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Home My WebLink About1625 Indian Neck Holding Corp (2) SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 4329 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : 1625 INDIAN NECK HOLDING CORP. Address 1: 3 DAVISON LANE WEST City St zip WEST ISLIP NY 11795 Descripton of Proposed Construction or Alteration SANITARY SYSTEM FOR SINGLE FAMILY DWELLING APPROVED AS SUBMITTED AND AS APPROVED BY THE SUFFOLK COUNTY DEPARTN= OF HEALTH SERVICES. FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT. REF NO. R10-13-0031 Name Of Owner 1625 INDIAN NECK HOLDING CORP ------------------------------ Mailing Address 1 3 DAVISON LANE WEST ------------------------------ ------------------------------ City St zip WEST ISLIP NY 11795 -------------------- -- ---------- Property Address 1 1625 INDIAN NECK LANE ------------------------------ ------------------------------ City St zip PECONIC NY 11958 -------------------- -- ---------- Tax Map No. section 86.00 block 5 lot 8.001 ------ --- ------ Cross Street MAIN ROAD ------------------------------ Building Permit Number Cross Reference: ---------------------------------- Issue Date: 7/16/15 Elizabeth A. Neville -------- Southold Town Clerk (TOWN SEAL) 1 • Q��g�ff0(,�c0 ELIZABETH A.NEVILLE,MMC may. r/y Town Hall,53095 Main Road TOWN CLERK o ti P.O.Box 1179 h SIC Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p .jr A Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ��.� �� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 16,2015 i 1625 Indian Neck Holding Corp. 3 Davison Lane W West Islip,NY 11795 RE: 86.-5-8.1 Dear Sir/Madam: Enclosed herewith is the Construction, Alteration or Modification Permit for a Septic Tahk/Cesspool System for which you applied. AFTER the system is installed but prior to being used, an OPERATION PERMIT IS REQUIRED. The operation Permit is issued by the Southold Town Clerk's Office. The fee is Ten Dollars ($10.00) for a residential system and twenty-five dollars ($25.00) for a non- residential system. Your check should be made payable to the "Southold Town Clerk". An application form is enclosed. Please complete the requested information and return the application, proper fee, and LOCATION MAP (map must indicate the location of the cesspool(s)/septic tank(s), giving approximate distances in feet from any buildings to the pools and distances between the pools. Should you have any questions concerning this matter, please do not hesitate to contact this office. Very truly yours, 3 � Sabrina Born Clerk Typist Enclosures o�osuFFoc,��, ELIZABETH A.NEVILLE,MMC �� OGy Town Hall, 53095 Main Road TOWN CLERK p P.O.Box 1179 COD 2 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS p Fax(631)765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER ��,( �a0 Telephone 765-1800 FREEDOM OF INFORMATION OFFICER www•southoldtldtownny.gov OFFICE OF THE TOWN CLERK _ TOWN OF SOUTHOLD _. TO: Southold Town Building Department J U L - 9 2015 FROM: Sabrina Born, Southold Town Clerk's Office z.._ DATED: July 9, 2015 RE: Cesspool Construction Application ➢ G3� Transmitted herewith is a copy of application No. �[932'1�for a Cesspool/Septic Tank Construction Permit submitted by: 1625 Indian Neck Holding Corp 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 Signature Dated o��SUffOt�-�, ELIZABETH A. NEVILLE �`� OGy Town Hall, 53095 Main Road TOWN CLERK p P.O. Box 1179 C4 Z Southold, New York 11971 REGISTRAR,OF VITAL STATISTICS 1s. ��! MARRIAGE OFFICER Oy �• Fax(631) 765-6145 RECORDS MANAGEMENT OFFICERTelephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER O'� 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 or Non-Residential @ $25 Application No. ( 3 a J 11 r f f Permit No. App