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HomeMy WebLinkAboutAkscin, Raymond Town Hall Annex John M.Bredemeyer III,President �• �°II� �a v. e 54375 Main Road Michael J.Domino,Vice President it ~ Vis, P.O.Box 1179 James F.King,Trustee ` ; Southold,New York 11971-0959 Dave Bergen,Trustee : G 1g g ` `` ' a���,, Telephone(631) 765-1892 ` Charles J.Sanders,Trustee l "' , ••1 Fax(631) 765-6641 garl®yCOU�lT�,��� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 28, 2015 Glenn E. Just J.M.O. Environmental Consulting Services PO Box 447 Quogue, NY 11959-0447 RE: RAYMOND & STELLA AKSCIN 14105 MAIN BAYVIEW ROAD, SOUTHOLD SCTM# 1000-89-1-1.1 Dear Mr. Just: The Southold Town Board of Trustees reviewed the site plan prepared by Barrett, Bonacci & Van Weele, PC, last dated October 5, 2015, and performed a field inspection on December 21, 2015, and determined that the proposed construction of a single- family dwelling, associated sanitary system, swimming pool, decking, and driveway is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, der"...- 44n. John M. Bredemeyer, III, President Board of Trustees JMB:eac �vh j ) John Bredemeyer, President ,-�''guFFot Town Hall Annex Michael J. Domino, Vice-President 54375 Route'25 James F. King P.O. Box 1179 Charles J. Sanders Southold, NY 11971 Dave Bergen =yof * -14„ Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: a/ ?-0/1 J.M.O. Environmental Consulting on behalf of RAYMOND J. AKSCIN requests a Letter of Non-Jurisdiction to construct a single family dwelling, associated sanitary system, swimming pool, decking, driveway, etc., all located greater than 100' from the area of freshwater wetlands located on the property. Located: 14105 Main Bayview Road, Southold. SCTM# 1000-89.-1-1.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland ''7 ` b-0 Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No E Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: v IZ. /zrL,l2t11 Present Were: ) J. Bredemeyer /M.-Domino J. King D. Bergen C. Sanders Bay Constable Other Form filled out in the field by 714, ' Mailed/Faxed to: Date: BLE OF AREAS ICE. AREA 1,5 1,636 SQ.FT. LAND AREA mew SQ.Fi a t �= AND AREA 137.968 SQ.Ff ---_ : 'M LAND7-777-1 S AREAS �q�aolg- I I_s -`-__.' I:._ i� 1%' � DWEWNG �`�J "` ', 3,863 9Q.FT. r I;, • WALKS, PATIOS„POn. 4.801 SOFT LAND NOW OR FORMERLY OF �! ;` DRIVEWAY 9,133 SQ.FT. ROBERT CELENTANO OCT 2 7 Z�iii TOTAL 17.797 SQ.FT. � COVERAGE 121 , SCTM X1000-88-2-17.7 LAND NOW OR FORMERLY OF VACANT BRIAN C WILLIE 8: ROBIN REMICK l O 1 SCTM X1000-88-2-17.8 SOut}! �i fOs�'rl y Ja 1 �, "trt2PC of Trrrtea, �§ 3=B'p X F.E� VACANT = >_ _ 2 S 69'26'50" E �1 POOLS i 470.88' 5.2 R K a , -o r: zs NO PHYSICAL POSSESSION 6,2 / as v 0 �� i u y f `N� y°•�6 mir 0 0 0 0 0 o L°aior7 r�ricw °,+, n ° i1 tp i 9 s 2S' SIDE YARD SETBACK `fti sow TAAK ems`1 _ r N 30�1 I J7 �.