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HomeMy WebLinkAboutM&R Southold Properties LLC SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 3493 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : M&R SOUTHOLD PROPERTIES LLC. Address 1: P 0 BOX 890 City St Zip SOUTHOLD NY 11971 Descripton of Proposed Construction or Alteration -RENTAL UNITS -FINAL APPRIVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT Name Of Owner SAME AS ABOVE Mailing Address 1 City St Zip 0000 Property Address 1 315 COMMERCE DRIVE City St Zip CUTCHOGUE NY 11935 Tax Map No. section 96.00 block 1 lot 180 Cross Street DEPOT LANE Building Permit Number Cross Reference: Issue Date: 12/11/06 Elizabeth A. Neville Southold Town Clerk (TOWN SEAL) 111 ••,0%OF SOiiryo ELIZABETH A. NEVILLE % � Town Hall, 53095 Main Road TOWN CLERK 4 P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Gt. ,i Southold, New York 11971 MARRIAGE OFFICER �� �� Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER _li�'C ' ^ '.0 Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER DUB 1,+ ��� southoldtown.northfork.net 2 t OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Francesca Quintieri, Southold Town Clerk's Office DATED: Transmitted herewith is a copy of application No. 3649 for a Cesspool/Septic Tank Construction or Alteration Permit submitted by: M & R Southold Properties Please review the application and location map and advise if the project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. Francesca Quintieri * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Signature ///Z ZD� Dated ELIZABETH A.NEVILLE ate i`Z` �� Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS v Southold, New York 11971 MARRIAGE OFFICER : '� 1 Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER =#4 Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER - 'r 4. #0. 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. q Permit No. ,�, Nirm Applicant Name Sou TO" ROPG`-27'.7- ,S Applicant Mailing Address O '.f. e) rz,)7(i-ON%t Ili 7 Septic Tank or Cesspool Brief Description of Proposed Construction or ttez an7--42_ L) t c i'S Location of Proposed Construction,«tthcration: Owner of Property: 5.4..E 4 5 'ge0C— Owner Mailing Address: Owner Property Address: 3 15 Co . Name and phone number of contact person .4J f{J��� k.r 04.4,214 SC11-y1-(- Map "1739 Block �� -'% Lot ���i 5v9 3�7 Tax No: Section //lock Cross Street ,C-‘'or" L e l� Lr NOTE: LOCATION MAP MUST B SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SUR H HE TH DEPARTMENT APPROVAL tI- c.)..L-O Signature of Applicant Date Received by: •� � -^ I't2 • 1 i 1 N//F ' N/0/F 1 275CARDINAL DRIVE E GROUP INC. !\ EUGENE CHITUK 1 \ MATTITUCK, N.Y. 11952 \ t I LOT 1d , LOT VACANT VACANT 1 a ', I ' 1 IT x 15'DUMPSTER I`{ ENCLOSURE WHIT TWD 17' q`" �! � DIMENSION OF TVP, ENTRANCE GATES. ENCLOSURE I' DECORATIVE GOI'1GRETE BLOCK PARKING STALL 15 FOR TWO DUMPSTER RETAINING YtIALL TAPERED 9' x 20' ID WESTERN RED CEDAR DOWN AS REQ PER GRADE \ 1175 KATT METAL HALIDE N 47°27'4C)" E I ® 6-D°o.c. TVP. DECORATIVE FIXTURE ON '{ \ GONG. CURB ROUNDD CAPPED FOUND PLANTING BUFFER 10`HIGH POLES 40' MN. TVP, t A5 REQ`D. TVP. WOOD STAKE pC" .W. 58.0 0 0 0 Q 0V r ' fa Q Q ,►� �� IV O �I O O T 2 W. 5�F.0 . I _�� �Ii/IIT E�Ii ie C I T.A. 53.0 f--9'� ,L \ .A. 53.0 +s, .A.530 T.A. 51.0 f•-'- q („((-:\- �`YWHEEI. BUNKER TYP • I \ 13 .