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HomeMy WebLinkAboutHempel, Robert Glenn Goldsmith,President QF S0 Town Hall Annex Michael J.Domino ,`O� 0�® 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams ® �� Fax(631) 765-6641 1�00UNT`I,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 19, 2021 Glynis M. Berry,-AIA P.O. Box 444 Orient, NY 11957 RE: ROBERT & CHRISTINE HEMPEL 160 LAKEVIEW TERRACE, EAST MARION SCTM#: 1000-31-9-17 Dear Ms. Berry: The Southold Town Board of Trustees reviewed the site plan of Studio a/b Architects dated January 11, 2021 and determined that the proposed installation of an I/A OWTS system to replace the existing sanitary system on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area 2 between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn'Goldsmith', President Board of Trustees GG:dd SANITARY SYSTEM DESIGN: V� RESIDENTIALTEST HOLE 2 .� #OF BEDROOM: 2+1 V �N� v_G ADVANCED TREATMENT UNIT. FUJI CEN 5 BY FUJI CLEAN USA I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY,AS PER TABLE 3, �oaEoe SCDHS RESIDENTIAL STANDARDS G� of ® \,ZZ' �'( TEST HOLE 1 I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY V 2 -� e -v���' ` << H2O LOADING { - - VP � LEACHING SYSTEM: `�3 /� CONTROL PANEL, POWER SUPPLY CONNECTED TO REQUIRED AND DESIGNED (1)8' DIA, 12'DEEP LEACHING POOL AS PER GJ3 % �. ,� �o DEDICATED 115 VOLT AC,SINGLE-PHASE, 20 AMP TABLE 4 ti° \ 1 CIRCUIT BREAKER ON GARAGE BREAKER � BLOWER �` ~~ , LP goo' ��N TEST HOLE 3 I I GENERAL CONDITIONS: E \, of ePJ , ° � v�P�1 V41 PROJECT SITE r 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY IN � coo f. 00, \ �o Z , \,a' �� �'' 9�s EXIST. SEPTIC SYSTEM,TO BE ABANDONED, PUMPED, FILLED WITH CLEAN SAND ACCORDANCE TO THE MANUFACTURERS INSTRUCTIONS. 16500 0 A \ �� � � - 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND 'LiO `��~�� ALTERNATIVE TREATMENT SYSTEM INSTALLER THROUGH THE SUFFOLK COUNTY XIS - --_� DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK ` COUNTY CODE§563-79(il)(J'.THE DEPARTMENT OF LABOR, LICENSING,AND CONSUMER / / ,�� o � �� °; SLEEVE WASTELINE � �` �` TEST HOLE LOCATION MAP AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE HOLDERS. //��2 2 0 1 \,,W/IN 10'OF DRY WELLS FUJI CEN5 �NOTE: �,, XIS . top NTS 3.ALL INSTALLED I/A OWTS.ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. RESTORE LANDSCAPE r 'S'O \ 6h`s�� jos, D a° LIGHTING AND PATHWAY Cis NN. { . 4.ALL INSTALLED I/A OWTS.ARE REQUIRED TO HAVE ACTIVE O&M (OPERATION AND y F 10'MIN MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE PROVIDER. 'oG�G�, �fi�O °° 0%0� \ °�' GROUND ELEVATION 9.6' GROUND ELEVATION (NOT SPECIFIED) GROUND ELEVATION 20.5' �o 'to \ F 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK COUNTY 4& ��O�OgT a� ua�. N. .' Qoe°� \ \' .�Fti� DEPARTMENT OF HEALTH SERVICES). ji -9)�/� ��i�' p j tib' \ F o o`� DARK BROWN - - - 1.0' DARK BROWN SAND - _ _ 1.01 DARK BROWN \G�� o CO ' '�Ap �% �m \ . CoQ - - - 1.5 LOAM - - SANDY LOAM 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED \ \. Q �; y �. 