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HomeMy WebLinkAboutLevin IOU ti ELIZABETH A.NEVILLE Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Cj Southold, New York 11971 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER A, T4s Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork,net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential A, $10 x or Non-Residential @$25 Application No. Pen-nitNo. -- ApplicantName Robert E. Herrmann, En-Consultants Applicant Mailing Address 1319 North Sea Road, Southampton, NY—11968---------- .......... Septic Tank x or Cesspool x Brief Description of Proposed Construction or Altcratioii Proposed pool house Location of Proposed Construction/Alteration: Owner of Property: David and Lindsay Levin Owner Mailing Address: 40 E. 19th Street, New York, NY 10003 ............ ........... Owner Property Address:_ 298.21 Main Road, Orient, NY___......... ............ Name and phone number of contact person Rodrigo Zamora, AIA 646-809-4343 Tax Map No: Section 14 Block---2 1 Lot 1.9 Cross Street Demarest Road NOTE: LOCATION MAP MUST BE 8 ITTED WITH APPLICATION. NEW 'I CONSTRUCTION REQUIRES SURVEY T H H HE DEPARTMENT APPROVAL n1a t c App13licanjjt� cto Received by: AMENOW EN-CONSULTANTS June 20, 2017 Town of Southold Town Hall, 53095 Main Road PO Box 1179 Southold, New York 11971 Attn: Elizabeth A. Neville, Town Clerk Re: David&Lindsay Levin 29821 Main Road, Orient,NY SCTM#1000-14-2-1.2 Dear Ms. Neville: Pursuant to the advice of the Town of Southold Building Department regarding a recently filed building permit application for the above referenced matter, enclosed please find a fully completed and signed Application for Construction or Alternation Permit Cesspool or Septic Tank. Also enclosed is a copy of the SCDH approved map dated 5-2-16, a survey prepared by Peconic Surveyors,P.C. last dated 2-3-17 and our check in the amount of$10.00 in payment of the application fee. Should any additional information be required and/or payment of any additional fees due,please do not hesitate to contact our office. Sincerely, obert E. Herrmann Coastal Management Specialist REH/ai Encs. -- 1319 NnrCh Sea Road I Sbrrthainpl'on; New York 11965 1 1>631.283.6360 f 631.2£33.6136 environmental consulting CONCRETE COVER 2 — - CONCRETE CHIMNEY O N FEMALE PHONE OR C) NETWORK JACK p 110-0_1 100 ru-71 p .� w ,. h• ,. - , ° „, 'anv wur- rtsnr. rann ,aur. rant- BACKFILL MATERIAL TO BE CLEAN SAND AND a 4° I r '. ' Pr on f u zto GRAVEL - - (0 p �_ a �.. ® ® PHONE OR U w w p 20'MIN.. ® El I °, -- IMPERVIOUS SOIL NETWORK CABLE Cu cz INLET --_--- d. ® ®f;$ k '� _ MIN.4"DIA. y ® ® - (n ¢ APPROVED ® ® - ¢: �' _ MALE PHONE OR .r PIPE s a e ® ®Q = NETWORK PLUG I ecf 0 PITCHED 1/8" - ® ® PER 12"MIN. ,� - <• € �, .; M M IDll m CI Is1 5 t T-0" MIN. -I 115 VAC TO o F"3to - POWER SINGULAIR PrJ fa 111, COLLAR" - -tea a iv fro - SUPPLY AERATOR W kf BLACK BLACK 1S to ® WHITE _"""_.."z WHITE GREEN GREEN '" u� r $.: on ® ® a ° _d 6' MIN. CIRCUIT BREAKER -_____._.__-__�- �-L� � � z ® ® PENETRATION 1 z0 Lu LEACHING ® ® .;,A . -. .�- INTO A VIRGIN SECTIONS ® O STRATA OF SAND ® ® AND GRAVEL � �8 ® ® GFCI OUTLET m 1 1 t13 z -0 ,. �" - -� INSTALLED BESIDE Lu 1 °' HIGHEST I I I I ' Z THE PANEL Lu a RECORDED HIGH � ��, j;�. , .