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HomeMy WebLinkAboutDunn ELIZABETH Ad NEVILLE Town Hall,53095 Maim Road TOWN CLERK P.O.Box 117 REGISTRAR OF VITAL STATISTICS � Southold.,New"York 11971 MARRIAGE CER �u � Fax(631)765-6145 RECORDS MANAGEMENT OFFICER Telephone(631) 765-1800 FREEDOM F INFORMATION F FICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATERDISTRICT CONSTRUCTION or ALTE RATION PERMIT CESSPOOL or SEPTIC TANK Residential $10 r Non-Residential Application o °,......... Pmm °t No., , iic t�ai ,...� , studioa architects �sBerry, _.. __..................................._....._ ....... App iic t Address__,PO Box 444, Orient,NY 11957 µ. .µ.....µ.o..... _ .,.,.,-,.--,.----, _. ...M __....,., .. ... tic or Cesspool_ Brief Description of Proposed octi or ,iter tiorl 11 WTS ij!j_p sUriz,d.drahifiel i Location Proposed Construction/Alteration: Owner of Property:,__..............—Ro e unn Own er Mailing Address PO B®x 185,Peconic,NY 11958 Owner Property Addles 3645, MalNY ' _ ...._ , .1958 t M ne mid phone nu iiber of contact person..Glynis Berg 651 680 95556/jr nc arlq ah 31 &49 1.599 i'T ° �.a.�. ................. � � Lot 11 Tax.. men Section 67 i.�c z................................. ..� Cross Street . NOTE: LOCATION MAP MUST BE SUBMITTED WITH "PLICATION. NEW CONSTRUCTION SURVEY.I WITH DEPARTMENT APPROVAL I f i I`� r✓` k i�Y iiatn i � a`1. qn, Received, y: GROUND ELEVATION EL.6.5' - BRN SILTY SAND,TR.GR) �� CONCRETE I/A OWTS FUJI CENT 1.5'___SM FILL 0BRN )TAN TANK WITH LJ�J LOT 23 _ _SP .TAN F-M SAND,TR E 2-PUMPS BRN.F-M SAND,TR SILT NIOIF2 MIN.VENT 4.0' -SP GEOMAT39" ABBIE WICHARCOAL SOUND AVENUE 2 X 29'=58' BERNARD FILTER WATER IN BRN.W1DK BRI l SAN 50%EXPANSION CJ AIR LINES S PUBUOt4+ATER/ ELEC.& - R.GRAVEL,SILT ILT D T 8.0' DK RN.M-F SANG GRAVEL STILT,COARSE S DECORATIVE,' - EXISTING LP AND ST TO BE 13_01 SP \• RETAINING lI ABANDONED,PUMPED, _ — —- WALL �I SAND FILLED,COVER NfOfF GRAY/GRAY BRN.SAND," LOT 21 REMOVED COUNTY OF 8_0'_ GRAVEL,SILT, TW EL B � fN Jr4 30`' �� / ELECTRIC r = DDITION SP ` SUFFOLK DK.GRAY/GRAY BRN.FIN N10IF 129.82 NOT DEVELOPED CONTROL ERNJN - SILT,TR.CRAY,ROOT FIB 45 JOSEPH _-- -� _-} - 1 R1ID BLOWER IN 23 0-__ML-OL? MARCHESE \ COVER - AND ANNETTE [1 � � ° = _-= ON 15 �aoo co e=n;4 toa ' I _ + — � OFRnit. lT GRAY/CRAY SAND,TR MARCHESE so r zeo' �, SPSILT IRREVOCA USES PUBLIC WATER € t'1f f O �TORv `..._,- -. EXISTING HOUSE 132.0' r - -: w DF RAME �_� mTQ BE RAISD - r-fit AFKrSTIN F_FL EL.895' EXISTING = j F �PROROSEG•FFL.FE1s w a--- r, `1 - t Tc WATER SERVICE 1 CONTOUR,TYP. - '_ ry 3p1 c ----` .�EX3STING TEST HOLE PROP © I �� �' - ASPHALT DRIVEWAY BY SOIL MECHANICS DRILLING CONTOUR,TYP- 240' r TO REMAIN CORP. ,0 220 I w I F I a i DATE SEPTEMBER 11,2015 FERC TEST LocaTfbh LOL24' `® �E k t -�l_J ------------ ESTIMATED HIGHEST EXPECTED s o — — — — GROUNDWATER ELEVATION 2.5' � , pD S 54°30'W zo+r 142.10' FD I r CM ` •' j, y i._ BALL VALVE TO BE DEMOLISHED EXISTING TREE TO LOT 25 - TEST HOLE BE REMOVED N�O1F PROPOSED i WATER SERVICE'�,1 SHED AND TO EXTERIOR SITE PLAN IS BASED ON SURVEY BY EROL EXTERIOR SHOWERNATHAN TAFT CORWIN III BASKURT SHOWER r, LADATED NDSURVEYOR i USES PueucWATER 240 SQ.FT. - SEPTEMBER 20,2013 — 20 AMP CONNECTION TO SURVEY NOTES: DEDICATED BREAKER ON ' MAP PROPERTY ELEVATIONS DEDICATED BREAKER