39'LF ? 0 3.0 BROWN CLAYEY LOAM 3.0' BROWN LOAMY SAND 4.0' BROWN SILTY SAND REQUIRING; SYSTEM REP �CEMENT IN EVENT OF FAILURE; O&M REQUIREMENT;ACCESS TO � ca I {� ljG a• o•� � _ _ _ - _ _ _ _ _ DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED; OTHER REQUIREMENTS THAT \ �X. = \ \'9a o�S� �� 'ate, �� ��o� WITH 10%GRAVEL SCDHS DEEMS NECESSARY. a, �� �'sr \ \ BROWN CLAYEY SAND PALE BROWN FINE TO COARSE v SAND WITH 20%GRAVEL 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: C �,�` \� ^ '9,, EL.2.0 - - _ 7.6 ' I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN OF t, � ?� •; PG j \� 1$ �� _ _ _ 8.0 ' WATER IN BROWN CLAYEY SAND - - - 10.0' PALE BROWN FINE NINETEEN (19) MG/L OR LESS. _` k/ 16 P - - 78 TO COARSE SAND 4& 1�>, ��' ' Q� \ 120 PALE BROWN FINE TO COARSE SEPTIC/TREATMENT CONSTRUCTION CRITERIA: `` , \ 1 g SAND No WATER IN PALE BROWN FINE TO 1. SEPTIC/TREATMENT SITE PLAN BASED ON SURVEY OF PROPERTY Q\pyp? �� \�� y6- :boy 6 p� o° COARSE SAND I ALL NON-CONCRETE TANK WALLS FLOORS, ROOF AND ACCESS COVERS SHALL RESIST AT EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY, NY �' AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). SCTM# 1000-31-09-17 ° r ``�y, i 14.0' 17.0' 17.0' II. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO THE DATED 12/1/20150 �, INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS"AMERICAN BY �s' �� 1 74- oQ \ NO WATER FOUND NO WATER ENCOUNTERED NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI 21000-2007 AND ANY PECONIC SU VEYORS P.C. LICENSE#49618 Qo << 6 � - \ \j, `1,� �o \, m Gy e� TEST HOLE#1 TEST HOLE#2 TEST HOLE#3 UPDATES THERETO. PO BOX 909 $ �p� ��, `, o`` ! !/\ s�° BY McDONALD GEOSCIENCE BY UNKNOWN (ON DRAWINGS BY BY McDONALD GEOSCIENCE III. EACH SEPTIC TANK&IIA OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 1230 TRAVELER STREET 0, DATE MARCH 28, 1996 FAIRWEATHER-BROWN DATE: 8/30/2002, 09:00 HRS. py o \ \ DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END OF SOUTHOLD, NY 11971 y0172 16' R1~' \ \ 0-96-0101 DATE DECEMBER 6,2001 R10-02-0183 71- THE TANK: ° �� - `n ' r10-02-0083 1. MANUFACTURER NAME OR LOGO AREA 9,809 TO TIE LINE o o r ,;' \ =� O HIGHEST EXPECTED GROUNDWATER 2. CAPACITY AND NUMBER OF OPENINGS FLOOD ZONE FROM FIRM MAP NUMBER 36103CO177H ° A0 X05 ELEVATION 2.0' 3. MAXIMUM DESIGN LOAD ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO N.A.V.D. 1988 \ 4. THE DATE MANUFACTURED. ALL DEVELOPED PROPERTIES WITHIN 150' USE PUBLIC WATE IV ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE LOCKING, \ -� TAMPER-RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF,AND BE 0 \ TEST HOLE DATA APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF 0 5 10 20 30 -0� �A WITHSTANDING A TRUCK WHEEL LOAD(36 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. X <`';. VERTICAL DEFLECTION OF 1.5 IN. OOti °�` V. 