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Home My WebLink About1625 Indian Neck Holding Corpm ELIZABETH 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 TO: Southold Town Building Department FROM: Sabrina Born; Southold Town Clerk's Office DATED: June 12, 2015 RE: ICesspool Construction Application i JUN 1 5 2015 Transmitted herewith is a copy of application No. 4325 for a Cesspool/Septic Tank Construction Permit submitted by: 1625 Indian Neck Holding Cory 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 County Health Department Signature Dated I ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER O .4 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK .Town Hall, 53095 Main Ros, P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net Residential @ $10 or Non -Residential @ $25 Applicant Name Applicant Mailing Address Application No. -L32 Permit No. Septic -Tank .W*'qorCesspool _ Brief Description of Proposed Construction or Alteration 8j;)d CO3-1,3k4-vrj Location of Proposed Constniction/Alteration: Owner of Property: j I (dfyo Owner Mailing Address: Owner Property Address: e Name and phone number of contact person cX vj Of Tax Map No: 1000 Section *2 Block OS _Lot/ Cross StreeqL,514� of vr,'J� v NOTE: LOCATION MAP MUST TE SUBMIMI) WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY ALTH DEPARTMENT APPROVAL Signature of lic t Date Received by: SURVEY OF PROPERTY SI T UA TE PECONTC \ Y Off. \ O�v \ TOWN OF SOUTHOL® ' S�FF®LK C®I�NTY9 NFW Y®�K S.C. TAX No. 1000-86-05-8.1 SCALE 1 "=4.0' �\ MARCH 1 1 , 2013 AREA = 57,222 sq. ft. \ 1 ,31 4 ac. 0 \ �101FOgIADDO, CO NE CAP00 x EL w' \ s DA�gGwP R 'em, �\c t� USES P�g� 23� O 10.0\\ \05 'O oo' \ 1 � 0- 30' �\ foJNSGo5w. \ 01 \ 45' 4 E GONO\o 0 `'DON • \ Q 0,, CP \ \ �1 O �j 7J uN0 aS• \•as Q \ \ \ 0.1 L Q� ,D \ \\ \\ \\ \\ \ \ 1 HIGH WATER MARKDS r EQUAL WEiIAN1 21 45» L �NJ'e\C) X56 6 10 o o cF \fo\\, \oy��\ \ \ S 17°19 ' \ iS' \ .9 ,�N\ao Sb \f�<^\ \ \ 26.65 X 12.3 \ `1z \SHOWER .....:\ '• m11u Z \\ QL <J \ \ \ � - \\ EST HOLE:/\\ 5).r:'i.PQ�U��.CO' ..x'!\ 11 .N.:::: ..: \ �lr1i:-7 O .:: \::C4'.`,ii•.- yi ;.:..:. � - PL` o N• \ \ 9 ' .pc ::: ;.:;.' .:: k2 � 1 , o p1Ai • � �000N. \ \ � ' % 2�`,, \ 1 y\s \R \L ,3.0.. \, \ 4X70. o, -\'" \ \ �4r. \ \ 1 1..9 h� * \F" i1!. 10.3 \ ' 1 _ pINP I, \ o,'��" d \ NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM \ `a E5 �.► .�`� ��a EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 EXISTING CONTOURS ARE SHOWN THUS: — — — — 10 — — — — X PROPOSED CONTOURS ARE SHOWN THUS: lD W Poi %:^T^ "o iREEs 1 2. MINIMUM SEPTIC TANK CAPACITY FOR AN 8 BEDROOM HOUSE IS 2,000 GAL' 1 TANK; 10' DIA. X 4' LIQUID DEPTH ADJACENT 3. MINIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 600 sq ft SIDE / Tt \ HOUSE 2 POOLS; 12' DEEP, B' dia. W J ? S` \ N PROPOSED FUTURE 50% EXPANSION POOL PO w\REs PROPOSED 8' DIA. X 12' DEEP LEACHING POOL OUER�E •;,;a PROPOSED 2,000 GALLON SEPTIC TANK \ TEST HOLE DATA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELC `R x Eg (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 7, 2013) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. L 5. FLOOD ZONE INFORMATION TAKEN FROM: F S�wA S EL. 11.5' O• FLOOD INSURANCE RATE MAP No. 36103CO162 H AIG Esl GLESIA BROWN SILTY SAND SM ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2ZONE X' ': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLO MATRt7DE��NG SER WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS ,Eg orJ WP 1 SOUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHAN( ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. V5E5 P 6. ZONING USE DISTRICT: R-40 PALE BROWN FINE To MEDIUM SAND SP 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. EL. 1.1' .: :!;.:, `.•. 10.4' g.� OF Ncr !I DETAIL WATER IN PALE BROWN �° FINE TO MEDIUM SAND SP y�^ FINISH GRADE FIN 0' ISH GRADE ,�•� n 4�� r ;...yea " ELEV. 13ELEV. 12.0'0 .. 