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HomeMy WebLinkAboutManno, Joseph • SO JTFICLD V>l1STEVIATER DI SPCSAL PERM T CCNSTRIJCTI CN CR ALTERATI CN PERM T SEPTI C TANK or CESSPCCL Per rri t No. 4368 R Fesi dent i al X Non-Rbsi dent i al Fee $ 10. 00 Septic X Cesspool PERM T I SSLED TO NEI rre : J CSEPH N1a N3 Address 1: 1820 KEMfYS RCAD Cs t y St Zi p SCUTHCLD NY 11971 Ikscr i pt on of Proposed Const r uct i on or Al t er at i on SAN TARP SYSTEM FCR SI NCLE FAM LY WI LLI NG APPROVED AS SLBM TIED AND AS APPROVED BY TI-E SLFFCLK CCLNTY DEPARTMENT CF FEALTH SERA CES. Fl NAL APPRO✓AL RECUT FED FRCMI TI-E SLFFCLK CCINTY FEALTH DEPARTMENT. FEF #R10- 15-0069 Narre a Omer JCBEPH IVANVD Mbi I i ng Address 1 1820 KEMWS ROAD City St Zip SCUTHCLD NY 11971 Property Address 1 1820 KENVYS ROAD CS t y St Zi p SCUTHCLD NY 11971 Tax Map Kb. sect i on 75. 00 bI ock 6 I of 3. 200 Cr oss Street MAIN ROAD Bui I di ng Per m t Number Cr oss Ref er ence: I ssue lit e: 3/30/ 16 8 i zabet h A Nbvi I I e Sout hold Tow a er k (TO/N SEAL) e0 � oil OFFOL49 to ELIZABETH A.NEVILLE,MMC ��' ® ®�� Town Hall,53095 Main Road TOWN CLERK ' °' P.O.Box 1179 y :Or - ,*�t t Southold,New York 11971 REGISTRAR OF VITAL STATISTICS °" PPI - 4' 41�� Fax(631)765-6145 MARRIAGE OFFICER �_•�� �®�'��� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER : 0.( . �N sol www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER ' .,,,��,,,•�� OFFICE OF THE TOWN.CLERIC - —; TOWN OF SOUTHO ,D-i; TO: Southold Town Building Department It! JAN 2 0 2016 FROM: Sabrina Born, Southold Town Clerk's Office DATED: January 19,2016 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4368 for a Cesspool/Septic Tank Construction Permit submitted by: _ Joseph Manno 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: Final approval required from the Suffolk County Health Department � I Signature P00 0 Dated //iii,",, ' , g�FFO��Co` ELIZABETH A.NEVILLE t'p h`t` 4 ; a Town Hall, 53095 Main Road TOWN CLERK ; P.O. Box 1179 y Z Southold New York 11971 REGISTRAR OF VITAL STATISTICS '�� Fax(631) 765-6145 MARRIAGE OFFICER y �� RECORDS MANAGEMENT OFFICER �f 0 Telephone (631) 765-1800 O FREEDOM OF INFORMATION OFFICER = ' � �a •� ,',I southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 "r Non-Residential @$25 Application NV-54 Permit No. Applicant Name 'op• d/' /1-114--/v Ai 0 Applicant Mailing Address /g-2 0 /44Wti/ • Soli-fv ") AJ ci /7 7 Septic Tank Cesspool �— " � Brief Description of Proposed Construction or Alteration d iC /e,' l"G ta. f /'�a -P Location of Proposed Construction/Alteration:Owner of Property: -32 5 e/e//s 'e� T? CoN/� ,2� 17119-1KAAA-Aki° Owner Mailing Address/AZO ,/ x/475" irt).Et �7#'° Ny //`f 7/ Owner Property Address: S aM e a5 rn_Di I i n Name and phone number of contact person 63/ 6-6 9'4. Tax Map No: Section l8 0 40 Block 7-s— Lot 3. 