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HomeMy WebLinkAboutLatin Fuzion/2245 MCR LLC g�FFO[�► - ELIZABETH A.NEVILLE, MMC �y0� COpy Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 CA REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER p Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER '�Ol �`1 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department D D FROM: Sabrina Born, Southold Town Clerk's Office AUG 1 6 2018 DATED: August 16, 2018 BUILDING DEPT• TOWN OF SOUTHOLD RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4638C for a Cesspool/Septic Tank Construction Permit submitted by: Ana Victorias LLC (Latin Fuzion Restaurant) for 2245 MCR LLC. Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. I have reviewed the application and location map of the project cited above and make the following recommendations: n APPROVE I✓ DISAPPROVE Comments: Final approval required from the Suffolk County Health Department - --- - -- - -- --- -- -- - -- ---- ----- ----- ---- ------- --------- - -- --- -- - - ---- - -- -- -- -- ------- -- r Signature D8/oto Dated ELIZABETH A. NEVILLE, MMCt Town Hall, 53095 Main Road TOWN CLERK P.O.Box 1179 . Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER w Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER * � www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: August 16, 2018 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4638C for a Cesspool/Septic Tank Construction Permit submitted b Ana Victorias LLC' Latin Fuzion Restaurant for 2245 MCR LLC. Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE .... DISAPPROVE — Comments: in l a� l nµ gal arc ta�tuc�Il —If o1 Cu,,THaaltl Signature Dated ELIZABETHA. r, �� Town , 53096 n a� TOWN IC P.O. ox 1179 GIST F IT STATISTICS Southold, New York 11971 R ( E OFFICER Fax (631) 766-6145 RECORDS MANAGEMENT OFFICER y w Telephone(631)766-1800 FREEDOM[OF INFORMATION OFFICE ��� ., "���� southoldtown,northfork,riet OFFICE OF THE TOWN CLE' TOWN OF SOUTHOLD SOUTHOLD WASTEWATER APPLICATION CONSTRUCTION or ALTERATION PERAM CESSPOOL r SEPTIC TANK Residential @ 10 or Non-Residential 25 Appfication,'N (1, �1 b37� P ormi t.No06- P Applicant Ne . ...�� .._ � N.: � 4.....� .o. �. m. . , . 3 Applicant MailingAddr s .. _ r. _...._.� .. . .. _....... .�. _. ._..._ V-A Septic Tank or Cesspool Brief D sorlptioli of Proposed �,C�ostaiction or- .,iteraaz0ai 051& 116A .� _ Location r osed Construction/Alteration: Owner of Owner Mailing Add.I`o= Owner Property A ddress ........ ,., ._. ....,,. _ .., .. _.. .. Name and phone number of Tax Map No: Section . m Block....... _. �.. Lot-, Cross Street ,. NOTE: LOCATION MUST BE SUBN ITI`ED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVVY WITH HEALTH DEPARTMENT A:PPRO Sigua tire.of, pl) im N Date Received y ® m.._.. i LEGEND > ON-SITE SEWAGE DISPOSAL DESIGN CALCULATIONS SITE .