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TR-9661A
Glenn Goldsmith,President 'QF S10 Town Hall Annex Michael J. Domino,Vice-President ,`O` ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD O�ITRUSTEES 72 i4bUR� 0klbikctO�`COMMENCEMENT OF THIS ACTIVITIES CIS _#-11i. F "BSC.O ; :t .f:.. _ ..„ ._ INSPECTION SCHEDULE ::> Pre-constr'uc&A fi WbCTe i6Ws#tF i66MAk b-dkajrt 1St day of construction % constructed X When project complete, call for conipliance-inspection; Glenn Goldsmith,President QF SO(/ry -Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams i0 Fax(631) 765-6641 A.ulml BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9661A Date of Receipt of Application: June 8, 2020 Applicant: Gary Comorau SCTM#: 1000-104-7-17 Project,Location: 2060 Mason'Drive, Cutchogue Date-of Resolution/Issuance: August 19, 2020 _ Date of,Expiration: August 19, 2022 Reviewed by: ,A. Nicholas Krupski, Trustee Project Description: Abandon and fill in the existing sanitary system and install a new Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS). _ Findings: The project meets all-the r64uire"ments for issuance of an Administrative 'Permit set forth in Chapter 275 of-the Southold Town Code-. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Jeffrey W. Haderer L.S., last dated May 5, 2020 and stamped approved on August 19, 2020. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees SURVEY OF DESC RIBED PROPERTY TU TE A T CUTCHOGUE ` TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK �,� /•� S.C.T.M. DIST, 1000 SEC. 104 BLK, 7 LOT 17 0,2%ANNUAL CHANCE FLOOD HAZARD AREA(NO BFE„�.,....."---- / rr �lE i5 8 0 15 30 45 60 75 90 105 120 135 FLOOD ZONE AE(EL6) MASONI SCALE: 1 it 30 DATE:JANUARY 27, 2020 EDGE on PAVEMENT / / // / / Cr1RE OVEPHEAD WIRES WNW RIP, /x'OAK ,�;fl \ 1 D UE�� r��"�'—" u��f unuhPecE LOT AREA: 101825 SQ,FT. 2,338 ACRES(DEED AREA) aFUMP K, {�77 515A - _ r 140.00' TRIPLE TR=e _ wr METEil AREA TO TIE LINE:64,579 SQ.FT. = 1.483 ACRES 592.44'(NTS) PETER F'o =ic'aAto"oaK FoiJno oI P'o� � K I �\ o 01f. , �� uPRELEVATIONS HEREON REFER TO NAND 19813"� /1•T"�1KSAND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS �;� ..t Y�K0, 1 I - 1'1 1 I CURRENT ZONING:R-40 I CA 10 2.1OAKS ;fA,�K p DISRERSAL.DEWATE/FING TO BE Q ` C, E ENVMDASPE YSDEC / J cn 207' 7• ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY fo"OAK �/ �' / o, ARE IMPROVED AND SERVICED BY PUBLIC WATER f _ _ �` Ca �A T UNLESS OTHERWISE NOTED AS VACANT •'�ASPrrALrDRnJEwAY Ag"q / `' 200, m� -�+ EXISTING WATER LINE&EXISTING SANITARY SYSTEM LOCATION •24' Q I ♦ _ - AS PER MARK OUT BY OTHERS C31I'OAKS •i u . `NKK'L1B0 R B I J 00 TRIPLE < WIN D L- CONC.APRON TESTNDLB 4, / 012-OAK �', �r' FLOOD ZONE BOUNDARIES HEREON ARE AS SCALED FROM THE -- -------- 70' Q "� F.60A. FLOOD INSURANCE RATE MAP, ^ r a �,?;;..-•-' GAR 611 / MAP NO.:36103CO164 H-EFFECTIVE DATE:SEPTEMBER 25, 2009 ` p If"OAK � Q LIMIT OF MODERATE WAVE ACTION N f 5TORY GF'A'Q ro DOUBLE / 8'OAK C ......------- ....+ <� ti FRAME ? RY k'"�J1d'OAK DWELLING i 0311"OAK 11 FF:T.I' "117 .� LE W000 Lam- �/ D a11aBK BULKNE.AO A/C ON ECEY. 1 WOOD PLAT PROPOSED PROJECT 1. " -+ i 1 OAIK LIMITING FEN E B `"•a /L'J i 'i COVE-RA�o 2NgFC00R �� L N 77 1 WOOD DECK / / PIPE FOUNA !l 80.4 ' S CONC.PLAT f1"OAK R STEPS CoN sTnlo seas TEST HOLE DATA � Sexr;�R;Y /J�aP ,J �' � �sQ00 AN Y L AM /WIGRAVEL (SM) -3.5'EL:0.8' WATER IN SANDY LOAM W/GRA VEL W5�' WATER IN -6.0' ♦�,Q�`Z` / - - �' J �' MIXED SAND ♦♦ 45 / J �� `; W/GRA VEL ♦ G�' / " (SP) -12.0' ° w ♦♦ // �� ti 7 i rn TEST HOLE BORING BY �♦ ' 4P SHAWN M. BARRON M,S. ' // � FEB 14, 2020-2:30 PM ♦ _- ' __ // GROUNDWATER ENCOUNTERED 3,5'BELOW SURFACE GRADE a fro"•$mfL OR u Pope rYAE RNCf•NO,ENWfff}OAUOE ' a �,/ E'MA4 ME"N ON",NO • I •LNN::Vw,,:: M' ,,LYE+CLOT,a.ARAM 40.4 r OR A•PFJI'f0 fQWL WON fRNCEPWT__l_l uNrrsmAfro DP«mD �-oy �m � �� // - �,� 1.NpVfN W4E fEnw:Ef/90AMDfMAX/' N� McS,Y$FACIOf W i n FIL'E.RCLOTY O VER FENCE '. P / AAA-R-+-••- ^ �...-,.��` i }a---�4CM }MLTEP CLC"N iC78t/sTENEO SECUPELY R" . '�}'.E•}AfNON �• �1 1 ON'+EN MO$P_'RJNSNfltmA QO1N AOJOfY �1JNnvq(XINO WIOTNFRRFysq"EE04fALAFPEDEI$IX S V ING+ES AkD PC.OED / ""► NE`iEO AND MATERIAL Ft+CIfOIM1NEN'arLOEf' DE,+ELOPIN TNESILTRI" SECTION Kcvfv WePeN'fn1FN 14 112 / c y y OAS:MAx TML'S7$FAONO) , o p m p 1O1.N`V' x'MINAEn�dAtJR / 0 folm0e NT"mm"'mA DD�Noe MIN wo mfco /� / ko' IK t 19.7 , oo �� �,,.� P�f�,,�I G1�611 EASFMENTAIIRTM;JBSY/R[A/E E AENEr wnoN rNro ePeJ D y/ EYRE 6uJ1[JAUANTEED �Mw/" YV1 W-E55 YWY�rGALLYEvIPENT ATTNE Ih.OfFSETiM OIfAENSlaabl FNCAtN ELEVATION N pOp �, SILT FENCE DETAIL �, �� I I G��� SFAhD JNE6TPJ U°ES TO NE PFCPEWY L'+3 ARE"A 6PEC,'gC b. ' � p;P�JSEANJJSEANL'7'.FRER]RE APE NOT fWNOED'D CTi'I;�F'TNE EPt�TK)N OF£ENGES,flETAINING WAPEAS,ADp'lAI.6,PJCLS FAiAaS ufNPING � a'"b iU AIiLT.VNOS ANG ANY Ori E4 fXW6 i RJLTRJN •- � t� � � \NES �^;„ A�.s5���;�H�T�, 4 °J.kJO�THEN:V YORKSTATF , FQI 6URlFMAPNOTPEARINO �l1 ++ '�'���-^--_����.---.��w.E!/E! wl� I NV 111///��� Tr•ELAN06Y�G,'EYQ45 rMtED SFAL CR •.. A� ,��� 701'6 I a6' E5[VSSED S=AL SNALL NOTBE GCl/SfDERED it PE A VALD TITIECO'Y W �I]• w M �N`A1 C Y�2rT AFERAS�(7NeKA HES NEy ' S 6502�,50f! r 6 y1o33/2a4 V3�ENR;•NENTA f To ME LENiNEKS l+'UTI04 L6TE0 hERE�Vd,Aho p /. iL'ION fER'IlA-WNS A4 "7T,ReNSfFReflE wo� �Yw IC AWf"A,?NSI MTf aY5 1[j r ` ol-1APPROVED . CERTIFIED T0:GARY COMORAU BOARD OF 1 RUSTEES TOWN OF SOUTHOLD DATEJOB NO.:2020.103 GUST_ l41 ZoZO MAP NO.: FILED: BENISONS: LOCATE MARKOUT& �t �f CRu4w'hSS +'�" /� MAPEX. WATERLINE&SANITARY PROPOSED SAKITA, N SE( " / Iff � — LOCA X. WATER LI BEV. EX. WATER LINE LOC. 3111/2020 PLOT FLOOD ZONE 3/12/2020 OF N`t- SEE SEPERATE ENGINEER PLANS BY OTHERS FOR ADDITIONAL DETAILS ADD PROP, SAN DESIGN&CX FOR t� .� y NYSDEC APPLICATION 3/31/2020 Co -_ REV, TAX LOT NUMBER&REV, PROP, ' VENT FOR I/A OWTS THROUGH ROOF SAN. LAYOU75/5/2020 . VENT PIPES SHALL EXTEND A MINIMUM OF 61NCHES �; a ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL ' HAVE A MINIMUM HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED PORTION OF THE ROOF, JUN �� O 0 �O�O POWER SUPPLY U m CONNECTED TO j O'}e AA�•rJ505'� 10 r DEDICATED 115 VOLT AC,SINGLE-PHASE,(1)15 AMP AIR INTAKE WITH CARBON FILTER S, CIRCUIT BREAKER AND(1)20 AMP CIRCUIT BREAKER MIN 18"ABOVE GRADE;36"MIN FROM WINDOWS OR DOORS �DLJANO ON HOUSE PANEL SEPTI-TECH STAAR 0.75 GEOMAT 39" HOUSE PROVIDE TRANSFER SWITCH FCR GENERATOR I/A OWTS IN 1500 GAL W/PRESSURIZED _ CONNECTION CONCRETE TANK W/ WATERPROOFING 2"EXIT, B SCH AO LATERAL LINE, CONTROL PANEL TRANSITION TO 1.5'I BCH 40 FFL EL 7.4' i W/1'RISERS REGRAdE AS NEEDED, I I } MIN EL,6' � PRESSURIZED TRANSIT PIPE I EL,4,7'+/- FEMA FLOOD I I ;! EXIST,GRADE l; BCH 40 3.0'MIN, FILL JEFFREY W. HADERER L.S. 1 EXISTING LICENSE NO.050538 CRAWL » vl..... .. C.O...