Property: 4 a Owner Mailing Address: - Owner Property Address: vl1 } Name and phone number of contact person Tax Map No: 6�0 Section 10 Block �.� Lot - . j_ r� Cross Street .`; NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CQNSTRUCTION REQUIRES SURVEY WITIIE TH DEPARTMENT APPROVAL Signature of A ican Dae 2,,{ ,fir - Received b do VE ETA TIN WHERE ODSTURBEDIL IS E SSARY AREAS FOR STOCKPILE STABILIZATION MEASURES INCLUDE COVER„MULCH, NONVEGETATIVE COVER, AND SEDIMENT TRAPPING BARRIERS. THE )N MEASURE(S) SELECTED SHOULD BE E FOR THE TIME OF YEAR, SITE CONDITIONS, ZED PERIOD OF USE. NOTES; I. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 2 SLOPE OR LESS 1TIRE PILE 'ION OR COVER W W W W W W W W i W y W J• N• W W W W W y W W W W W W W W W W W W W W W W y W W —STRAW BALES OR SILT FENCE SOIL STOCKPILE (NOT TO SCALE) 50' MIN. 0 L 8' TRAFFIC 465 p5 EXISTMS=GRADE ROAD HAY BALES AND/OR SILT FENCING NSTRUCTION COENTRANCE BASE OF COMPACTED 3/4” STONE BLEND OR N.Y.S. D.D.T. APPROVED R.C.A. FILL TO 18' MIN. ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE TYPICAL STORMWATER UNIT (NOT TO SCALE) (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) CAST IRON INLET FRAME h COVER (FLOCKHART 863518 TYPE 6840) 'HED GRADE ` OR 6" THICK REINFORCED CONC. COVER 1'-0" I4wed Plan Approved JUL 0 1 201 pixel Zj - 4 POLE R WOOD a 0 SUPPORT FENCE HAY BALES AND/OR SILT FENCING 4. O.C. SPACING I q T .` PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT &INSECT PROOF C'1 -� ,ATTACH FILTER FABRIC SECURELY �+ Q / 10 UPSTREAM SIDE OF POST ELEV. 2.7' MIN. 4" dia. 20"min—.J- MIN. 4" dia. APPROVED PIPE 20"min. APPROVED PIPE '20"min- - - - - - - - - - - - - - W/ COMPACTED DACKFILL Of Y'-------- I � Q h� o J ELEV. 8.9' - ELEV. FLOW 3 FLOW I BAFFLE HAY BALES AND/OR I SILT FENCING \ PLAN VIEW SEPTIC TANK (1) 8' TRAFFIC 465 p5 EXISTMS=GRADE ROAD HAY BALES AND/OR SILT FENCING NSTRUCTION COENTRANCE BASE OF COMPACTED 3/4” STONE BLEND OR N.Y.S. D.D.T. APPROVED R.C.A. FILL TO 18' MIN. ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE TYPICAL STORMWATER UNIT (NOT TO SCALE) (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) CAST IRON INLET FRAME h COVER (FLOCKHART 863518 TYPE 6840) 'HED GRADE ` OR 6" THICK REINFORCED CONC. COVER 1'-0" I4wed Plan Approved JUL 0 1 201 pixel Zj - 4 POLE R WOOD TRENCH DFTA (NOT TO SCALE) EXTRA STRENGTH FILTER FABRIC REO'D. WITHOUT WIRE MESH SUPPORT n Z \ v. 00, 00 gEB r & P N/o/po$IANC0 DwAgD o A``�N� woV- E pOe``c 12° of JSES pfi00F N 6g, 12-- - 4ENOF. 0 `� SSOO�OE fENGE PIPE FROM ROOF GUTTERS I Water Lone(s) MUST Be Inspected By CRUSHED 3/4' - 1-1/2' STO E SLI^f+fryL�:II\.Couniy, Dept. Of Heaft��9 Servip ALL AROUND `, a191 852-5700, 48 Hours In Ad V - Y 4 LFACHMC RINGS L��y Schedule / �•y �+ /� �+\ REINFORCED PSI 028 DAYS NF Ald �Vi7 'Vi�IL I11o3�I.i1-s � t,3f• 3' 0' GROUND WATER SUFFOLK COUNTY DEPARTN OF HEALTH SERVICES PERMIT FOR L r OVAL OF CONSTRUCTION FSA SINGLE FANSILY RESIDSNCi (� aril ctJSe. rIEF. Flo. e ��- 13-0036 uATc _' 3 AP1�FLOVi:D FOR MANI EXP1 R E:n TIgRE STEEL OR WOOD POST (IYP.) C O.C. SPACING F.FL. 13.5' SUPPORT FENCE 4. O.C. SPACING ELEV. 12.0 SUPPORT FENCE .` PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT &INSECT PROOF C'1 -� ,ATTACH FILTER FABRIC SECURELY �+ Q / 10 UPSTREAM SIDE OF POST ELEV. 2.7' MIN. 4" dia. 20"min—.J- MIN. 4" dia. APPROVED PIPE 20"min. APPROVED PIPE '20"min- 4" X 8" TRENCH W/ COMPACTED DACKFILL (ON TRENCH DFTA (NOT TO SCALE) EXTRA STRENGTH FILTER FABRIC REO'D. WITHOUT WIRE MESH SUPPORT n Z \ v. 00, 00 gEB r & P N/o/po$IANC0 DwAgD o A``�N� woV- E pOe``c 12° of JSES pfi00F N 6g, 12-- - 4ENOF. 0 `� SSOO�OE fENGE PIPE FROM ROOF GUTTERS I Water Lone(s) MUST Be Inspected By CRUSHED 3/4' - 1-1/2' STO E SLI^f+fryL�:II\.Couniy, Dept. Of Heaft��9 Servip ALL AROUND `, a191 852-5700, 48 Hours In Ad V - Y 4 LFACHMC RINGS L��y Schedule / �•y �+ /� �+\ REINFORCED PSI 028 DAYS NF Ald �Vi7 'Vi�IL I11o3�I.i1-s � t,3f• 3' 0' GROUND WATER SUFFOLK COUNTY DEPARTN OF HEALTH SERVICES PERMIT FOR L r OVAL OF CONSTRUCTION FSA SINGLE FANSILY RESIDSNCi (� aril ctJSe. rIEF. Flo. e ��- 13-0036 uATc _' 3 AP1�FLOVi:D FOR MANI EXP1 R E:n TIgRE STEEL OR WOOD POST (IYP.) C O.C. SPACING F.FL. 13.5' SUPPORT FENCE 4. O.C. SPACING ELEV. 12.0 SUPPORT FENCE .` PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT &INSECT PROOF LOW -� ,ATTACH FILTER FABRIC SECURELY �+ Q / 10 UPSTREAM SIDE OF POST ELEV. 2.7' MIN. 4" dia. 20"min—.J- MIN. 4" dia. APPROVED PIPE 20"min. APPROVED PIPE '20"min- "+0+�•' TILT E NCR D TAT T L, xoT 1D Sr•,r wme. ent rcurr cu.n Pr PI4rrn PARALLEL TO SLOPE CONTOURS TO 13 '001a ;S FROPTj L��a7E OF AFRROV�,L s� E EENOE \ oQ st�E o NEwP� R SS00 0 SE1 w0 ONO w x / // . / 000 FENCE F20� 0\POt'� J/ 0 12.5 \ s � \ n0'0 1\ �2�, lJ P q° S 1\ Ip O+ y O cm 13- -- 1 n � 9a � pay �,-•'�r.O a r te, Y,A 0 IN � 0/F glAs� 51 � N /IGLE IGLE 's AgIA Dg E • � DON&AGEgTgtJ V4403e c wP, 135115 PROPOSED SEPTIC SYS' Z�+dO (NOT TO SCALE) HOUSE TOP BURIED F.FL. 13.5' 4' DEEP max. FINISHED GRADE ELEV. 12.0 �P PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT &INSECT PROOF BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE �+ Q / ELEV. 2.7' MIN. 4" dia. 20"min—.J- MIN. 4" dia. APPROVED PIPE 20"min. APPROVED PIPE '20"min- "+0+�•' PITCHED 1 4" 1' TOP ELEV. 1O.V I PITCHED 1/8"/1' N � L, INV. EL 9.9' MAIN HOUSE 50 3-' �, • a INVERT u. m 'o; °; INVERT ' 9.9' POOL HOUSE ELEV. 8.9' - ELEV. FLOW 3 FLOW BAFFLE SEPTIC TANK (1) 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. X 5' LIQUID DEPTH 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4. ALL JOINTS SHALL BESEALED SO THAT THE TANK IS WATERTIGHT. - _.,_.,�... ,•.,,., r..... ec I.Ier.1 I — 4r I nirl W el I T11RFrmnNC (WITH A MAX. TOLERANCE OF ±1/4") ' F NCO, AICA?O UP NCO E M o$IA tNg CAP D ES - P�g�GG�P�ER 1 W\RES OJERN�PO \(TEST HOLE DUG BY Mc00NALD GEOSCIENCE ON MARCH 7, 2073) A EL. 11.5' 0' Z BROWN SILTY SAND SM 2' SURVEY OF PROPERTY I Y S�I1 T UA TE�`q - TOWN OF SOUTHOL® SUFFOLK COUNITY9 NEW YORK S.C. TAX No. 1000-86-05-8.1 SCALE 1 "=40' I MARCH 1 1 , 2013 JUNE 6, 2013 LATH PROP. HOUSE CORNERS APRIL 2, 2015 REVISED PROPOSED HOUSE APRIL 27, 2015 RELOCATED PROPOSED HOUSE JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 EXISTING CONTOURS ARE SHOWN THUS: ----10 - - - - PROPOSED CONTOURS ARE SHOWN THUS:- to 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALL 1 TANK; 8' DIA. X 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEV 4 POOLS; 4' DEEP, 8' dia. PROPOSED FUTURE 50% EXPANSION POOL PROPOSED 8' DIA. X 12' DEEP LEACHING POOL UPROPOSED 1,500 GALLON SEPTIC TANK ti 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIEL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO162 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X`: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLI WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LES 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHAN DRAINAGE SYSTEM CALCULATIONS: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 6. ZONING USE DISTRICT: R-40 HOUSE ROOF AREA: 3,359 sq. ft. PALE BROWN FINE TO MEDIUM SAND SP 3,359 sq. ft. X 0.17 = 571 cu. ft. 571 cu. ff. / 42.2 = 13.5 vertical ft, of 8' dia. leaching pool required i PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ( ; - 10.4' NEW DRIVEWAY AREA: 4,010 sq. ft. 4,010 sq. ft. X 0.17 = 681.7 cu. ft. 681.7 cu. ft. / 42.2 = 16.5 vertical ft. of 8' dia. leaching pool required WATER IN PALE BROWN PROVIDE (3) 8' dia. X 6' high STORM DRAIN POOLS FINE TO MEDIUM SAND SP PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: a) EXISTING DRIVEWAY AREA: 3,500 sq. ft. - 17' 3,500 sq. ft. X D.17 = 595.0 cu. ft. 595.0 cu. ft. / 42.2 = 15.0 vertical ft. of 8' dia. leaching pool required PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS _ �FINISH GRADE PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: %' ' F1Fv ,9 n' LEACHING POOLS -U4 IINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq it SIDEWALL AREA. POOLS; 4' DEEP, 8' dia. EACHING POOLS ARE TO E STRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) EACHING STRUCTURES, SOI AES AND/OR SLABS. LL COVERS SHALL BE OF iT REINFORCED CONCRETE (OR EQUAL). 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. N S' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 8AtZ_ ' STORMWATER MANAGEMENT NOTES: COLLAR 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING ti00 AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 2.. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, AO A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE x/20) SHALL BE STAKED AT THE LIMIT OF CLEARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. \ THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ELEV. L1 DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS \ 00: TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE F \ SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 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 \ SCREEN AT THE BASEOF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS \ NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED 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 \ UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. 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. B. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED U3 \ ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. \ S. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. G� 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE \ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF O \ FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING y PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION .G, AND GROWTH. \ 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER \ THAN 1 SQUARE FOOT 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, SILTSAND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO F NCO, AICA?O UP NCO E M o$IA tNg CAP D ES - P�g�GG�P�ER 1 W\RES OJERN�PO \(TEST HOLE DUG BY Mc00NALD GEOSCIENCE ON MARCH 7, 2073) A EL. 11.5' 0' Z BROWN SILTY SAND SM 2' SURVEY OF PROPERTY I Y S�I1 T UA TE�`q - TOWN OF SOUTHOL® SUFFOLK COUNITY9 NEW YORK S.C. TAX No. 1000-86-05-8.1 SCALE 1 "=40' I MARCH 1 1 , 2013 JUNE 6, 2013 LATH PROP. HOUSE CORNERS APRIL 2, 2015 REVISED PROPOSED HOUSE APRIL 27, 2015 RELOCATED PROPOSED HOUSE JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 EXISTING CONTOURS ARE SHOWN THUS: ----10 - - - - PROPOSED CONTOURS ARE SHOWN THUS:- to 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALL 1 TANK; 8' DIA. X 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEV 4 POOLS; 4' DEEP, 8' dia. PROPOSED FUTURE 50% EXPANSION POOL PROPOSED 8' DIA. X 12' DEEP LEACHING POOL UPROPOSED 1,500 GALLON SEPTIC TANK ti 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIEL OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO162 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X`: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLI WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LES 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHAN DRAINAGE SYSTEM CALCULATIONS: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 6. ZONING USE DISTRICT: R-40 HOUSE ROOF AREA: 3,359 sq. ft. PALE BROWN FINE TO MEDIUM SAND SP 3,359 sq. ft. X 0.17 = 571 cu. ft. 571 cu. ff. / 42.2 = 13.5 vertical ft, of 8' dia. leaching pool required i PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ( ; - 10.4' NEW DRIVEWAY AREA: 4,010 sq. ft. 4,010 sq. ft. X 0.17 = 681.7 cu. ft. 681.7 cu. ft. / 42.2 = 16.5 vertical ft. of 8' dia. leaching pool required WATER IN PALE BROWN PROVIDE (3) 8' dia. X 6' high STORM DRAIN POOLS FINE TO MEDIUM SAND SP PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: a) EXISTING DRIVEWAY AREA: 3,500 sq. ft. - 17' 3,500 sq. ft. X D.17 = 595.0 cu. ft. 595.0 cu. ft. / 42.2 = 15.0 vertical ft. of 8' dia. leaching pool required PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS _ �FINISH GRADE PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: %' ' F1Fv ,9 n' LEACHING POOLS -U4 IINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq it SIDEWALL AREA. POOLS; 4' DEEP, 8' dia. EACHING POOLS ARE TO E STRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) EACHING STRUCTURES, SOI AES AND/OR SLABS. LL COVERS SHALL BE OF iT REINFORCED CONCRETE (OR EQUAL). 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. N S' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 8AtZ_ ' UNAUTHORIZED ALTERATION OR ADDITION COLLAR TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GROUND WATER ELEV. L1 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 101 Nathan Taft Corwir Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys - Subdivisions - Site Plans - Construction PHONE (631)727-2090 Fax (631•)727 OFFICES LOCATED AT MAILING ADDRE 1 rAr, AA,,:., A.. A D 0 L].... 1 C