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HomeMy WebLinkAbout1000-17.-1-2.2 () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LIVES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIcf01 tel. 651.'727.2303 fax. 631.727.0144 N odmin®youngengineering.com TERRY POINT ���� • ( 4�x� �' E 'CO •J Howard W. Young, Land Surveyor J Thomas C. YVolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tost, Architect PROPOSED S �P �,. } LOCATION OF 2 STORY HOUSE O�� SITE MAPLE LANE ` & GARAGE v p �° a SITE DATA wdn "9 (4 BEDROOMS) LIN � V) TOTAL AREA = 38,286 SF (after lot line modification) m > > y v Qa p m m *PLOTS REFER TO SUBDIVISION-"SURVEY OF THE CEDARS" FILED IN THE >v a OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 11,1906 AS FILE NO.421. now or Formerly \\ Pti MAIN ROAD * VERTICAL DATUM =NAVD(1988) � v� Susan Magrino punning '` ° CERTAIN AREAS � I W 853003'36"E e * BUILDABLE AREA LANDWARD OF CEHA LINE =13,246 SQ.FT. cG 83.70' rp�' ( (0 * STRUCTURES LANDWARD OF CEHA LINE = 2,338 SQ.FT. M M a u3.13' 296.83' I 0�, CY`� Z q 5� 00 5bh5°J 0� \\ * PERCENT OF LOT COVERAGE LANDWARD OF CEHA LINE =17.7% Q ° Q a° � Q� w = 2 ��� Fey MZ r ib O�SRO �0"E`'G�3g`c O Fq 00 o Q TH#2 .0o ) R OP°5°CQ�� HEALTH DEPARTMENT USE 00 M 'K u' Cn — — — — �O Z11oJ enttns�IoarcR Z u, � now or formerl / �Z k rn V� y 559°54'56"E a o Q Susan Magrino 12.16' \ M TH#1 I - ------- Dunning Q�� .' ,��. �0F N of 5Pi KEY MAP C\ N T - o1O r-- - 15' VoIDE��ASEA�ENr i Rvo OgS���G�� �ti��L�y �0� \ SCALE: 1"=600' ° �n �RAV,=ICED N 559 54 56 E - - �1- _44 Q pad y�3 ��`� may-000 FQ \ N53°03'3.22' 36°W _- ---- co `'' i I 1 WIDE CASE-- OF96Q II ( v1Q0Qti\�v� ��V Oy 27.94' ME . I I 5 R \ er- I I 184.10' I 1 HIM nOW formerly S59° �, �\\ cQ�1�D,L�\JS� k0�� or merly 54'S6 E ,� ,� 1 ;a 1����oF� �oC � \, ref ° ----____ Gentlemens Ride \� Ridge., 5.05' \. \\ ,--- t "Qoti� Opp I \O oFQ�o�`�c�° TYPICAL PLOT PLAN _ 60 PROPERTY LINE 5' MIN IN. ' \ w WELL Z WELL 0 \ n trt �I HOUSE HOUSE v J j \`\� PJ��\'�° 1 I OQti� o f f ----- Z 2 Z SEPTIC OtiS y CF �yff 0�„5v� P�5 / o�\ �o \ro o� \ (�� TANK LU H 1 3 �` �\,�`` �PP�y �v0� Q����PQ o�° �� `O ��o �\� \ MIN. H ♦\\ �PJtp, 1 �� �cP y S.LO O��C`l` OP \\ '(� \'(\0\a \x0, \ i° LEACHING POOLS \4 \Q o 4-lt Sap `\ �\ \ QUO �0 P°PQ ROAD o S�S�.12 `� \ ,,/ i \ \ QtLJ�FZ�'�°P� • BOTTOM OF LEACHING POOLS SHALL BE A MINIMUM OF 3 FEET OF 0 EG \ ABOVE HIGH EXPECTED GROUNDWATER. OF�� \ TEST HOLE i TEST HOLE 2 ENGINEER'S CERTIFICATION '( BY McDONALD&EO5CIENCE BY MaDONALD 6EO5CIENGE .n""." � ` /i \� (\ \ \ \ DATE: 10/18/811 5:40pm DATE: 08/04/16 "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL "ell °y 'C a161� \ SYSTEM(5)FOR THIS PROJECT WERE DESIGNED BY ME OR UNUER`MY•• SOP PQ �p� GJ� \ \ EL.bs 0.0' EL-15.8 0.0' DIRECTION.BASED UPON A CAREFUL AND THOROUGH�'5TPOY-0rF'4iNE'S L� °kl- " o� yob ` \ DARK BROWN DARK BROWN SITE AND GROUNDWATER CONDITIONS,ALL LOTSrA,515ROPO'SED,,t FARM / b % �S`�PIiti�,�C°PQ� ` �\l1 Q,� \ \ LOAM LOAM TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH,5 RV CE5' (�75 f2UCfi�fjN / �i OFQ 0� �0� `I \ 2Qr cQ�rl 1 \ (°� STANDARDS IN EFFECT AS OF THIS DATE. 1.0' i S� 0 OF P I - P°5 0 � 5 y� 9-0 pC� \ PALE BROWN 0 t a;,�w. I � �PQ !