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- NYSDEC NOTES: PROOF,AND BE APPROVED FOR SEWERAGE USE. 1. EXCAVATION: FUJI TANK: 14.4 CY �oP ®", o VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR DEVICE LP: 80 CY ° SHALL BE PROVIDED. TOTAL: 94.4 CY WETLAND BOUNDARY AS REFERENCED FROM A pC� (2' O 2. FILL: EXISTING: SURVEY BY PECONIC SURVEYORS, P.D. DATED IZo'� Q� 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND AND SEPTIC TANK:8.2 CY DECEMBER1,2015 DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR DECAY. LP+SURROUND: 74.4 CY A. ALL SEPTIC TANK& I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY MANUFACTURER TOTAL: 82.6 CY USING EITHER VACUUM TESTING OR WATER TESTING METHODS. NOTE,ASSUMING EXCAVATED SOIL IS CLEAN F� I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A LOSS OF SAND, REMOVE 11.8 CY 10%OR LESS. II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT ELEVATION FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. ��/A QVVTS LAYO�JT B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, ' SEALED FLEXIBLE JOINTAND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. 3.THERE SHALL BE A MINIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLET INVERT THROUGH RO FDPE VENT ABBREVIATIONS. TO THE BOTTOM OF THE TANK COVER. i _ & AND LP LEACHING POOL 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ~' @ AT MAX. MAXIMUM ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND IN POWER SUPPLY B.C. BOTTOM OF CURB MIN. MINIMUM iBW BOTTOM OF WALL N.T.S. NOT TO SCALE COMPLIANCE WITH 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016.ALL � � CONNECTED TO DEDICATED 115 VOLT AC, OPENINGS SHALL MEET THE: FOLLOWING REQUIREMENTS: i i SINGLE-PHASE,20 AMP CIRCUIT BREAKER IN CONC. CONCRETE PROP. PROPOSED i A. OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES C.O. CLEAN OUT REQ. REQUIRED � � THE ELECTRICAL PANEL OF THE GARAGE B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT OF C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF NONCORROSIVE FUJI CLEAN CONTROL PANEL BY E or ELEC. ELECTRIC HEALTH SERVICES GARAGE ELEV. or EL. ELEVATION ST SEPTIC TANK MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN"ENTRANCE i i G GAS T.O. TOP OF INTO TANK MAY BE FATAL' MAC 8R BLOWER IN HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB PROTECTION COVER NEAR I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL SEPTIC TANK& I/A OWTS INSTALLATION STANDARDS 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE i i GARAGE 4"WASTE 4"(2"MIN.) DIA. HDPE 4"WASTE WASTEWATER TREATMENT SYSTEM W WATER IMPLEMENTED. i i CAST IRON WITHIN 2' VENT CLASS 2400 OR SDR 35 INV. INVERT WI WITH D ((�v� U HOUSE i FROM FOUNDATION W/CARBON FILTER 1/8"PER 12"SLOPE MIN. LG LEACHING GALLEY EP V 2. THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A i WALL, CONTINUE - O 18" MIN.ABOVE GRADE, HEAVY DUTY H2O MAXIMUM TOLERANCE IN A14Y DIRECTION OF+(-ONE QUARTER INCH)ON A MINIMUM 3 INCH i i CLASS 2400 O . 