r at,licant Name / „ � Uc — d'j P(� Applicant Mailing Address Septic Tank or Cesspool I Brief Description of Proposed Construction or Alteration Location of Proposed Construction/AprT';' �Owner of Property: '� J( Owner Mailing Address: 3 S � I ? Owner Property Address: a T_ P . Name and phone number of contact person � �)Pch3j Tax Map No: Section Block 65Lot �. Cross Street NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WIT HE TH DEPARTMENT APPROVAL Signature of Alcan Dake Received b WHERE TOPSOIL IS NECESSARY FOR,; NOTES: & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS STOCKPILE STABILIZATION MEASURES''INCLUDE SHALL BE DRY AND STABLE. E COVER. MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. N SEDIMENT TRAPPING BARRIERS. THE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH )N MEk.:URE(S) SELECTED SHOULD BE PILE SHALL BE SURROUNDED WITH EITHER SILT E FOR THE TIME OF YEAR, SITE CONDITIONS, FENCING OR STRAW BALES, THEN STABILIZED WITH tED PERIOD OF USE. VEGETATION OR COVERED. 2 SLOPE OR LESS !TIRE PILE y y y y �1 2 'ION OR COVER y y y y y y •Y OO' y y y y y y W y •Y y y y y y W y y y y W y y y y y y y •( I�\yv STRAW BALES OR SILT FENCE SOIL STOCKPILE (NOT TO SCALE) S 50' MIN. OR TO BE SUFFICIENT TO KEEP SEDIMENT ON SITE s HAY BALES AND/OR SILT FENCING e 0 0 w x 4 Qr_______________________ 5 EF N HAY BALES AND/OR § I SILT FENCING O PLAN VIEW D0C'k? 0 EXISTING GRADE USES O,T � c^ P(.L�O�F -, ROAD O 1 A. -�. HAY BALES AND/OR 6g' .I: SILT FENCING CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4'STONE BLEND ORS18D APPROVED M NN .ABOVE L T0EXISTING GKpOE f6 fENG6°• _ GRADE TO ALLOW FOR DRAINAGE SZO CROSS SECTION 12_5 p 1 TEMPORARY CONSTRUCTION ENTRANCE �w NOT TO SCALE �0o� \` TYPICAL STORMWATER UNIT ) 2 �4 ;{ (TOPS TO BE TRAFFIC BEARING) �c^000 Q 3 (NOT TO SCALE) PP 'i CAST IRON INLET FRAME&COVER(FLOCKHART 063516 TYPE 6540) 'aA \� _j FINISHED GRADE OR 6'THICK REINFORCED CONIC.COVER T �. B•TRAFFIC BEARING SLAB mR.J 2C Q C� ..... .. - I PIPE FROM ROOF GUTTERS �3— Q+ Water Line(s) MUST Be inspected By Th CRUSHED 3/4•- 1-1/2•STO Suffolk County.Dept. Of i-ieafth Service > e LEACHING RINGS P11 AROUND Call 852-5700, 48 Hours in Adv ro REINFORCED PRECAST CONC. �,,y Schedule fn C,l 3,-0' 40D0 PSI O 2B DAYS 3.-0.. V S ule Inspe S � Fj '.� (minJ 4• (mmJ o LIN Cn G GROUND WATER LP v SUFFOLK COUNTY DEPART OF HEALTH SERVICES �P Ul �+ PERMIT FOR OVAL OF CONSTRUCTION FOR /4 {; SINGLE FAMILY RESiGt tvy/GY`�rO�JS� Og 66 �G i ! ?j S K _ 3-C�o3 A °° v IT.ised.Ph=Approved. JUL 0 1 201 DA,I"" 3 EF. ca0. �� .. fENGf' t P—PPROVE D (S�\ m ;1,x'3„30 StPKE / � FOR MA:�If1 � I --(a Bcof :�or,IS >« ,-• FROM DATE �'F APPROVAL ,o;kX 'tOGKPOf. Sf- ,NpOQ \ 0\RS OR w � \\ F S�Yd IGLF IG E \ x 16.8 w X f�NG�i �Zn r oNNAGERTRU o�EE NG �P�E A POLE (Max.) R WOOD POST FLOW \�,.'A, Y ff• C1 q Q1) CP pE s PROPOSED SEPTIC SYE �� • \\ 4"x 1"TRENCH �t��LjpNG ZL� (NOT TO SCALE) W/COMPACTED GON NlT" 69• / BACKFILL �x' f67 /. 5 HOUSE TOP BURIED � 4 F.FL..1,3,5_ 4' DEEP max. FINISHED GRADE TRENCH DETAIL 9�` / ELEV.12,2 (NOT TO SCALE) HiQ �P PRECAST REINFORCED CONCRETE COVER 24"dia. LOCKING. WATERTIGHT & INSECT PROOF BURIED 1' DEEP min. 2' DEEP max. CAST IRON COVER TO GRADE MIN. 4" dia. 20"min—,-1 MIN. 4" dia. APPROVED PIPE J 20"min. '20"min 1T APPROVED Q;/ PITCHED 1 4" 1' TOP ELEV. 10.1' PI PITCHED N O 7-3 1 ITT IN 50' —_ a STEEL OR WOOD INV. EL. INVERT j� a POST(OR 9.9' MAIN HOUSE u.a, INVERT EXTRA STRENGTH FILTER FABRIC 9.9' POOL HOUSE ELEV. ELEV.$, REO'D.WITHOUT WIRE MESH SUPPORT 3 FLOW BAFFLE (.O.C. SPACING a SUPPORT FENCE d ,O.C. SPACING SUPPORT FENCE ' ` :.