/ /h P SJ�`� ° `\ ` BRo SILTY SAD SILT A5 II QQ G� �� \ \ 1.5' 10.0' K• ,:..y�',`' t j. /I �y0.1J�� BROWN HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n \\\ F, t I a°3 \ BROWN LOAMY Q CLAYEY SAND CSC W 1 S F i 5 1' � THOMAS C 0 I \ CLAYEY SAND C. OLPERT,N.Y.S.P.E.NO.61483 I "gv 2 � DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 6W EL=4.4 11.4 __ `_ I ► 0 5 BROWN WATER IN _ ,, SANDY CLAY G SURVEYORS CERTIFICATION p EASE _ v CLAYEY ��L�,�� ��\� / C, I \ \ \` \ GIN EL=0.1 6.4' SAND(x) S *WE HEREBY(CERTIFY TO M I N 1 C E D A R S L L C THAT THIS 3 L. 7g3 MFNr I ✓E��P� °� �N C� r� 2 ! O'C \�+ \ \ \ SANDY CLAY 5 C CODE -A- P 360 cl, °Q PC`I` 1 ����_��SOp o�cQ h O�1(0 ��2Q'��Q,or ! Q� I ` \ \ ` WATER IN (cU LANDSURV SURVEYS URVEYY WAS S ADOPTED BY THE NEW YORK ST EEPARED IN ACCORDANCE WITH EE 5-50, -IA-FtON aF}FOR � 1 V. �o\P1 �o�a0� 41.0' G� SANDY CLAY PROFESSIONAL LAND SURVEYORS. WATER IN r r:•,` �\ �"' 4 q;_; o _ °'o �r�\O \. ! 1 \ \\ \ INE 6ROWNN BO MEDIUM '� SAND �kO 1{° C MEDIUM TO N 0 IZZ �� I Q� / ��\� �� I \\ \ 0 �0� \ COARSE (SP) A ,!1 \ SAND 1 f ..f \ \ �/ L �S 46.0' S1.0' �N r `F f'ct Jt' `n \\ \ C,O6/ \ HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 IRV yo��� II SURVEY FOR wN46-30, dM 01P RECEIVED MINI CEDARS, LLC 0L o�o��oS,c � \\ "V 2 3 2020� at Orient, Town of Southold " � �I/IgT I r � ti� - /V �O Z6�23, , Pay \J' \ Soutrioia TOv4'�— ' Suffolk County, New York \� Q 1 \�.r♦ \ Planning Board cli I BUILDING PERMIT SURVEY ° !�• SUFFOLK COUNTY DEPARTMENT OF County Tax Ma District 1000 Section r ,�P• 6 ' �r a v Block of Lot z.z �-0 6�. f`� HEALTH SERVICES GREAT RIVER, N.Y. FIELD SURVEY COMPLETED AUG.30 2019 a N55°30'00"yV A9-w4f- MAP PREPARED C� JUN. 25,2020 / 166.98' DATE Record of Revisions / THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR REVISION DATE DEVELOPMENT FOR MINI CEDARS, LLC IN THE TOWN OFSOUTHOLD BLDG.PERMIT DATA JULY 20 2020 WITH A TOTAL OF 2 LOTS WAS APPROVED ON THE ABOVE DATE.WATER SCDHS NOIA#1 AUG 14 2020 SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST CONFORM TO REM PARCEL LABEL 02 2020 GENERAL OCT CT Ol 2020 CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND BLDG.PERMIT DATA NOV.12 2020 ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS.THIS / APPROVAL SHALL BE VALID ONLY IF THE REALTY SUBDIVISION OR I DEVELOPMENT MAP IS DULY FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE.CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS 0 MAP ON WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE COUNTY / CLERK IN ACCORDANCE WITH PROVISIONS OF THE PUBLIC HEALTH LAW AND 50 0 25 50 100 150 THE SUFFOLK COUNTY SANITARY CODE. Scale: V - 50' WALTER DAWYDIAK,JR.,P.E. DIRECTOR,DIVISION OF ENVIRONMENTAL QUALITY JOB N0. 