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HomeMy WebLinkAboutSmithfield Park - THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES FOR ALL h..... yra✓° � LOTS IN THIS DEVELOPMENT COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH, - tY _ N E 6 P.E. & L.S. S.84° �'e,o//, re/ /orc� - 47•E (' I ---� N e/° °aver- N ROAD NEW YORE- TAT LICENCE N0.12045. 160, 2g' NECK wpoo/ RIVERHE D, N. . ROAD y ;�F loo - Opp SUFFOLK COUNTY DEPARTMENT OF HEALTH s�zA Eris,fv o - o RIVERHEAD, N.Y. m 16 E. B. Mailler THIS IS TO CERTIFY THAT THE PROPOSED ARRANGEMENTS FOR . 14 ? WATER SUPPLY AND SEWAGE DISPOSAL FOR ' D.T.. G.H. B W.B. SMITH " r4 < 1 IN THE TOWN OF $OUTHOLD WERE APPROVED ON THE (yf /�ropereJ Lot Lot 35 r4 �e r�essP°ai oro c.es z ABOVE DATE. THIS APPROVAL SHALL BE VALID ONLY IFINBTALL- z f ATION OF WATER SUPPLY AND SEWERAGE FACILITIES ARE COM - 14 2 / r' '/}"F'e r9"""J rvu/er' Q r4 ;.O .p O.00 � PLETED WITHIN ONE YEAR OF'ABOVE APPROVAL DATE. UPON THE _I - c F EXPIRATION OF THIS CERTIFICATE OF APPROVAL, APPLICATION FOR RENEWAL SHALL BE SUBMITTED TO THE SUFFOLK COUNTY o w ie r __V_ c DEPARTMENT OF HEALTH. APPROVAL OF THIS RENEWAL APPLIC- F `t o C' 0 ChrisPubnPs4�/14p o ATION SHALL BE SUBJECT TO THE REQUIREMENTS IN EFFECT AT 34 °� tionsen G. H. & 'N. B. Smith � � o N THE TIME OF FILING SUCH APPLICATION. ' _ N C �+ 3V , S.80°1920"E. N' -r5,8po I CONSENT IS HEREBY GIVEN FOR THE FILING OF THE NAP ON U TER O v �LO.pp• m 2p, 192p••E WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE CLERK i\y _--_ I Cross Section - Typical 2 Cesspool System Typical Lot Layout TYPICaI Well Detail OF SUFFOLK COUNTY IN ACCORDANCE WITH SECTION 1118 OF THE 2 CESSPOOL SYSTEM PUBLIC HEALTH LAW AND SECTION, 2`OF ARTICLE VI OF THE i O\ t0 AVENU '0 11 SUFFOLK COUNTY SANITARY CODE. 5a` ---- ---E- " S. 77o S. 77.3 *° 3190"E S 89°47'E. "E, 211 .66' I STREET � ��� . ,W��g /2s 374pE COST 129.58' N.62 3710 SOUTH PROPOSED METHOD OF SEWAGE DISPOSAL AND WATER SUPPLY 4 2'5 I 77033, AVENUE - ; OIFECTOR, DIV.OF ENVIRONMENTAL SANITATION p L 33 w 26 94 'P.. 78. 40„E S.84°47' 3T 10 E. 1 r p 0•,99 < 63 E. N.82° N /2 `' '0 SO' ° o3e3d2 96 .17' 42.09, III zl' 2,y0!0 n N S' Go4en TEST HOLES 0 0(p ~ ,� vo m° /3 m^ TEST HOLE NO 1 w y NO.I NO 2 �`°\9 0°582320 . e. mNw Nn I Rm-.��r,�ze�°„ 1 -R °Pr,p•,r•y°n✓dc✓s vpr/.C,dcEuSr EL-114L-114ar°. 4 0° NBp°19 20" 5.86°35'20"E. 229.92 150900 W3 ° ° 05 o Eli 199 m 0 24 ROAD 0 /4 o -i- 0 o o 0 0 1` N _10(T- - .l i N.60°1g, �� � 22 o. y� - 5.84°5820 " Bennett vs.rro is° Y 100 I00 so i 2/s. Tp"W. o o:J> ° - 213 .28 ^ re's°,o"r" - CK ROAD 1 �N.80° Q S.84°58'20"W. X20 'W w r9 ,� NE mY 43 _Iso 00 /5 z17. Te' ° rr' 0 25 ami r9 o iai naI IO2N.22 .52 N 2/ O /� 1��EqR Ew ° o B' A. a„/c ee 'Rie :/,rerroek: v sa CUSTER A'/E` n m 50V/ o- 1. o p�4/ 135 O9'3p,�W N o 193.43 Ttlurm ry ro Brno°r aro - ,° 230 'W. _ tl o.e� ° ° 5.84°58 20 ,,:i i. .',c`{ _ -- _- Ot 0 S.8 160. _ F - n L L t O°I920'E, f N 9$'35' J 235.88 s o 00 y r ' I n 26 z OF °9S 2 N N /6 N 9 9 NJ W ry rs - poev bO @40 y CLE AV i 02 00 20 in C 0 F'° /7 /3°92y;'o" '0 0 _5820°W.