�" ( Ig'.A p"�-�' � r � � '��'� a o o U GROUNDWATER - ELEVATION ' Electrical Control Panel ("Service Pro Control Leaching Pit Detail _ — -- �_ _._________—_—_ ___-____—________.-----_____-- Center" Wiring l�iac�ram w____— __�_____. _ r-- N.T.S. CONTROL CENTER GENERAL NOTES. 1. CONTROL CENTER MUST BE MOUNTED IN A LOCATION THAT IS ACCESSIBLE FOR SERVAND 10. LAY THE CONDUIT ELL WITH CABLE DIRECTLY ACROSS THE TOP AND DOWN THE TANK SIDE. CLEARLY VISIBLE TO OWNER DO NOT ALLOW THE POWER CABLE TO BE LAID ACROSS THE END OF THE TANK OR ANY Q) 2. SERVICE PRO CONTROL CENTER MUST BE WIRED INTO A SEPARATE 15 AMP (MAXIMUM) REMOVABLE ACCESS COVER. INSURE THE CONDUIT AND CABLE ENTRANCE OPENINGS ARE � CIRCUIT AT MAIN ELECTRICAL DISTRIBUTION BOX. SEALED. �O 3. A DEDICATED 15 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOIENERGIZED 11. CHECK THE EXCAVATION AND SEWER LINE TRENCH TO BE SURE THEY ARE FREE OF DEBRIS, UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. ROCKS AND ANY SHARP OR ABRASIVE OBJECTS. v .� 4. INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED, 12. UNCOIL THE ELECTRICAL SERVICE CABLE INTO THE EXCAVATION AND INFLUENT SEWER LINE o 5. THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. TRENCH. LEAVE SUFFICIENT SLACK IN THE CABLE SO THAT IT WILL NOT BE STRESSED OR n 6. ELECTRICAL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF PULLED TIGHT DURING BACKFILLING OR SETTLING. THE NATIONAL ELECTRICAL CODE AS WELL AS ALL APPLICABLE LOCAL CODES. 13. BACKFILL AROUND THE UNDERGROUND ELECTRICAL CABLE WITH FINE GRANULAR MATERIAL. 7. UNDERGROUND ELECTRICAL SERVICE CABLE USED WITH THE SINGULAIR SYSTEM MUST BE 14. THE UNDERGROUND ELECTRICAL CABLE SHOULD HAVE AT LEAST TWO FEET OF EARTH UL AND CSA APPROVED, TYPE UF,#14/2 AWG MINIMUM AND MUST HAVE A FULL-SIZE CENTER COVER. IF THE PROPOSED FINISHED. >- GROUND. LARGER CABLE IS REQUIRED IF THE UNDERGROUND SERVICE NEEDS TO BE RUN GRADE WILL NOT PERMIT THIS COVERAGE,THE CABLE SHOULD BE INSTALLED IN APPROVED MORE THAN 80 FEET. CONSULT YOUR ELECTRICIAN FOR DETAILS. CONDUIT FROM THE TANK TO THE BUILDING FOUNDATION. 8. THE UNDERGROUND CABLE INSTALLATION MUST BE UNSPLICED FROM THE LOCATION OF THE 15. ALWAYS ENCASE THE ELECTRICAL CABLE IN CONDUIT ANY TIME IT IS ABOVE FINISHED �- SERVICE PRO CONTROL CENTER INTO THE AERATOR MOUNTING RISER ABOVE THE GRADE. ROUTE THE CONDUIT AND CABLE AS DIRECTLY AS POSSIBLE TO THE CONTROL 00 > ? AERATION CHAMBER OF THE SINGULAIR TANK. CENTER MOUNTING LOCATION. l, 3s 9. INSTALL A WATERTIGHT CONDUIT FITTING INTO THE POWER CABLE ENTRANCE IN THE SIDE 16, USE TNT CONTROL CENTER WITH CELL PHONE TELEMETRY OPTION. OF THE AERATOR MOUNTING RISER. INSERT THE FREE END OF THE POWER CABLE THROUGH A PRE-FORMED TWO FOOT BY ONE FOOT CONDUIT ELL,THEN INTO THE tri WATERTIGHT CONDUIT FITTING IN THE POWER CABLE ENTRANCE OF THE AERATOR c MOUNTING RISER. GUIDE THE POWER CABLE UP INTO THE AERATOR MOUNTING RISER. PULL ENOUGH CABLE THROUGH THE RISER TO REACH THIRTY-SIX INCHES ABOVE THE RISER OPENING. COIL AND SECURE THE CABLE IN THE MOUNTING RISER SO THAT IT WILL NOT HANG ,1w DOWN INTO THE TANK WHILE THE SYSTEM IS BEING FILLED WITH WATER. r PROPERTY TAX MAP* 1000-14-02-1.9 GENERAL CONDITIONS: 5.Access to each tank or compartment of the tank shall be provided by a C) manhole and a cover with an inside dimension of at least 20 inches in O PROPERTY OWNER: 1. installation shall comply with