2019-0123 DWG.2016_0179_bp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTYLINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT RECONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)A CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. . \ N O \ \ y , 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.727.2305 fax. 651.727.0144 -1/2' VENTILATION PIPE CHAMBER Volume(gal) adman®` youngen ineerin g g•GOm SCUM BAFFLE B Q Sedimentation Chamber 277 3.78 0 WELL O 1 Y '-1 Q2 Anaerobic Filtration Chamber 278 -10 -7 -0 W Aerobic Contact Filtration Chamber 127 ` !J •J ECIRCULATIGN ® Storage Chamber 63 _ 1 d W. Y Ld Su AIR LIFT PUMP (3) Howar oung, an rveyor Disinfection Chamber 4 / �1 E ,,DISINFECTION Thomas G. Wolpert, Professional Engineer © Total Volume 749 Q / \ �. Dou los E. Adams Professional Engineer CYLINDER (OPTIONAL) Q g g WELL `•` �' 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS >�P 3 / 6 1 Qyw g Robert G. Tast, Architect A 4 A Anaerobic Media PP/PE Filling Rate 32% # j7 / +6.09 4'-0 ' ! Board Type Aerobic Media PVC/PP/PE Filling Rate 16% ' © Aerobic Media PP/PE Filling Rate 57% FFLUENT Blower 2.8 cfin ✓ ���+ S O © AIR LIFT PUMP Tank FRP QQQ e +6.6s 44 WELL SITE DATA INLET BAFFL ® Piping PVC/PP/PE Q •� © Co Access Covers Plastic/Cast iron �\ 3 3 PGA TOTAL AREA - Disinfectant(Optional) Chlorine Tablets k, / / L RE - 38,286 5F(after lot line modification) 6.2 \ RECIRCULATION PIPE / LOW BAFFLE _J /2' AIR INTAKE O / �P�� *PLOTS REFER TO SUBDIVISION-"SURVEY OF THE CEDARS"FILED IN THE FLOW OPENING (TYP,Y (CLEANING OPENING) B PLAN VIEW +13.02 O O OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JULY 11,1906 AS FILE NO.421. ISINFECTION 4' MANHOLE `,/ / / /6 44 5+ �' APPROXIMATE �h * VERTICAL DATUM =NAVD(1988) 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) X5 \ +9.04 \ SANITARY \ LOW OPENING \\ �6 \ \ \ SYSTEM OAP//• \ CERTAIN AREAS \ � s.ss \ �-^-� �j9J . V-2' ❑ARD TYPE \\ +6.61 / 1 'F'j�, ( ) 'ORS * BUILDABLE AREA LANDWARD OF CEHA LINE =13,246 SQ.FT. - - ,tr - CONTACT MEDIA / / \\\ / � Frti \ ' 1 �`✓ S,9tir�5 \ * STRUCTURES LANDWARD OF CEHA LINE =2,338 SQ.FT. I Gro �p S c�4 y y © / \ fi.92 \ \ 6.61+ / s8+\ �FLF� lam, F \S `�y \ * PERCENT OF LOT COVERAGE LANDWARD OF CEHA LINE =17.7% / \ 6.29+ 5.32+ / sr ° \ /`/ C 6.27 + \ COASTAL{EROSIONlg I A°ti� 5'-5' © ® 5' 5' ECIRCULATIGN / \\ H ZARD LINE/AS SCALED •A' \ ya BLOWER ASSEMBLY 1 FOM RECORDED SURVEY VENT © / \ \ �D �z�. HEALTH DEPARTMENT USE 4'-4 \ +8.99 OUR 4'-3�' 4'-2�' f ^ CQ OL N \\\ \\ 5.5+ I I --20' G \ �ih PA EL NO / \ © EROBIC MEDIA \\\ 6.77 / \\ FESILT NCE I 10.78 I -��t� O �`Z }�7 4 15.96 O ° / Q. ERATION ASSEMBLY �� 99 0 \ 1 .95 16.81 SECTION A-A VIEW E _ \\ I 5.34 \\\ c /��►• SECTION B B VIEW \\ �/ \, +8. 