2 Cross Street d74/10 el) NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WI :•j EALTH DEPARTMENT APPROVAL /06 Sia• - e of Applicant Date Received by: a a a-La ai. ,././I. WELL LOT 2 MAP OF PROPERTY OF JOHN SCOTT to FILE No. 11699 FILED APRIL 27, 2009 o SITUATE F �9 N_. PECONIC ,'1tIP`y9L TOWN OF SOUTHOLD SEF o����.a 1,6.1; SUFFOLK COUNTY, NEW YORK ,1�I, S.C. TAX No. 1000-75-06-3.2 1 o SCALE 1"=50' —I NOVEMBER 4, 2015 �c.� I 001-. 06 1, I 4A 0) TOTAL AREA = 106,245 sq. ft, 01 111, I co co 2.439 ac. \_ II I WETLAND AREA = 26,235 sq. ft. ‘"\ \5� \ 1 \ I UPLAND AREA = 80,010 sq. ft. o,\ \ \.\\1.\s"--;\11----------' ' 6.1- 1 `N pop'Qti� \ \\ \I \ moi-. NOTES• \ S 1IN 1 ,11,1 / \ \ ts' o 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1958 DATUM EXISTING ELEVATIONS ARE SHOWN THUS.-5-.0 \ �1, \ \ EXISTING CONTOUR LINES ARE SHOWN THUS: ------5----- /� ppy/ r• \ \s v I% I I \\ \\V� s PROPOSED CONTOUR LINES ARE SHOWN THUS: /per' / \ I 1 I I \ \ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS r p Fit 1O �1 / \ I I 4J \ `1��' \ \ `Y.A�^ 1 TANK, 8' dia. x 5' EFFECTIVE DEPTH (1.500 GALLONS) CA Ix OS �,\�y1PS�' / 1 \ I 1 45, \ \ \ ` ` 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA <A ‘,01 J0�G / 1 ` \ // IS i I \ 3 POOLS; 4' DEEP, 8' dia. �� T-Pyc-O Jst(,5 V 1\ 111 i 1 1 I I 'tl�' LJ1 PROPOSED 50% FUTURE EXPANSION POOL 1/�, -5- <'•A<A ` / 1 '111 \\N .111, I \\ 0O° O� 0 PROPOSED B' DIA X 4' DEEP LEACHING POOL Y <(^�l' I - /�Q� 1 ( 11 I ';.t, L/'^\ \ O o o PROPOSED 1,500 GALLON SEPTIC TANK �O� I ��Fqp m • 1 / Q°l 1 I 1 \ I �� \ \ W 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD M1 9ya / 1 �M��P 1 1 I c2pt \ ,111. \ (p� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1 F���y� / \P.Ir\ ) I 1 1 I I .g \ \ ` y 5 FLOOD ZONE INFORMATION TAKEN FROM 2�y/ / 0 \ QOQ I ,I� FOS \ \ FLOOD INSURANCE RATE MAP No. 38103C0162 H I w G1 4� Q '�\� r 1 1J I ,l ;� \ ZONE AE BASE FLOOD ELEVATIONS DETERMINED � 0�,. t 1 � 8 �(G' I I / I � ,111. \\ \ �� ZONE X°. AREAS OF 029.ANNUAL CHANCE FLOOD.AREAS OF 1%ANNUAL CHANCE FLOOD y WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN _`\� �O I O{ �' / Q i I 11..�� \ 1 SQUARE MILE,AND AREAS PROTECTED BY LEVEES FROM IR ANNUAL CHANCE FLOOD '�L40?C' +' ! ) , QQ. I 0,laQ 1 ) I fN \\ \ - ZONE X AREAS DETERMINED TO BE OUTSIDE THE 52%ANNUAL CHANCE FLOODPLAIN Y- LP S //, /�' -, JO `S. ii .0...q.:,\.„\ Q,�Q�/ / I / ,1,II. I • I \\ p•4INAGE SYSTF,M CAT,,CULATIONS: t i� g'11 ' \ \\• f � O / / \ JJ DRIVEWAY AREA 4.050 q.ft. 4 1 6 f0' A\.. / / 1 / OT / $�G et./!', \ 'J� 'I l I O ' { / L / / / J1" 659 cu.ft /422= 16 vertical 1f of 8'die.leaching pool required ' ifi O \ / / /Y 1 �' a1T // ' I / I / \ 1°� 2 PROVIDE(4)8'dia.X 4'high STORM DRAIN POOLS Ii•CD•. I ED 1 / I ) ` I ' / (` i All, / S [k5'\J GARAGE dr 800 sq.BHE X D.17ROOF AREA:8'5 sq.TI. / \I1. .0 ' • I /1 / 1 149 co ft./422=4 varlleal ft of 8'dio leaching pool required 1 ec�a4 / I I BUFFER I I 1 PROVIDE(1)8'dla.X 4'high STORM DRAIN POOL C 0 RF C at, HOUSE ROOF AREA:2,875 sq ft. I ' 1 1 I NON I 1 E 2.875 sq.ff.X D.17=459 ca.fl\ lI \ti O\SS�� I / \ •-L1 489 cu.It./422= 12 vertical f1.of 8'die.leaching pool required \ ' • I \S =, 1 , <JOa'eV�f I ' // \ \ •O$ J� PROVIDE(3)e'dia.