Suffolk County Department of Health diameter, and in compliance with 5-111 and 5-11413-7 of CDHS Residential NAME: DAVID& LINDSAY LEVIN Services' Regulations, Standards, and Requirements, and shall be strictly in Standard 2016.All openings shall meet the following requirements: 1 PHONE: 212 254 1175 accordance to the manufacturer's instructions. a. Openings shall be provided over all inlet and outlet pipes d E-MAIL: rzamora@ryallporter.com b. Where extensions are required,they shall be watertight STREET ADDRESS: 29821 Main Road 2.The installer must hold a current Liquid Waste License pursuant to c. Septic tank&I/A OWTS manufacturers shall provide a label of ORIENT, NY 11957 Chapter 563 Article VII (Septic Industry Businesses) and Endorsement J noncorrosive material in prominent location at each access opening O (Innovative and Alternative Treatment System Installer)through the Suffolk to warn"entrance into tank may be fatal" += -a County Department of Labor, Licensing and Consumer Affairs, pursuant to 0 SANITARY SYSTEM DESIGN: Suffolk County Code§ 563-79(11) (J).The Department of Labor, Licensing, 6. All wall penetrations shall be connected to the tank with a watertight sealed U and Consumer Affairs maintains a list of liquid waste license holders. flexible joint and the pipe gasket shall be fastened to the pipe with a stainless MAIN HOUSE steel retractable clamp. #OF BEDROOM: 4 3.All installed 1/A OWTS are required to have an initial 3 year warranty. ADVANCED TREATMENT UNIT: SINGULAIR TNT-50OGDP BY 7.Where a tank is in sections, it shall be sealed w/one (1)inch butylrubber NORWECO 4.All installed I/A OWTS are required to have active O&M (Operation and joint sealant which confirms to ASTM C-990 Q IIA OWTS CAPACITY: 440 GAL.PER DAY Maintenance)Agreements between the property owner and service LEACHING POOL: (1)-8'DIA.X 12 FT provider. SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS 1.All applicable recommendations provided by the manufacturer shall be ACCESSORY BUILDING 5. Service providers must report all O&M activities to SCDHS (Suffolk implemented. #OF BEDROOM: 0 County Department of Health Services). BLACK WATER SEPTIC TANK: 1,000 GAL. 2.The septic tank&I/A OWTS shall be installed level in all directions(with a GREYWATER SEPTIC TANK: 1,000 GAL. 6. Covenants may be required on properties where I/A OWTS are installed maximum tolerance in any direction of+/-one quarter inch) on a minimum 3 LEACHING POOL: (1)- V DIA.X 12 FT requiring: system replacement in event of failure;0&M requirement; access inch thick,unless otherwise instructed by the manufacturer, bed of properly ti. to DHS inspection/sampling on quarterly basis if needed; other requirements leveled and compacted sand (free from rocks) or pea gravel. Backfill shall be a, ti that SCDHS deems necessary. placed around the septic tank&I/A OWTS in such a manner as to avoid Lo N ¢ m � wdamage. Backfill shall be free of large stones,stumps,and construction `' s O 1'_3Us i OK G ar.-AtY Da PAR i pE)" F 1$.ALTH SEMJlcES 7. Performance Standards for I/A OWTS Technologies: debris. 