- o ,vor°/. vor�r 0 io V y a-� 'O° 8: (, s S �71 .59 � - °/, // N.690 N.6 48.q CLEARVIEW AVE. 3•Qg 08'3 9°06 8 h3O 66Jq, o q~ 114.93 W iu M n.l 1. /B `�.' 27 O a - <: R,�pOH ,ati9 °°° M ^N' o JNA, ^ � / Cross Section - Typical 3 Cesspool System Typical Lot Layout �a 30 o y 8p 4/ 30 v o O' /y ° N 4 c f ' { 3 CESSPOOL SYSTEM 9"Oa m m .9 O 96, H.9 rory y 2 0 g SO„W /88 t 1s-m G���� i ry m 3. Opp 23, roo >p 3p• m/° 7S'00' C7 f o> B o ° q�FtiJ6, m 3' PROPOSED METHOD OF SEWAGE DISPOSAL ` i oSE `� N '°0 3: o/ 6 •�/29 7D2 `,,,N ^).b° 3 dy U) FOR LOTS 1 -9 INCLUSIVE ° h; 7 o s2°.> �3° 's*' '°o oro° .ro°o 28 mo �✓ f � pry O � > 3 /{; •N.40. N O P M 6 ° a O. 00 `9>0 00, ryo 29 1.23, wo ro ,jo '00, 29, 0 R:2 g' N'>Oo /p °j ro°� TEST HOLE 3O.,W '- /3 10 W. 32 ry ry0 5 .3' N0.2 / SSTo 6J a ry , @ •} n 9 W 2p8.4p3/J' q6. y roa% h °Oo° 29ao°" s. os• ,� ?i3s cY d ,` KEY MAP 0 9p• A v ��" SCALE : 1" = 600 N,J >sn roro tie 14 ,\ ,3' .`�, \ 100 A.-3,1 'S /s p0}° .. - � ..�' ' /0, k; O 0/ 1/ N ry� 3 03 /9/j 86 83 O8'70' o g .:: 1 3 tt M z.65, ° r° l p y / "E7� 22'71• /q 86 � r �proNO iAvS ' L C'9 n. CLE EW AVENUE ¢t� t`5 # jC,3D '�,1' " --� APPIS IS ROVEDOBY THEIFY THAT PLANNINGHIS BOARD OFISION PLAT HAS BEEN TH TOWN OF SOUT OLD j ry y Oy }. ° VE 0�/ OX n V _ .y , - BY RESOLUTION OF APPROVAL DATED 1 )6- ., CLEAR 4 + , A , � y X/ tp ) ///j J.3 ro N Q.,)o q°° gfl "�� rf 3 -fl1� r o`� ry NJ>o °j 1(tON h , G .o-\ e y0 V9 N xti\�`' LL,.. BY -�„ �--'- f22 /.Go_ CHAIRMAN s '" i 2s•3 70 tiro '4 2 , m / 0°0 m ,. 1s ' `t f (Yy!/ �Y °tt DATE fit fes' .-w 1I /yo o° o °, t o ti m e :Y 1 W o W, '' I HEREBY CERTIFY THAT THIS MAP WAS MADE BY C FROM ACTUAL l0. �� q 1"I v1' SURVEYS COMPLETED JULY HEREON 6 AND THAT ALL CONCRETE MON- C,J`T zf /•'� ° f 3000. y o ar t ,,. � qT'%0 iY7{/ -""" Vit' (a��, UMENTS SHOWN THUS : HEREON ACTUALLY EXIST AND THEIR _(#� -i -"r b /.' J, 1�x Z-_.. POSITIONS CORRECTLY SHOWN AND THAT ALL DIMENSIONAL AND f is S3' 6J I '� U' t T©S t{0 - t \ � U '!; t .;, '�I`i GEODETIC DETAILS LSA ARE CORRECT 0 10 - a1 /u°4� -..,. . .. � ! !., o- $,a; 99.58' 154 ,W � - 1st 6.+ - / / } sa. .;- N.81° 40 W. S.el 36 N f4i'' v / (Q +fir/ f � /{ 'D`'-tr"f f1 9 k4 tt„5•'• 4t ALDEN W. TOIJNO, PROF SIGNAL ENGINEER AND LAND /', , 'yJ ., i Lul'7 1 - vt 'a a. rG✓ ITO f t ,J 'i+ r s SURVEYOR,VEYOR, N.Y.S. LIC. NO. 12845, RIVERHEAD, N-.Y. ' 1 . . �J. v fl y 0 =e>. AII0$,1 ' t. � i T l ) ) / CIL,?tY Y Subdivision Plan SlNIT�IFI�L® PARK ' Owner a Subdivider Southold 1/.rny ♦ . Ti w. H. D. REALTY CORP a= MAIN STREET Town of Southold- ' / v SOUTHOLD , N .Y. Suff. Co„ N . Y./ k 7 " Its Scale 1 " 1001 1°a