%4'high STORM DRAIN POOLS \ I bo\ I / \ r�,-5 1 "S..• \ \ • I I `/ • I 1 I all. \ S ,L9. .\.. \. \ \ \ -p \` ♦ \1 \ ,111\\ \\ I 50' MIN \ \� \ / FV,'�� OA , 1\ 9A� \ \\ 1 .1�1. \ _ OR TO BE SUFFICIENT TO j�J \\ .\ \O J N ` (�!1p O,o \ \ I \ KEEP SEDIMENT ON SITE O \ I ..� /'z��oo��a • o \ \�9>icAsFp \• \\ 1\ \ / O \ `�'' \ I N ! 7 S �f ml \ ��' P�oS/ \\ \ \ a11. CP Oe a i f HAYILBALES FENCING LL \\ I z I _� I 'I ^ \\ \Q�S/c �\ 1 ,111. \\ ONo ."6',, o \ __� r \ F \\ \ xl • •V PC �oJ \\ \ 1`�' \ \\ I p0 C121 1\ ,111. \ — W �nI \\ 1 -.-P I \\ ps9�9�/ \ \\/ \ all. 0 6 � II \ PSP \\ , \ \ 2 Zo \ _ �' O� �r \ \ \ d ,\\\ 0,6 ! \ 550 Q� \ \ \ 6p �i/1, \ — \ \1 +o• \ \1 —'\s \ 3 111, '�\ \ o1 \\\\ '1-a4,` �L, A�� \ • \ \\ \\ `\ ---- ------- - ---- ---- --- ---I 1\ FF (\`\\ �O —_ \ ` \ ` I HAY BALES AND/OR � —_I_0 0��,_ O`\__ __ )G� ` \ \\ y I SILT FENCING a��c f \\ I to la% LP p �1- -3 `1\�� 0 • N \ PLAN VIEW �\9� / \\\ \\ ASF \ • \+��\ \\ 9P 7 ZNs \ i111111Si / 0 `� l— '4.0 EXISTING GRAD '"ya • �9 \ \\ \ \ ROAD e. \ \ 0 \\g • \ 9 \,n0�,� \ \\ • \ \\ / O. ' 1— I HAY BALES AND/OR \ \ 0 F N/'' I SILT FENCING O • N \"� \ \• ,n / CONSTRUCTION ENTRANCE BASE OF \ q \ �p COMPACTED 3/4`STONE BLEND \1 9L .o N OR N Y 5 O OT APPROVED RCA Fy 1 \ F / - FILL 70 18'MIN ABOVE EXISTING ^yr I \ / GRADE TO ALLOW FOR DRAINAGE �� \ \\ N O CROSS SECTION yoT JpGP TEMPORARY CONSTRUCTION ENTRANCE FP \\ o \ r_� c (NOT TO, SCALE) y9y\ \ PSS SSS \N { I �. ..r /7 \ Ca '., t \ *. �i9•06. ra N,L�j� , ( �\ (NOT TO SCALE) ' ` l h 2 s TRENCH DRAIN OR 6IR WICK EINFORCED CONCERCOVERCKHART #63518 TYPE 6840) ��-7iSzl i , GRATE OVER \ FINISHED GRADE r ,—0- %9 0" �;/ 0.�% 8"TRAFFIC BEARING SLAB--� 1i (mox) BO I -PIPE FROM ROOF GUTTERS � I r B'-0' n ,' 00 N/0/F s� ALFRED N DxNUNZlO Jr CRUSHED 3/4" - 1-1/2"STONE ALL AROUND z & BARBARA H DT.NUNZIO - LEACHING RINGS REINFORCED PRECAST CONC 4000 PSI ®28 DAYS 3,-0• (min) 4'-...—.Jr..) I of ; , E GROUND WATER STORMWATER MANAGEMENT NOTES. -_ - - 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION STEEL OR WOOD MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST (TVP.) 36" HIGH POLE (MAX.) AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D. WITHOUT WIRE MESH SUPPORT ;!; STEEL OR WOOD POST 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, .; l i"' 10' MAX. O.C. SPACING r "r.'rr•'r r� O'°' FLOW A CONTINUOUS LINE SHALLOF SILT SCREEN (MAXIMUM OPENING RI W/ WIRE SUPPORT FENCE 'I�I„rr:;;pt;;;0:1;:0:1111:1�111:11:' U.S. SIEVE #20) BE STAKED AT THE LIMIT OF CLEARING ty/0 WIRE SUPPORTPFENCE j/""i�„'„"°nr",rr', 'Ir001 0 •,r•III"III• _ AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. jj11/111"'���"/���'��:)'"i0�11�)i1�lii'jii::llllllll111 THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS %1Ij111 IIIIIIIIII,11,IIII 040°11' 11� ":I II' III .li .