ON LOT 24,MAP OF PECONIC SHORES ABBREVIATIONS. HOUSE MAIN PANEL FILE No.117 RID AUGUST 5,1924 SITUATE PECONIC,TOWN OF SOUTHOLD & AND LG LEACHING GALLEY SUFFOLK COUNTY,NEW YORK ] AT LP LEACHING POOL PROVIDE TRANSFER @ SWITCH FOR GENERATOR S.C.TAX No.1000-67-02-11 GONG. CONCRETE MAX. MAXIMUM CONNECTION SCALE V=20' C.O. CLEAN OUT MIN. MINIMUM LOT ACRE CALCULATED 0.16 DB DISTRIBUTION BOX N.T.S. NOT TO SCALE E or ELEC. ELECTRIC REQ. REQUIRED ELEV.or EL. ELEVATION SCDHS SUFFOLK COUNTY DEPARTMENT OF 1.ELEVATIONS ARE REFERENCED TO N.A.V.D.1 G GAS HEALTH SERVICES EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 I/A OWTS FUJI CENT A, PUMP TANK WITH 2-PUMPS LOT 23 N/O/F GEOMAT 39" 2"MIN VENT 2X29'=58' ABBIE W/CHARCOAL SOUND AVENUE BERNARD FILTER 50%EXPANSIONELEC & USES PUBLIC WATER i AIR LINES DECORATIVE EXISTING LP AND ST TO BE p N( RETAIN G ABANDONED,PUMPED, LOT 21 WALL SAND FILLED,COVER \TW EL 6' REMOVED PROP,ADDITION N/O/F N54030"',P ELECTRIC JOSEPH CON OL ' 12982' _AKUVEOW�R IN, 17" MARCHESE tl f'— COVER ON PAD Q) CEN7ER AND ANNETTE is OF ROA D MARCHESE 29.0' 32, -------------- IRREVOCA 0' S_ ....... EXI�� USES PUBLIC WATER LU --------- 0, R DENCE m TO FRAME EXISTING ��-ASTWG F.F WATER SERVICE E. PROPOSEC�F L L CONTOUR,TYP iEXI,' cPROP _y ,_� CONTOUR,TYP 'ASP -- ------ ------ TO LO PERC TEST LOCATbN z �OT 24 L ED IF S,,54�`3 'w BALL VALVE 942.10. 42�10' Q TO BE DEMOLISHED EXISTING TREE TO BE REMOVED LOT 25 PROPOSED WATER SERVICE\, TEST HOL� N/O/F SHED AND TO EXTERIOR EROL EXTERIOR SHOWER BASKURT SHOWER USES PUBLIC WATER 240 SQ.FT. 20 AMP CONNECTION TO DEDICATED BREAKER ON ABBREVIATIONS: DEDICATED BREAKER ON HOUSE MAIN PANEL & AND LG LEACHING GALLEY PROVIDE TRANSFER @ AT LP LEACHING POOL CONC, CONCRETE MAX. MAXIMUM SWITCH FOR GENERATOR C.O. CLEAN OUT MIN. MINIMUM CONNECTION DB DISTRIBUTION BOX N.T.S. NOT TO SCALE E or ELEC. ELECTRIC REQ. REQUIRED ELEV.or EL. ELEVATION SCDHS SUFFOLK COUNTY DEPARTMENT OF G GAS HEALTH SERVICES HOPE HIGH-DENSITY POLYETHYLENE ST SEPTIC TANK I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE T.O. TOP OF WASTEWATER TREATMENT SYSTEM W WATER INV INVERT W/ WITH "l—l/A OWTS LAYOUT 20'-0" FINISHED GRADE DECORATIVE RETAINING EL.6.1' TW EL.6.0' _....- 13'-6'+1-OR — _ -13'-6" OR N7I FUJI CEN 7 7 FUJ CE 4"(2"MIN.)DIA.HOPE VENT 2-BEDROOMS W/CHARCOAL FILTER ADDITION 18"MIN.ABOVE GRADE .AISED EXISTING (TOTAL5 OUSE BEDROOMS) LOCATED NEAR NORTH BOUNDARY AMONG PLANTS CONTROL PANEL Arnvco — SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVIC--' I ZOLIJUIL) d/L) d[UHLUCAS )IREMENTS,AND SHALL BE STRICTLY IN ACCORDAN 0 THE 651 West Main Street, Riverhead,NY 11901 LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 631 591 2402631 3231426 SSES)AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE info@studioabarchitects.com UGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, IURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J),THE mailing address: ND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE PO Box 444 Orient NY 11957 RED TO HAVE AN INITIAL 3-YEAR WARRANTY. RED TO HAVE ACTIVE O&M(OPERATION AND MAINTENANCE) Y OWNER AND SERVICE PROVIDER. ALL O&M ACTIVITIES TO SCDHS(SUFFOLK COUNTY DROPERTIES WHERE I/A OWTS ARE INSTALLED REQUIRING; AILURE'O&M REQUIREMENT;ACCESS TO DHS Y BASIS IF NEEDED;OTHER REQUIREMENTS THAT SCDHS