1 � , I/A OWTS must meet treated effluent concentrations for total nitrogen of r '" € `` i z�`' iC��l� nineteen (19)mg/L or less. 3.The top of the septic tank&I/A OWTS shall not be located greater than two E � and half feet or less than one foot below final grade.For septic tank&I/A t SEPTIC/TREATMENT CONSTRUCTION CRITERIA: OWTS with domes,the top of the dome shall not be located greater than two 1. Concrete shall be minimum 3000 psi, 28-day compressive strength test. and half feet or less than one foot below final grade. W m c o_ D O U l I i,. 2. Sepbc/Treatment GENERAL NOTE - -- r --A; . i. All walls,floors, roof and access covers shall resist an applied force 1. Before any execution,verify on sit*, if applicable: Apt, i-zovE: �� of 300 pounds per square foot(psf). -GRADE ELEVATIONS w ii. Non-concrete prefabricated septic tank&I/A OWTSs shall conform -HOUSE TRAPS AND WASTE LINES LOCATIONS AND INVERT TOTAL.�a�;W1`,�9€4(3EEDe 00,.vzS_ to the International Association of Plumbing and Mechanical Officials ELEVATIONS E YEARS � T _ F f' "American National Standard for Prefabricated septic tanks"ANSI -LEACHING POOL,IF EXISTING, LOCATIONS, SIZES AND EXPIRES�} f z � "� ` APPROVAL Z1000-2007 and any updates thereto. ELEVATIONS iii. Each septic tank&1/A OWTS shall be identified by the manufacturer -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,ANDIOR and display the following information permanently marked at the inlet STRUCTURES INSPEIend of the tank: -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS ABBREVIATIONS: CAVATION j 1. Manufacturer name or logo INSTALLATION FOR 2. Capacity and number of openings & AND 3. Maximum design load 2. Garbage disposal units shall not be installed with a I/A OWTS. ch @ AT 4.The date manufactured. BW BLACK WATER iv. HDPE covers and risers are required to be used on non-concrete CONC. CONCRETE septic tank and optional on concrete tank.They shall be set at C.O. CLEAN OUT E ATTACHED SPECIAL CoNDITIONfinished grade, be looking,watertight, insect-proof, and be approved " '> E or ELEC. ELECTRIC GRADING AN N � LOT SAN for sewerage use. Abandortfr eel `�istill' ( � llti3l tt o a) ELEV.or EL. ELEVATION TCAs C4)MfCiry1-, r1Ce With��c)� tit �� t requirer hI Submit a. _J ------ G GAS 3.Septic tank&l/A OWTS shall be watertight and constructed of sound complete form W �v ° 6 prod CD GFCI GROUND FAULT CIRCUIT INTERRUPTER and durable materials that are not subject to excessive corrosion or decay. GW GREYWATER a.All septic tank&I/A OWTS must be certified as watertight by HDPE HIGH-DENSITY POLYETHYLENE manufacturer using either vacuum testing or water testing methods. Z I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER i. Vacuum testing must pull 4"of Mercury(Hg),for 5 minutes TREATMENT SYSTEM with a loss of 10%or less. POOL ii. Water e9 , ltank 2"above riser connection with � MAX. MAXIMUM water for 24 hours, refill water to height if needed, must C: MIN. MINIMUM for 1 hour with zero loss. N.I.C. NOT TO SCALE b.All penetrations in the tank must be watertight using sealed flexible REQ. REQUIRED joints. SCDHS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ' s� ST SEPTIC TANK 4.There shall be a minimum one-foot air space measured from the outlet W WATER invert to the bottom of the tank cover. .'; W/ WITH �� �, N --- AREA OF ACCESSORY STRUCTURE - AREA OF MAIN HOUSE I/A OWTS LAYOUT --- TEST HOLE a SANITARY SYSTEM LAYOUT a d CL" I N/O/F C) �,` F" '1 ` y I 1 /^ 4 CECELIA&PARVIZ LALEZARI Gz ,r' I O 0 1168.21' N15'09'20"W m - _ N2 I \ ; SIDE YARD SETBACK r r r I ! — PROPaSE6 END OF EXIS INCa I m. i ;" / N0 N/O/F I == " , � � lzx1STIR�GF�OAD WELL �r '� l i , SOUTHOLD TOWN OF .I --_ NATURE CONSERVANCY �r Z I _, ..,.._ �� ,-j kik �, h. w rp„ , i I / y o10 t x of,'l','„` 1 w ro 11 ,' /� I 1�;'� ;, I p [— �1 SID YARD SETBACK -`� m I<{a�p 1160.3'.' S16°19'/15"E �1 \ E N/O/F � 4\ - O EDWARD & JOAN PRAGER kq�/ m C 0 0 U EXISTING WELL _"_ ---.