�\ 76 11.5` -4 *V ... tack t9.0 O 2 N I II 23 a ��GRAVEL \t~1 8.6 �• 26.4' ` `71 Ao 1- �9 8.9 •C 0. ,Iv .r -. t 1 it ....... i ' \ s.3 •\ DW-fi f\ ♦ `+O p O ,. tao 4 . i / s / ► + 109 ��_ I 4.a \dV Q v, _ . 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O_ D.P.No 1000 Am PROPERTY MAP.) g H II,7e1 N 61 , - p51 m on ,11 ' S m /1 i 102 , II / 50A1C)I 1 1n v. , 1501 3 ` RO CEDAR BFRCH - a m O x 29A(0 N •• 1 2 ,% 2 / 70:WN OTAfc) ". all OF sourRolo Ba'' It 2 a 4. ea C]Mr. 51 , q T 16A(c) t �\ nv, �., 2 • �q ' "' "'" .w w DRC m .,. 6 ‘7, S.' i� 61 1'IARD (.sump I BA(LA , c) , SO .3a , • v. _ (SO) • I \\ sqF / is ' SOOT BAYVIEyy RD "° 1 1 , 1 ice) \\� j PgrH cc t 11 1 ( 1 (66) 1 it O 1 §1 Ia1 JggfC) l 1 a0Af91 I I $ Cr / 1 1 W / // ax1 1 j / I an P /// / / ,y 114 1 1 1 1 / :.,,A., 7 1 f on # 110) I 1 I 51, Na,a I ' m Oe 3t o MO 9132 Al smrmw —� n..m�o.�a " (v1) m.r O . +wo.i.r ——.—— NOTICE e �j'3. SECONNO yyReal PropertyTaxServiceAgency ,i 34.33 s-rfeeuno5 OF FiaAONamWFrvikasERncEACENca ++ ,I > ci'a� P ®a PROPERTY MAP 'D , 1 JMO. �; �"/;%,;, Environmental Consulting Services October26, 2015 - • -_,. _ Mr. John Bredemeyer, President fit_.` , i. -v: 3), Board of Town Trustees It[ i . Town of Southold Town Hall Annex , OCT 2 7 2015 I j Southold Town 54375 Main Road I�_.._ .p.:NR: y:alY:. . . _...J P.O. Box 1179 Southold, NY 11971s Re: Akscin to Nadile, Adains Way, no #, Southold S.C.T.M.No. 1000-89-1-1.1 Dear Mr. Bredemeyer: At this time we are seeking to obtain a Letter of Non-Jurisdiction on behalf of Mr. Ralph Nadile who is the contract vendee for this property. The applicant is seeking to construct a single family dwelling, associated sanitary system, pool, decking, drive ,'etc. All proposed construction activities shall be located greater than 100' from the area of freshwater wetlands located on the property. For review I have enclosed copies of the survey prepared by Barrett, Bonacci & Van Weele, PC last dated October 5, 2015 which depicts the proposed activity. Mr. Nadile's contact information is: Ralph Nadile 62-29 82 Place Middle Village, NY 11379 718-335-0834 Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 • As always, should you or any member of the Board have any questions or comments regarding this matter please feel free to contact me at any time. Most r zpectfully, Glenn E. Just - - F ) 4q4p41'of Tx.1410es 4049.a49.4 -AFFIDAVIT RAYMOND J. AKSCINa - `.3.D.tair SWORN DEPOSES AND AFFIRTIS THAT HE/& C