� 13o e ° ° ° LOADING AREA ,k--8'-4 /TRIBUTARY NUMBER ONE T.D. 52.5 TYP. T.D. 52.5 T.D. 52.5 T.D. 52.5 T.D. 52.5 T.D. 5�.5 TD. 5f.5 T.D. 51.0 0 ±'k,,,._ 0 — — 0 — — 0 0 ( 0 ,.,_,., O y 6" DIA. TRAFFIC BEARING 7 �I2" DIA. GORRUGAiti/ TRAFFIC BEARING �` T. 0t PLASTIC PIPING FOR ROOF / \ PLASTIC PIPING FOR ROOF �, Qf LEADERS A5 REov, TVP. ' - \ ' LEADERS AS REQ'D. TVP. ,i41r t -.' r I `r 1 G..""' 1 / r - �R 1 14 LOT 11 1 1 1 - `I I I I / IOFFICE oI CPI ° I . - 1, of j - —1 - TrP. I T .fl 1 m p I -r1 I ro .� I i T -1 A � -11 I - N L 1 __ ( t— \ r. r'11 1 !- rr 1' cr r ' _ _ r L_�-_1-11 . /L___ . ❑ 0 p - i 0 0 64, p p p l ell I 0 I O_,_ ,, .T T , O � a Co `•Y �. K f •, (1 T.A•.53.0_ T.W. 58.0 ____ _ _ --_ _ v A. 52.•' T.A. 5i 0 ( _ 1 1Y T.G. 52.5 * T.C- FI ''''<._,‘ 23' --� —IqO' I � � ,``ti W W r • TRIBUTARY NUMBER TWO O PLANTING F, �.. I / //- / / / / / / / / . g / /(2( ;2r )2)/ ;2') )2Y � ;2)/4:4°/ gl' 6" DIA. TRAFFIC BEARING - 27'4�" W PLASTIC PIPING FOR ROOF LEADERS A5 REQ'D. TYP- TOTAL AREA 40,004.5 sq. ft. '' 1 �, �' j��' t at Eno e Co. PLANTING AND BUFFER AREA 18,209 sq. ft. L I %'�.i, 2r - �'e"Wosh(TyO) i T.A. ELEVATION TOP OF ASPHALT ! _ _ -- T.G. ELEVATION TOP OF CURB ' t T.W. ELEVATION TOP OF RETAINING WALL II eo+ta1n(roD?o:r 1 T.D ELEVATION TOP OF DRAIN INLET ,,,, Poets, I''° !1 /5 Nom.Op6Size 1 Concrete Foot,/ 2"rvm,PifaeSize -II 'n` (/9801D,r4560'QD) '11- CONCRETE CURB ` 465e.bs./Fl: !.: _ , 2.27Lbs./Ff ll Note:Ail Rcs/v,Re CONCRETE BLOCK RETAINING WALL C LZ"o ;-,,) she//be Res. b id - e, nE,•, OC2c_1_c> 1 4' & 6' HIGH VINYL CLAD CHAIN LINK FENCE Not to SCaIe - ---- • DRAINAGE CALCULATIONS 1 TRIBUTARY # 1 TOTAL ASPHALT AREA 14,195 sq. ft. TOTAL ROOF AREA 3,800 sq. ft. , „ , TOTAL NUMBER OF DRAINAGE RINGS 4-b T` (1r f 4'-6" HIGH x 8'-0" IN DIA. REQ'D WITH 100% RUNOFF `> ' 14,195 + 3,800/1,250 = 15 RINGS TOTAL NUMBER OF DRAINAGE RINGS PROVIDED 18 RINGS 'f r_ u)`1e �F SP:API, ,+H. � TRIBUTARY 2 N i 1 TOTAL ROOF AREA WITH 100% RUNOFF 3,800 sq. ft. tfl° r� rMR6��Q12 1Ff' '2: C.; TOTAL PLANTING AREA WITH 10% RUNOFF 11,936 sq. ft. IV. M.7.0.�•i7:'�ot• t TOTAL NUMBER OF DRAINAGE RINGS ;: +.�+;<;.e•;;;+•,•.✓.�;►'��;'• �p,411W �' � 4'-6" HIGH x 8'-0" IN DIA. REQ'D +',•';•�•'r`•;• ;•�•` - WITH THE FOLLOWING RUNOFF'S ;+! ++❖«•:.p•+•+'. • ROOF AREA = 3,800/1,250 = 3 RINGS • • L;; %r;; .%% K PLANTING AREA = 1,194/1,250 = 1 RING ......i.:........° ":❖.••�': ' . �r TOTAL NUMBER OF DRAINAGE RINGS REQ'D 4 RINGS t.•ad�'"'d''d°`�'.'•'.'• t TOTAL NUMBER OF DRAINAGE RINGS PROVIDED 4 RINGS `„�.4C+:::•40�+•j �' r �I, .`!#: -- , , - .,. DOUb+.-� 5\NI GABS >=o= f. ----- ----- -------- F SEWAGE DISPOSAL SYSTEM CALCULATIONS (GROUND WATER MANAGEMENT ZONE Iv) 1. ALLOWABLE DESIGN FLOW = 600 GPD/ac. x5510.918 Dac. - GP 2. PROPOSED DESIGN FOR GENERAL INDUSTRIAL SPACE 7,600 of x 0.04 GPD/ef = 304 GPO 3. SEPTIC TANK CAPACITY REQUIRED = 304 GPD x 2 DAYS = 804 GALLONS �� Ii USE 1,200 GALLON (8' DIAMETER X 5' LIQUID DEPTH) NO � 4. LEACHING POOLS REQUIRED: ^ e Se V Wow I t USE MINIMUM SYSTEM (300 SQ. FT. SIDEWALL AREA) a �vwv� 3-(B' dia. X 4' HIGH SECTIONS) + TRAFFIC BEARING SLAB I' F.FL. EL. 54.0' ROADWAY TYPE C.I. FRAME ROADWAY TYPE C.I. FRAME by ROADWAY TYPE C.I. FRAME i1 0 & COVER (INSECT PROOFF))FI FINISHED GRADE k COVER (INSECT PROOF) CFINIS�� GRADE COVER (INSECT PROOF) \ ,. 