� ` PROPERTY LINE - - - - - - EXISTING SANITARY FLOW CALCULATIONS: WATER THE ALLOWABLE FLOW FOR THE SITE IS 2,466 GPD AS APPROVED BY THE SCDHS BOARD OF REVIEW ON MARCH 21, 2008 TRAVELER STREET ' := ELECTRICAL --E UNDER SCDHS REFERENCE NO. C10-07-0005 WITH NO FUTURE CAMS FOR ADDITIONAL GRANDFATHERING. ter 0„ E +, _ GAS --� 3N 58'23'20" E FIRE N 58 23 2 _ _______ _ _ - ; - TELEPHONE T 25.01 � • ,� Q # LP EXISTING ` SANITARY SEWER :, n SEPTIC �-�*' - M°0° S�•SYSTEM #s $ I, s TOTAL REQUIRED FLOW FOR THE FEATHER HILL SHOPPING CENTER (CALCULATIONS BASED ON CURRENT USES AND WITH STARBUCKS AS A RESTAURANT) o� • 0 I /i I \\\ I0 GT --- GREASE TRAP SANITARY FLOW SANITARY. FLOW KITCHEN KITCHEN FND O I In dNl`pr - LP --- LEACHING POOL (SANITARY) 1. BUILDING SQ. FT. USE GPD SF GPD GPD SF GPD OCCUPANT NAME MON N �\ 5.4 c�,._ ' : / (GPD) / (GPD) Z �� SD --- STORM WATER DRYWELL 1A 481 MEDICAL OFFICE 0.10 48 0 0 PODIATRIST W = - - ST --- SEPTIC TMK 1B 1,114 OFFICE 0.06 67 0 0 ALLSTATE EXISTING 1 STORY LOCATION MAP 3 FRAME B ILDING I 2 1,833 CAFE AKEOUT 16 SFA 0.03 55 0.12 220 LATIN FUZION INCL ME2Z NO SCALE 2 1,242 BASEMENT STORAGE 0.04 50 0 0 LATIN FUZION CELLAR ST M 10 1 3 749 CAFE AKEOUT 16 SEA 0.03 22 0.12 90 WEDNESDAY TABLE LO I eco' 5.4 4 1,412 TAKEOUT 16 SEATS 0.03 42 0.12 169 TAKEOUT RESTAURANT O 5A 953 OFFICE 0.06 57 0 0 PRUDENTIAL. INSURANCE 5B 954 OFFICE 0.06 57 0 0 PRUDENTIAL INSURANCE SANITARY SYSTEM #8 DESIGN CALCULATIONS 5C 400 OFFICE 0.06 24 - 0 0 MCGIVNEY LAW # I SANITARY DESIGN FLOW: (PROPOSED LATIN FUZION 16 SEATS) 6A 615 MEDICAL OFFICE 0.10 62 0 0 EASTERN MEDICINE HOUSTICS BUILDING 2 TAKEOUT: 1,833 X 0.03 GPD/SF - 55 GPD 6B 791 OFFICE 0.06 47 0 0 FOSTER, REEVE ARCHITECT # I BUILDING 2 STORAGE: 1,242 X 0.04 GPD/SF = 50 GP Q 6C 1,194 OFFICE 0.06 72 0 0 CAMINTI LAW 105 GPD ASPHALT PAVEMENT 7A 902 OFFICE 0.06 54 0 0 TOM SPOTA LAW N/0/F U.S POSTAL SERVICE I • KITCHEN DESIGN FLOW: (GREASE TRAP) 7B 1,113 MEDICAL OFFICE 0.10 111 0 0 CURVES • z BUILDING 12: 1,833 SFX 0.12 GPD/SF = 220 GPD 8 2,030 OFFICE 0.06 122 0 0 BLUE DIAMOND SEPTIC TANK DESIGN 9 288 GUIDANCE CENTER 0.06 17 0 0 GUIDANCE CENTER I (SANITARY FLOW + KITCHEN FLOW) x 2 DAYS 10A 654 PRINTER 0.04 26 0 0 DIGITAL BLUEPRINTING 105 + 220 = 325 x 2.0 DAYS = 650 GPD 10B 654 OFFICE 0.06 39 0 0 CELLA LAW I I 10C 1 312 DRY STORE 0.03 39 0' 0 VACANT DRY STORE # • USE (1) PROPOSED 8'0 SEPTIC TANK WITH 4' EFFECTIVE DEPTH = 1.200 GAL 11A 1,356 BANK 0.06 81 0 0 HUDSON CITY BANK GREASE TRAP DESIGN 11B 1,155 MEDICAL OFFICE 0.10 116 0 0 WALL. CHIROPRACTIC 3 KITCHEN FLOW = 220 GPD 12 91 SEATS 91 SEAT RESTAURANT 10 