5 \\\ +7.53 �" '�\\\ /G� / 0, 'y 19.13 497 19.3 IQ CONTROL PANEL MOUNTED NOTE: ALL CONDUITS / /rO / (\"r/ \\ 1 O N 4" 4" PRESSURE BETWEEN PANEL AND // Q.92 /� / O d` W TREATED WOOD POSTS TREATMENT TANK MUST BE BLOWER SPECIFICATIONS / / /�� / 69 �• \ ST / ^�v I � AV \ \ ALARM/CONTROL SEALED TO PREVENT GAS MODEL MAC 80R / ti tii@ 2.0' O/ 1 Q� A� �pQ \ PANEL MDL#1041472 MAC "R" AIR BLOWER LEAKAGE INTO PANEL. / / C�/ "� �/V CONTROLLER "A" MDL#MA06OR AIR FLOW 2.8 CFM �� , '� •, + Q�� I N% MFG BY 5JE RHOMBUS FOR WIFI COMMUNICATION NORMAL PRESSURE 2.2 PSI \ / �6/ r..\ INSULATED WEATHER \ • > +1 O DEVICE; POWER 120V/1.OA/60Hz ENCLOSURE BLOWER USE ALARM/CONTROL OUTLET CONNECTION 3/41NCH / � ROPp,OvS 21+8 /� 6 PANEL MDL#1045040 WEIGHT II LBS ��E`t1Py 21.63 \\ \ CONTROLLER G MFG BY POWER CONSUMPTION 55w n \ �- 22� _ - p // _ _ I5' \ e/z- \ r z SJE RHOMBUS POWER CABLE 6 FEET / \\ \ / \ t \ i , / / Gf/�\\ 9� III / \ Q \ installation/Operation&Maintenance Notes: \\ // \\ / �24 'op �y / - Install blower on concrete base. Ensure adequate ventilation \ / \ \ ��" CD AIR LINE TO and protect against sunlight. �( .O \ co FUJIGLEAN OWTS - Maintenance requires a trained technician. \\ / \ \ 23.99 \`SCC`,p 2; �/ \ / Ci 11 \ +27.44 // 4 IF G \ � \ WELL � - For maximum efficiency,inspect and clean internal air filter \ / \ jC, 'p 2.47 �" 1 yT \ O/ �^ FIN. GRADE once every 3 months u \ \ \ F� F R l, l��,o OF\ \ {,, ELECTRIC SUPPLY - Replace diaphragm/valve assembly once every 12 months \ O F �} S 22 07 \ C,o �l, `3 TO BLOWER (Note: A damaged diaphragm will trigger the Automatic-Stop \ \ PROPOSED LOC. OF �qs ,p \ 44: ,9 \ '9, \ \ WELL s ELEGTRPIGP�Y TO FUJIGLEAN function). \\ \\ 2 STORY HOUSE& POUF + 1/y ��pO v ��SC �O_ O OWT5 SPLICE BOX \ \ GARAGE 2457 1 '9Ifi Gysc�� '9'°F� i CONTROL PANEL � SLOYeR �\ \\ SINGLE FAMILY t RSF �<< l 0, SCALE: NT5 \ \ RESIDENCE 'P!� / \\ \ (4 BEDROOMS) c'� + ° �I 2 .so ��,� TEST HOLE 1 TEST HOLE 2 FFEL=23.0 I "Al \ \ +23.37 BY McDONALD GEOSGIENGE BY McDONALD GE050IENGE GFEL=22.0 EXISTING WELL DATE: IO/15/84 5;40pm DATE: Oa/04/Ib \\ ® OSPREY NEST METER SO ON POLE O, INCOMING SERVICE EL=6.5 0.0' EL=15.8 0.0' \ \ LAR PgNELS W - -W5- DARK 5ROHN DARKOBAROHN \\ \\ O DEDICATED LOAM (ou \ \ l _ _ _ ENGINEER'S CERTIFICATION 15 AMP BREAKER 0.5 1.01 \ \ - / „ ,�,, ; BROM SILTY SADNSY 5°� \ \ l / / I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 120V AC, 10, 60HZ, 15 AMP POWER SUPPLY LOAM (ML) \ \ _ / / SYSTEM(S) FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER J11IY� #12-2 AWG WITH GND IN I" PUG CONDUIT \ 1 - / / DIRECTION.BASED UPON A CAREFUL AND THOROUG /S Ul OF- SOIL" MAIN Is Io.o \ / SITE AND GROUNDWATER CONDITIONS,ALL LOTSS�PROPOSED`;`CO�IFOIRn+1 SERVICE BROHrI TO THE SUFFOLK COUNTY DEPARTMENT OF HEAL '`SEkVIC S CONS I RI�"ON PANEL ��SAND CLAYEY SAND 1 � / ELF-C. CONDUIT �A h STANDARDS IN EFFECT AS OF THIS DATE. OWTS WIRING PER MFG. 2.5' GH EL=4.4 11.4 HARDWIRE SROHN HATER IN ti SANDY CLAY BROHN 1 0� Q�' QP 1 //� (�' vv `a9<���K/✓t� +r o;9.