9 2`-0 1'-0” 8" min. TRAFFIC BEARING COVER I (max.) � (min.) 1'-0" • m 4T6CAST IRON PIPE ©1/4/ft. . .T a 4" PVC PIPE 0 1/8"/ft.(min.) a' ,I INV. EL. 52.Q-� INV. EL. 51.6 7 ,, o ,I ��+ io INV. EL 51.3 INV. EL� I ,c, .., ���TTJJJJ N O --J-- — 10'-0" .'1 8"-0" 2•. 4L. - I, j, a) L/ CRU j o ALL II I j; 3'-0" I 8'-0" D44. / (min.) �I' 1 ,200 GALLON B'-D• ` 1: SEPTIC TANK 1 ""-BOTTOM EL. 43.75 ` '-, I O r GROUND WATER NSE j •{ (1 ) LEACHING POOL TEST HOLE #Z AS SHOWN ON SUBDIVISION MAP 0' TOPSOIL 1.5' HEAVY LOAM - 3' SAND & GRAVEL 1r • t .s0),Q, \ \ 7^ 'V-7 ...... . _0 ..,. .,. ../..... .. ,_.-.0, . 4r, -- •--, -• - .- o 4,49(:-. • , 7/ 1r,\ +e 1.,0. , 1< \ 0 \V" 1( N •� • A c." 0 4 9.6 \ "CeP Cs. • t/0N � 4i6 ____\ • o ti) 0 . N. °� ass Ir —ET•Z EVICLO ✓['F \ e \Py p ' N ° 4 4 7 a \pF ._ \x 57.d \� o /a ' • O qG ode ‘ ,, -,.4 4 ‘. .....\\ \w 41.',4. ' ' .� - .=Z-Atevrrng Coarses�F� a ., \��' \ Quo D1 •�.-: II////i/�I ,1. �q *<\•\> er \ - X • 32 Oe' Baho"c -. Course ,k5 ° ° • •: -- —110.6.1.3e obi/i3ed Grose-_ — \ s� . :;.•.+: :. \ - \. �— x 'cam 's 1,...._44Lel . a ° ° '119. � . • TYPE ;4 OICURB • ° DE-TN 1 1_.__ . • • -1/2" STONE \ N. `\ N. TYPICAL STORMWATER UNIT \ (NOT TO SCALE) CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) FINISHED GRADE OR 6" THICK REINFORCED CONC. COVER \ N. • . N • c) % \ I O \ \ E \ 12" CORRUG. PE DRAIN \ \ PIPE OR APPROVED EQUAL 54 cf TRAFFIC BEARING TYP. SOLID DO • ME \ • 0.5X MIN. tEINFORCED PRECAST CONC\ 0.5X 1 \ , TO NEXT UNIT 4000 PSI 0 28 DAYS min. - 12" CORRUG. PE DRAIN \ 11 PIPE OR APPROVED EQUAL \ \TRAFFIC BEARING TYP. 8'-0' 3•-0- \ LEACHING RINGS (min.) N \\ 3'-0" REINFORCED PRECAST CONC. CRUSHED 3/4" - 1-1/2" STONE ( �•) 4000 PSI 0 28 DAYS ALL AROUND N \ 190 cf 4± 0 • Q 1 1 tm of Health Services , Reference Ne. 0-06 '.i# ,b * IT These i� 4 county ° s ItHesith • Regardless of any emeissions, y isli N aPPlicithie supply, aasavage ; � � ,cies or of hs to be in sattaealniaaCewithached waved" �Yeas�the ,. Ta 'al itn water,, Approvalthste Ai Ar. .- sr I 4- OF INNEW 'SPco Tr PREPARED IN ACCORDANCE WITH THE MINIMUM �QN C TSTANDARDS FOR TITLE SURVEYS AS ESTABUSHED G ''‘,,Ir Q BY THE L.IA.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND 0 �.' ,' 0 ,* TITLE ASSOCIATION. * 14 DRAINAGE, SEPTIC DESIGN & SITE PLAN ' James V. DeLucca R.A. . N.Y.S. Lic. No. 49668 ,,,-:.�,, UNAUTHORIZED ALTERATION OR ADDITION !jtj TO THIS SURVEY IS A VIOLATION OF }`+ .�� SECTION 7209 OF THE NEW YORK STATE Joseph A. ingegno a' EDUCATION LAW. ir 1 , iTHECOPIES LANDFSU IS RVEYOR'S fNKD SEAL ORMAP NOT RINGLand Surveyor orl EMBOSSED SEAL SHALL NOT BE CONSIDEREDj_t�I , I!' TO BEA VAUD TRUE COPY. j' , „ ..ti/ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ...0%,•• IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND / \,,151,4 Hp 4 h r.-' LENDING INSTITUTION LISTED HEREON, AND \ OF WSTUTION.THE CERTIFICATIOGNEES N ARE THE NO LENDING TTRANSFERABLE . PHONE (631)727-2090 Fox (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Box 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead, New York 11901-0965