�ION•: �y SEPTIC TANK (1) ATTACH FILTER FABRIC SECURELY �— TO UPSTREAM SIDE OF POST • , 1. MINIMUM SEPTIC TANK CAPACITIES FORA 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; B' DIA. X 5' LIQUID DEPTH �/ ✓!./• 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 20 DAYS. NOT TO SCALE 3. WALL THICKNESS SHALL BE A MINIMUM OF'3". A TOP THICKNESS OF 6" ANDA BOTT' 'HICKNESS OF 4 ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED I OF 300 psf. Pr P1 AOrn PARALLEL TO SLOPE CONTOURS TO 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. nm IAI al I nwrTIONc (WITH A MAX. TOLERANCE OF t 1/4") / STOR. ANY W MANAGEMENT NOTES.' SURVEY S T �7 E� T ®tel P R®P R T� T 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 1\_J YIJI V ��LiJ� Y �1 Y E MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING QO AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PUNS. 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �� SIT UA TEA CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF U.S. SIEVE p20) SHALL BE STAKED AT THE LIMIT OF CLEARING `r AND GROUND DISTURBANCE SHOWN ON THE APPROVED PUNS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS a OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE C T gg---�� SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TOWN ® J® U 11 1 ® L \ SCREEN IS REMOVED. 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL SUFFOLK COUNTY , NEW YORK \ BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE S.C . TAX N o. 1000-86-05- 8. 1 OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED, SCALE 1 "=40' \ 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. N 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUD. S. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED MARCH 1 1 2013 � ON THE PROPOSED RESIDENCE. �O_ \ 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 7 B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS JUNE 6, 2013 LATH PROP. HOUSE CORNERS t FROM BEINGR IF •DSCHARGBE IEDEONTOTTHERROADEORUOFF-STEFFICIENT TO PREVENT RUNOFF APRIL 2, 2015 REVISED PROPOSED HOUSE' 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE '$. \ SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW APRIL 27, 2015 RELOCATED PROPOSED HOUSE lw� IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF JUNE 4, 2015 REVISE SEPTIC SYSTEM PER S.C.D.H.S. NOTICE 06/02/ O FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, .,� WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE \ VEGETATIVE YE , TEMPOR RY MU MULCH SHALL:BEAPPLIEDG IS CAL DUE TO TIME OFRFINAL SEEDING AREA = 57,222 s q. f f. AND F GROWTHS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 1 .314 a C. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85Y AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO URGER THAN 1 SQUARE FOOT IN SIZE. \ 11, ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO t THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, \; OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR *1CQ CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. V7% .r Ott a1CAPO�[UDID 0 s IJE g.CAPp$ o P. °°o. _G Vkp 11 9 o A �0 t •y►� .s �\ P�°R p°°�'� o. 3Q AL c st OQ3 C MD t14'14' O �� S p6.45 5 + \ �00P00�d° A' d UNo C0,5 r, \, �O, \ \ 20. 3 ?yam PNp (i� FO ° Q 361 O \ \ \ \ \ \ WATER MARK Cn 71.2 :.`\0 0 , �\ t+ ` 'n \ \ \ \ \ \ EQUAL WETLANDS t » E o \ °y A o\ 2� 0 ��N \ wo4o \ \\ \ S 2 222 7' O, I: o G 613 pSE� \ \DEC 156_6\ _ 5 AL AL.) N >2 \�\ o W \ ,a \ \ T y 0o pOD�o, �\ s° �p050 \ o• ",,, 1 0' \ \ \ \��, � oop�R 09 p10 R E _ '�. of u, , \ \ \ \ \ n. V IQ \ Iz \ ,, \ \ \ \°� \ \ \ 17 g,56AL „ \ 9 N\ \sy \ ` \ S 65' x12.3 ,_°\ .6.F q5 :.\.. ; T Wim\ \ \ s\ \\ ,, �1..(� ({}� T HOLE 5 O�'f i `t x\ ` \ \ U n. Ya e u J \ 5� �E\ • b \ X. ogs \� . �\� \ FyG S0, s SE\ \4 p \ C\ 3.0 J J0..PQ- �O �\� \ s 6��0 50.f� 0 DDD PSS \ ,fOQT 9,CQ''s ZL \ \ A Q .. �' �° \ \ S v U' B�CF OF \ OP N\. f 635. 