910 20 1,820 RESTAl1RANT 10 GPD T SMI., 20 GPD T KR O ' USE (1) PROPOSED 8'0 SEPTIC TANK WITH 5' EFFECTIVE DEPTH = 1,500 GAL 12 1,200 2ND FLOOR APARTMENT 1 300 0 0 2ND FLOOR APARTMENT � O ASPHALT PAVEMENT I LEACHING POOLS TOTAL 2,420 GPD 2,299 GPD 4,719 GPD CID I SANITARY FLOW + KITCHEN FLOW) x 1 DAY r 105 + 220 = 325 x 1 DAY = 325 GPD / 1.5 CPD/SF = 216.7 SF TOTAL PROPOSED SANITARY FLOW FOR THE FEATHER HILL SHOPPING CENTER AND RESTAURANT: = 2,420 GPD DO N 3 300 SF MIN, LEACHING ARTA REQUIRED. TOTAL EXISTING SANITARY (GRANDFATHERED) FLOW FOR SITE = 4466 GPD THEREFORE O.K. = m co (80 RINGS PROVIDE 25.13 SQ.FT. OF AREA PER FT. OF HEIGHT) GENERAL NOTES O= U z . # (300/25.13 = 11.9 VERTICAL FT. OF RINGS REQUIRED) [LN 150.08USE 1 PRtOPOSED 8'0 SANITARY LEACHING POOLS O 12' EFFECTIVE DEPTH 1• ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM 58'23'20" E CHAIN LINK xFENCE Y��r > ( ( ) TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF TOTAL AREA PROVIDED = 300 SQ.FT. SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH o >-- SERVICES AS REQUIRED. d 8 ASPHALT PAVEMENT 14 EXISTING 1 STORY I � 5076 EXPANSION 2. SITE PIAN AND SURVEY INFORMATION FROM SITE PLANS BY w zo • EXISTING 1 > O � FRAME BUILDING m 11.9 VERTICAL. FT. X 50X = 5.9 VERTICAL FT. Z W O • � FRAME M U USE (1) PROPOSED 8'0 SANITARY LEACHING POOL O 12' EFFECTIVE DEPTH CATAPANO ENGINEERING DATED APRIL 2, 2007. W BUILDING 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH M Q m OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE U_ z • b I = CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN • I ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED n z • ACCORDINGLY IN THE FIELD. z 3t.3' = 4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EXIST. SEPn i,.• M _ ----- EIGHTEEN 18 INCHES VERTICAL IS TO BE MAINTAINED BETWEEN SYSTEO • * ;csi ; `y °`.M. , rw _� 0.2' WATER UNES STORM DRAINAGE AND/OR SANITARY.LINES OR EXISTING 1 \ � I ----- MIXED SAND AND LOAM STRUCTURES. STORY FRAME - 0.5 200 BUILDING \ /EXISTING O 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL r 240' \ / SEPTIC 1 Z PALE BROWN FINE NECESSARY PERMITS BEFORE COMMENCING WORK. O g SEM TO COARSE (SW) 41 - iS.T. 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN 0 TEST HOLE B1f: ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL LAWS, N t�� w , MCDONA_D GEOSCIENCE CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE / BOX 1000 FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS E:3 •��•;,.. �; 50.1 z SOUIHOLD, NY 11971 SHALL. NOT BE BURIED ON-SITE. Z j t°L��� 3 / • I (631) 765-3677 Suffolk County Department of Health Services I / DATE- 11/22/06 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL Approval for Construction-Other