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Home My WebLink AboutKonior ELIZABETH A.NEVILLE,MMC '� w Town Hall,53095 Main Road TOWN CLERK (° �� ;e P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS � �� Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 iy ,� Vr RECORDS MANAGEMENT OFFICER o www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER "` OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: January 25, 2021 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4937 for a Cesspool/Septic Tank Construction Permit submitted by: Adrian Konior 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: .... .. ...�.... ... Sig.nature .......... Dated Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/25/21 Receipt#: 277607 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct Resld. 4937 $10.00 Total Paid: $10.00 Notes: 113.-7-10 Payment Type Amount Paid By CK#230 $10.00 Konior, Adrian Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Konior, Adrian 87 Sandy Ct Riverhead, NY 11901 Clerk ID: JENNIFER Internal ID:4937 ELIZABETH A.NEVILLE a Town Hall,53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 11971 MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER ( � Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER * ° p southoldtown.northfork.net i OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential $10 1' or Non-Residential $25 Application No. @ G PP Permit No. Applicant Name___ ,/ h1 _ !l�/ ...._... ._ ._... ......w Applicant Mailing Addresswa, _.. � .. --------- Septic Tank oCesspool Bri Con truct�oor All ntti(xi ption of Pro , Location of Proposed Construction/Alteration: f Owner of Property: Owner Mailing Address' .,.,... ._u. .w . w N ..._... S Owner Property Address Name and phone number of contact person Tax Map No: Oaection BlocksLot ... Cross Street_ 1AP NOTE: LOCATION MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL Signature of Applicant ate Received by: i NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:,K&g EXISTING CONTOUR LINES ARE SHOWN THUS:———�——— 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 4 BEDROOM HOUSE IS 1,250 GALLONS. SURVEY OF PROPERTY 1 TANK; 8' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. SITUATE 3 POOLS; 6' DIA. X 4' DEEP MATTITUCK PROPOSED SOX FUTURE EXPANSION POOL RGA V` PROPOSED B' DIA. % 4' DEEP LEACHING POOL TOWN OF SOUTHOLD R V• Y SUFFOLK COUNTY NEW YORK ut�� PROPOSED 1,250 GALLON SEPTIC TANK S.C. TAX No. 1000-113-07-10 / a 4. T HE LOCATION OF WELLS AND CESSPOOLS SHOWN ,. C) PQO HEREON ARE FROM � ' v M FIELD f _ ��PP � � 13 / 15.5 c m OBSERVATIONS AND/OR DATA OBTAINED� FROM OTHERS. SCALE 1 —4O d� UA 1 X51 i DRHNAGE srsTEM CALLCULATION SEPTEMBER 17, 2020 '" E5 /'. N y PAN vNew"0* DRIVEWAY AREA: 700 sq. ff. vy,S E✓ 700 sq. ft. X 0.17 = 119 cu. H. 119 cu. ft. / 42.2 = 2.8 vertical ft. of 8' dia. leaching pool required ✓'' PROVIDE (1) e' dia. X 3' high STORM DRAIN POOLS ROOF AREA: 1,950 sq.4 ft— 332 cu. ft. AREA = 19,328 sq. ft. 1,950 s it. X 0.17 —332 cu.q0. / 42.2 = 7.9 vertical ft. of e' dia. leaching 0.444 ac. 9 Pool required '' %° -'� . PROVIDE 2 ", ..^" ,r ( ) 8' dia . X 4' high STORM DRAIN POOLS 23.0 4 V """ ,�,�� RIGHT 'F PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS i 25 PROPOSED 8 DIA. X 3 DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS i / cT " fl Q / m °JrGk yle", r I 4 u til hula P� v �,s f Wd '— t1Mk7f ' N l " � t P +may, I,r.d d� tif 01, f rc�y� � � ,� $5 tiY ,� i�i�rl �" ir uV� M1Ay r A. I y Opp "J' I FI ° P .�.,mv..,�"�„v.. � �..j�k;�'a�titi�� . I osw.w. ewwia� u,ISN __J G��° " , 0 3 j()fIN o1A FOTTA TEST HOLE DATA 0 0 (TEST HOLE DUG BY _�LN2„ COfyR1 PSC. L.S. ON SEPTEMBER 20, 2020) 0, 1 ..� _ BROWN SILTY SAND (SM) PROPOSED SEPTIC SYSTEM D E T A I PREPARED IN CCORtM WITH TME MINIMUM NOT TO SCALE L c 1 u jTv*°r AS L IAUU +S . G ' IHE L"IAL 5, AND F HOUSE TOP BURIED B 4° AND ADOPTED F FL 19.0 ,�9 C'w��„PATE`4aW O 4' DEEP max. FINISHED GRADE TITLE AS .ATI Y FOR SU 16.0, PRECAST REINFORCED CONCRETE COVER ELEV. FINISH GRADE 24"dia. LOCKING, WATERTIGHT & INSECT PROOF ELEV. 14.0' BURIED 1' DEEP min,, 2° DEEP max. CAST IRON COVER TO GRADE PALE BROWN FINE TO MEDIUM SAND (SP) LEANOUT 20'nm6n 2O"mTn�" ....MIN. 4" dia, A 1 Pyr 1 APPROVED NNB�E � � APPROVED, _ r PITCHED 1/8"/1x F1" EL. 4,7' 7.5" TOP 3 CLEAN MIN. 4" dia. " HIGHEST EXPECTED GROUND WATER INV. EL PIPE d SAND TEST WELL No. USGS 405 407 1 01 6 1 12.4' PITCHED 'N/4'/1' INVERT aro a4 INVERT a CROSSOVER COLLAR 4" dia ELEV. 12.1 a° ELEV. 11.6 PLPE 4 m EL" 1.7' 10.5' 5 TEST HOLE GROUND WATER WATER IN PALE — FLOW - ,4 TO MEDIUM SAND (SP) �� s BAF . � .� ri o uNAurHORlzm ALTERATION OR AODmoNROWN � z LIQ. No. 50467I TO THIS SURVEY IS A VIOLATION DI Nathan III,,.. 3- L SECTION 7209 OF THE NEW YORK STATE Q BOO11 CHEST EXPECTED GROUND WATER EDUCTION LAW. Gl Surveyor EV.4 SEPTIC TANK (1) ELEV.�. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 1. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,250 GALLONS. EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TANK; 8' DIA., 4' LIQUID DEPTH U �......._—.. TO BE A VAUD TRUE COPY. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. MINIMUM LEACHINGNG OR PA LD — CE;MFlCATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4', ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 Pat. 1• BEDROOM Hi USE IS 300 sq ft SIDEWALL AREA. IS PREPARED,AND ON HIS BEHALF TO THE 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 3 POOLS; 4' DEEP, 8' dia. TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout EQUAL)E REINFORCED CONCRETE. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAS, QLENDING INSTITUTION LISTED HEREON,AND 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF f1/4") 2 ( ) TO THE ASSIGNEES OF THE LENDING INST1— LEACH NG STRUCTURES, SOLID DOMES AND/OR SLABS. PHONE (631)727-2090 Fax (631)727-1727 ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PFA GRAVEL 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCR=fE (OR EQUAL). TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND W kTER LINE SHALL BE MAINTAINED. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 5" AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS Sii.ALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS Al%D SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947