IS THE FOR THPADQVK laSERIBELEPERMIT(S)zr: 4,,Au.IpIATEMENWSLcpxrAINErvtHEwN ARE TRUE TO TIlE BEST OF HIS KNOWLEDGE AND BELIEF,AND THAT I BELIEVE AIA-LW-ORKINVILTI-SFAPPNEZINTIERAFANNERIET,'FORTH[01, THISAPPLICATIO,Di YANDAS_MAVIIE.:-APPRONEIXBY THESDIITHOLD_TOWN,IC.AIHVONVAUSTEES, - THRAP-PWC'ANT-A-grxgs:apM.9.1GVTHrqrowyorTsovruoug;Asix-,ns BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY a*-.4 ALL DAMAGES. ANDCLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANtED ILsrCOMPEETINGTHIS,APPLIcATION,,TTHEREWAUTHORIZE THE - - TRUSTEES,wiliklit AGENT(S)OR REPRESENTATIVES,INCLUDING CONSERYATIOMADVISORVCOUNCIL,---1.0ENTEICONTOMVPROPERTY10_, ---- - - - - - I1VSPECT-TIIEPREMISES:WtoXXNcnpmWtT. it:711SAMPLICATION; , 5 - INcLunworAximbirris:pomom TiflornkamanoTtizak-TRVIEOARD.OF vResygg,S;•, 6:01TER-ONTO-LMYPROPERTYANIX.SSIREQUIR.EDIVINSURE cOm#141ANGENYITHA XVO1NDITION'MANY WETLAND OR twsIONPERMFTISSNEIYArTHR.11(kAliffoFpfttsrm0,9pRwarst TERM OF THEPERMIT. "- " 1 4' Signature ?TOW*Owner •aymcnid J. Ir ksaan' 00,14- EFOR ,MEITHIS '10 15 _ _ Wpy*Tublip RECEIVE ; DIANE M WILLEY-WARD Li f:., Notary Public.Maine My Commission Expires January 5 2019 :- DEC 14 2015 Southold lown Board of Trustees • • M . -,,* Alt4 .. . Environmental Consulting Services ,, i +„ To whom it may concern: Please be advised that we have authorized the firm of J.M.O. Environmental Consulting Services to act as our agent on our behalf in applying for certain approvals through your agency and others involved - with this project. J.M.O. Consulting Services has been retained to coordinate all approvals necessary through your and other involved agencies, as well as our architect, engineer and contractors. We request that all communications, correspondences, notices, approvals and calls be addressed directly to the offices of J.M.O. Environmental Consulting Services. Signature 41-44 9.1-44-4r--• Dated (0/Ld-//S i , [L,,,i....„..„..........,...._, ; ,,, •'-i . OCT �� l 7 7 2015 L_ _. southold Torn ___.� ! tez t Phone (631) 653-0607 0 Fax (631) 653-3348 121 Jessup Ave 0 2nd Floor 0 P.O. Box 447 Quogue, New York 11959-0447 - ------ ------ LEGEND EXISTING PROPOSED DRAINAGE CALCULATIONS TABLE OF AREAS CONCRETE CURB CI ELECTRIC CONTROL BOX SANITARY LINE S� STORAGE PROVIDED FOR A 2' RAINFALL. PARCEL AREA 151,636 SQ.FT. ..