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Home My WebLink About1625 Indian Neck Holding Corp (3) r SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4325 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : 1625 INDIAN NECK HOLDING CORP Address 1: 166 HIGBIE LANE City St Zip WEST ISLIP NY 11795 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. FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT!'. REF NO. RIO-13-0031 Name Of Owner 1625 INDIAN NECK HOLDING CORP ------------------------------ Mailing Address 1 166 HIGBIE LANE ------------------------------ ------------------------------ City St Zip WEST ISLIP NY 11795 -------------------- -- ---------- Property Address 1 1625 INDIAN NECK LANE ------------------------------ ------------------------------ City St Zip PECONIC NY 11958 -------------------- -- ---------- Tax Map No. section 86.00 block 5 lot 8.001 ------ --- ------ Cross Street SPRING LANE ------------------------------ Building Permit Number Cross Reference: ---------------------------------- Issue Date: 6/24/15Elizabeth A. Neville -------- Southold Town Clerk (TOWN SEAL) i .. �Og�FFO�,�oo ELIZABETH A. NEVILLE,MMC �y� <lf, Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p Fax(631)765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER �ol �a� Telephone(631) 00 www.southoldtownny.gov nny.ggov FREEDOM OF INFORMATION OFFICER OFFICEOF HE TOWN CLERK O OO JUN 15 2015 TO: Southold Town Building Department -- ----_ FROM: Sabrina Born, Southold Town Clerk's Office DATED: June 12, 2015 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4325 for a Cesspool/Septic Tank Construction Permit submitted by: 1625 Indian Neck Holding Cora 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 a proval required from the Suffolk County Health Department 2 16 Signature Dated ELIZABETH A.NEVILLE,MMC �y� Gy Town Hall,53095 Main Road 1 TOWN CLERK P.O.Box 1179 Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p Fax(631)765-6145 S MARRIAGE OFFICER RNAy� 01 �a�! Telephone(631)765-1800 RECORD FREEDOM OF INFORMATION OFFICER www.southoldtownny.gov i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD i June 24,2015 } 1625 Indian Neck Holding Corp 166 Higbie Lane West Islip,NY 11795 RE: 86.-5-8.1 I Dear Sir/Madam: i I ' Enclosed herewith is the Construction,Alteration or Modification Permit for a Septic Tank/Cesspool System for which you applied. 4 AFTER the system is installed but prior to being used, an OPERATION PERMIT IS REQUIRED. The operation Permit is issued by the Southold Town Clerk's Office. The fee is Ten Dollars ($10.00) for a residential system and twenty-five dollars ($25.00) for a non- residential system. Your check should be made payable to the "Southold Town Clerk". An application form. is enclosed. Please complete the requested information and return the application, proper fee, and LOCATION MAP (map must indicate the location of the cesspools)/septic tank(s), giving approximate distances in feet from any buildings to the pools i and distances between the pools. i Should you have any questions concerning this matter, please do not hesitate to contact this office. Very truly yours, i ; Sabrina Born Clerk Typist i Enclosures i ELIZABETH A. NEVILLE �`Z` �� Town Hall,53095 Main Roa, TOWN CLERK q P.O.Box 1179 y x Southold, New York 11971 REGISTRAR OF VITAL STATISTICS W MARRIAGE OFFICER Oy Fax(631) 766-6145 RECORDS MANAGEMENT OFFICER Telephone (631)765-1800 FREEDOM OF INFORMATION OFFICER '1 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. � Permit No. t ` Applicant Name Applicant Mailing Address Septic Tank or Cesspool i f Brief Description of Proposed Construction or Alteration .Ile r Location of Proposed Construction/Alteration`: A/J,.J Owner of Property: a d r�� J Owner Mailing Address: Owner Property Address: Name and phone number of contact person i /ick dj all od Tax Map No: 1000 Section D Block Lot � a Cross Stream df ser"JA - NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WI DEPARTMENT APPROVAL Signature of ic4 Date Received by: SURVEY OF PROPERTY SITUATE' s o. PECONIC \ TOWN OF SOUTHOLD \ SUFFOLK COUNTY , NEW YORK S . C . TAX No . 1000- 86 -05- 8. 1 SCALE 1 "=40' MARCH� 1 1 , 2013, j \ AREA = 57,222 sq. ft. 1 .314 ac. 9 ` .-G \ l� 0 1VO13iANCO, NE E.OAPOI31AN00 \ ao N/O/f BRAUN O �. \\,o o MIcxAELp��g�c��P�ER + v',�J FSEs P ao ��• sE 9 �e o �6l '\ N D3SLP '14 \ rn o � \ \ \ \ S p6'45 GONG oM° M° \6' o, CP \ \ \ \ C, 20.53 7 7.2 ''�\ ^\\\ \ e+ ` a \ \ \ \ \\ \\ \\ AIII EQUALN WETLANDS , e+ E o x -�' \\ Wo�D \ \\ \ \ 1 2212 45 \\ \ �1 0.3 S 7' 6g. ` \ ,\ \DEC \ \ 56._.6\ \— 2 2.5 \ % 1 .7 \017'19 \ \ \ \ R v Ts v ° \fSo 26.65"OWi 12 o X 4 II.: \\ EST 'OLE J \ \ P�OOVS� CJ. \ � `N \ 1 \ \ \ F O� \\ // ° ,9 O, ' -SO aN \s\Q\ .0 \\ \x 13,0 LgR�2 c2� qS ,i 10.3 \ " ` a;a' 0 SG cqr 00 o t' \ .NOTES: [ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM i2 \ \ \a. �\FE^^rte"✓ Sc \°s EXISTING ELEVATIONS ARE SHOWN THUS: 100 3.2 \ \ NEF��P� ."