�. @4 I,,f CLAYEY _ Q O (C ' .. �,'� GH EL=0.1 S•4' SANDYSAND(GLAY I 1 7 OG HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n � � / � I THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 r `�L.r.,.. -'• HATER IN / DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN SROHN 41.0' I - CONTROL AIR BLOWER AERATOR SANDY CLAY 1 / C, ,po O PANEL 56.0' eHA�FINE 1> '°o SURVEYOR'S CERTIFICATION N HATER IN TO MEDIUM ELEGTRI G,�L ONE-LINE D 1,4GRAM BR° SAND / I *WE HEREBY CERTIFY TO M 1 N 1 CEDARS, L L C THAT THIS col RA se (SP) _ - SURVEY WAS PREPARED IN ACCORDANCE WITH THE CO�E) QF--RA OR s SAND / / CD LAND SURVEYS ADOPTED BY THE NEW PORK STATE s'OCLAOF}m4e.o' SI.o11 / PROFESSIONAL LAND SURVEYORS. �� Q �/ �0 / I ST EXISTING i I SANITARY 2 STORY SYSTEM O �.�';. "5 8 FRAME HOUSE SWEET AIR VENT GAP MFG BY TUF-TITE I I \ - - - HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 �' LAND (4 BEDROOMS) l FFEL=25.0 (5' MIN FROM ANY DOOR OR WINDOW) I \ LP 10• 6' 8' �� \\ \ 4" PVC a 4" PVC @ 4" PVC ® SITE PLAN SURVEY FOR SCALE; 1 - 30 MINI CEDARS LLC 2.0090 MIN. 1.009b MIN. I.00% MIN. „ - , �- RISERS d GONERS o0 Z WITH SAFETY LIDS a r- MFG BY TUF-TITE OR HEAVY DUTY at Orient, Town of Southold EL=15.5 AIR LINE TO BLOWER APPROVED EQUAL LOCKING CAST N IRON COVER Suffolk County, New York 1 RIM=17.5 RIM=17.5 PRECAST _ TOP SLAB BVILDIN6 PERMIT SURVEY OR DOME AIRLINE __ EL=16.0 PROVIDE GLEAN OUT AT -- Z ",�FACE OF BUILDING ; GONG. COVER SANITARY DESIGN DATA NOTES County Tax Ma District 1000 Section� p 7 Block 1 Lot 2.2 IE=14.2 I. THE OWTS SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN FIELD SURVEY COMPLETED AUG.30,2019 0 0. _ _ * DATUM = NAVD 1988 CONNECT 5" PVG VENT LINE 5" VENT IE=15.8 TO VENT HOLE IN OWST HOLE IE=15.7 IE=13.6 IE=15.5 * DEPTH TO GROUNDWATER = 6 FT USA. MAP PREPARED JUN. 25,2020 IE=14.0 4.0' * HIGHEST EXPECTED GROUND WATER ELEVATION = 5.0 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND Record of Revisions 5GDH5 REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF REVISION SEE DETAIL FOR LG1 d" * NUMBER OF BEDROOMS (DESIGN EQUIVALENT) = 4 THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE --/� DATE OWTS COMPONENTS 4' DIA. CONCRETE MANHOLE * MINIMUM REQUIRED I/A OWT5 CAPACITY = 440 GAL PRIOR TO BAGKFILL. BLDG.PERMIT DATA JULY 20.2020 PROVIDE END GAP LEVELING * v (!1 SCDHS NOIA#1 AUG.14 2020 BOT=q.5 PROVIDED I/A OWTS CAPACITY = 600 GAL v o REM PARCEL LABEL SEP.02 2020 DEVICE MDL#SL-4 MFG BY TUF-TITE 5. THE 5Y5TEM START UP WILL BE COMPLETED UNDER THE DIRECT < OR APPROVED EQUAL FOR ALL * LEACHING SYSTEM REQUIRED = 300 SFSWA � �- GENERAL OCT.01 2020 SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. :3 �I c� BLDG.PERMIT DATA NOV.12 2020 600 GAL. I/A OWTS DISTRIBUTION BOX OULET PIPES 8 5 * LEACHING GALLEYS PROVIDED = 315 SFSWA T, O.I W MDL. GEN-5 MFG. BY FUJIGLEAN USA i+o Z 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT 01 --1 ry SANITARY LEACHING O O o a GALLEY BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER v MUST BE SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF �' HIGHEST EXPECTED GW EL=5.0 HEALTH SERVICES (SCDHS) PRIOR TO APPROVAL OF THE I/A OATS °° TOTAL OF (5) LEACHING GALLEYS REGISTRATION BY THE 5GDH5 IN ACCORDANCE WITH ARTICLE Iq OF THE SUFFOLK COUNTY SANITARY CODE. 5Ia SFSWA CL HYDRAULIC PROFILE 5. ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(5). SCQIe: AS SHOWN NTS JOB NO.2019-0123 DWG. 2016_0179_bp 2 OF 2 BOARD MEMBERS r� �',� �� ,Southold Town Hall Leslie Kanes Weisman Chairperson 53095 Main Road•P.O.Box 1179 I Southold,NY 11971-0959 Patricia Acam +era Office Location: Eric L antes Town Aim+ex/First Floor, I I fi :Robert L�ehnert Jr. �I 4375 tin load at Youngs Avenue 7 o �ur Nicholas Planaento Southold,I" 971 m. http://southoldtowtiny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. 631)765-1809•Fax(631) 765-9064 MEMORANDUM 7r 0 V�ti II f Mmmm�l y Ilomomoulomp I�ou�ml�luN�I `ouul�iloumm II oPo I !i ,i �tiSlyououoll���4�� I��IyI I Imm 6rvv U ��I�IIHpIII1011011Mm � III ,u N r � Inl�t �„�III„ GyM1I �I 'p "I RI4ral , d�F alllmi�^��alo�wlru mdl Nlr�lo ai umlly mu m»ulovlolololpm�uue� �� CwY�IOn� ��. To. feather Lana Planning T A11 Director °°I11 1 ,III I 11 � From. Kim Fuentes, Z A Date: November 17, 2020 RED Amended Survey of Mini Cedars, LL , ZBA#7423 905 Stephenson.Road, Orient CTM No. 1000-1 7-1-2.2 Please see enclosed revised survey, prepared by Howard Young, L. ., last revised November 12, 2020 showing an amended front yard setback of 40.2 feet and lot coverage of 1 T.7% upon aforementioned parcel The public hearing (adjourned from October) has been rescheduled for:December 3, 2020. Fncls: Survey prepared by Howard W. Young, LLC, last revised November 12, 2020. Correspondence from Mike Kim.ack received Nov. 17, 2020. Not dated. ccM Members of the .Z1A. Town. Attorney f I EJ'VE,1111111 N 9 ; y OV Z 11?0 2 a MINI CEDARS LL.C, 905 Stephenson Road, Orient Plarining Board SCTM: 1000-17-2-2.2 m� REVISED SITEPLAN FOR PLANNING and ZONING BOARD APPL. # 74" The attached Survey for Mini Cedars, LLC site plan has been revised Nov. 12, 2020 to remove two (2) variance requests pursuant to Article XX111, Section 80-124. The revised site plan is in conformance with the minimum front yard setback of 40 feet ( 40.2 Ft.) and the maximum lot coverage of 20% (17.7%)s The revised site plan has been submitted to the Building Dept. for an amended Notice of Disapproval. MINI CEDARS LLC, 905 Stephenson Road, Orient SCTM. 1000-17-2-2.2 REVISED SITEPLAN FOR PLANNING and ZONING BOARD APPL. # 7428 The attached Survey for Mini Cedars, LLC site plan has been revised Nov. 12, 2020 to remove two (2)variance requests pursuant to Article xx111, Section 280-124.The revised site plan is in conformance with the minimum front yard setback of 40 feet ( 40.2 Ft.) and the maximum lot coverage of 20% (17,7%)§ The revised site plan has been submitted to the Building Dept. for an amended Notice of Disapproval. ea a' ° �o