-.._-----....._._..___._-_....._--.�_-.._._.._.___..._.._...._ �_._..,_...._.--- .-- TEST HOLE DATA McDONALD GEO SCIENCE 12121115 LTH SERVICESS SU'F F,'DLK COU DEpAp,-rlNpjENT OF HEA EL. 27.1' BROWN SILTY SAND SM cn d) 0 E NUMBER: � � T BROWN SILT ML FOR ENAL CONDITIONS . GEE DRAWING o a} REVIEWER'S INITIALS:_- BROWN SILTY SAND SM Z 29` a WATER IN BROWN SILTY SAND SM -E 30' PECTI WATER IN PALE BROWN FINE SAND SP SITE PLAN IS BASED ON SURVEY BY PECONIC SURVEYORS PC. DATED APRIL 19, 2016 33' WITH SITE PLAN PROVIDED BY RYALL PORTER ARCHITECTS � 2 � NOTE: WATER ENCOUNTERED 29'BELOW SURFACE 4 SANITARY SYSTEMS LAYOUT KEY _ .- _.___---- _ _-_-- _ ..__.__-__ _-___.._ -__... _.----__ _ _ _ _-..__ _ _._._. 0 1`11 = 1001 PI �." l�LtpllP _-___._............ ..LAYOUT KEY_.,,_.. -_., ____. -.._ _ __. __.,—. .,.... - Pig LID L�� 06d � cn SCD 0 IpE:YARD SETBACK I _ ✓ti s �- ( � LTter ICS 8 ' �, r 1 ' W� '"'=„ �`".`-•1 ec'" '\� � 2 fd�� 6#� i�°e���� �a' .,r.uwyr,-1 � 1co \ 74t t t Fr, d ppb UMBER: J cn O` SEE DIMla Cf` FOR ' �E IAL€ �' I �`IO o l � ' FtlEll ' 'a NS7 lAC c 0 N x r \O , + r r E —7—� ti N Q co t / r 2 0 cu j rr r E ? , ELEC. CONTROL PANEL AND GFCI DUPLEX OUTLET IN WATER SEALED CASING W O > ' ` UNDERGROUND ELEC. LINE FOR I/A OWTS Wl CONDUIT OVER CONC.TANK-�_ / © tr � r + NORWECO SINGULAIR /� _ _.���' _=_. Y TNT500GPD ( } / SAMPLING PORT -----� _.-..__ .. J 9TH/ �,' a i `, Q a) DRYWELL i LEACHING PIT cb TYP. j S' DIA, 12' H �' y LP r_ _ _ I1_YARD__SE__TSr4_CK_ _. w _ ID y E e? - 2"MIN, UNDERGROUND VENT, PIPED TO THE EXTERIOR 0 0 ® , SIDE OF THE HOUSE, UNDER THE DECK, SEAL JOINTS, SLOPE DOWN TO TERMINATION AT 15"MIN.ABOVE CV t r t O POTENTIAL LOCATION FOR y + GRADE, T MIN. DISTANCE FROM ANY OPENINGS, WITH ,, Q) 0 r M LEACHING PIT 50°!o EXPANSION CHARCOAL FILTER. ("Sweet Air"by https:Hsweetair.com/, ®r � '�F �° � � � EQ.) rr 1-011 t E d N Q SUFFOLK COUNTY DEPARTMENTF HEALTH SERVICES tI AMR,as eV E akr t� REFERENCE NCE NUM ER, 10_ f6-dO35 c: E � (6 SEE WIN /.__ F FOR SPEC IAL CONDITIONS M REVIEWER'S INITIALS: : MAIN —- CONTROL PANEL O HOUSE "SERVICE PRO v M v_ CONTROL CENTER" U1 cis Z — VENT TERMINATION W/CHARCOAL FILTER 4"WASTE -------. 4"WASTE --- 1/4"PER 12" UNDERGROUND 2"MIN.VENT PIPE 1/8"PER 12" SLOPE MIN. SLOPE MIN. -�- UNDERGROUND SAMPLING - ELECTRICAL LINE PORT r� r f�0 z Q m - GRADE ELEV. 30' i� � 56'+/- 8.0' ELEV. 31' - � .a GRADE ELEV. 29' +/- -...-._._. GRADE ELEV.29'+/- E - - - - - - - - - - - - - - - - � �_ _ _ _ _ - o coo POWER SUPPLY ------ - -- I/A OWTS CONNECTED TO SINGULAIR DEDICATED 115 VOLT AC, TNT50ODPS SINGLE-PHASE, 10 AMP LEACHING MIN., 15 AMP MAX. PIT CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL OF THE HOUSE Ui v6;N 04 04 N > > O _jUj w W O ►- w ly Of U .� Uj W w LLJ> z a Main House Sanitary System (i/A S) r Section-Diagram ® c P 2 Ott frm ID ire as .r# s a0 n � r LO REQUIRED SIDE SETBACK o —————————————— — —i ''✓' ,,�', � � o C Utv ItU- 2 4m Z a 1 0z,e t # ' t OF HEA H R 4- r I pp (� r. m r 1 � o "ME 6WkWING OF 1 DRYWELL 15 (n I WER'S INITIALS: a DRYWELL -- /'��/tu /�y i ice. Z /� - PROPOSED - _ .