'SDR 35, 36"MIN. FROM ANY LOADING LOCKING CAST THICK(OR MANUFACTURER'S RECOMMENDATION) BED OF PROPERLY LEVELED AND i i (OR SDR40 WINDOW OR DOOR IRON COVER TO GRADE 811112 M1 COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL SHALL BE PLACED EL. 24.1'+/-1 1/4"PE "SLOPE MIN. ON 24"RISER AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO AVOID DAMAGE AND i __ 12"RISERS COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE STONES,STUMPS,AND i i EL-22' W/SAFETY EL: 22.5' Southold Town CONSTRUCTION DEBRIS. DEVICE Board of Trustees i C.0 i TYP 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN TWO i N BUTYL TAPE OR AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. FOR SEPTIC TANK& I/A L- --- _ _ _ I GROUT JOINTS PROJECT: NO. Description Date OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN TWO CELLAR+ -- `--� _ _ Innovative and Alternative Onsite p AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. CRAWL ELEC. LINE 1 1 + Wastewater Treatment System (1/A SPACE GENERAL NOTE AIR LINE FUJI CEN 5 N I I I OWTS) LAKEVIEW 1. BEFORE ANY EXECUTION,VERIFY ON SITE,IF APPLICABLE: I I studio a/b architects -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. X I H 20, 8' DIA I 651 West Main Street, - .. - HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. O LEACHING Riverhead, NY 11901 -Dv�1�1�'�, N I � ��GQ°P M. -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION Q Y N I POOL I I 631 591 2402 f �s E� fi 6313231426 [n o o zz -o"o I � I rns studioabarchitects.com 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. 9 y @ w o f- a; 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD CONDITIONS N - N U_ w EXIST. W Z W M O W I > I I I PO 444ess: ;, y I z I 1 REPLACE SOIL ri U_ O � WITH CLEAN SAND Orient NY 11957 9� 02�8�`�y® W - ; > _J I AND GRAVEL F N� K j z_ m W z z_ ABOVE EXISTING Z SP OR SW SOIL LAYER-3'� HIGHEST EXPECTED HIGHEST EXPECTED 0I C9 . L - - - - - -0z00- - - - - J GROUNDWATER 2.0 GROUNDWATER EL. 2.0' n owner: - - - - - - - - - - - - - - - - moW - - - - - Christine A. Hempel I/A OWTS Layout EL.0.0 - - - - _ _ _ _ - - - - _ - - - - - - - - - _ - - Robert G. Hempel Project number 2029 0 5 10 15 Date 1/11/2021 Cl) Drawn by GB 'N SECTION DIAGRAM Property Tax Map#: Checked by HA o 1000-031.00-09.00-017.000 N site street address: C. 01 N 160 Lakeview Terrace, East Marion, NY 11939 Scale As indicated 2-1/2"VENTILATION SCUM BAFFLE B PIPE T- 10 3/4" —1 RECIRCULATION FUJI CLEAN CONTROL PANEL 2'- 10 1/4" 2'-7 1/2" 2'-0 3/4" AIR LIFT PUMP PVC WELDED 6FT LONG WIRE INSTALLED ON WOODEN POST CONNECTION 8 1/8" SERVICE RECEPTACLE CYLIND/- DISINFECTION MANUFACTURER (OPTIONAL) - TANK WALL PROVIDED (OPTIONAA L) CONNECTION o PROTECTION COVER HARDWIRED PLASTIC LANDSCAPE STONE 4"INLET PIPE —�� 4"OUTLET PIPE ADAPTER � FROM BY ZABEL ENVIRONMENTAL, OR EQ. CLASS 2400 - CLASS 2400 OR " -- POWER