---- '- DROP CURB • WATER METER DRAINAGE LINE p� 10'1 DRYW LLS PROVIDE 68.42 CF/VF OF STORAGE WETLAND AREA 13,668 SQ.FT. WALL • DRAINAGE INLET ROOF DRAINAGE LINE "- •' "" PROVIDE CHAMBERS (RECHARGER 330) UPLAND AREA 137,968 SOFT PROVIDE 55.5 CF OF STORAGE EACH IMPERVIOUS AREAS: EDGE OF PAVEMENT cl SIGN DRYWELL W/INLET • STORAGE REQUIRED DWEWNG 3.863 SOFT -OH- OVERHEAD WIRES r10.3 UTILITY POLE O ROOF : X3863 WALKS, PATIOS,POOL 4.801 SQ.FT. LAND NOW OR FORMERLY OF GRAVEL DRIVEWAY AREA 9,133 SF DRIVEWAY 9,133 SQ.FT ROBERT CELENTANO -a-a- STOCKADE FENCE CONCRETE LEACHING POOL TOTAL 17,797 SQ.FT f PATIO/POOL: 4,801 SF -o---0FENCE OTHER ■ MONUMENT 2/12 (1.0 (3,863+4,801) +0.2 (9,133)) = 1,748 CF LOT COVERAGE 12.9% SCTM #1000-88-2-17.7 LAND NOW OR FORMERLY OF SEPTIC TANK Q BRIAN C WILLIE & ROBIN REMICK M - VACANT O W W WATER MAIN TEST HOLE STORAGE PROVIDED: SCTM j11000-88-2-17.8 }O p 3-101 LMYWELLS O 2 W EACH = 410 CF - SPOT ELEVATION 115+ 24 STORMWATER LEACHING CHAMBERS = 1,332 CF ..10 �- S SANITARY UNE 92.31• - - - - - - VACANT 3 W I E ELECTRIC LINEg cr 79s2•35.. '"�w S 696'50" Ecommie 4Poac5 470.88' �< 1 w� TC a ao TOP/BOTTOM OF CURB �W r��w 9. 2 o• a s / _IMO 5.2 a Ot U 26�;'-- - --"'"---- ''NO/ o _- -r- _ PHYSICAL POSSESSION�--_ _ -_+ Q �I W 3 +6 4 SPOT ELEVATION - EXISTING `� ��w 12.00 / w� / 7.3e.2 s 2 O R1 O p �- ,o O O 0 - O O O O-O--O • (� t O 3 E �� �►_ w ro +14•3 i .oat w q t �\'\�,'�.� O 25' O O O1,000 GALLCIV 7.1fN o / LO • Q1 O W l0 1 ...---•S 7E �WW 1.•�,:, +ia- B5 IL SDE YARD SETBACK `� S�P7K' TAAKr r N Os�J ` 8.4 +1A✓tea 8. E -�•' 6 J 'BC 9.37 . �\� 11.5:00.„.. i }90 0 ! Oa Z Ir� 8 17 E ����! ! RIM 9.36 7 9, '� S' ` 13 Ot j LT ' co t ace 0 itais NOTES: fL°6O E .�- ry + a p I il 34 E -'�-��� �.•�'6 1Ed•2d' R� 10.30 O BC 9.30 I ��` I /n� = ' a N / f. LOT AREA : 151,636 SQUARE FEET 0R.148 ACRES ' 18?$ a ��` ..........--- ....----"-14W vier '� f RIM 6.22 ;tes 11'5 2. PROPERTY KNOWN AS PART OF 'THE TENNIS COURT AND ,•• + i� 76'00'x• \ IC 9.zs a tt iI I EWAYGRAMM' `,� I } c e 26.4' 1t+a _AYOPOUND'CW ST/BN0N MAP AF L<DAR BEAQYVY DUTY CAST NON ,. syji�1 it h4.2 FILED DECEMBERINLET FRAME&ORATE o 2Cf 1927 AS ANAP NaNQ 9Q X 3 R♦Ep C) REQUIREDSrCAMBE[L FAVNORY PATTERN \ I �\ Q p y?� f t , No.2104A OR APPROW.V ♦ 1 6.3 • t e„ 4T,0 O .� TI!/S PLAN IS BASED UPON A SURVEY PREPARED BARREIT, 12-dA PIC(spt JJ) EQUAL �0\ 10 58 ro . ... / r. BLWALYy& VAN MEEL P.0 OCTOBER 4 2015 I PITCHED MN!/a-PER FOOT r�nrs7ArD f?PAO£ ".-...-.1....c".13.39. �a Is! o,O c' t h I ' i ^o + I / •! ELEVATIONS REFER 70 NAPO 1988 DATUM. N W ! L«H e.z t 1 IR 2 NAC I I .---,..:/___/-Oma_-_ ..� � O ` O dp0 f �y i� t O 5 PROPERTY IS WHIN ROOD ZONE X(AREAS Cr 500-1EAR - ` f dS FLOOD,• AREAS OF 1010 YEAR FLOOD Nl7H AVERAGE DEPTHS Crf //R _ - - -• •I�,.� + \��� �`O 1Q0 9 4-� 3v LESS THAN 1 FOOT O4 M17N DRAINAGE AREAS LESS THAN 1 ± ' •" -• ^ 2 Y a 1 "i15. SQUARE A//LE; AND AREAS PROTECTED BY LEVEES fRQ{/ 100 YEAR ^ ^n W *• •I / ( • ��` 07 _ ME = 11.