- .'. — OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ll1 j�l0„�iiipil�jilrioIli IIID 1101'II ° DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS Wgplmpllnlnll1I,II;II�'�Ill"1:111lllll�ll FLOE ����\\ ;�\��\,': III IIII IIII pl pl pl III III) •._ TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 0110111 III°llllII�IIA it 11j11111 �-� �� / ry oviil0oilllll00i 1I1111p111� • •' - z >,- /\\ ,' ',/ ,, SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE 111111�1Ag110ill _111• 1 _ SCREEN IS REMOVED. 0011,0111,111!1 ATTACH FILTER FABRIC SECURELY /\\ \\\\\i`�\ SUFFOLK C0�NTY DEPART E T OF HEALYti �ERVECES 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, _� pl . • TO UPSTREAM SIDE OF POST / /\i' 4" X 6" TRENCH A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL 111•• i�\ \/ WI COMPACTED �sy \ \ \ \� COMPACTED BACKFILL AERMiT FOR AE=I�I'c©VAC OF COIVSTRUC'PIBN FOR BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT /72- /\ / r ��//j//i/� SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES \,�\.�\�\/`� SILT ooENO SCALE AILS SINGLE FAMILY RESIDENCE ONLY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS TRENCH DETAIL NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED (NOT TO SCALE) AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO 1 M }� �r} J�s D© OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES EACH MAXIMIZE STORMPONDING EVENTEFFICIENCY. REMOVE SEDIMENTECT AND WHENREPAIR NECESSARY. REMOVED DATE bf H.S. REF. NO. J e I� ‘,?' SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW . �i'] UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. OFF-SITE TRANSPORT. �/ ' STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. No7E5S APPROVED SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS �EORO�JI�S LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ON THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2.1. FOR {y Ag{FJIUM OF 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ' 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH EXPIRES THREE YEARS FRONT DP►TE C7F AFPR� OR FROMIF PAVED, S EQUIPPED WITH DRAINAGE OR OFF-SITE.FICIENT TO PREVENT RUNOFF APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS. VEGETATION OR COVERED. BEING DISCHARGED ONTO THE ROAD AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE y I1 OVAL SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW STABILIZE ENTIRE PILE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER .1/ `I' WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE y VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO OrTIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING y impi PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION PREPARED IN ACCORDANCE WITH THE MINIMUM \l/ . 