-..« P .+ .......A. aloPE vs Mhx GRADE; ZONE AE 6' „ EL.A'+/• REGRADE EL.b.1' I• � I SPACE I - EL,41 fit q� HIGHEST _ - --- -- I - 1 EXPECTED ---- I t UA OWT GROUNDWATER EL 0.6 j r lino rant �! :I o- 1 ...._ �-�_ i_ I y � ' I I ' y EL.0'+/- to W,ATi.I'f'1;OOI .�) ; T —� ��w0 GIFOIJNDNATERTED ' � § a 7T[ylN�'n�'KS EL. LAND �+Tr �/T�r/''+ NEW EXIT:4"WASTE k u N .[.�`ND SUR Z_t Ll�tl CAST IRON WITHIN 2' � .r ;' O FROM FOUNDATION j M REPLACE EXISTING SOIL W/SAND AND GRAVEL SUCC9SOR TO HAADS 0,YSURbEIIAG A9ARTI.VD.HAND L.S. WALL,CONTINUED TO ABOVE SP OR SW SOIL LAYER,-6' 188 W MONTAUKNIGNWAY UNIT E3 (OR SDR40CLASS 0 OR SDR 35, �+ U o + W o H.9MFTONBAYS, NSW YORE('11946 M (O PER 12"SLOPE MIN. n O + Lo �i 0 r ALL GROUND SURFACES WITHIN 20'OF I/AOWTS o n a TO BE ABOVE EL.3.38' (V)631-369-8312-(F)631.369-8313 o li. o �' 6"MIN.PEA GRAVEL OR SAND ema1L'twinforkslandsua a vahoo.com a COMPACTED BED COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOTBEARING THE LAND SURVEYORS INKED SEAL OR EMnOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE. Glenn Goldsmith, Prr lent � � Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 A. Nicholas Krupski Southold, NY 11971 Greg Williams i Telephone (631) 765-1892 �P, Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ;10 Date/Time: Completed in field by: Glynis Berry, AIA on behalf of GARY COMORAU requests an Administrative Permit to abandon and fill in the existing sanitary system and install a new Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS). Located: 2050 Mason Drive, Cutchogue. SCTM#: 1000-104-7-17 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N� Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland 'Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith k.Z N. Krupski G. Williams Other SANITARY SYSTEM DESIGN: GENERAL CONDITIONS: ABBREVIATIONS: #OF BEDROOM: 4+1 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, studio a/b architects AREA OF DETAIL ' ,� & AND PRIMARY/TREATMENT SYSTEM: I/A OWTS REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY IN ACCORDANCE TO THE SEPTI-TECH STAAR 0.75 CATEGORY 1 ' @ AT ( ) MANUFACTURER'S INSTRUCTIONS. oeFE� �'�'- �-------- ----- � 651 West Main Street, i o B.C. BOTTOM OF CURB I/A OWTS CAPACITY REQUIRED: 550 GPD Table 3 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 AREAkN 1� MENT i Riverhead NY 11901 t0OD�' _ EpGE�FP Lit#VTItINe°ep CO BOTTOM OF WALL I/A OWTS CAPACITY DESIGNED: 750 GPD ARTICLE VII SEPTIC INDUSTRY BUSINESSES AND ENDORSEMENT J INNOVATIVE AND ALTERNATIVE ^ NNU�P�••cµANCEF -�-� H A i �\ I w��P�TE� � CONC. CONCRETE ( ) ( 631 591 2402 02�oA pPE Pp1ER C.O. CLEAN OUT LEACHING SYSTEM: PRESSURIZED SHALLOW DRAINFIELDS, USING 39"WIDE TREATMENT SYSTEM INSTALLER)THROUGH THE SUFFOLK COUNTY DEPARTMENT OF LABOR, 631 323 1426 ,PUMP * LICENSING AND CONSUMER AFFAIRS PURSUANT TO SUFFOLK COUNTY CODE 563-79 II J THE glynis@studioabarchitects.com O l I DB DISTRIBUTION BOX GEOMAT BY GEOMATRIX SYSTEMS , § O O• �N _ ' , 9 DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE FLoodZ°NE o , C 9 E or ELEC. ELECTRIC REPLACE SOILS WITH CLEAN SAND AND GRAVEL ABOVE EXISTING SP LAYER,ALSO MA I LICENSE HOLDERS. mailing address: J' f IG ELEV. or EL. ELEVATION FILL TO REQUIRED ELEVATION. GEOMAT TO BE INSTALLED DIRECTLY ON FILLED SP OR PO Box 444 3.ALL INSTALLED I/A OWTS AND PRESSURIZED SHALLOW DRAINFIELDS ARE REQUIRED TO HAVE AN Orient NY 11957 G GAS SW SOILS. HDPE HIGH-DENSITY POLYETHYLENE 592 E01 I/A OWTS INNOVATIVE AND ALTERNATIVE PERCOLATION TEST NOT REQUIRED FOR SW OR SP SOILS. INITIAL 3-YEAR WARRANTY. ONSITE WASTEWATER FOR CATEGORY 1 I/A OWTS ON SAND AND LOAMY SAND,A PERCOLATION RATE TO BE 4 ALL INSTALLED 9 .A I/A OWTS AND PRESSURIZED SHALLOW DRAINFIELDS ARE REQUIRED TO HAVE AN 4 ,• P `AttORNE`NAY, ^�` TREATMENT SYSTEM 1 -5 MIN/IN,WITH AN ALLOWABLE APPLICATION RATE OF 3 GAUSF/DAY AS PER �13ACTIVE O&M OPERATION AND MAINTENANCE AGREEMENTS BETWEEN THE PROPERTY OWNER AND O o O INV. INVERT MANUFACTURER HANDBOOK FOR SUFFOLK COUNTY. ( ) PROPOSED I/A OWTS spH TEsT !mow \ e�1 �` 57605700 y LG LEACHING GALLEY THE SAME SERVICE PROVIDER. AND PRESSURIZED \ 0 9 HOvV_ J*,,.oma \ � 125_ --- 11�j'� r C7 LP LEACHING POOL REQUIRED LENGTH FOR EFFECTIVE WIDTH 39 INCH WIDE GEOMAT: 03 SHALLOW DRAINFILED 224 E` 4 �� �^ j o ' " ;� 98 110 GAUDA x 5 BEDROOMS= 550 GAVDAY AS PER 5-110 A2 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK COUNTY i 550 G MAX. MAXIMUM ( ( ) O sc MIN. MINIMUM DIVIDED BY AN APPLICATION RATE OF 3 GAUSF/DAY= REQUIRED AREA OF 183 SF. DEPARTMENT OF HEALTH SERVICES). �� „a" -� Ft, Sc! , N.T.S. NOT TO SCALE 183 SF/3.25 FT(39 IN/12 IN = 56.4 FT pC PpE°� I iso �`c �� m ° 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED REQUIRING; oN e sqt ,9ii 70 PROP. PROPOSED 50/o EXPANSION REQUIRED = 28.21 LF REQ. REQUIRED SYSTEM REPLACEMENT IN EVENT OF FAILURE' O&M REQUIREMENT'ACCESS TO DHS 04, SCDHS SUFFOLK COUNTY DEPARTMENT DESIGNED: (3) ROWS EACH OF 19 FT;TOTAL LENGTH 57 LF INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT SCDHS °ERA WAVEFCSION\ 15Z ' °gK -* � 6/c O 50% EXPANSION: 2 ROWS EACH 19 LF' TOTAL LENGTH 38 FT. DEEMS NECESSARY. m TE coRP w�°°o i ��, ti I OF HEALTH SERVICES O coN 2S X, ��r < 1/8 INCH HOLES WITH ORIFICE SHIELDS SPACED 1.5 FT APART ?J \�OFMR 9� T - 90, b, i oqT FR U, m ST SEPTIC TANK Owner: (P t`M °='Oce° coNc. ? I o T.O. TOP OF 13 HOLES PER LATERAL; 39 TOTAL 7. PERFORMANCE STANDARDS: I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR oa�'92 &TE Nc• i °00 rn TOTAL NITROGEN OF NINETEEN (19)MG/L OR LESS. 4 mo stAe i M ad T.C. TOP OF CURB Gary Comorau TW TOP OF WALL DOSE VOLUME: m -I EXISTIN 9,�• o � __ ___ _ __ _ - REQUIRED MAX: 0.25 GAUDOSE X 185 SF 3 x 3.25 x 19 L--------__-- _ ____J - - W WATER ( ) SEPTIC/TREATMENT CONSTRUCTION CRITERIA: SITE PLAN BASED ON A SURVEY �,..� - GK�O , oma"-SaNtrARY- r80 w rn W/ WITH = 46.31 GAL(SCDHS RESIDENTIAL STANDARD 5-110 F 6 b) % 'CBP , °� SYSTEM TO BE S' `� I 1. SEPTIC/TREATMENT OF DESCRIBED PROPERTY SITUATE AT 15 SE �S m° ABANDONNED DESIGNED:30.0 GAL/DOSE I CONCRETE SHALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY WITH ASTM C-1227-10A, CUTCHOGUE,TOWN OF SOUTHOLD, \ \IPOW ��� A I FREQUENCY: 550 GPD/30 GAUDOSE= 18.33 DOSES/DAY, OR EVERY 1 HR AND 18.6 MIN. SUFFOLK COUNTY, NY �4F RUN TIME for 30 GAUDOSE:30 GAL/13.1 GAL/MIN= 2.3 MIN, OR 1 MIN 13 SEC. "STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" LIBER 11950 PAGE 361 ,'44,°6^� CONTROL PANEL DISTANCE BET. DEMAND PUMPS: 0.83'X 10'X 4.5' = 37.3 CF/IN IN HT.X 7.48 GAL/CFII ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL RESIST AN BY JEFFREY W. HADERER L.S.LICENSE \ ,/�v°`^ I WITH MAIN SERVICE 279 GAL/IN IN HT/ 30 GAL= 9.3 IN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). NO. 050538 \ '� � r r► DISCONNECT III. