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HomeMy WebLinkAboutHNF Resorts, Inc ELIZABETH A.NEVILLE,MMC r Town Hall, 53095 Main Road TOWN CLERK 'r' P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS ` 'y Fax(631)765-6145 MARRIAGE OFFICER ��Pip r � �Q�°� Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER tlli io I, )� www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER + . OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: November 6, 2020 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4912 for a Cesspool/Septic Tank Construction Permit submitted by: Sean Magnuson of HNF Resorts Inc. 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 a royal re uired from the Suffolk County Health Dep rtinepl Signature Dated ELIZABETH A. NEVILLE ��G Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER a Telephone (631) 765-1800 southoldtown.northfork.net FREEDOM OF INFORMATION OFFICER 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. Yq_l 9 Permit No. s Applicant Name Applicant Mailing Address _ � a . Brief Descrt tio.� .of Proposep p Tani:' or Cess oo B p Construction or a l Eeri.ti of A�ail�v Location of Proposed Construction/Alteration: Owner of Property: Owner Mailing Address: Owner Property Address: — _ C Name and phone number of contact person :: " " a ...... Tax Map No: Section _ Lw� Block ot .. Cross Street NOTE: LOCATION MAP MUST DE SUBMITTED WITH APPLICATION. NEW CONSTRUCTIONH a,, 1:.. r-Lof icant Date Received by: OPO SANITARY FLOW CALCULATIONS: ALLOWABLE SEWAGE FLOW TOTAL SITE: / GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. Z Nt / POPULATION DENSITY EQUIVALENT 24 AC.x 600 G.P.D./AC. =14,400 G.P.D. m s EXISTING SEWAGE FLOW: -� EX.SMH 10-A KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=7,440 GPD COUNTY PARK ` 7 9 KAMPGROUND SHOWERS: 5 GPDICAMPER X 4 CAMPERS X 186 CAMPSITES=3,720 GPD VACANT LAND --```'� �� SF RESIDENCE: = 300 GPD TOWN OF SOUTHOLD =11,460 GPD PROPOSED SEWAGE FLOW: PROJECT CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=6,120 GPD LOCATION KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=3,060 GPD / SF RESIDENCE: = 300 GPD =12,480 GPD 2.0 1 THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. K!z AS REQUIRED UNDER THE RESORT RESIDENTIAL(RR)ZONE,THE PROPERTY IS ONLY OPEN SEASONALLY AND IS CLOSED DURING THE WINTER MONTHS. VILLAGE OF GREENPORT EX.SMH 10-8 LOCATION MAP �► � N wi SINGLE FAMILY GENERAL NOTES o RESIDENCES CONNECTED TO PUBLIC WATER 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,VILLAGE OF �- GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS Z REQUIRED. SINGLE FAMILY G 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED RESIDENCE NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP CONNECTED TO PUBLIC WATER OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC 2 ,9 INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 ELEVATIONS ARE REFERENCED TO THE NVAD 88. ►��� DATUM. EMISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON 8 MURRELL,P.C.DATED �►�O� MAY 21,1976,SITE PLAN BY MARK SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND a 4j� SKETCHES PROVIDED BY THE OWNER. EX.600 L.F.4'FORCE MAIN 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL 1.1 % SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES SINGLE FAMILY VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR RESIDENCE SINGLE FAMILY SANITARY LINES OR STRUCTURES. CONNECTED TO PUBLIC WATER RESIDENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS CONNECTED TO PUBLIC WATER BEFORE COMMENCING WORK. I3 ep SCTM:1000-40-3-6.1 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH 825 QUEEN STREET TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. KAMPGROUND F DEBRIS SHALL NOT BE BURIED ON-SITE. "Nz OWNER'S RESIDENCE EX I-STORY 00( a/ �o (CONNECTED TO EX 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR d Rj �Y COMMUMITY BLDG. ' \ MAIN PUMP STATION) TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO W/CONCESSION • � WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 1,475 S.F. \SSP c�s� EX.MAIN SANITARY UMP STATION N ' NO SANITARY •/ x �� o (SEE DETAIL SHEET P-3&P 4) 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY EX. MH K-7 • STRENGTH CONCRETE. + m 11 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. z _� 11 s SEE SHEET 2 FOR 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO EX W.M. 81 EWE ��Q�, SEDIMENT TO OFF-SITE AREAS, MORE INFORMATION PONDS,DRAINAGES INLETS,ETC. THE METHODEVENT THE TRANSPORTS D MATERIALS EMPLOYED IN THE I SAF INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM SINGLE FAMILY X.SMH K 5 TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". 1 ?`�E RESIDENCE t CONNECTED TO 1 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM VACANT PUBLIC WATER1 DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD 18.8 •\ 1 14.0 PROCTOR TEST. 12. LOT AREA-24 ACRES -<_EX.WASTE 13. RESORT RESIDENTIAL(RR)ZONE VACANT LAND o �1211rO / / . LINE(TYP.) �°1. 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. EX.SMH K4 \ \ 20.0 EX.SMH K-3 /+ /+ 1 ' EX.ELECTRIC MP R 1 Psp EX W.M. ---4—i EX• _ 1 • I,A4 0- rt; z .w / WE EX.ELECTRIC / • / / �� M F SMH + / EX•g SE ;� • / 0 ' u-, v 0 W Or ti 3 �� -� SEE SHEET 2 FOR w 79 / PROPOSED WATER SMH K-1w / MAPMORE INFORMATION CD � ' o .� •a A ^ap d t cu � •� � Cn EX 4t5 061 a) EX.PUMP STATION W.M. / • / / / 01 ' f o b r • _ - -� „ / ! PROPOSED ELECTRIC a + I I SERVICE m t� � a �'� � a � o o I �`° EX.SMH K-2-1 ./ i EX I-STORY BATH ERS 1 „�— • PROPOSED FORCE E 1 (/, V f- cz EX.PUMP STATION K4-1 / t �+ w p' ) .� +8.0 i 68 -- -._.. .._.._.._.._.. 1 MAIN(TYP.) '�'fit a In K Q E �, ' ROPO EX WASTE ;. #2 l) C �► Z Y �i' I �� ► ' Ts c `�c� a� SpNAL� 1j RO I �r 1 ; to LL �i- O F N O ) a.. �7 \ LINE(TYP.) SpNP •`�• i til 1 1i ® ® !� ti C �+ 4 Ut L� 3 h Utj VACANT LAND ® ;� #� ' ti s U U '' V, 'W `� ate; 3 a Q \ —_ 19 ® •! iil i o t.: l!. ,Cr .w rt, O a p "� - d Ki " REGRADED 24'WIDE �..��, 1rn -Cpm \ . `` �`-_ i EARTH ROAD 6 �" U 0 �+ -4 t'". lh t 4iCD �y STROAD PROPOSED 1-STORY a �n �" � U p \ % �•� i I 600 SF PAVILLION •• n f- C'' #1s �- WITH DECK o HEALTH DEPARTMENT APPROVAL STAMP W t/! 1 6 Q ►a, Z EX.W.M. 74 'N.. 17 _ !� 7/22/2020 REV.BLDGS _ PROPOSED 201-STORY ' �' 504 SF CABINS 6122/2020 SCDHS COMMENTS • #1s © ' 12 ° #5 !I 618/2020 SCDHS COMMENTS 0 SCDHS COMMENTS i 5/26/202 PROPOSED 60 X 'DEEP REVISIONS © !� ROOF DRYWELL(TYP.) 1a ° EX.TENT SITE TO BE L ,�LJii! GG�I :7r ��.O E� EfY 100'SETBACK WETTLAND LINE \ fes 11 ,�' © REMOVED Q �y,,O JUL 3 �,�,•; y N80 0720. ! •f..' VILLAGE OF GREENPORT z0�0 r ;, r„jy•''� �O W 10,' 71, / VACANT LAND ®�►CE O. PEA'TH SEQV1C[� t�sY ~ SEATER VC--7 PROPOSED SEWER WA `•�`, MAIN(TYP.) REGRADED 24'WIDE ESSION�'�, FRESHWATER WETLAND LINE 10.9 EARTH ROAD S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 �`�.- VILLAGE OF GREENPORT VACANT LAND Condon Engineering, P.C. EASTERN LONG ISLAND �'• Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale: 1"=100'-0" New York State Education Law,Article 145,Section 7209,for any KAMPGROUND person unless acting under the direction of a licensed Professional \\ Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Drawn by:JJC 1755 Sigsbee Road 690 QUEEN STREET O F item bearing the seal of an Engineer,Architect,or Land Surveyor is MattitUck' New York 11952 GREENPORT NY 11944 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by followed by his/her Date: 1/2912020 (631) 298-1986 (631)298-2651 fax signature and the date of such alterations,and a specific description of wwW.condonengineering.com the alteration. OVERALL SANITARY PLAN 4 1