-�" cp ( EXISTING CONTOURS ARE SHOWN THUS: ————10———— X 1ft PROPOSED CONTOURS ARE SHOWN THUS: 44W OF �REEs 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 HOUSE 2 POOLS; 12' DEEP, 8' dia. PROPOSED FUTURE 50Y EXPANSION POOL I ES r G�ERNGPo \F PROPOSED 8' DIA. X 12' DEEP LEACHING POOL O PROPOSED 2,000 GALLON SEPTIC TANK � I \\ TEST HOLE DATA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELE A wAxLER (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MARCH 7, 2013) 5. OBOOD V ZONE NFORMATOiR DATATAKOBTAINED FROM OTHERS. o/F tAs IAS EL. 11.5' 0• FLOOD INSURANCE RATE MAP No. 3610300162 H s N/ ELES BROWN SILTY SAND SM 1 IOL IG ZONE AE: BASE FLOOD ELEVATIONS DETERMINEDi NIARIRAIDE ENG R 2' ZONE X*: WI HAAVEERAREAS OF OGE DE THANNUAL OF LESSCHANCE THANO1 FOOT DRAREAS OWITH DRAINAGE AREASCHANCE LESS 1 ,ER? pNE \C VJP�E 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHAN( pu8� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. III USES 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' ` or- N" DETAIL WATER IN PALE BROWN �d. FINE TO MEDIUM SAND SP 17' ED p FINISH GRADE FINISH GRADE �+� t ELEV. 12a. - ELEV. 12.0' ga� 3 ,r 10.9' B, IN. 4' da. TDP EL. 10.6' B, PROVED PIPE {GES Y.S. Lic. N AP 6,� 8 PITCHED 1/8"/1' 6' 9 �+{� G4. N 3' CLEAN i�341�'��• 3' CLEAN 4 dna' SAND UNAUTHORIZED ALTERATION OR ADDITIO T "W rr-'z SAND CROSSOVER COLLAR TO THIS SURVEY IS A VIOLATION OF <A a �' COLLAR mZ PIPE a , SECTION 7209 OF THE NEW YORK STA • <A ° EDUCATION LAW'. Nathan Taft Corwin Iia � TRIBUTION ° m W COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED W u TO BE A VALID TRUE COPY. BOTTOM3 GROUND WATER I BOTTD� B GROUND WATER ELEV, 4_4' ELEV. ,_i' ELEv. a_7' 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 (41 TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND INIMUM LEACHING SYSTEM FOR AN 8 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. TO THE ASSIGNEES OF THE LENDING INSTI– Title Surveys — Subdivisions — Site Plans — Construction I " POOLS; 4' DEEP, 8' dla. TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. :ACHING POOLS ARE TO BF '-`)STRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) 11 PHONE (631)727-2090 Fax (631)727-1 -. ACHING STRUCTURES, SO' 'ES AND/OR SLABS. .L COVERS SHALL BE OF F REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT MAILING ADORE ". 10' min. DISTANCE BETWEC. _CACHING POOLS AND WATER LINE SHALL BE MAINTAINED. THE EXISTErv�E OF RIGHTS OF WAY J 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. 1 S86 Main Road P.O. Box 16 v R' n nICT4KIrp acTWccni ci 1 1 ccrNrnir. PRn)c - chin q 'r TA— cw— ❑r „ A�T� Ai1— AND/OR EASEMENTS OF RECORD. IF N 2 v. 00 �� X65 p5 REB & P1` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT FOR APPROVAL OF CONSTRUCTION FOR AO�F $1ANCO T� SINGLE FAMILY RESIDENCE ONLY AgD/C�p`Np PjER ��T SCF s) 6 2013 EDw p Pie G zn TE r-F. N0. `GG I N 6g '2-— .1 FENCE O��— FOR MAXI M F � SZOOKPOE FENGE ---* S>;;OFiOOin9 125 EXPIRES THREE YEARS FRWO 1 DATE OF APPROVAL. \ 1 � \ ' O d O Ix;13— i3.I----- lG '— s Ii d � C1 r� N , O �CQ 4 On r f� O�Q�6V�1. 13.4 k 15.0 i P I i ilON 0O x.L$ ONF- ncP xFPpE s PROPOSED SEPTIC SYST x (NOT TO SCALE) G 6g•2� 2 5 HOUSE TOP BURIED F FL 13 5, 4' DEEP maz. FINISHED GRADE 1 ELEV. 1 PRECAST REINFORCED CONCRETE COVER 24"dio. LOCKING. WATERTIGHT & INSECT PROOF , ' y r `n9P / CAST IRON COVER TO GRADE BURIED 1' DEEP min. 2' DEEP maz. e MIN. 4" dia. TI MIN, 4" dia. 20"min. --I �— 20"min. APPROVED PIPE f J APPROVED PIPE J� •O O / PITCHED 1/4711 1' TOP ELEV. 11.7' PITCHED 1/8"/1 INV. EL. , 10 9' INVERT U,m _ INVERT ELEV. 10.7' ELEV. 10.2' 3 FLOW a BAFFLE � a SEPTIC TANK (1) E SYSTEM CALCULATIONS: 1. MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 10' DIA. X 4' LIQUID DEPTH ROOF AREA: 1,063 sq. ft. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 1,063 Sq. it. X 0.17 = 181 CU. ff. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4". 181 Cu. ft. / 42.2 = 4.3 Vertical ft. of 8' die. leaching pool required ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. PROVIDE (1) 8' dia. X 5' high STORM DRAIN POOLS 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4") ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL. PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN— -1 N SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. OFF ARE SHOWN THUS: 6. A 10' min. DISTANCE BETWEE