`'^ "� -.," 'aa�.,..... - I E >, DRIVEWAY / ; �`�«�- , ., CD 31 J. DRYWELL x I 0 1(u O \ POTENTIAL LOCATION FOR __._.___ LEACHING PIT 50°la EXF'ANS[CaN__:_ '' LP 8` ��,�4- ST1 7t7�; j LEACHING PIT .- fi $' DIA, 12'H � '` "` 23��v �' �� ' w �t3 \ it SAMPLING PORT __ _._ __ _ ___7, _ � , 1000 GAL. MIN, GREYWATER SEPTIC TANK 1000 GAL. MIN. BLACK WATER SEPTIC TANK W/OVERFLOW TO GREYWATER - .--:� DRYWELL REQUIRED SIDE YARD SETBACKco C\lIj} !�fiat. s PROPERTY LINE r SANITANY SYSTEM LAYOUT, Accessory ` Q 4 -�, Structure `t �y - (0 BLACK WATER GREYWATER --- OVERFLOW PIPE FROM LINE FROM c E 4"WASTE 4"WASTE BLACK WATER SEPTIC TANK GREYWATER SEPTIC TANK M U) 1/4"PER 12" 1/4"PER 12" TO GREYWATER SEPTIC TANK TO LEACHING PIT SLOPE MIN. SLOPE MIN. 4"WASTE 4"WASTE fa-) CU 1/8"PER 12" SLOPE MIN, 1/8"PER 12" SLOPE MIN. C) 20 GRADE ELEV.211 — GRADE ELEV.20.0'+/- GRADE ELEV. 19.3'+/- C'15 23.0'+/- U) ELEV.22' 10.0'+/- 7.01 +/- 8.0' 0)E t 00 SAMPLING �F; PORT ,0)z HOUSE TRAPS STI BLACK WATER ST2 LO FOR EACH GRAY AND BLACK WATER LINES SEPTIC TANK GREYWATER LEACHING x 0 SEPTIC TANK PIT O E N :3 z w 2— M ME w -j a- 0 0 0 w w ww w w w w w w z z Accessory Structure Sanitary System Section-Dia9fam N.T.S. rnlAENT OF HIFALTH SERVICES suv'FOL ' Cat, i—l� AU 0 E "S REFEK,JvUL 3: OF FOR SPECIAL CONDITIONS r SES,. D SA'041 N G > REVIEWER'S INITIALS y a) 0 cc 0 2 (D NORWECO FRESH AIR VENT - O ASSEMBLY TO BE REMOVED AND GENERAL NOTES: CAPPED(NOT USED) C) INSTEAD, INSTALL 2"MIN.VENT 1. SINGULAIRD/AERATOR,AS TESTED AND ACCEPTED BY NSF, OPERATING 60 MINUTES ON/60 PIPED FROM THE SIDE OF RISER MINUTES OFF. V TO THE EXTERIOR SIDE OF THE 2. FALL THROUGH SINGULAIR®/PLANT FROM INLET INVERT TO OUTLET INVERT IS FOUR HOUSE, TERMINATED AT 18"MIN. INCHES. INLET INVERT IS TWELVE INCHES BELOW TANK TOP. ABOVE GRADE WITH CHARCOAL OPTIONAL BLUE CRYSTAL 3. ON DEEPER INSTALLATIONS, HDPE RISERS MUST BE USED TO EXTEND AERATOR MOUNTING FILTER."SWEET AIR"BY CHLORINATION SYSTEM CASTING AND BIO-KINETIC®/SYSTEM MOUNTING CASTING TO GRADE. INSPECTION COVER ON N http://sweetair.com, OR EQ. PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. OPTIONAL BIO-NEUTRALIZER 4. TANK REINFORCED PER ACI STD. 318. N SINGULAIR AERATOR DECHLORINATION SYSTEM 5. ALL COVERS AND RISERS AS PER MANUFACTURER'S RECOMENDATIONS AND IN COMPLIANCE Q '8 Z WITH SCDHS RESIDENTIAL STANDARDS 2016 SECTION 5-111 AND 5-11413-7. UNDERGROUND -- w N 6. CONTACT THE LOCAL, LICENSED SINGULAIRO/ DISTRIBUTOR FOR ELECTRICAL N POWER SUPPLY v io m REQUIREMENTS. a.N ENTRANCE w 07 co AERATOR: cr :—U 7. UNDERGROUND POWER SUPPLY MUST BE WIRED FROM THE AERATOR TO AN APPROVED APPROVED _.! _-.__.. _._ a z SINGULAIRO CONTROL CENTER. POWER SUPPLY SHALL BE IN CONDUIT OVER UNIT. SEALANT OR - d Q N 8. SINGULAIRO CONTROL CENTER MUST BE WIRED INTO A SEPARATE 10 AMP MIN., 15 AMP MAX. SEALING CIRCUIT BREAKER AT MAIN ELECTRICAL SERVICE PANEL IN THE FACILITY. DEVICE 9 AERATOR AND AERATOR CONTROL CENTER MUST BE PROPERLY GROUNDED .. rr E � , _ _' EFFLUENT 10. THE LOCAL, LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. INFLUENT BIO-KINETIC SYSTEM: 4"DIA. W -~� _._ 4"DIAMETER EFFLUENT °' izz INFLUENT - - LINE 11. AFTER INSTALLATION,ALL CHAMBERS OF THE SINGULAIR TANK SHOULD BE FULL TO THE ul) m LINE o 00 FLOW LINE