Than Single Family ASPHALT PA ENT ' / 170' REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, o L_ V ® • / AND TO ALLOW THE STRUCTURE TO WITHSTAND AASTO H-20 Reference No.S..1V-«' a Design Flow /��/\\ COMMENTS: NO WATER ENCOUNTERED LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. w TEST HOLE 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 These Plaw have been reviewed for general conformance with Suffolk d'- Fn <,.. ,, 40.3 :.IIG PSI / 28 DAY STRENGTH CONCRETE ty epartrnent of Health Services standards, relating to water NOT TO SCoun Dsupply and sewage disposal. Regardless of an omissions, 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFED ON PLANS. inconsistencies or lack of detail, construction is required to be in 1J�RYS accordance with the attached permit conditions and applicable 49.9 26OrBUILD10. ALL PAVEMENT TO BE REMOVED SHALL BE SAWCUT. standards,unless specifically waived by the Department.This approval Xf 11. ALL DISTURBED PAVEMENT, WALKS, CURBING AND LANDSCAPING TO expire3 years from the approval da extended or re ewed. 4 BE RESTORED TO PRE-CONSTRUCTION CONDITIONS UNLESS a ' �o o• EXISTING w / --moo p( I OTHERWISE SPECIFIED BY THE OWNER. av DateIf viewer �o o o, # f. ,� T •# _ # # 12. ELEVATIONS FOR THE PROFILE FROM THE SUFFOLK COUNTY GIS �o � w VIEWER AND REFERENCE THE NAVD '88 DATUM. (} o _ PROP. 50% EXPANSION O i �o �o �o � I G.T. ; 11 7 - z EXISTING SEPTIC EXISTING lh �I EXISTING LP. EXISTING SYSTEM 1�3 STORY FRAM 3• PROP. LP. I o 0BUILDING -lam SYSTEM1 t`q i 3 12 EX o o�_ PROPOSED SEPTIC w I CELLAR AR ��6^ c SYSTEM #8 ' 14` 0 EXISTING 2 t_i HOLE ASPHALT PAVEMENT t O H M STORY BRICK BUILDING O O O 00 M t_/ • 3 SEE WORK N EXISTING EXISTING SEPTIC AREA PLAN I P N SEPTIC SYSTEM 1112 (SHEET P-2) 1 C4 Health Department Approval Stamp Z SYSTEM f7 331.67' � SITE DATA s N # # # # # 259.72 60*32 40"*__`W PROPERTY LOCATION: NORTH SIDE OF MAIN ROAD (N.Y.S. RTE. 25) 4/11/18 SCDHS COMMENTS 331.67' WEST OF BECKWITH AVENUE 3/21/18 SCDHS COMMENTS LocAnON OF WATER MAIN ROAD (N .Y. S . RTE NO . 25 ) TOWN OF0 SOUTHOi�� REVISIONS SERE COUNTY OF SUFFOLK STATE OF NEW YORK S ITE PLAN S.C.T.M.#: 1000-61-1-13.1 i .O � SITE AREA: 3.1482 ACRES o� 30 20 10 0 30 60 90 120 150 Plans are prepared by Condon Engineering,P.C. It is a violation ofthe New York ' GRAPHIC SCALE "- " State Education Law,Article 145,Section 7209,for any person unless acting under 1 -30'-0 PREVIOUS SCDHS REF No. the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter s any item in any way.Kan item bearing the seal of an Engineer,Architect,or Land SCDHS REF No. 5-59 Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the DATED: 02/09/1990 item his/her seal and the notation'Altered by'followed