6 q' �icss F�q F 1 •\ °ti 1?�I iy Fj F�� o O PaN�N 1 gP�ry�sq 4 T \ 410 o' 2O JL�TtiFO \ . . a• ��0\ \ NOTES: 0 \ 1, ELEVATIONS ARE REFERENCED TO N.A.V.D, 1988 DATUM P�y�o 0 y s LO EXISTING ELEVATIONS ARE SHOWN THUS:J_U O R e EXISTING CONTOURS ARE SHOWN THUS: - -10---- " PROPOSED CONTOURS ARE SHOWN THUS: n 2. MINIMUM SEPTIC TANK CAPACITY FOR A 5 BEDROOM HOUSE IS 1,500 GALL 1 TANK; 8' DIA. X 5' LIQUID DEPTH o cA\'` 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDES \ < �� ADJACENT 4 POOLS; 4' DEEP, 8' dia. \O/�• i / ZU-1� \ ia�Q� HOUSE PROPOSED FUTURE 50% EXPANSION POOL v' PROPOSED 8' DIA. X 12' DEEP LEACHING POOL o y °J�aNEP �'yo�� PROPOSED 1,500 GALLON SEPTIC TANK \ TEST HOLE DATA y 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIEL \(TEST HOLE DUG BY MCOONALO GEOSCIENCE ON MARCH 7, 2013) OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. \Q EL. tt.s' 5. FLOOD ZONE INFORMATION TAKEN FROM: o' FLOOD INSURANCE RATE MAP No. 36103CO162 H BROWN SILTY SAND SM ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 2' ZONE X': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FL J. WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LES 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CH* DRAINAGE SYSTEM CALCULATIONS: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2%, ANNUAL CHANCE FLOODPLAIN. 6. ZONING USE DISTRICT: R-40 HOUSE ROOF AREA: 3,359 sq. ft. PALE BROWN FINE TO MEDIUM SAND SP 3,359 sq. ft. X 0.17 = 571 cu. ft. 571 cu. ft, / 42.2 = 13.5 vertical ft. of 8' dia. leaching pool required i PREPARED IN ACCORDANCE WITH THE MINIMUM PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS STANDARDS FOR TITLE SURVEYS AS ESTABLISHED PROPOSED 8' DIA. X 5' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: i -� BORT E L.I USE BY TDHEPPROVED NEW ANDTADE PTED ELAND EL t.t' \ TITLE ASSOCIATION.' d- tD.a' NEW DRIVEWAY AREA: 4 sq6 f 0. 4,010 sq. ft. X 0.17 = 681.7 cu. ft. 681.7 cu. ft. / 42.2 = 16.5 vertical ft. of 8' dia. leaching pool required aj as FINE TO MEDIUM SAND SP WATER IN PALE BROWN PROVIDE (3) 9 8' dia. X 6' high STORM DRAIN POOLS I 1, I DETAIL e PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: i-o) EXISTING DRIVEWAY AREA: 3,500 sq. ft. - 17' 3,500 sq. ft. X 0.17 = 595.0 cu. ft. 595.0 cu. ft. / 42.2 = 15.0 vertical ft. of 8' dia. leaching pool required PROVIDE (3) 8' dia. X 5' high STORM DRAIN POOLS FINISH GRADE FINISH GRADE PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS: �� 0,1 .0• ELEv. 12ELEV. 12.0' _. �! OP EL. 9.3' o MIN. 4" dia. "20"min. P EL. 9.0' o. APPROVED PIPE 8" B PITCHED 1 8"/1' 8•,. B. NLH4" dia. 3' CLEAN SAND UNAUTHORIZED ALTERATION OR ADDITION SAND LAN ° CROSSOVER COLLAR TO THIS SURVEY IS A VIOLATION OF a COLLAR z PIPE a SECTION 72LA OF THE NEW YORK STATE Nathan Taft C o r w it p� *' EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING ION THE LAND SURVEYOR'S INKED SEAL POOL Land Surveyor POOL EMBOSSED SEAL SHALL NOT BE CONSIDERED �I7 u u TO BE A VALID TRUE COPY. BOTTOM 3 GROUND WATER I SOTTO 3. GROUND WATER ELEv,� ELEV. 1,y ELEV 9.3' - ELEV. 1.L' CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. LEACHING POOLS (4) TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND INIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq f1 SIDEWALL AREA. TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys - Subdivisions - Site Plans - Construction POOLS; 4' DEEP, 8' dia. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727- ACHING POOLS ARE TO BF NSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) :ACHING STRUCTURES, SOL MES AND/OR SLABS. 1 COVERS SHALL BE OF r ..QST REINFORCED CONCRETE (OR EQUAL). OFFICES LOCATED AT MAILING ADORE ' 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. T,,,- �,,,�t�.,..� ..� ,,,..,,+.- ... ,.,... _