WITH CLEAN HOLD DOWN WATER. O T 12. INTERNAL AND EXTERNAL PRESSURE EQUALIZATION ON THE BIO-KINETIC SYSTEM IS MANAGED AUTOMATICALLY BY THE DRAIN VALVE AND FILL VALVE 0) 13. WHEN USING OPTIONAL CHEMICAL FEED TUBES, INSURE THE BLUE CRYSTAL®CHLORINATION / FEED TUBE IS INSTALLED THROUGH THE MOUNTING COLLAR NEAREST THE AERATOR MOUNTING BIO-KINETIC SYSTEM CASTING,AND THE BIO-NEUTRALIZERE) DECHLORINATION FEED TUBE IS INSTALLED THROUGH Z PRETREATMENT ------- THE MOUNTING COLLAR NEAREST THE SYSTEM OUTLET. d)j a) CHAMBER 14. BIO-STATIC@ SLUDGE RETURNS MUST BE INSTALLED PRIOR TO INSTALLATION OF THE BIO- ° m B s SUBMERGED TRANSFER -- ------ FINAL CLARIFICATION KINETIC®SYSTEM MOUNTING CASTINGS. PORT CAST-IN-PLACE - - CHAMBER 15. ONE BIO-STATIC®SLUDGE RETURN ASSEMBLY IS REQUIRED FOR 500 GPD, 750 GPD AND 1000 AERATION GPD SYSTEMS.TWO Bio-STATIC 6 SLUDGE RETURN ASSEMBLIES ARE REQUIRED FOR 1250 EXTENDED AERATION CHAMBER -- BIO-STATIC SLUDGE RETURN GPD AND 1500 GPD SYSTEMS. CHAMBER TRANSFER PORT 16. THE BIO-STATICO SLUDGE RETURN IS INSTALLED IN THE FINAL CLARIFICATION CHAMBER 4"GRAVEL, SAND OR — DURING TANK SETTING. FINE CRUSHED STONE LEVELING PAD �I l a k IBJ d � g�r �' 'I �Mi VA ®WTS �i�t�RV1/EC® TNT500GF'� Detail LTH SERVICES� Irl-r-RLil ruu�'����.1� O 4"DIA. HDPE SAMPLING S 2:PORT W/LOCKING CAP .31 � � 1 � � 11 l ) � o REVIEWER'S INITIALS li _ EFFLUENT � ' _ -- � �. CD n to U Zo TO 1/8 PER 12" L)_Typ it _ lire ®rt tailo 28 _- _ _ CL Lo 00 O FROM TO LP FROM HOUSE TRAP / Co HOUSE TRAP 1?u� COVER TO GRADE m FROM STI IF DROP"T"IS USED U) Lo 2� ON INLET mm COVER TO GRADE LOCKING CASTING LOCKING CASTING X TO GRADE IF DRO "T"IS USED TO GRADE ON INLET 20"MIN, 20"MIN. N:;r C'J COLLAR AS REQUIRED ED 64 < ap COLLAR AS INLET FROM ST1 T o REQUIRED SEE LAYOUT FOR LOCATION MIN.4"DIA. L MIN.4"DIA. _U MIN.4"DIA. CLASS 2400 INLET FROM E CLASS 2400 CLASS 2400 PIPE OR INFLUENT OW PIPE OR HOUSE TRAP EFFLUENT PIPE OR z (o 7-N EQUIVALENT t EQUIVALENT EFFLUENT EQUIVALENT Is EQ OVERFLOW PITCHED MIN. TO ST2 PITCHED MIN. 1/8" MIN.4"DIA. PITCHED MIN. 1/8" m e 1/4"PER 12" PER 12" CLASS 2400 PER 12" 0 0 0 PIPE OR rl EQUIVALENT MAKE DROP"T" PITCHED MIN. MAKE DROP"T" 7 ACCESSIBLE FOR 1/4" PER 12" ACCESSIBLE FOR 1 MAINTENANCE MAINTENANCE BAFFLE WALL MIN, 3"SAND OR BAFFLE WALL MIN, 3"SAND OR PEA GRAVEL PEA GRAVEL "tic Tank Detail for ST2 (qr�ywate S N.T.S. N.T.S. Cn :3 SUFFOLK 'C' lY DEPARTMENT OF HEALTH SERVICES 0 X REFERENCE NIUNBE_R� j CL _j SEE DRAWING OF FOR SPECIAL CONDITIONS REVIEWER'S INITIALS: z .EP Q? 2 A m 'o o 2 CL Lo ko O 1 , `• 1 •• 1 1 , •. 1 _ 5 -A 1 , O , .teaAr ''+. 1`1 1 3 CP En S'•. \ 0 70 `+ 1 421.00' F" � 1 CMF : j. ` 41*J� OS i !--- 147.17 $I � NDS pUN�ARY .0.2 � � TER WETLAP� �j, `�,, ASE pE INEATE� D 2016 `�y 'v: EN-CONSULT ANTS, J OF WLF WLF i8 PNcY WLF WLF #� '1 Wl#9F #3 #4 ♦` j&LF WLF '♦+' LF WLF #10 #2 l F #1F+ WLF Y 47,7 µ• J lz S. LIC. NO. PECC 241,540 80. FT. or 5.545 Acres (631) rc- 020 FAX A, P.C. 7657-? (x.31) ���-�®�� �-AX P.O. BOX 909 1230 TRAVELER SME'E"T SOUTHOL:D, N.Y. 11971 r 25.0'--A < m z m > RAIN RUN OFF CONTAINMENT PROPOSED HOUSE 991sq.f t 15.0 'ofe)(\'51 NO T-0 991 x 0.17 x 1 = 168.5 sq.f t oi� t 169142.2 = 4 V7 PROVIDE (2) DWS 80 X 8' DEEP o Ln t OR EQUAL -A 7FST HOLE DATA it0 t McDONALD GEOSCIENCE 1. 