DEEMS OWTS TECHNOLOGIES: Owner: ENT CO NO ENTRATIONS FOR TOTAL NITROGEN OF NINETEEN(19) Robert Dunn ;RITERIA: 3645 Mill Lane,PO Box 185 0 PSI,28 DAYS SET,AND COMPLY WITH ASTM C-1227-10A, Peconic NY,11958 RECAST CONCRETE SEPTIC TANKS" tel 631 8765367 FLOORS,ROOF AND ACCESS COVERS SHALL RESIST AN email dunn3809@aol.com ER SQUARE FOOT(PSF) SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE )LUMBING AND MECHANICAL OFFICIALS "AMERICAN NATIONAL SEPTIC TANKS"ANSI 21000-2007 AND ANY UPDATES THERETO, property Tax Map ALL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE 1000-67-02-11 NENTLY MARKED AT THE INLET END OF THE TANK: site street address* 'ENINGS 3645 Mill Lane Peconic NY,11958 3 SHALL BE SET AT FINISHED GRADE,BE LOCKING,TAMPER- PROOF,FLAT,SKID-PROOF,AND BE APPROVED FOR SEWAGE BE CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. I.VERTICAL DEFLECTION OF 1.5 IN. PETE STRUCTURES,WHEN NOT REQUIRED TO BE BROUGHT TO INFORCED CONCRETE(OR EQUAL) ; SQUIRED TO BE USED ON NON-CONCRETE SEPTIC TANKS.THEY BE LOCKING,WATERTIGHT,INSECT-PROOF,AND BE APPROVED No. Description Date ,HAN 60LBS A SECONDARY SAFETY LID OR DEVICE SHALL BE N 4o — ,)VATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE 0 EXCESSIVE CORROSION OR DECAY. r BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING R TESTING METHODS. 14�'OF MERCURY(HG),FOR 2 MINUTES WITH A LOSS OF 10%OR -ILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 ET INVERT AFTER 24,HOUR PERIOD AND LET STAND FOR 10 EL IS HELD FOR 10 HOURS, 3E CONNECTED TO TANKS WITH A CAST-IN-PLACE, !DINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE TABLE CLAMP ANY NEW HOLES REQUIRED TO BE INSTALLED j ALI_BE SEALED WITH ONE(1)-INCH BUTYL RUBBER JOINT STM C-990.JOINTS ALIGNED IN THE SAME PLANE WILL ALSO HAVE OUTSIDE OF THE JOINT, POT AIR SPACE MEASURED FROM THE OUTLETJNVERT TO THE RTMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS AT LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH 5- AL STANDARD 2016.ALL OPENINGS SHALL MEET THE FOLLOWING .----- ,VER ALL INLET AND OUTLET PIPES ,EDA THEY SHALL BE WATERTIGHT Ab CTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE MATERIA CO Tlria cc—UH -requieni-submit- CO ]&L& wmm"i �CESS OPENING TO WARN"ENTRANCE INTO TANK MAY BE FATAL' cparl:, Zent f-en,_ IN STANDARDS ,9S_PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. BE INSTALLED I'STAL ED AT E EL IN ALL LDIRECTIONS DIR C oN 9( LITH IT HA MAXIMUM MNE QUARTER INCH ON MINIMUM 'INCH THCK OR _ y BED 01 PR0PERLYLEVFLED AND COMPACTED SAND(FREE FI' _SHALL BE PLACED AROU14DTHF SEPTIC TANK aA OWTS IN tN SFANDCOM,ACTE IN6_1N HBACKFILL LIFTS8A KILLSHALLBE FREE 0F97 RUCTION DEBRIS.RIS SUFFOLK COUNTY DEPARTME TOFHEALTHSERVICES ,,QWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 4V FINAL GRADE,FOR SEPTIC TANK&IPA OWTS WITH DOMES THE SINGLE FAMILY RESIDENCE ONLY SATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE ME ING WILL BE By PUMPING AT RATES LESS THAN 4.5 GALLONS DATE7/2JQ H.S.R F.N0. ,�Ep HOLE.LE PROPOSED METHODS FOR DEWATERING WILL APPROVED ,F COMPLIANCE WITH NYSDEC REQUIREMENTS FOR Imum OFN$ B":C?*•-O XPjRES4HR_PEYCAPSFRObADA,__Z 9 R PARTS 661,663,686 AND TEMPORARY DEWATERINGRO VA L �ALL BE OBTAINED FROM NYSDEC BY THE CO SUBJECT NTRACTOR. ITH THE ASSOCIATED REGULATIONS,INCLUDING BUT NOT PROJECT )kOLS