• f / O it 14.6 \ FLOOD)AND ROOD ZONE AE (EGO) (BASE FLOOD DETERMINED) ' >.. . O W / �N A • `a+ �`V' f/ 3 id x C3 + �QALL p4D/NG 719 fEMAI fLOgD/NS!/RANCE RATE MAP LYaI/A/UANTY _ _ y ?RONS Q° 1? I I I ^ OPANEL NQ 36fQ3L101671C HAVING AN EFFECTIVF VA7E OF -PRecAsr srcwN g4AN R%JGs- "• toSEP7EYBER25 2009 1 ' 2 row �ommm®�mmor pQM40 a.a + (2�(� ') ��}° -- _ 2t s �tIO�� o '� uJ N 4 6. SURROUNDING RESIDENCES'ARE SERVICED BY PUBLIC WATER. / w h �m ®�WO mac i ).-.N, h / 6.6 S`7t�UMG/7ER + 7.a N ~� N \st, • toI m /1 ]Ommm®tr9mrsor JJ T� `' /COLLAR + ). A£AQ'AYIAG 6.5 Z LIMIT OF METUWDS DELINEATED BY OTHERS (SEE NOTE) m m ®�m Q y is 2 + W it 2 o' !'uN ABofE `T ti N it /r° p '15... F T`'x t i 0 DW-J o Y { 4 {���1,I I 0: B EXISTING STRUCTURES 70 BE RA/OVED. N^ ^. © GROUNDWATER AD=D'dA TYPICAL ak I r / /�,i TLP••• a ticitiii. ,. 3 id '/ S0 : J4.4 o U� I._ 4� =C ' ..--6-- 1 , +' I O U k OI W39. ALL /MFytOVEMEN7S 717 BE LIGVSTIiUC7ED/N ALLORDANCL�MITI/ w /-BAarrxL wmeuL TD��' OW 3O b // 1�+f CTHE STANDARD SEPLYFICIHAMS AND DETAILS O�THE TORN OF1r �" arAN sAnnANv aTOWANI O OO(1FLAGm O O SOY/IHCLD, SLDHS AND N>SOfG awrAwHc eESs n+AN rzs rine sAnn 3 0 No. ' Z 112 n DIK-? w a _! m THERE ARE NO �' =• FRTAND ACnONS NOT(m excess)sT AND em.&) 2 2 j o e o 5 t 5.4 SO fQPROPOSED SAIV/>:IRAYSYSIFJC WATER *ELLS WHIN 150'Cr THE e 2 4 �O / 6-z I 52 / O O 41 a Ii O/ eZ I Za :I/. 7 UNDERLING S:W7 AAO pPA 1EZ STRATA O Q ' '� 1 O x 2 N V �' " Fuc 6.7 0 N 11. HAY BALES AND/OR SILT FENCE TO BE INSTALLED ALONG THE -I DRYWELL DETAL v ti to.t /% NO. I /O/ et kI < PROPOSED LIMITS OF DISTURBANCE(AS SHOW)PR/O4 70 ANY n ^' a + , I 6•b+ WOODED s4 -I CONSTRUCTION ACTIVITIES x = o ALTS Id 1.4 I 0 s� 04.6 '' \ i% 12 APPROa7MA1E FILL REQUIRED = /,800 CUBIC YARDS �1 ; FLAG 3.4 i% %/Z 4 ' O�• +NI- (V I �+ A57oNKTPAIELENT� O 1.O\ I RIDW LIrSi[T 13 SUBSURFACE AND ENVIRONMENTAL CONDITIONS EXCEPT FOR Wi ` t! FUG i r rFu4 ao ROIYFaiFu l SOIL Q'.ASSTF7CA HON, MERE NOT EXAA//NED LW CtW9DERED AS RIM < PART OF THIS SURVEY. 15.23 4 M Q 2.0\. f-8.6 \NO \ t +6.7 / YEtA[ES •V-.r ,1:.:sr'l )...qnV a'f :1=,;Z - • \ 3 , /� Na 410 r7LTER FAA%C c ... ��'�t li.irf`••.i.`....ws.�hit•t,s..rr.•1 R•,�i'.•.•T-•:,-'•ii•�Y-=1.7?i'i. . MN GY1t£R FLM N-?0 14 ALL WORK INLYUD/NC CONTRACTOR STAGING AND STDCXPILIN wJ I \ I \ f Gi sr' rc f,.;,a.�.?i ..t.�y:•, rnz s 5 h-jT/�f? :�w? h rTLtz LOAoNo O Q 9/ALL REMAIN OUTSIDE Cr THE 100'M£ILAND SE7BApC AT ALL o '• sac gO'oP° 00 0 0 17 FUG a+a a.4 2 tom,` .cam ARIES z •- ' W o��°000p0° 0 0°00°0; 000 n ' \ /> 6 \ NO. \ \ s9 s.z+l ja�f., • 1 NO. \ FUG ��+ O o '-,^.-1'opO ' � ' °Qat: ' _ ' °� 41 N 2 2.0 ` / /?� \ 2 15 SEE ARCHITECTURAL PLANS BYLOY//S£A. ACNES ARCHITECTll no no',;o0 '.