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE Q�° OF TWIN FORKS LAND SURVEYING T 631 �� � � I rn ON PEDESTAL PUMP: INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS"AMERICAN NATIONAL 3698312 Z s'^ ° �j cn CAPABLE OF DELIVERING 13.1 GPM AT 8.8 TOTAL DYNAMIC HEAD STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI Z1000-2007 AND ANY UPDATES THERETO. �' "' ' `�� GJ�� I GOULDS PUMP LSP03 IV. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND DISPLAY THE property Tax Map#: 188 W. MONTAUK HWY, UNIT E3, � S cn --- 5/4 X 6 CEDAR ( ) 1000- 104-7- 17 HAMPTON BAYS, NY 11946 r� � rs� ° -v FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF THE TANK: y BATED JANUARY 27,2020 9 \�'' e� rr< DECKING 1. MANUFACTURER NAME OR LOGO y o_ m 3 18"W X 16"H +/- site street address: + 0 2. CAPACITY AND NUMBER OF OPENINGS UPDATED: MAY 5,2020 �\ o o DISTRIBUTION CALCULATIONS 2050 MASON LANE CERTIFIED TO: GARY COMOREAU u,0 /co' m _ �,_. TRANSIT DIA.: 1.5 IN 3. MAXIMUM DESIGN LOAD CUTCHOG UE, NY 11935 MANIFOLD DIA.: 1.5 IN 4. THE DATE MANUFACTURED. 2 ,h LATERAL DIA.: 1 IN V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE LOCKING,TAMPER- #ORIFICE/LATERAL: 13 RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE APPROVED FOR SEWAGE #LATERALS PER ZONE: 3 USE. COVERS AND RISERS SHALL BE CAPABLE OF WITHSTANDING A TRUCK WHEEL LOAD (36 S IN. #OF ZONES: 1 OF 2500 LB FOR 60 MIN WITH A MAX.VERTICAL DEFLECTION OF 1.5 IN. 4X4 ACQ POSTS SIZE OF ORIFICE: 1/8 IN VI. ALL COVERS FOR PRE-CAST CONCRETE STRUCTURES,WHEN NOT REQUIRED TO BE BROUGHT TO `'� 24"SUBMERGED TO GRADE, SHALL BE OF PRECAST REINFORCED CONCRETE OR EQUAL 3 VII. HEAD AT LATERAL END: 3 FT (2.3 FT REQUIRED) SOIL, MIN. LATERAL LENGTH: FT HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE SEPTIC TANKS.THEY SHALL BE SET AT FINISHED GRADE, BE LOCKING,WATERTIGHT, INSECT-PROOF,AND BE APPROVED LIF -2 38 ACRES ° � ELEVATION T: 5.0 FT LOT AREA 101,825 SQ.FT. 3 \ �jnJ 11 No. Description Date (DEED AREA) SJ� �P�' /�\. / TRANSIT TOTAL: 28.0 FT FOR SEWERAGE USE. AREA TO TIE LINE:64,579 SF- 1.483 ACRES \ cn o m .�0� /p�` �� UNDERGROUND LINES MANIFOLD LENGTH: 10.5 FT VIII.IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE SHALL BE ELEVATIONS HEREON REFER TO NAVD 1988 \ o z 00 O��' t �� 24" MIN. BELOW GRADE PROVIDED. AND ARE THE RESULT OF ACTUAL FIELD _ m 10" O MEASUREMENTS m ��/ O�� ��Q Other Notes: 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND DURABLE CURRENT ZONING: R-40 1 `''-- o F�'O / ���� Pressurized SOIL TREATMENT UNIT MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. ALL PROPERTIES WITHIN 150'OF SUBJECT Z �. CONTROL PANEL INSTALLATION 1. ALL PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF THE LATERAL SHALL A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER USING �� EITHER VACUUM TESTING OR WATER TESTING METHODS. BOUNDARY ARE IMPROVED AND SERVICED \ - - - N /�,� DIAGRAM BE PRESSURE RATED SCHEDULE(SCH)40 POLYVINYL CHLORIDE(PVC) OR BY PUBLIC WATER UNLESS OTHERWISE EQUIVALENT AND MEET ASTM STANDARD D-1785 WITH PRESSURE FITTINGS. I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF 10%OR NOTED AS VACANT \ -� / Cj� CO N.T.S. 2. TRANSPORT/MAIN MANIFOLD PIPING OVER UNDISTURBED TRENCH BOTTOM WITH LESS. 1 ��� cJ BACK FLOW TO TANK(1/16"/LF). II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 19 _ _ 4* ,`!G� HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 1p! �"' �' a m 3. A CHECK VALVE SHALL BE INSTALLED JUST ABOVE THE PUMPS BEFORE THE ��v S 88°2810911 VV 70,161 31 Q' TREATMENT FIELD. PROVIDE PIPE DRAINAGE EITHER BY USE OF A SOLENOID VALVE HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. SITE IS IN FLOOD ZONE AE 6 �c� �� , cLrp. GROUND ELEVATION 4.3 B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT,SEALED AS PER FIRM FLOOD INSURANCE MAP# \ ��,� (OPEN WHEN THE PUMP IS OFF) OR BY INSTALLING A WEEP HOLE 114 TO BE PLACED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL PROJECT S ADJAISED 9/25//2009 CENT TO AN"OTHERWISE S1 �0 Vv�� �� o`�� ��OAFTER P SANDY LOAM SENSORSE CHECK VALVE IN THE PUMP TANK,WITH SPRAY DIRECTED AWAY FROM RETRACTABLE CLAMP. FOR CONCRETE TANKS,THE FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND PROTECTED AREA ESTABLISHED 11116/1991" �� °� � \� /�� SM W/GRAVEL 4• PUMP TANK TO HAVE BOTH HIGH-WATER ALARM AND PUMP CONTROLS AND LOW- ANY NEW HOLES REQUIRED TO BE INSTALLED ONSITE SHALL BE CORE-DRILLED. S�� / 5 WATER AND REDUNDANT OFF CONTROL.WITH A DUAL PUMP SYSTEM THE HIGH LEVEL C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE(1)-INCH BUTYL RUBBER JOINT AND EXPERIENCES MODERATE WAVE E�a^ �E� E aEE E,���E SEALANT WHICH CONFORMS TO ASTM C-990.JOINTS ALIGNED IN THE SAME PLANE WILL ALSO ACTIONa \ EL 0.8' _ _ -3.5' SHALL ANNUNCIATE THE ALARM AND START THE SECOND PUMP. S. DUAL PUMP SYSTEMS SHALL HAVE AN ELECTRONIC CONTROL TO ALTERNATE HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE JOINT, °" °°°°�° ° T�11-AP��'QR o SM WATER IN PUMP SELECTED AS LEAD PUMP. h^ D" eTOBULp�µY ME- SANDY LOAM 6. THE PRESSURE HEAD NEEDS TO BE MEASURED IMMEDIATELY AFTER THE 3. THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT TO THE S,C,T,IVI, DIST, 1.000 SEC. 104 BLK.7 LOT 17 _ -6•0w/GRAVEL INSTALLATION OF THE PRESSURIZED DRAIN FIELD AND RECORDED AND LEFT ON SITE BOTTOM OF THE TANK COVER. WATER IN 8. FINISHED GRADE OF PRESSURIZED TREATMENT FIELD SHOULD BE 8-12 INCHES (CONTROL PANEL). - - 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ACCESS 15 } 0 IJ JU f r 60 1� �0 105 120 13�J 7. TREATMENT FIELD TO BE FROM TREE AND BUSH ROOTS. COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN COMPLIANCE WITH MIXED SAND W/ ABOVE THE ELEVATION OF ITS INFILTRATIVE SURFACE AND SHOULD BE MOUNDED TO 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: SITE PLAN SP GRAVEL COUNTER SETTLING.ADJACENT LAND SURFACE SHALL MAINTAIN THE SAME A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES 1 = 401-011 ELEVATION FOR A DISTANCE OF 3 FEET FROM THE TREATMENT FIELD EDGE,WITH A TRANSITIONAL SLOPE NO STEEPER THAN 3:1. B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT -12.0' 9. ORIFICES IN THE DISTRIBUTION LATERALS SHALL BE DRILLED IN THE BOTTOM OF C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE THE PIPE AND FITTED WITH ORIFICE SHIELDS. MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN"ENTRANCE INTO TANK 9 ALT. FOR INFILTRATOR. ORIFICES IN THE DISTRIBUTION LATERALS SHALL BE MAY BE FATAL" / �\\�l TEST HOLE DRILLED FACING UPWARD WITH EVERY FIFTH AND LAST HOLES FACE DOWN AND BY SHAWN M BARRON MS FITTED WITH ORIFICE SHIELDS. S. HIGH GROUNDWATERADDITIONAL TANK WATERPROOFING DATE: FEBRUARY 14, 2020 ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL WATERPROOFING: 10. THE END OF EACH LATERAL WILL HAVE A CLEAN OUT WITH A SWEEP ELBOW A. ADDITIVE TO CONCRETE MIX ZYPEX OR EQ. SOIL EXCAVATION/FILVREPLACEMENT VOLUMES: �' I (NOT 90°)WITH A MALE ADAPTOR AND SCREW CAP. ( ) I oLE HIGHEST EXPECTED GROUNDWATER B. WATERPROOF COATING ON THE EXTERIOR OF THE TANK CONSEAL CS 55 OR EQ. EXCAVATION: �- tit#1 U1�u�P 11. LATERALS CAN BE NO LONGER THAN 50 FEET. ( ) SEPTIC AND IAOWTS TANKS:86 SFX 6 5'D=559 CF/27=20.7 CY -�' f ( METER ELEVATION 0.8 w�1t� 12. A SOD OR SEEDED GRASS COVER SHALL BE INSTALLED ABOVE THE TREATMENT. EXCAVATION TO REPLACE SOILS BELOW LEACHING FIELD: ON SANE Nz SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS 15'x24.25'=364 SF X 6'D=2,183 CF/27=81 CY _,- mpls OFPAVEME ///// / ASR (NO MOW MIX BYCALIFLOWERASSOC. RECOMMENDED) NOTE:CLEAN SOILS EXCAVATED ABOVE MAY BE USED TO FILL '"" EDGE ///// / EADwIRES P0�P 13. ALL PRESSURIZED FIELDS SHALL REQUIRE LATERAL FLUSHING/BOTTLE BRUSH 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. ABOVE TANKS AND LEACHING MAT. 'HARD SEP IN°BFEI / / �R1P� �RE�- \- \ f NO WAMP TEST HOLE DATA TREATMENT AT LEAST ONCE A YEAR. 2. THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS ` � PU 4 (WITH A MAXIMUM FILL: - TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH ON A MINIMUM 3 INCH THICK OR CEN PEA GRAVEL RAVEL27NDE6R YANKS: �p2o/oANNUAtCHANCEp10O° __ ///////// ///// \ pOUBUS ��0'0 "� '� LOCA ION FOR DEWATER G i NTS MANUFACTURER'S RECOMMENDATION BED OF PROPERLY LEVELED AND COMPACTED SAND FREE 86 / _ ! DISPERSAL.PE ATERING TO BE � ) CLEAN SAND/GRAVEL(SP OR SW)UNDER // GU�W�RE \ EXECUTED At P R NYSDEC\! FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK& I/A OWTS IN LEACHING FIELD:81 CY L1PA#2 51,50„E - - / O �y SUCH A MANNER AS TO AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE 12 14 ;2 OAKS STANDARDS ,\ y 2 G CLEAN SAND/G RAVEL TO FILL CESSPOOL: SOAK 1 S O_ AK = =_-r 1i"oAK �i / Ott p y0 OF LARGE STONES, STUMPS,AND CONSTRUCTION DEBRIS. 3.14 X 16SF X 12'=603 CF/27=22.3 CY Go c•R�NG -} i/= --- � 10"°AKa v� LOW SILLT O RAISE 28D27 ABOVE 3. sPU�P ,� 15 '� 11� \ I ,� \ O� �� 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK&I/A OWTS WITH DOMES THE LEACHING FIELD:364 SFX 0.83'=303.3 CF/27=11.2 CY ELEc m o AKN zm ®� 2-12°PKS l \ C� O� 18'-0"MAX. C• tO C U TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO AND HALF FEET OR LESS THAN ONE TOTAL FILL NEEDED: 36.1 CY METERv, INSTALL 20 LONG, - , �� OL 'C1 TOTAL EXCAVATED ON SITE:101 5 CY 3.Ow y i I� N SUBSURFACECO FOOT BELOW FINAL GRADE. REMOVE 65.41 CY NQS\ o ° g 0' �' �� "oP \ OT BARRIER / i N �'� O¢ 4. HIGH GROUNDWATER THE PREFERRED MET 5924 l 1 50% EXPANSION i = - g 1 REGR�DE ARQUN TREE , N HOD OF DEWATERING WILL BE BY PUMPING AT RATES / . 511 ' 40"° S rtHAT GROUN LEVEL / LESS THAN 45 GALLONS PER MINUTE FROM AN ADJACENT DEEPER HOLE. PROPOSED METHODS FOR (3)TREES TO BE REMOVED �' : _ �A 10"° ' I,`, n =w 16 I ABOVE 3.18 O y< (7 DEWATERING WILL NEEDS APPROVALS AND EVIDENCE OF COMPLIANCE WITH NYSDEC M\N -- - ,�- -c� J - J PROJECT 5 / TEMP. SILT FENCE \ p O / 1 �o W_ REQUIREMENTS. (3) ROWS OF GEOMAT, BY GEOMATRIX t_ 19.0 S, O y< ) j f =L_ SYSTEMS INC, EA. 19' LONG - - \N AY / / TR�P�K \O 2 y` j /� 41 1p' HAt1oRwEw - ,-12 °P �( y HIGH GROUNDWATER DEWATERING NOTES: Innovative a n d o _�� A.6 1 o K " ASP / oo�g� ; �\ FOR ACTIVITIES REGULATED BY 6 NYCRR PARTS 661, 663,666 AND TEMPORARY DEWATERING SUBJECT G /o EXPANSION: (2) ROWS OF O H01.E % ^ \ �O� TO PART 602, PERMIT SAP-1-17-001 SHALL BE OBTAINED FROM NYSDEC BY THE CONTRACTOR. Alternative Onsite GEOMAT, EA. 19' LONG ( ', ', � � 11 OAK F ALL ACTIONS SHALL BE COMPLAINT WITH THE ASSOCIATED REGULATIONS, INCLUDING BUT NOT OVERHEAD WIRES �, L. 5. '+ , ^'E"" �/ '; --�_- \ tt�.0 LIMITED TO: Wastewater / 8^OAK �I' � I\, I� \ A. INSTALLATION OF EROSION CONTROLS �/ �/astewater Treatment x� Ugte B. NO DISTURBANCE OF VEGETATED WETLANDS DECORATIVE WALL TO PROTECT 5'M\N` ,p w / °°_ K PERSPECTIVE VIEW C. NO CONSTRUCTION DEBRIS IN WETLANDS OR ADJACENT AREAS System (I/A OWTS) TREE TRUNK TW 5'BW 4' ,`� i 4 DOUBLE r\ oA D. NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE 1.5"PUMP BACK LINE �� G 1� °PK ��^OAK �,` WETLANDS OR WATERS OF NYS.ONLY WATERTIGHT FORMS TO BE USED.WET CONCRETE SHALL 2050 Mason La NOT BE POURED TO DISPLACE WATER WITHIN FORMS. CONTROL PANEL R ON ELEV /� 36" MINIMUM 2 x 2 E. NO TOXIC MATERIALS ° S �c FENCE POST W AIR INTAKE W/CARBON FILTER w000 F. ALL EQUIPMENT AND MATERIALS SHALL BE STORED IN WORK AREA OR 1 00' FROM WETLANDS OR Z�$ �, R�N1E Pu'' , �1_3 MIN 18"ABOVE GRADE; 36"MIN FROM WATER BODIES. �/ w G. DISTURBED AREA TO BE SEEDED AND MULCHED WITHIN TWO DAYS OF FINAL GRADING. '' WINDOWS AND DOORS �_-j oN cONc' / =oma >. 11^oAK �` WOVEN WIRE FENCE H. NYSDEC MUST BE IMMEDIATELY NOTIFIED IF A PETROLEUM ODOR OR SHEEN IS DETECTED DURING Q ,_SEw A��AG SIRE t � I O10/10 E� x OAK m (6 x 6 - 10/10 WWF) EXCAVATION. WHEN REGRADING, MAINTAIN EXISTING" oFMpD = . a T' GRADE NEAR TRUNKS OF TREES L�MIi 2NOFLooR / �� I. THE DEWATERING OPERATION SHALL BE CARRIED OUT BY A WELL DRILLER DULY REGISTERED IN J. IL Q 152 COVERED OD i z ACCORDANCE WITH SECTION 15-1525 OF THE ENVIRONMENTAL CONSERVATION LAW. At- DECK 19 O m CONC PATO w° FILTER CLOTH 2 J. DISCHARGE SHALL NOT VISIBLY INCREASE THE TURBIDITY OF THE RECEIVING WATER BODY OR F N 70 TEMPORARY SILT FENCE v ,� ��o o RESULT IN SCOUR, BY USE OF GEOTEXTILE FILTER BAGS,A DIFFUSER,OR OTHER APPROVED I/A OWTS Layo N 2� Nemo cPLA� Q� ^ Stop N METHODS. \ 90 CON TEPS � �' E K. OBTAIN AUTHORIZATION OF OWNER OF THE MUNICIPAL STORMWATER DRAINAGE SYSTEM PRIOR POWER SUPPLY CONNECTED TO m o & TO DIRECTING ANY DEWATERING DISCHARGE TO THE SYSTEM. G DEDICATED 115 VOLT AC, SINGLE-PHASE, (1) co� ' Cn 15 AMP CIRCUIT BREAKER AND (1)20 AMP �s-.` ' o EMBED FILTER CLOTH GRgOE THE METHOD OF DEWATERING AND THE APPROVALS SHALL BE GIVEN TO THE DESIGN PROFESSIONAL CIRCUIT BREAKER ON HOUSE PANEL T_._.-.__. Project number 1959 PROVIDE TRANSFER SWITCH FOR \ �� m� MIN. 6" INTO GROUND BEFORE CONSTRUCTION BEGINS. GENERATOR CONNECTION ~� ' U Z GENERAL NOTE Date 6/4/2020 HOUSE PANEL IS LOCATED IN BEDROOM \ 4" 2 Drawn b EXISTING SANITARY SYSTEM TO BE ABANDONNED, - 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: y GB d REMOVE COVER/, PUMP,CLEAN FILL WITH CLEAN SAND/GRAVEL `,-° -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. LI�)! ) Checked by HA 0- -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. M SECTION DETAIL - HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. N -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES cw• -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION 0 I/A OWTS LAYOUT 1 Stormwater Silt Fence Detaiils, Southold C . 