0! c__ cn t 12121115 i a EL. 271' t i BROWN SILTY SAND SM 0 t- 0 — 4, BROWN SILT ML r_ c 80 0 t �11 it it BROWN SILTY SAND SM 10 t i t i 29' 7Q WA TER IN BROWN SILTY SAND SM m : Jop > ; WATER IN PALE BROWN F7NE SAND SP NO TE WATER ENCOUNTERED 29' BELOW SURFACE B VD _r� \ .,\\ ZONA m z FIN. FLR. EL.31.0' GRADING PLAN N.T.S. 15.6 FINISIED GRADE EL.27' 27-0' 1000 GAL 6" &,C) ......... ...... SEPCo TANKTIIE , Ej0=11=1� A114k/ ------ 25 = (3) , MME= cp 000 4" APPROVED 3' SAND 80 80 3' SAND COLLAR LEACHING COLLAR MF PIPE _z POOL m 4 0 ol m : X : PROPOSED SEP77C SYS7FM EL.7' SOU RE CD (4 BEDROOMS) 8'0 UD ow- 1-1000 GAL. SEP 77C TANK &SAND GRAVEL 1-80 LEACHING POOL 12' DEEP EL.-3' WITH J' CLEAN SAND COLLAR REMOVE MATERIAL DOW (SAND SP) TO SAND SP AND BACK FILL WITH CLEAN SAND TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE SPECIFICA770NS %vp 28-o' KEY A = STAKE SET (D = WELL M = MONUMENT = TEST HOLE = WETLANDS FLAG ANY AL7ERAT7ON OR ADD177ON TO THIS SURVEY IS A WOLAT70N FLOOD ZONES FROM FIRM 36103CO068H 912512009 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW TOT EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICAT70NS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ELEVA77ONS & CONTOUR LINES ARE REVISED TO NAVD 88 DATUM ARE SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR U.S. COASTAL GEODETEDIC BENCHMARK S325 WHOSE SIGNATURE APPEARS HEREON. a s ljli TiE UNE 197._70�--�-- oN N82°33940"E MHWM _ - - 5PILE OF BLUFF 8 4 AT B01TOM 1126 _- —60TTOM 6 OTT 10 8 1� .26 28 tv FL 1 12 _ 30 2 �P1EBOULDERS) flOD IIE14 16 18 14 _ n 22 224 2 ON �� BLUFF BOTTOM BL �uN ARALl� NE � 26- _ .._ FR OR OWI n 3 2B 28 30-- r- .. 36 SCUFF IS SUPP FOU 4 34 _ 32 34 __ 38 ��Pp1AN� B���ASS 32 /1 42 STEP -n __ - L C Ap�NE4o- r r - Azz.r� 42 k c 40- o Z S6 rn 1 38 SUN Z�N (Ju " 6Ts�o CLl D 36 SEPTIC Q -.T_ OF BLUFF - _ 10p' FROM v PROP. \ d' CONTOURS A� EXISTING \ ^�6 F 34 34 � LON(RO�Ut\-ET114NEIGHBORS \ �- --- �� \ ELEG. DUP\�EX� LpgiN HOUSE PER SEP E 51- \\N� A ou GROUND FLOOR \ 32 U�E WN O VES LONL. TANS FFE = 31'-0" ASL �OiIpUIT AREA OF 1 DW\ \ OWTy 1NT`'� 5 I> DISTURBANCE E \� / \15 NAcl IR \ 1,6.3 30 OLP TION' ION , XPANSG \ HOLE_ J-4 ------ c B\L \ Po PGN\tAeNpRS _I-Et-27.1 - i PIT o E -�\ O P 150' } \ D --- - - 28 (WELL rn N ��o (v ^I \m Icv �UCA\0 EX15C1NG \ 3 \ n \1 WELL NEGP PGE \1 1 2 26 T 1 rA E LEC• 24 \ —_ � -�� � �__-�- - 15.0 \c .••�\\ \ N J\ 51I tib \ NG WELL c� �tANSFORMER \a G7 f) / 7 RP c •F (VACANT) POO\' 22 ;` \ \ c WOOO ;I 22. SEP�1 pROp00R IS�� noN:I FEr1E 45.0' !D�/ 3p.0 IN 6LPL��p P�¢ElyyPTE\ ON L. LOW Tu c POP. CTURSSOR \ \p00 \N1 OVE�F C�1ZE�WPZE� SEP 19.5' ;0 \F SPL CAIN• 2 \ ROPgUP �Y 2l-- 175=/yam I� 5P \ i 1 ST ST rn k ST2y y 10.1 \ ----- ----- k5 _ Pii N \ A F 15.0' 120 `� �\ DSNRgAsfE > \ \LP 1 \'8 Z 42,62 o 0 � \ n z 6 -0 I I \\ O\�NT1P\ ?ON PO,A f m S� m \ P ~D W\ I \ 18 AREA OF D/ST(IRBANCE \ 3� P • / 1 Fou- r\ P�aP SE\F,.GC P1E 1-16-0035 SURVEY OF PROPERT' IN ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, ® ] 1000-14-02-1.9 .v- 0 SCALE: 1 -5 FEB. 10, 2016 MARCH 10, 2016 (RE WSIONS) APRIL 4, 2016 (REVISIONS) YAC-CARINO APRIL 19, 2016 (REVISIONS) 02-03-2017 �A fO2'��03' 2( AUGUST 10, 2016 (FOUNDA77ON STAKEOL SEPTEMBER 26, 2016 (FOUNDATION LOCAT NOVEMBER J, 2016 (T PC. RE SEI}) DECEMBER 29, 2016 (RE WSIONS) JANUARY 1,3, 2017 (RE WSIC NS) JANUARY 20, 2017 (REVISIONS) FEBRUARY J, 2017 (RE WSIONS) ty 00 VfN -A -,r 713 Ul 5'.