••o:oo; 'oo, o. 0 • j 20' SIDE YARD SETBACK P.0 ASSOCIATE FOR ADanavAL /NFL14A/A7IAN O 52'ae Js- Fuc -f- 2.2 \ DETALS OF SANITARY I 5401795 LATEmAL 70 a� j.1 'MARSH NaCLAND GRAIt:L - rat�M ,,,,��� •ti. i -� I S 1 I6� _ __r_�- _ ___ _a-4_ CONSTRUCTION LYWTANNC LESS THAN/Str AND SANG N'OR 4a- _--' • M •�'��� .'_ -__ 6.2 7 6 SILT MO aAY. (SILT AND Li'AY \1k 3 RUCTIONS NOT TO EXCEED•.t) 68'17 20 LIMIT oI-' WATER ME'MNDS LOCATED 8Y 9 ' - 504.89 1. USE 1000 GALLON REINFORECED PRECAST ji - + 'd ( .LM.o eN RONMENT20 OOWSI/LTING Sa SON CONCRETE SEPTIC TANK. 0 e 111(c ` GoN sEr, 901 2, 2ota ALsp,APPF�Rs av2. LEACHING RINGS TO BE PRECAST CONCRETE. 8'I, 2 ' W [W,,E�• !i NO. 1 N.Y.S0.ER NTM OF 39 OF SUFFOUC 4' HIGH. 1 1 SO-44. q. �.vv. v.vv.v.v ,�ro .v.v.o.v.v.v.o.. 3. USE 4'M APPROVED SEWER PIPE (SDR 35). ., /NN cow FLM H-lo , - 4. BACKFILL MATERIAL SHALL BE COARSE SAND r4 LDAarNc ' --x �t ,•: V1111111111W LAND NOW OR FORMERLY OF 1' - ry > ` • AND GRAVEL.. _ ._.••�'• II 1 1 1 1 1 1 1 1 11� :5. SLABS SHALL BE BETWEEN 10' do 14' BELOW W rI' I ( IWIWAM do NANCY AYLWARD 1 , --•---GRADE. \12 ; /k� O, - 7. SOLID CONCRETE COVER SHALL BE BETWEEN 6" + ..=-veG-r�Mrxr•L.rtz;rri�rriyrt'vrt' I SCUM 0 L� i . jr1 00-89-1-3.2 •,1. & 12' BELOW GRADE. n.3 o l'it.a CO N OCT 2 7 2015 cJ 8. BOTTOM OF POOL SHALL BE A MINIMUM OF .3' RESIDENCE ABOVE GROUNDWATER. NOTES 1.STQPAIWAIER[EAaNYC CHAMBERS AS MAM/fACTTNED BY L1K7EC OR O PUBLIC WATER ' ''r APPROICC EQUAL ALL CHAMBERS 70 BE DESIGNED AND CERTIFIED P7 N 4 BY MANUFACTURE!?TO MIHSTMI7 AAS7YTO H-20 LOAD/NC N PA/ED AREAS (L AND H-/0 LDADWC N LANDSCAPED AREAS AT THE CO/ER CONDITIONS 9/0WI wYZC/ Z f E... n ' z 1vsPEcnav COVERS TO Ir Plrortaen ON DERV 67H LINE o gC 10.70 BC 11.26 W �O� _ N 6817'20" W 682.26' k'nar '`?r.a: 1Y it . 1110 awn TEST HOLE DATA ; PER McDONALD GEOSCIENCE 8/19/08 9.a p 1+ 1. + N 4 \\\�k k k k k k\1, (NOT CERTIFIED) - a2 �. ..�.�- MAIN BAYVIEW ROA 0 , W W - \ • 6 1 ROAD EL. ELO .r• 4 /I* dA,tws'c Vs L 90" 90 DARK BROWN rj . nit w .Y6 52' LOAM (OL) H p{. TD sem' 1• n /4 24 ? y f L7 7367' LI 67' BROWN AND 8+s + I cAPAarr /Lo,/ se"1 <65 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ( ) o w o %4- cuD1 k) T5 555 ♦••D!SnUBUTdtS GREY SILT ML 3 Q C 4 STONE REGENIMOVED DESIGN IM•LATA TEG,878 NC ROAD SAVCLEARJL n-[E EL °•/6' a� BRDarrTEttR Cr 06e04 Date By Revision STE BASE (?03)775-N/6 BROWN FINE 3' w SNGYE/4u[n-LEVE 0' 6' Surveyed j y RB Drafted TO MEDIUM AM M UNIT Eamu[n-LE£L 36%42' 58764' ( ) uN tTTE/aTr Checked by: SAND SP -X _ RIM I S/WAIULn-1. 