0 N N.T.S. 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. IT 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS EXIST. Scale As indicated �5_ iwlc ow evel Float BUOYANCY CALCULATION VENT FOR I/A OWTS THROUGH ROOF (White) CALCULATION ASSUMPTIONS: studio a/b architects VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES Control Power High evel Float Concrete Density= 150 Ib./ft3 ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL 11 C wI c (Yellow) Saturated Soil Density= 110 Ib./ft3 651 West Main Street, HAVE A MINIMUM HORIZONTAL SEPARATION OF 12 15 Am� Water Density= 62.4 Ib./ft3 Riverhead INCHES TO THE SLOPED PORTION OF THE ROOF. Disc arge Pump Groundwater Level: , NY 11901 STAAR POWER SUPPLY Pow eed Control Panel (Clear) For Concrete Tank,calculate with water to the Highest expected level of 631 5912402 4 CONNECTED TO Pump 631 3231426 Retur Pump Groundwater. 631 3@ 1426 abarchitects.com DEDICATED 115 VOLT AC, SINGLE-PHASE, (1) 15 AMP AIR INTAKE WITH CARBON FILTER 115 VAC (Black) Calculate with the tank empty CIRCUIT BREAKER AND 1 20 AMP CIRCUIT BREAKER MIN 18"ABOVE GRADE;36"MIN FROM WINDOWS OR DOORS 20 mp Soil weight above tank shall not be included in the calculations ( ) mailing address: � Apply 1.5 safety factor ON HOUSE PANEL Recir ulate Pump PO Box 444� SEPTI-TECH STAAR 0.75 GEOMAT 39" SINGLE LINE DIAGRAM HOUSE PROVIDE TRANSFER SWITCH FOR GENERATOR L OWTS IN 1500 GAL W/PRESSURIZED STAAR 0.5_0.75_1.0 (Red) STAAR 0.75 Orient NY 11957 i CONNECTION NCRETE TANK W/ 1"SCH 40 LATERAL LINE 115 VOLT Construction: NOTE: EXIT ON SIDE 2" EXIT ' i ATERPROOFING SCH 40 NOTES: 1500 gal Rectangular Septic Tank BY DIAMOND PRECAST H10 i 1 CONTROL PANEL "T"WITH FILTER V RISERS TRANSITION TO 1.5' Pre-Tank weight:FFL EL 7.4' ! MIN EL. 8' PRESSURIZED REGRADE AS NEEDED 1)All Wiring to the tank should be minimum g tank 11,068.62 r TRANSIT PIPE EL.4.7' +/- #14 AWG THHN or TFFN unless otherwise noted. baffle 1,106.62 lid 2,995.71 FEMA FLOOD ! EXIST. GRADE REGRADE EL. 5.1'+/- AVY DUTY, - .„,.,„•x.,," r 24 von x-230 VAC w/N� tT i Total Tank weight: 15,170.95 lbs. ZONE AE 6' EL.4'+/- CKING COVER 0 EXISTING V -" •„ """"" Chimney 1.77 ft3 CAS IRON SCH 40 FILL control Panel ! 4 - - �" 7_'Im vac - - - - - RADE(TYP.) SLOPE 1/3 MAX GRADE, .. -0 s CRAWL , COEL 4' o..o .. _ 1.77 ft3 SPACE- - - --- /- .o� e ee cl; ;; ., .�..,,n,.. r-e 9 Chimney weight 530.14 lbs. r � � .I C - - - =- -------- =--------------- - -- �`� 115 VOLT VERSION !I:, I„ ��, „» :__ Cast Iron Covers 200 lbs a a�z ass -a HIGHEST - - - - - � _ _ ,,,� �," la„_,a, TOTAL WEIGHT,Pre-Tank 15,901.09 lbs. Box 1 EXPECTED i r M ^" I/A OWTS .I _- ,- VIII( ;_;.a I• Pr°cesaing Tank ' ti" ...° I M O ,7 GROUNDWATER - l• � I,"...r... orool .., 1 1500 GAL - - - 1,- UPLIFT FORCE - I _ l Owner. r„ r1 °'ll - - - - - - - SEPTIC TANK - - - _'I-I;' 7:- c�a-� - - - hi , o Volume of Water Displaced 163.84 fill ¢m> HIGHEST EXPECTED ! h Z z GROUNDWATER 115 VAc� + WATERPROOF I;;, I:- Uplift Force by Water Displaced 10,223.62 lbs.EL. O /- N o o `"' Gary Comorau NEW EXIT:4"WASTE > z Q 2 a EL.0.80_0 ,r.., CAST IRON WITHIN 2' o O «r.,., "° - ��II �J„ ..,,.." "., „°,,, -0- BUOYANCY CALCULATION c� o_BARRIER TERMINAL Pre-Tank FROM FOUNDATION O ih J REPLACE EXISTING SOIL W/SAND AND GRAVEL °°' ��°"^ O Total Weight= 15,909.09 lbs. WALL, CONTINUED TO + W ABOVE SP OR SW SOIL LAYER 6 -- - ' + CLASS 2400 OR SDR 35, + _+ I y z F- - - °'Ill ••,°•," Uplift Force= 10,223.62 lbs. OR SDR40 + o + 2 w m _" NU IL -, °xo .. .' + Q O Q Negative Buoyancy 5.677.48 lbs. w rz ( ) o in cv - _ " , - »'^ PP Weight-Uplift Ratio= 1.56 >= 1.5 OK O + O ALL GROUND SURFACES WITHIN 20 OF I/AOWTSi users ed Power M z 1/4 PER 12 SLOPE MIN. - <r = A (� (V (V 1 Control Po. Pump t All Wir' to the took should be m -'4'• 115 c oSr Am 0 oo 0 �! TO BE ABOVE EL. 3.38 P°w<r � TH P m°R The concrete tank complies with Suffolk County requirements. J '15 Amp 115 VAC s wise , n, •"•" ❑ IJO VAC® `Am O O J J 0 w x/14 AWU THHN or TFFN unles other noted W T F- Y CV Lu F- Y W , Ir..' J - p > w z w z 6"MIN. PEA GRAVEL OR SAND Am ❑ ��el<r n "m°'"/"°°Ir< Z 0 Z O Q -i > Z O Q > Power Feed ❑ orakr m F- w z m F- z COMPACTED BED 115 VOLT STAAR ��„ property Tax Map#: INSTALL STAAR 05_0]5_1 0 ❑ Ultmvl°let Sterllrzc Iron 05/0)5/10 ❑ Noaem 1000- 104-7- 17 n SECTION DIAGRAM n SeptiTech STAAR Electrcal Diagrams site street address: U 3/16" = 1'-0" U NTS 2050 MASON LANE CUTCHOGUE, NY 11935 f ; 500 GAL.TANK ROTH RMT500 No. Description Date rl OR BLADDER G; OR EQ. 1.5" PUMP-BACK PUMPED HEAVY DUTY o- NOTE LAYOUT PLAN,THIS INSTALLATION USES ' FROM LOCKING COVER/ A SIDE EXIT FROM SEPTIC TANK ` ` EXCAVATED H2O LOADING SIDE EXIT a r r l r- WELL 4 - tr , --------- -------------------����------ ----� -- - ------------------ ------------ EFFLUENT _ } j SAND BAG, FILTER 4"GRAVI INLET FILTER _ TYP. PIPE FRO HOME o ASSUMED:WELL HEADS USED WILL BE LESS THAN 45 GAL/MIN. 1 I I I I I IF OVER,A NYSDEC DEWATERING PERMIT SHALL BE OBTAINED. LO I N I I I I l 2"DISCHARGE TO NSF RATED FILTER:ZABEL A1800 IN CONSTRUCTED"T" DISPOSAL FIELD FOR EACH TANK: 84 SF X 2.88'= 242 CF X 7.48= 1,810 GAL AT 40 GAL/MIN =45 MIN-68 MIN (W/50% SEEPAGE) RUN TIME LINE OF WALL TICKNESS Typical Dewatering Tank Detail L----------------------- ----�'L�'�-------------J L-- -------------------------�s ------ ------1 1/4" = 1'-0„_ 8"OF TOP SOIL - �' of 1"SCH.40 PVC DISTRIBUTION PIPE (6"MIN, TO 10" MAX.) DISTRIBUTION PIPE 4X4X1.5 TEE w SHALL BE UNIFORM OVER SYSTEM PROVIDED BY of w 0 0 SPECIFIED ORIFICE HOLES ORIFICE SHIELD SEPTITECH z = WITH GECGUARD ORIFICE SHIELD FABRIC N z_ 0 j 39"GEOMAT WIDTH 2'-0" MIN. MANIFOLD GEOMAT BALL VALVE AIR INTAKE W/ w GEOMAT CORE SIDE CLEARANCE AND COVER GEOMAT LENGTH CLEANOUT& DISTAL HEAD PORT REBARS NOTE: CARBON FILTER w FABRIC �I/ W/THREADED CAP NOTES: PROVIDE#4 REBAR @ 12"O.C. TOP OF FILL - CONCRETE 4,000 P.S.I @ 28 DAYS W/ VERTICAL& HORIZONTAL(TYP.) FINISHED GRADE EL.4.7'+/- SLOPE REBAR ASTM A-615, GRADE EL.4.5'+/- 1/3 MAX. 60 W/WELDED WIRE FABRIC ASTM A-185 �L _Iz ° ALL SIDES NOTE: EXIT ON ° Q --- - ° - FILL l --I -i i� Imo_ I SIDE, NOT END J d 9 APPROX. EKISTING GRADE ' d' MANIFOLD 36" MIN. HEAVY DUTY,CAST IRON NSF Al 800 ZABEL 4" DIA. PVC PIPE MIN. SDR35 9 LOCKING COVER/ FILTER IN "T" z PITCHED 1/8"/FT MIN EL.4'+/- .'9 a d -° a INV. EL.4.03' 12"RISER - „ 9 > : m , ..°. 