by hisfier signature and the S (���� 1000 61 - 1 - 13.1 A r1�. SCDHS REF No. date of such alterations,and a speck desaQtionofthe alteration. S+ �+ 1 t C10-06-0020 LATIN FUZION NOTES: SCDHS REF. NO. Scale:AS SHOWN Condon Engineering, P.C. FEATHER HILL COMMONS THERE ARE NO NEIGHBORING WELLS WITHIN 150' OF SUBJECT SITE C10-07-0005 1755 Sigsbee Road 53345 MAIN ROAD SCDHS REF. NO. Drawn by,JJC IMatRuck, New York 11952 SOUTHOLD, NEW YORK C10-13-0007 (631)298-1986(631)298-2651 fax OVERALL SITE PLAN & IF Date: 12/28/2017 www•cmdonengineering.com CALCULATIONS e.ayV •fit a y. ,i FINISHEDGRADE CAPPED OR PLUGGED SUFFOLK COUNTY TYPE'F' d=k x } ADJUSTABLE CASTING TO GRADE xk7trt Sap �(rfxti t s; '.� "Ys,:Flo','„�y p,>:,�{ •k'' �>e j�r' n� '''.'' - la ia ADJUST TO GRADE WITH N.J.SHALE '' ',; ; '.s ;� _ 3 ;:-• k.44 5 RED BRICK&MORTAR(MIN.OF TWO i}T . t, ,tt� COURSES&MAX.OF 151 ® 6'LAYEROFSTONE EX.WASTE LINE TO BE t„ F wra :',,;_,'. i° ffi s:,- BRICK UNE AT BUILDING AND SEPTIC TANK MAINTAIN MIN.6'SEPARATION BETWEEN BRICKWORK AND STRUCTURE ,,aaa� ngk's NATURAL GAS LINES ARE DEPTH 6'(MIN.CLASS 150 PIPE) LOCATED AT REAR(NORTH SIDE) (AS REQUIRED) 6"DIA.45*BEND OF THE BUILDING WITH PLAIN END PROVI A CLEANOUTATTHE AND MECHANICAL FACE 0 THE BUILDING ® JOINT FITTING(D.I.P.) N � 6'X6'X6'WYE BRA NCH WITH MECHANICAL JOINT FITTINGS D.I.P. • _is"j v�4, 's.'v1:t,�''�� iF. q Ti•✓I',{'..n'?`�eulv,''- '.Wo-f,%'a;Yi''du?,wNM�:F'v''.+`,-�.,'t,-."H'� er�H,,.�.:i FL—� 6'MIN.DIA. FLOWOW —i 6'MIN.DIA. STORY FRAME� /� pEIUII.DING �'fs zd.E `� t.,s � `h. �ti ','M1•a�u . 's'•, ROOF OVER SSe 4 �a TYPICAL SANITARY HOUSE CONNECTION SS P FENCE ROOF OVER CLEAN-OUT DETAIL X NTS O/ UG ELECTRIC 0/ z UG ELECTRIC I NEW B•0 X 5'DEEP 1,500 GALLON GREASE TRAP 1-12'WEARING COURSE NYS TYPE 6 2-12'BINDER COURSE NYS TYPE 3 BINDER COURSE ` 18 CAREFULLY HAND DIG AT EX.UG 5 "� ELECTRIC. PROTECT AND MAINTAIN ,�. 1 I&1. 6'COMPACTED BASE COURSE f O L� Q �, �� ELECTRIC THROUGHOUT CONSTRUCTION. CONTRACTOR TO HAVE EXISTING (314'STONE BLEND OR CRUSHED CONCRETE) -; .•'. . : .:' :, :', . s: :.':':;: NEW IrO X f DEEP 3 UTILITIES MARKOUT AS REQUIRED. 8'COMPACTED SUBGRADE 1,200 GAL.SEPTIC (10' Ail.) NEW 8'0 X 17 DEEP 50% (COMPACTED TO MIN.95%STANDARD—\,— EXISTING` SEPTIC SYSTEM #1 EXPANSION LEACHING POOL I/ — � — PROCTOR DENSITY) .j 1 EXISTING SEPTIC SYSTEM 03 0)--. ,o /� M TYPICAL PARKING LOT PAVEMENT SECTION 3 NEW 13.0 X 1 r DEEP / 1 NTS LEACHING F OOL ® DW DIN ow DW 3 3 2 WORK AREA PLAN e SANITARY WASTE PIPE PITCH 1/4 INCH A PER FOOT FROM BUILDING, AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s” SANITARY WASTE PIPE PITCH 1/8 INCH APPROVED FROST PER FOOT FROM GREASE TRAP INSTALL DUMMY RINGS OR DOME REFERENCE NUAIEI3ER: Cly—1 PROOFING HEAVY DUTY CAST IRON HEAVY DUTY CAST IRON AS NECESSARY TO BRING _ S 24"0 PRECAST CONC. RISER COVERS '� WATER'T1GHT GONERS WTIIi WATERTIGHT PROPOSED STRUCTURE TO GRADE PROVIDE A CLEANOUT AT RINGS (24" MAX. HEIGHT) FRAME do COVER ER FRAME do COVER W/ MORTAR FROST PROOFING SEE DRAWING#,�OF THE FACE OF THE 2 O PRECAST CONC. ..