5' •/" ri , , Barrett EL 2.8 - 5.2' a 4 71/rcAPAaTraL)Lt a24N(1FilIU//n-TETE/ 1.63/S10 IO.J/Il0SINGTBonacci & BROWN FINE WATER IN �"''�N •�7 W as ..'fi- S, rMaTAganavAt iiiowls /// / 1 / LIII3 TO 7 " �s /3 L /� /// /// %�:jj os Van Weele PC SAND MEDIUM a.7a c s� -�) t,1 il., :1 1 ti. rilill ////e� 9.137111-01; « , cls '/� Civil Engineers 17 A 9 5 Commerce Drive 12.0' +a 93 Hauppauge,NY 11788 N.T.S. 9.00} - »'MST LINTS L'-EACH ADDITIONAL rAwr - Surveyors T Hauppauge, 631.435.1111 `- " ----- w STORMWATER L.EACI'IINK3 CHAMBERSPlanners F 631.435.1022 Nu www.bbvpc.com MAIN BAYVI ,,w, Tax Map:E r Y FF EL _ 14.0' p STRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 Certifications irdaoled hereon sgnty that thisROAD EL 13.0' oIDISTRIBUTIONDIpk>tollhepropeydepid�d heeanwaLnade PROPERTY INV• - 0.75• PROPOSED GRADE El 123' OF NEW in accordance with tie awing Coded Practice EL. 11.5' MIN. / � � Association d Ws:54 d Imdfor land Surveyors adopted by the New York INV. 11.0' ■ / /' 561.45/05. INV. 4'1 O 1/8"/FT / M only lor the fonds depicted hereon and is nor certification d hale zoning«« SITUATE Iii • W ,de Said , 3 SOUTHOLD 10.0' �« ^ PRECAST CONCRETE STRUCTURE NOTES: �'°5' GALLON1'°OEL _ 10.0' `' �; Tpyy�,l OF SOUTHOLD SUFFOLK COUNTY NY 1. ALL PRECAST STRUCTURES SI/ALL INCLUDE STlFF7GTOVT STEEL RE7NFG1?QEMENT FOR not tt�l,,abi ob oar wes. IEMPfRA7UR£AND SW/WAGE 7RANSr°LY7T, AND 70 ALLOW ME STRUCTURE TO II%F T MIN. TANK INV. 9.4' LEACHING A o7r� « « PLOT PLAN 1N7HSTAND AA9HR7 H-20 LOADING AT THE COVER CORD/7IQNS&IOMN LW THE PLANS R01rE 5101` EL 6.0' UUnauthorized operation or addition ilia on sur PREPARED FOR: 2 ALL 9/GP DRAN/NG5 AND DRILL 91EFI5 FOR PRECAST CONCRETE'STRUCTURES SHALL wryEducation a viridian of Sonar 7209 d New York MR. RALPH N INCLUDE MANUFACTURERS CERTIFICATION THAT THE STRUCTURES ARE DESIGNED 70 3' MIN. Sum a law C/O MR. JOSEPH GIBBONS INCHSUIND THE LOADS NOTED ABOVE GROUND Copies d This surrey nap notb,orhg the land P.O. BOX 332 WATER The offsets or dimensions shown from structures to the property lines ore for o specific purpose and use,and therefore,are not intended to guide in the erection of wwwW3''embossed ud and sigranAe shad NEW SUFFOL NY 11958 5 ALL PRECAST STRUCTURES SHALL BE MANUFACTURED M17H 401010 P9/28 D4Y SANITARY SYSTEM PROFILE EL = 3.0' fences,retaining walls,pools,patios,planting areas,additions b buildings and any other construction. Subsurface and environmental conditions were not examined not be rnaid«ed rat be a eue and"'lid ceaT 631-2988-9678 © 2008 BBV PC UA: STRENGTH CAVCRE/E VIEW: N. (DESIGN) or considered as a port of this survey.Easements,Rights-of--Way of record,if any,ore not shown.Property corer monuments were not placed as a part of this survey. Date Scale Projat No. Sheet No. OCTOBER 5,2015 1"= 50' A0801115 1 OT I