1/8" PER 12"SLOPE ° (24"H. MAX.) - H10 LOADING (TYP) O 4 _ PERMEABLE FILL ' ° < ' d;b� a DOWN TO LATERAL q 1-60 MINUTES PER INCH - ' APPLY BUTYL FINISHED GRADE N PERCOLATION RATE, OR TAPE FOR ALL l SAND AND LOAMY SAND. - - - - �, m - - - - - - - - - - - - - CHIMNEY/TANK BAFFLE WALL SLOT 1 z GROUND WATER BOTTOM CONNECTIONS 2 0" 411/2 W x 1 1/41 D 2,-0, REPLACE EXISTING SOIL TO - REACH LAYER OF SP OR SW EL.3.9 +/- PROJECT - 1 N EL, .08 OF MAT •d. SOILS(APPROX.6 FT) q 4 q . _ z a 2"PVC PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED Innovative and 4 2 PV ZED GEOMAT LEACHING SYSTEM INLET 1 - SPRAY HEADER PRESSURIZED -- ' ASSEMBLY PIPE CROSS SECTION LONGITUDINAL CROSS SECTION Alternative Onsite il MAXIMUM LIQUID LEVEL j , SCH. 40 I N OUTLET GEOMAT LEACHING SYSTEM DETAILS 1 WATERTIGHT, SEALED, SPRAY HEADER d 4 Wastewater Treatment FLEXIBLE JOINT FASTED WITH SS SUPPORT STRUCTURE d System (I/A OWTS RETRACTABLE CLAMP, 6'-6" 3'-2" } 1"SCH. 40 PVC CLATERAL TYP il 1 (DISTRIBUTION PIPE) 2050 Mason L A CV l I 4 � 4_ � d� � � q BAFFLE "' (8) MEDIA BAGS - C ' a (LARGE)22 CF 4 r SPECIFIED ORIFICE HOLES SLATE OR OTHER MALE THREADED MALE THREADED PUMP BACK STAND ) z SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP s ASSEMBLY - GEOGUARD ORIFICE SHIELD = I- 4" ► _ 3/4"GEOMAT j4 -- --- ---------------- FABRIC DISTAL W CORE FA CLEANOUT& d , t s.. . 4 HEAD PORT < s 1 4g- . •� cn 02 -,-.,- ..:, . -' : ', , .• - ,,r,-. - --- - -- ------ -- ------ - ------ --- - - ---- --- FABRIC W ,;,'` • ;': - MALE THREADED _ - 0 . 4 / 4 v � ADAPTER AND CAP J I PUMP BACK ASSEMBLYJGOULDS LSP03 PHASE - - -- - - - - SEWER PIPE Details °d: DOUBLE SIDED 6"COMPACTED, SAND 1-115V/0.33 HP, 2.9A/7.2A FULL/BREAKER 8A - ° d. _ WYE LEVELING LAYER,TYP RECIRCULATION PUMP:TSURUMI 50 PN2.25S 9/16"VENTURI, - LASCO D448-040 PHASE 1-115V/0.5 HP,4.8A/7.2A FULL/BREAKER 8A 30 DEG ELBOW 60 DEG WYE OR EQ. DISCHARGE PUMP ASSEMBLY: GOULDS LSP03 PHASE ` ° SCH 40 90 DEG SWEEP ON Project number 1959 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A ----------- ----- -- 6"OF PEA GRAVEL BED Date 6/4/2020 SCH40 COUPLING ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH Drawn by HA 1500 GAL PRECAST CONCRETE SEPTIC TANK H10 SEPTITECH STAAR .75 PROCESSOR � BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION BY DIAMOND PRECAST W/ WATERPROOFING IN 1500 GAL PRECAST CONCRETE SEPTIC TANK GEOGUARD ORIFICE SHIELD W/DOUBLE SIDED SWEEP Checked by GB H10 BY DIAMOND PRECAST W/WATERPROOFING INSTALL EQUALIZATION BALL VALVE IN TANK M CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC SeptiC . 02 Tech STAAR 0.75 n GEOMAT LEACHING SYSTEM DETAILS 2o 1/2" = 1'-011 1 1/2" = 1'-0" Scale As indicated c��o _`��_.-ter;.—•.---�' � .. � Via.,,. _.i 3 House from street 4.Area for I/A WITS+ Leaching field from street. 2 5.View from street incl pumps. 6.View from house along west boundary 2 •9i - 1, - ,_ t F � 7. Rear of house, existing cesspool under birdbath. 8 Rear yard with location of existing cesspool. PICTURES of 2050 Mason Lane, Cutchogue, residence of Owner Gary Comorau Taken by Glynis Berry,AIA on 3/21/2020 2/21=20 as viewer G GIS Viewer "} 2050 MASON DR,CUTCMOGUE X Q Show search results for 205011AASO . Hkkory D 1 Off.Dr 5rvr oak Dr 80 Masco Dr 635 Maon D 1735Aon Dr MrsaHR 1&10 RLts00 Dr .1721 Masco Dr ti 1530 Masm Dr L 1370 Masco Dr 1300Maar Q Mtpa:If9193,nutfd'RCOuntynY.90v/91avMrveU 1/1 Location key for pictures w M yrs 1. Area for new I/A OWTS+ Leaching field 2. Front yard and driveway ———•"—— -_ ___ S .OrAt rar!mr rw>t F.•mx A$CY. i .0, �,I.,, a 5 'Po LITRE 4 d CREEKSCIfD: —14 to dw.,1�wc1 -' Qac. ° ,,', �'' ,', •� ~r~ � _ �,: _ - Q U J/ , y,e' 0 '� iae lsBt • '� '., ,9 i ,T 1 O PaG ° \a • ]1 �1 CP 1 BROADWATERS COVE \ \ O i+ \ 7c TOWN OF SOUTHOLD \ 11 2 J ] 2T yc) ' Cm � e ^K,yyc B i • y4.P�0 It, d W m 0 91 t IJ t A 0.1 � �cl J1G '�•t•K� -f, 1 ,e t r a HAYWATER COVE II ,4 \ • Wim♦ • / S � � ,. ( ' .b 9 r + � cam_--__ ° n .+�. � � / ., ,Bz ? ✓; .: :' W i n i ,.. .• ------ —— ——^—— NOTICE COUNTY OF SUFFOLK © K SOUTHOLD SECTION NO E —�— al) 0 ——'—_—_ °'"'"'_—_—_^—_—_ m • Real Property Tax Service Agency Y N -C.w„C.nwAF..Iw...NY„fH 104 O r.r�. n u.w ,],Nn.'�•. a..u. --^-- o......--r.-- �•"'^ ^ - .ncc.P..c• ,r„nP V rmcr xo 1000 PROPERTY MAP OFFICE LOCATION: � � ��' �� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �T Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 3, 2020 Re: LWRP Coastal Consistency Review of GARY COMORAU SCTM# 1000-104-7-17 Glynis Berry, AIA on behalf of GARY COMORAU requests an Administrative Permit to abandon and fill in the existing sanitary system and install a new Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS). Located: 2050 Mason Drive, Cutchogue. SCTM#: 1000-104-7-17 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Michael J.Domino,President Town Town Ball Annex John M.Bredemeyer III,trice-President R� � 54375 Route 25 P.O.Box 1179 Glenn Goldsmith CIA Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1399 Greg Williams �,�'c®U 9�� a' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application Administrative Permit Amendment/Transfer/Extensipn� Received Application ` Received Fee: d Completed Application: Incomplete: SEQRA Classification: Type I Type H Unlisted Negative Dec. Positive Dec. Lead Agency Determination Datd �Coordination:(date sent)--- ent) - LWRP Consistency Assessment Form Sent: CAC Referral Sent: Date of Inspection: Receipt of CAC Report: Technical Review: JUN 8 2020 I PHeld iA.. ublic Hearing I Ield Resolution: alat Owner(s) Legal Name of Property (as shown on Deed): Gary Comorau Mailing Address: 2050 Mason Lane, Cutchogue,NY 11935 - Phone Number: 917 796 4362 Suffolk County Tax Map Number: 1000 - 104-7-17 'DP.IV Property Location: 2050 Masonbaai%Cutchogue,NY 11935 (If necessary,provide LILCO Pole#,distance to cross-streets, and location) AGENT(If applicable): Glynis By,AIA,studio a/b architects Mailing Address: PO Box 444, Orient,NY 11957 631 680 9656 Phone Number: t DESCRIPTION OF WORK FOR 2050 MASON LANE, CUTCHOGUE, NY 11935 OWNER:GARY COMORAU The proposed work involves abandoning the existing block cesspool, which is in the back yard near wetlands, by pumping existing waste and filling the cesspool with clean sand.The new sanitary system will be an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS), which treats wastewater to a higher degree, reducing nitrogen by roughly 75%, as well as other parameters outlined by ANSI/NSF 245.The proposed system incorporates a full-sized septic tank tied into another treatment tank using the Septi-Tech STAAR system,which is a trickling filter. It will then disperse to a pressurized geomat.The system will be relocated to the front yard, near the northwestern part of the parcel.The grade will be raised slightly(1.1')to ensure the minimum clearance between the bottom of the dispersal field and expected highest groundwater levels.All code separation distances have been designed to meet code. Sincerely, Glynis M. Berry,AIA, LEED AP Board of Trustees App], - ,at,ion GENERAL DATA Land Area(in square feet): 101,825 Area Zoning: R-40 Previous use of property: Residential Intended use of property: Residential Covenants and Restrictions on property? Yes X No If"Yes",please provide a copy. X (elect. and wastewater) Will this project require a Building Permit as per Town Code? Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? X Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes,provide explanation: Project Description(use attachments if necessary): Board of Trustees App; cation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: . ; . . . To install an I/AOWTS and pressurized shallow,dr-ainflejd to ren_lare a r,-csppal Area of wetlands on lof 37, - . square feet Percent coverage of lot: 36.6 o�p Closest distance between nearest existing structure and upland edge of wetlands% 180.5 feet Ila Closest distance between nearest proposed structure and upland edge of wetlands.-"-' feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 101 cubic yards How much material will be filled? 118.7 cubic yards 6 Depth of which material will be removed or deposited:. feet Proposed slope throughout.the area of operations:- -0,regrade at connection to existinG 1:3 max Manner in which material will be removed or deposited: Excavator ------------- Statement of the effect,if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations(use attachments if appropriate): None. There will be dewatering,but will be done to NYSDE_C_specifications with container, ter, sana bags to mitigate any energy at point of dispersal. Board of Trustees App:' ation AFFIDAVIT m av OR BEING DULY SWORN DEPOSES ANDA FIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. igna re o Pr perty Owner Signature of Property Owner a SWORN TO BEFORE ME THIS DAY OF ,20�_ Notary Public BRUCE A MEYER NOTARY PUBLIC,STATE OF NEW YORK Registration No.02ME4632368 Qualified in Suffolk Cou ty My Commission Expires: P� 3 APPILICANUAGENUREPRESENTATTVE TRANSACTIONAL.DISCLOSURE FORM the"Town of Southold's Coi1e of Fthies probibits conflicts of interest,on the part of town iifrcers and employees 'lie nttmw a of this'form'is to`p'Mvide-inLormation which-cam alert the town of possible conflicts of interest and allow it to lake whdtevor action is, necessary wgnid same. /n� �' /n/ YOUR NAME: d H l�C� (Last name,first name,4tiddte initial,unless you arelapplying its the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance TNS Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (if"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,ntarriage,or business iiiterest:'tusiness interests'means a busincss, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns,mote than 5%of the shares. YES NO if you answered"YES",complete the balance of this f tett and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant!agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of die applic$nt (when the applicant is a corporation), B)the legatorbencficial owner of any interest in a non-corporate entity(when the applicant is nota corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this �&dt202,0 Signature Print Name 4) Form TS 1 I Board of Trustees App?, ' -ration AUTHORIZATION (Where the applicant is not the owner) I/We Pto ,�-A-u owners of the property identified as SCTM# 1000- l V y `7 —f in the town of C,,->fic O Civ >r ,New York,hereby authorizes to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees or this property. rop y 0 er's Signature Property Owner's Signature SWORN TO BEFORE ME THIS l� DAY OF C , 20 1,� &d-- Notary Public BRUCE A MEYER NOTARY PUBLIC,STATE OF NEW YORK Registration No.02ME4632368 Qualified in suffolk C un'y7 My Commission Expires: Short EnWronmenttd Assessment Form Part 1 -Project Information Instructions for Comuletine Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part,1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information Name of Action or Project: Comorau Residence-JfA OWES Project Location(describe,and attach a location map): 2050 Mason Lane,Cutchogue,NY 11935 Brief Description of Proposed Action: Abandon existing cesspool and install an Innovative/Alternative Onsite Wastewater Treatment System(I/A OWTS)using a Septi-Tech STAAR 0.75 after a 1500 gai.septic tank.A pressurized,shallow drainfielcd will be used for dispersal(Geornat by Georrralrix Systems,Inc.). - Name of Applicant or Sponsor: Telephone: 917 796 4362 Gary Comorau E-Mail: gnchome@KQSI.com Address: 2050 Mason Lane City/PO: State: Zip Code: Cutchogue INY 11935 1. Does the proposed action only involve the-legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? 7f Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. Frio,continue to question 2. 1L1 L_1 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes;list agency(s)name and permit or approval:SC,Dept.of Heath Services,Town of Southold Trustees ❑ 3. a. Total acreage of the site of the proposed action? .04 acres b.Total acreage to be physically disturbed? .04 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.338 acres 4. Check all-land uses that occur on,are adjoining or near the proposed action: 5, ❑Urban ❑ Rural(non-agriculture) ❑ Industrial p Commercial ® Residential(suburban) ❑Forest ❑ Agriculture ® Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 J 5. Is the proposed action, �O YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ 6. is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ 0 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Cutchogue Harbor,Reason:Significant coastal fish&wildlife habitat,Agency:Southold,Town of,Date"3-24- If Yes,identify: 88 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? IZI ❑ b. Are public transportation services available at or near the site of the proposed action? 0 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: NIA � ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: Installing an I/A OWTS ❑ 12. a.Does the project site contain, or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the ❑ ❑ State Register of Historic Places? b.Is the project site, or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑✓ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO j YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ b Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found-on the project site.Check all that apply: ®Shoreline ❑Forest ❑Agricultural/grasslands E3Early mid-successional ❑Wetland ❑ Urban ElSuburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or, NO YES Federal government as threatened or endangered? FT ❑ Least Tern,Piping Plover 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the action create storm water discharge, NO YES proposed arge,eitherfrompoint ornon-point sour? If Yes, Z ❑ a Will storm water discharges flow to adjacent properties? ® ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: Note:during construction there will be temporary water discharge,not stormwater 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO' YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ .1.9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: a ❑ 20.11as the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ ' I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicantlsponsor/name: Date: Signature: Title: PRINT FORM Page 3 of 3 14. Identify the typical habitat'" es that occur o or are likely to be found on the project site.Check all that apply: �' tYP� i3'P � Y Pr j ME Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional ❑Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal goverment as threatened or endangered? On mm,Eiel©g PJ ❑ ❑✓ 16. Is the project site located in the 100-year flood plan? NO YES E] 21 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? � ❑ If Yes,briefly describe: Rft®©rla@®EffMdkfl Meta cII Fh fiiEquaW BIS=arrgo,D:A c�a 13 r 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: Date: lL21 Signature Title: 6 6c=j i PRINT FORM Page 3 of 3 EAF mapper'Slun1--_ liry Report Friday, March 20, 2020 4:45 PM Disclaimer. The EAF Mapper is a screening tool intended to assist project sponsors and reviewing agencies in preparing an environmental toaoo,$aor1 '0 Q5'� I , assessment form(EAF).Not all questions asked in the EAF are i 10?l00?806_4000 answered by the EAF Mapper.Additional information on any EAF '10400-600-,10001 `�: question can be obtained by consulting the EAF Workbooks. Although the EAF Mapper provides the most up-to-date digital data available to y, 10400-004-1000,1 DEC,you may also need to contact local or other data sources in order 'S",r to obtain data not provided by the Mapper.Digital data is not a �10005 600-1��D©0 , substitute for agency determinations. ib440-600-13404a� � fbvc a.-700-i R0i► ,. 1 040 -600-20001 r 4 1 -` Gtan'bbat "_ •10'400-600-17001' i •,N:,••a :. , a tears \10400-600!IVN� '10400-700.1700r 10400-1600-190'0 0 SOLlthold l t to 10400700A 600 { `,4.-L� 1 ` 700-12040 _. 44-1244.1 ' 14 =,000 40-7�00�11000 �r - LVitIRoch :tcr 0400-700-9001 ^g Gaztol 400-70.0-10000Uetroit r`r L- r ° / ` ', 10'400 7,0 7000; , Irtt irtap.It1CREtu1EA,T P..14IRCan.Sari 10400-700-6000' Ja n ib9ETI.EsriCIt na` pidni-�lSer4 ' P'ciin�plvatlirSo .� "Q�� cc�� r !?�_.,_ .,. 9 9D., s�tuG r �_ ._ ERE,Q'serrnin, f: '� -tCctes.i=soi,{Tttai4snd):.?�C-CC.[ fCot�um4wc'. o3lP'3't.,�bre it�:-nf;�aaIFcSf.Ca't tI7finetb27tsR,INCREIAEN T 1.00;-- -Wapcentributcra,,in' the GIS NRCen,Esri,lapan,hIETI, {Hong KOO,Esr13 00�00=�9'000binnatd1;,ie14#OPj00 OQ �000 Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7 [Critical Environmental Name:Cutchogue Harbor, Reason:Significant coastal fish&wildlife habitat, Area- Identify] Agency:Southold, Town of, Date:3-24-88 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] Part 1 /Question 12b [Archeological Sites] Yes Part 1 /Question 13a [Wetlands or Other Yes- Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part 1 /Question 15[Threatened or Yes Endangered Animal] Part 1 /Question 15[Threatened or Least Tem, Piping Plover Endangered Animal- Name] Part 1 /Question 16 [100 Year Flood Plain] Yes Part 1 /Question 20[Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall,not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION S CTM# 104 _ 7 _ 17 PROTECT NAME Comorau Residence I/A OWTS The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (e) Permit, approval, license,certification: 0 Nature and extent of action: The project abandons an existing block cesspool near wetlands and relocates an I/A OWTS (Septi-Tech STAAR 0.75) with a pressurized shallow drainfield (Geomat) to the front yard, near the street The elevation to the area of the treatment System is raised slightly Location of action: 2050 Mason Lane, Cutchogue _ Site acreage: 101,825 SF; 2.338 acres (DEED Area), area to tie line: 64,579 SF, 1.483 acres Present land use: single family home Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: owner: Gary Comorau;Agent: Glynis Berry,AIA (b) Mailing address: Comorau: 2050 Mason Lane, Cutchogue,NY 11935 Berry: PO Box 444, Orient, NY 11957 (c) Telephone number: Area Code( ,) IComorau: 917 796 4362 Berry: 631 680 9656 (d) Application number,if any: !1� Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 1x] No❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. x❑Yes ❑ No ❑ Not Applicable this project minimizes adverse effects of developinent Currently the wastewater is not treated and is dispersed directly to groundwater This project treats to higher level of water quality, reduces nitrogen loading,which can feed algal blooms, and provides the proper separation of treated effluent from ground water. The pressurized, shallow dispersal also increases treatment in the root zone, including contaminants such as pharmaceuticals. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes 1:1 No El Not Applicable The I/A OWTS treats wastewater being dispersed to ground to a higher quality, reducing nitrogen roughly 70% as well as surpassing NSF/ANSI treatment guidelines for 245 and 40 which reduces total dissolved solids and biological oxygen demand Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III —Policies; Pages 22 through 32 for evaluation criteria. 1x:1 D D Yes No Not Applicable removes untreated wastewater from the wetland area Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No x❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No El Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Ed Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Fx1 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable architect 6/25/20 PREPARED BY -''Ji TITLE DATE 24190 Main Road studio a/b 651 West Main Street PO.Box 444 architects glynis@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 http://adizumiberry.com T 631 591 2402 T&F 631323 1426 June 4,2020 Board of Town Trustees Town of Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Comorau Residence TX Map# 1000—104-7-17 Dear Board of Trustees, Please find enclosed materials submitted for a permit to install an I/A OWTS to replace two cesspools. This is the only work proposed,so should qualify as a minor project,exempt from LWRP consistency assessment form.Thank you for your consideration of this request Enclosed: - Application fee of$100 - One original and one copy of the application packet including SEAF and location map - Original Affidavit - Original Applicant/Agent/Representative Transactional Disclosure Form - Agent Aurthorization Form - Photographs of the site - (4)Original surveys - (4)Original design plans Sincerely, `` JUN 8 2020 Glynis M.Berry,AIA,LEED AP