�,FOR SPECIAL CONDITIONS BUILDING FLOOR APPROVED LOCKING DEVICE APPROVED LOCKING DEVICE HEAVY DUTY CAST IRON COVERS WITH WATERTIGHT REVIEWER'S INITIALS: RISER RINGS (24 ELF-V.=32.1 t t' mill. MAX. HEIGHT) FRAME do COVER W/ APPROVED LOCKING DEVICE ' IRON PIPE TOP OF = 31.6 r max EXISII GRADE TOP OF GRATE = 31.6 24 MIN CAST TRAFFIC �� SLAB TOP OF GRATE = 31.6 EXTENDING THROUGH 1 24" 1' min. FOUNDATION WALL 1-4 20• TRAFFIC BEARING SLAB 2 ax MTRAFFIC BEARING N4" PVC WASTE UNE TOP SLAB Health Department Approval Stamp NEW KITCHEN WASTE KITCHEN WASTE LINE PROP. j � Ir I& LINE INVERT=29.0 INVERT C.4 04 PITCH X INCH PER FOOT (MATCH EXISTING INVERT) = 28.3 PROP. INVERT=27.8 9C3 r ke g . INVERT=27.2PROP. INVERT=27.1 ;� PROP. I 32'-6' = 27.7 o ao N 4 10, PROPOSED 5' Mil. = 8' MSI. SANITARY GENERAL NOTES FOR SANITARY & DRAINAGE STRUCTURES 8'-0' DIAMETER 8'-0- DNMETER LEACHING ALL LEACHING POOLS SHALL BE PLACED 1. ATE TO TEST 4000 P.S.I. O 28 DAYS 4/11/18 SCDHS COMMENTS POOL IN ACCEPTABLE LEACHING SOILS AS 2• REINFORCEMENT MEETS A.S.T.M. A-615, A-185 SPECIFICATIONS 3121/18 SCDHS COMMENTS PROPOSED 1,200 APPROVED BY THE SCDHS. IN THE 4, SYSTEM BQBQMm v�p 2' MAXIMUM MUST BE TRAFFIC BEARING. REVISIONS PROPOSED GREASE TRAP GAL, SEPTIC TANK 4 ENCOUQED LEACHING ATS INTO BE 5. STRUCTURES LOCATED IN PAVED AREAS MUST BE BROUGHT TO GRADE WITH y, CONTINUED TO SUITABLE MATERIAL AND TRAFFIC BEARING CAST IRON FRAME AND SOLID COVER. SOF Nep BACKFILLED AS DETAILED. CUTTING RINGS MAY BE REQUIRED. �P Plans are prepared y Condon Engineering,P.C. It is a violation of the New York State Education Law Article 145,Section 7209,for any person unless acting under EL 15.1 the direction of a liconsed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.lt an item bearing the seal of an Engineer,Architect,or Land \�,� g� DIAtrIETER Surveyor is altered,he altering Engineer,Architect,or Land Surveyor shall a%to the item histher seal arwthe notation'Altered by'followed by his/her signature and the �:. �© PL M date of suchalteratims,anda S.C.T.M.: 1000 61 1 13.1 �. SI`�'. specific description of The alteration. � GROUNDWATER ELEVATION (APPROX. EL 10 PER USGS WELL S32390.1) LATIN FUZION Scale:AS SHOWN Condon Engineering, P.C. FEATHER HILL COMMONS 1755 Si sbee Road 53345 MAIN ROAD Drawn by:JJC , New York 11952 SOUTHOLD NEW YORK 1 SEPTIC SYSTEM PROFILEPn2 NOT•ro SCALE Date: 12/28/2017 (63631 �&2 �298-1986eng'nee ng. mSANITARY PLAN