http://zabelzone.com/ OR SDR 35 _� SDR 35 3/4"PVC CONDUIT 7 1/8 SUPPLY 1/4"PER 12" o �A 1/8"PER 12" AIR LINE STABLE BASE SLOPE MIN _ SLOPE MIN 1/2"AIR BUTYL SEALANT MAC 80R PLAN 3/4 DIA. NOT TO MOVE BY FROST ACTION INTAKE PRESSED AROUND - bo TTO FUJI UNDERGROUND AIR LINE TO CEN-5 UNIT © EFFLUENT PERIMETER OF izz � CEN FLEXIBLE 3/4"AIR LINE: 3/4"PVC CONDUIT INLET BAFFLE © AIR LIFT THREADS co UNIT HEAVY DUTY CAST IRON PUMP 4 3/8" bo 4 3/8"INSTALL 3/" FLEXIBLE IRRIGATION LINE, 100 PSI MAX, LOCKING COVER, H2O SECONDARY +I M MAY ALSO BE USED FOR THE AIRLINE RATED SAFETY RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKE H20 CONCRETE CHIMNEY DEVICE,TYP. (CLEANING INTAKE CONNECTION DETAIL MAC 80R ELEVATION VIEWS MAC 80R BLOWER DETAIL FLOW OPENING (TYP.) (CLEANING 3/4"AIR LINE TO BE N.T.S. 12„ MIN;24 MAX OPENING) CONNECTED H2O RATED 8”CONCRETE AIR LINE TO BE IN SLAB FLOAT SENSOR CONTROL CONNECTION PLAN VIEW MIN.6"DEEP TRENCH ��// BACKFILL - d < 20"INSULATED COVER 24"INSULATED COVER INSTALL SECONDARY CLEAN SAND AND d ° ° CHAMBER VOLUME VOLUME(GAL) BLOWER SPECIFICATIONS MATERIAL TO BE -- : - o - ° •� a ° ON INSULATED 6"RISER ON INSULATED 12"RISER SAFETY DEVICE,TYP. 24"INSULATED COVER 1 SEDIMENTATION CHAMBER 277 MODEL: MAC 80R a N d (24"MAX.) BY TUF-TITE, DISINFECTION ON INSULATED 12"RISER AIR FLOW: 2.8 CFM GRAVEL ° (24'MAX. BY TUF-TITE, -- -. 2 ANAEROBIC FILTRATION CHAMBER 278 a. OR EQ. OR EQ. CYLINDER (24"MAX.) BY TUF-TITE, 3 AEROBIC CONTACT FILTRATION CHAMBER 127 NORMAL PRESSURE:2.2 PSI - �:..,• '.; (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 63 POWER: 120V/1.OA/6OHz - - I OUTLET 3/4 INCH <, 20" MIN.. ® ® ®� �4. °,° — 5 DISINFECTION CHAMBER 4 - da _® ® ®�1n Z IMPERVIOUS SOIL FLOW OPENING WEIGHT: 11 LBS INLET( TOTAL VOLUME 749 -- ® M O - POWER CONSUMPTION: 55 W MIN. 4" DIA. - ° ® M E '­ SYSTEM SYSTEM SPECIFICATIONS POWER CABLE: 6 FEET APPROVED ® ® PIPE - 4"INLET PIPE o N MODEL: FUJI SEN-5 o INSTALLATION/OPERATION & PITCHED 1/8" HWL BOARD TYPE ANAEROBIC MEDIA PP/PE FILLING RATE 32% _ BOARD TYPE AEROBIC MEDIA PVC/PP/PE FILLING MAINTENANCE NOTES: PER 12"MIN. a " ® ® ®1 --- WATERTIGHT MEDIA 4° ° _ o - INSTALL BLOWER ON STABLE ° o ® ® ® 3 0' MIN.° WATERTIGHT o = = RATE 16% a BASE,SUCH AS CONCRETE OR ° ® ®� COLLAR. — SEALED WL WL AEROBIC MEDIA PP/PE FILLING RATE 57% CONDENSING UNIT PAD(BY - FLEXIBLE JOINT © BLOWER 2.8 CFM a •-. '.a" N ® ® e o P FASTENED TO TANK FRP DIVERSITECH www.diversitech.com o b°" ® ® op - OR E PIPE W/ _ X1 PIPING PVC/PP/PE OR EQ.). ENSURE ADEQUATE H VENTILATION AND PROTECT STAINLESS STL - - - RECIRCULATION ACCESS COVERS PLASTIC bo', 00 b DISINFECTANT OPTIONAL CHLORINE TABLETS AGAINST SUNLIGHT. ° - ° 6' MIN. RETRACTABLE ASSEMBLY (OPTIONAL) ° ® ® ® CLAMP TYP. d c� N - MAINTENANCE REQUIRES A ,°! /� ® ®� PENETRATION ' NOTE TRAINED TECHNICIAN. ,e_ LEACHING ® ® 8 b INTO A VIRGIN v `r AFTER LEVELING THE TANK FILL THE - FOR MAXIMUM EFFICIENCY, o Q - SECTIONS ® ®� o STRATA OF © SEDIMENTATION TANK(#1)WITH FRESH WATER TO INSPECT AND CLEAN INTERNAL AIR e o a- ° ® ®� ° �fl. SAND AND AEROBIC MEDIA THE LOW WATER LINE. FILTER ONCE EVERY 3 MONTHS ® ® a - REPLACE DIAPHRAGM/VALVE m o o . . o , m . GRAVEL ASSEMBLY ONCE EVERY 12 ' °' _ - g IF MIN. PENETRATION IS AERATION ASSEMBLY MONTHS - - g 0 1 d ®o NOT AVAILABLE, a _ a (NOTE: A DAMAGED DIAPHRAGM . EXCAVATE AND WILL TRIGGER THE _ _ _ _ _ C9 _ REPLACE SOIL W/CLEAN SECTION A-A VIEW 4 TO 6"SAND AND GRAVEL BED SECTION B-B VIEW AUTOMATIC-STOP FUNCTION). HIGHEST RECORDED HIGH TO REACH SAND AND GRAVEL, SW 1/4"TO 1/2"COMPACTED, LEVEL GROUNDWATER TO WITHIN 1/8" ELEVATION SOIL,WHICH DEPTH IS MORE THAN 6' n FUJI CEN 5 DETAILS n TYPICAL LEACHING POOL DETAILS 1/2" = 1'-0" TQROIIE TD 16 IN-LB Control Panel Wiring Diagram p.2 r---------------------------- --o o a a ® a Q;T81 1 1 ---� --- r---r---r--o -- CAST IRON INSPECTION FRAME N AND COVER I 1 I 1 I I 1 p 1 1 i SHOWN#R-1974A BY NEENAH FOUNDRY f N l Lv B I 1 1 1 I 1 1 I 1 I 1 1 IN AR I L MALE THREADED ADAPTER I REARM FLOAT 1 �°Z.n I t N AND CAP I UU I`-————— PUMP FLHAT 1 I 1 L-------------- 1 I I PUMP p i CTEST, NORMAL, SILENCE Lu _U i15 T AEitaTaa q - z AMP ' -TNSIOS ¢ SEWER PIPE ALARM DOUBLE SIDED CIRCUIT BREAKER N Luc 45 DEG. ELBOWS WYE TOROUS TD I a e AH111 LASCO D448-040 45 IN-LB 1 T OR EQ. NOTES: p5112 i HORN N o 1 2 BRANCH CIRCUIT PROTECTION, OVERLOAD �Is�E a o PROTECTION AND MAIN DISCONNECTALTERNATE A: FOR BENDS ALTERNATE B3: FOR USE WITHIN PROVIDED BY OTHERS, AND MUST BE TBI rs115 rH1 % / DRIVEWAY SIZED ACCORDING TO PUMP/MOTOR $ a "', ,'2 MANUFACTURING SPECIFICATIONS. ALARM FLOAT BEACON EXTERNAL COMPONENTS (COMPRESSOR AND/OR PUMPS,AS APPLICABLE), PROVIDED BY OTHERS AND MUST BE U.L. APPROVED THERMALLY PROTECTED C13120 Tei MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED PUMPS -F.;I -tea}---------------i i---------------- N ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP COMPRESSOR TEMPERATURE RATING OF FIELD CIRCUIT BREAKER INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG. F. (60 DEG. C.) ' / PROJECT: Description Date No. A' -, UW) Innovative and Alternative Onsite Pi TERMINAL STRIPS;AND GROUND LUG USE AERATOR 1 w Wastewater Treatment System (I/A COPPER CONDUCTORS ONLY. SEWER PIPE > OWTS) LAKEVI EW CONNECT GROUND LUG IN PANEL TOA DOUBLE SIDED studio a/b architects 45 DEG. ELBOWS WYE SECURE EARTH GROUND LASCO D448-040 651 West Main Street, CHIea rHI rel 30 DEG ELBOW 60 DEG WYE OR EQ. Riverhead, NY 11901 ��� A ----- o------ 7 -----.-----AMPI .-----. N DASHED LINE PRESENTS FIELD WIRING a z trsj W 1 e [} Pum I I 631 323 1426 �631 591 2402 M CIRCUIT BREAKER PUMP FLOAT � C� glynis@studioabarchitects.com ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH F i BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION mailing address: PUMP W/DOUBLE SIDED SWEEP PO Box 444 cA f>0 O FIELD WIRING CONTROL PANEL CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC Orient NY 11957 �',q No. 02 �' J O N ELECTRICAL DIAGRAM - FUJI „�SNOUT DETAILS 3 N.T.S. Owner, Christine A. Hempel I/A OWTS Details Robert G. Hempel Project number 2029 Date! 1/11/2021 Q N Drawn by GB v Property Tax Map#: Checked by HA o 1000-031.00-09.00-017.000 CO2 N site street address: N . 