1111111 AND GROWTH. 11.11- .I. .V y * `I' `1' `I' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 10. SUITABLE VEGETATIVE COVER IS DEFINED E A MINIMUM OF 85% AREA BY THEA L I.A L R. AND APPROVEDSAND ADOPTEDH VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER * * * y y ,1, .1• 011 FOR SUCH USE BY -. <>RSTATE LAND THAN 1 SQUARE FOOT IN SIZE. TITLE ASSOCIATIOk- OF � K �., 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR * * y ¢, SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF t 'c 114( ,R , �, OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO 11. * y * y * .I. .I Cyd `�� THE ROAD. A NON-LOAMEBASE HATLRBE SUCH AS CRUSHED STONE, GRAVEL, -�, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR * / CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. Al Z STRAW BALES OR SILT FENCE 'may'A SOIL STOCKPILE �L x i (NOT TO SCALE) (, c, ` k=;� • / PROPOSED SEPTIC SYSTEM DETAIL �,(�'� (NOT TO SCALE) N .S. Lic. No. 50467 HOUSE , TOP BURIED ".FL 14 0 4'DEEP FlNISHED GRADE E24" 12,• FINISH GRADE PRECAST REINFORCED CONCRETE COVER ,24-dm LOCKING.WATERTIGHT&INSECT PROOF ELEV]GRA BURIED 1'DEEP min 2'DEEP max. �F/57 IRON LOVER TO GRADE UNAUTHORIZED ALTERATION OR ADDITION MIR 4•dia MW 4"dia ° TOP EL 103'-. a FURTHEST LEACHING POOL TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin APPROVED PIPE 20•min �D•mtn APPROVED PIPENI* ' �-' SECTION 7209 OF THE NEW YORK STATE PITCHED 1 4"1' TOP ELEV. 11�I N o , PITCHED 1/B•/t' _e' B OFA 3 POOL SYSTEM EDUCATION LAW. DJILET—+ INLE1 1 4"dw 3'CLEAN t 3� 1-\ ° CROSSOVER SAND TEST HOLE DATA COPIES OF THIS SURVEY MAP NOT BEARING °f THE LAND SURVEYOR'S INKED SEAL OR LandSurveyor IM INVERT' �; `INVERT PIPE (AS SHOWN ON FILED MAP) EMBOSSED SEAL SHALL NOT BE CONSIDERED ELEV 100• 3 . FLOW - ELEV..@,;z S� d p' COLLAR BAFFLE �tnn� o ELEV 8 0' O. A I? 1 DARK BROWN SANDY LOAM OL TO BE A VALID TRUE COPY 1 1' \ -^LBROWN SILTY SAND SM CERTIFICATIONS INDICATED HEREON SHALL RUN —8'-----.4 I- `BO TOM 3 / GROUNDELe 25' ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. ELEV ss' 1' IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S SEPTIC TANK (1) — PALE BROWN FINE TITLE COMPANY, GOVERNMENTAL AGENCY AND TO MEDIUM SAND SP LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout I MINIMUM SEPTIC TANK CAPACITY IS 1,500 GALLONS LEACHING POOLS (3) ELEV 26' _54' TO THE ASSIGNEES OF THE LENDING INSTI- Fax (631)727-1727 1 TANK,8'DIA.5'EFFEC7NE-DEPTH - - --_-:-`•_ +-�- '�`•^-^ �-- - 1 MINIMUM LEACHING SYSTEM IS 300 sq II SIDEWALL AREA _ -„•--�+�-,.--<SPhc=r'�.- ZAER^IN TUTION CERTIFICATIONS ARE NOT TRANSFERABLE _ _PE{ONE, (531)727-2090 _,-_ - -_ -._L".,_ x