10.9' 3 MIN. 4" dia. A TOP EL. 10.6' 3 4J l��j�� /" .Y.S. Lic. N, ' APPROVED PIPE ��++ (°/q p'�p �y��!,,,� 6„ ..4. PITCHED 1/8"/1' 63.. 8. a7 1`+y d'! aA .T�+'�i YQ'iobiG •V •.. dia. SAND�N UNAUTHORIZED ALTERATION OR ADDITIO (Iffe rm-z SAND A CROSSOVER COLLAR TO THIS SURVEY IS A VIOLATION OF �m a COLLAR m2 PIPE a e SECTION 7209 OF THE NEW YORK STA �� °. <A O EDUCATION LAW. Nathan Taft Corwin A � I`O a � fm a COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor TRIBUTION d THE LAND SURVEYOR'S INKED SEAL OR POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED +yI a TO BE A VALID TRUE COPY. B07TM3 GROUND WATER BOTTOM 3 GROUND WATER ELEV. 4 a' ELEV• 1,� ELEV. 44 1' •' ELEV' 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. Isaksen, Jr. L.S. LEACHING POOLS (4i TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. 11 LENDING INSTITUTION LISTED HEREON, AND INIMUM LEACHINIS SYSTEM FOR AN 8 BEDROOM HOUSE IS 300 sq rt SIDEWALL AREA. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction i POOLS�4' DEEP, 8' dia. 'RUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) TUTiON. CERTIFICATIONS ARE NOT TRANSFERABLE. ACHING FOOLS ARE TO ! PHONE (631)727-2090 Fax (631)727-1 .ACHING"'STRUCTURES, SO ':S AND/OR SLABS. _L COVERS SHALL BE OF REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT - MAILING ADORE. 10' min. DISTANCE BEM :HIND POOLS AND WATER LINE SHALL BE MAINTAINED. THE EXIS;^"::;� OF RIGHTS OF WAY - J 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 1586 Main Road P.O. Box 6 4 R' min 11KTAnirAlnenn .F RFTWFFNI AIFArHIAIG annic &Ain cror TcuAII GF uu A�AmAIFn AND/OR EASEMENTS OF RECORD. IF SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY SSP 0 6 2013 p BATE _ H. EF. No. LL -LL - Ge. 3 / FOR ASAI M r^ SEDROOms EXPIRES THREE YEARS FROM DATE OF APPROVAL 4 f X Ok I /0/F0$IANOo 0 0n EDWARD CAP pUe `moi 10-5E F0 5.1p0KP05 FECIGE — - 1 1 2 ` 1 0 1, o, 0 13— ZZ - yo aN 'Y 71 'Z. F�NGE ,2 W C�, Z� Y _ � 9 O U1 () C�. lye 39.66 yo E SYSTEM CALCULATIONS: ROOF AREA: 1,063 sq. ft. 1,063 sq. ft. X 0.17 181 cu. ft. 181 cu. ft. / 42.2 = 4.3 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS i PROPOSED 8' DIA. X S' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �1 PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT & INSECT PROOF BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE MIN. 4" di.. 20"min—.1 MIN. 4° dia. o Tl APPROVED PIPE 20"min. APPROVED PIPE PITCHED 1/4"/1' TOP ELEV. 11.7' PITCHED 1/8'/1' o INLET INV. EL. INVERT 10.9' a ELEV. 10 7' to m INVERT n ELEV. 10.2' 3 FLOW BAFFLE - a 4 —10'� SEPTIC TANK (11 1. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 10' DIA. X 4' LIQUID DEPTH S 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. �A 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4") ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. (,. aN F�NGE ,2 W � W i 00 i V01 W � i X16.8 � FEN 2c, / y0d :OJNO \ W p� b FOJNO �bN/4� 6� /.`�Jj\VJ6 PROPOSED SEPTIC SYST 6 (NOT TO SCALE) HOUSE F.FL. 13 5' TBURIED 4' DEEP max. FINISHED GRADE ELEV 12.7 E SYSTEM CALCULATIONS: ROOF AREA: 1,063 sq. ft. 1,063 sq. ft. X 0.17 181 cu. ft. 181 cu. ft. / 42.2 = 4.3 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS i PROPOSED 8' DIA. X S' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: �1 PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING, WATERTIGHT & INSECT PROOF BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE MIN. 4" di.. 20"min—.1 MIN. 4° dia. o Tl APPROVED PIPE 20"min. APPROVED PIPE PITCHED 1/4"/1' TOP ELEV. 11.7' PITCHED 1/8'/1' o INLET INV. EL. INVERT 10.9' a ELEV. 10 7' to m INVERT n ELEV. 10.2' 3 FLOW BAFFLE - a 4 —10'� SEPTIC TANK (11 1. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 10' DIA. X 4' LIQUID DEPTH S 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. �A 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4") ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. (,.