160 Lakeview Terrace, East Marion, NY 11939 Scale As indicated Glenn Goldsmith,President *0 SOUrTown Hall Annex Michael J.Domino,Vice-President h0� ��� 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 �� �� Fax(631) 765-6641 cou BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION--- fc U �A INSPECTED BY: J Ch. 275 COMMENTS: 24190 Main Road studio a/b 651 West Main Street PO Box 444 glyms@studioabarchitects.com Riverhead,NY 11901 Onent,NY 11957 architects http.//ariizumiberry.com T 631 5912402 T&F 631 323 1426 January 11, 2021 ' Board of Town Trustees Town of Southold Town Hall Annex JAN 12 MI 54375 Route 25 PO Box 1179 Southold Town Southold, NY 11971 Board of Trustees Re: Hempel Residence TX Map# 1000—031.00—09.00-017.000 Dear Board of Trustees, Please find enclosed materials submitted for a permit to install an I/A OWTS at 160 Lakeview Terrace, East Marion,to replace the existing sanitary system.We are asking for a letter of non-jurisdiction, as the work will be over 100 feet from the base of the bank and wetlands.This is being done at the request of the Suffolk County Department of Health Services,as a prerequisite for obtaining the permit. Your help with this is appreciated. Enclosed: - Authorization of owner - Affidavit from owner One set of stamped plans of the proposed work We would appreciate it if you could email me the letter glynis@studioabarchitects.com, as well as send the hard copy.Your help with this is appreciated. Sincerely, Glynis M. Berry,AIA, LEED AP Board of Trustees Apl,� `.cation AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCTM# 1000-_ 31-9-17 _ _- ,in the town of Southold New York, hereby authorizes Glynis M_Berry,AIA of studio a/b architects _--_ _ - .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 for this property. Property Owner's Signature V Property Owner's Signature SWORN TO BEFORE ME THIS -___ �a�` - DAY OF.J Q.F'1LLAA6►_- -.,202. ( Notary ublic BRITTANY A.GEId71i'40 Notary Public,State of New York No.01 GE6245154 Qualified in Suffolk County Commission Expires July 18,202? � Board of Trustees Ar., �Lcation AFFIDAVIT � . BEING DULY SWORN DEPOSES AND-AFFIRMS-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 HARMTIESS 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. Signature of Property 0 r Signature of Property Owner SWORN TO BEFORE ME THIS I af- DAY OF J Cc h LLa*%, _ _-- 20 ? otary Pu lic BRITTANYA.GENOINO „ Notary Public,State of New York No.01 GE6245154 Qualified in Suffolk County Commission Expires July 18,20_L-3 4'+1++"br`s._ € - •• `�oW DfL � - •• SEESEC No.St] 1 _ _ ,. 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