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HomeMy WebLinkAboutPrisco M ELIZABETH A.NEVILLE,MMC �O Cliy Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS 6 • Fax(631)765-6145 MARRIAGE OFFICER ,f. ��. Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER �o,� ,� �`1 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER T OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD D NUE OVE TO: Southold Town Building Department APR - 6 2018 DD FROM: Sabrina Born, Southold Town Clerk's Office BUILDING DEPT. DATED: April 6, 2018 tOWN OF SOUTHOLD RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4597 for a Cesspool/Septic Tank Construction Permit submitted by: North Fork One LLC (Geoffrey Prisco). 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 V DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Signature dep W/ 30 Dated ELIZABETH A.NEVILLE �`�.` � ` Town Hall, 53095 Main Road TOWN CLERK- _ _ :'��. ' P.O.Box 1179 _Southold;New York 11971 REGISTRAR OF VITAL STATISTICS Rt MARRIAGE OFFICER ®_ ® "` Fax(631) 765-6145 - - ��- Telephone (631) 765-1800 -- - - - RECORDS MANAGEMENT OFFICER FREEDOM OF,INFORMATION OFFICER __ soutlioldtown'northfork.net -6 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD - - ---------- —- ------- ------ - ---- -- -- -- SOUTHOLD WASTEWA-T-ER DISTRIC-T---=------- - - -.-_ - APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10_,1 or Non-Residential @$25 Application No.�7 Permit No. Applicant Name ' Applicant Mailing'Address - - � gy, t l 23 Septic Tank_7( 'or Cesspool Brief Description of Proposed Construction or Alteration _/ Location of Proposed Construction/Alteration: Owner of Property:__ t�®RSI 4699_ oxlE L+C_ PF4'$F--0 Owner Mailing Address: '4! ' Owner Property Address: 2-0kc) - W 1AJ 4�"Ri�s 1196+ Name and phone number of contact person ftsca _.__ �'tS o°�.•9/i6l_ Tax Map No: f ` Section � Block of Lot- ��•� - Cross Street- 1►4.As{iJ (�lpf'+c4•�. - NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW- -CONSTRUCTION REQUIRES SURVEY WEAL ENT APPROVAL, 3.ZG,lQ' Signature of A plicant Date Received by: . TREE 1A R7 1/ � `474 lY et ~ F 'a ry 6' TREE— (a ✓ /,b / X 1,3.0,,� C7K° ��"` 1RLI W / so' 8 TREE m 14 'kO` TREE Y7y � . TREE 1 I�TLT_ 10 TREK: Q . a* I .�A_� s �+..�WUC J 1fEf y 14" FRE[`Ii Q ) d a EpM k C` " q cy Q � �� / � DJ d ' � r� �. x0� �°° 6" FREE O ia ,. 1;t'" TF�E C TEPEE- n / SHOWs� � - 3 C64 Z 13 LL Al � i �� „ 1� 'IE, 6 TREE : u 'Ve �6" TREE c6 _. "TWIN T LE ; ?�\� p ✓ U F FO LII CO U N TY 0 E PART®,iEN T 0 F Ht Au,L i SERVICES 22' TREE + : a-r). 111�f X O P RRMIT FOR APPROVAL OF C>ONGTa iif,ION FORA 00 019 V El yj � �' . .. To, " a APPRr FOR MAXIMUM 0 . BEDROOMS o LZ12UPIRO THREE YEARS FROM OF APPROVAL OVAL ESSPOOL L y �a EXISTING. t:E`�sPT� Rt �, WELL C USSP'OOL. O DA C Fxcaa -,011 °rEsr xoLE DarA � � � �ie„" ' (TEST HOLE DUG BY.I�tT1 ? r ? GEOSGdCf ON APRIL 2, 2002) El,, r •ti' DARK BROWN SILTY LOAM OL -• Dw BROWN CLAYEY SAND WITH 20% GRAVEL SC PREPARED IN ACCORDANCE WITH THE MINIMUM 4_44 STANDARDS T STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.LA L.S. A �AND ADOPTED FOR SUCH I,IS F Y "AR LAND TITLE A,,SO , ,i -I,N�, PALE BROWN FINE TO COARSE SAND SW T � �,w� ,° { r f a WELL , GE1124..58' TEST WELL No. x rRCUND WATER PROPOSEb SEWATER IN PTIC M DETAIL TH ° GROUNDWATER ESTOLE�OsC �d , PALE BROWN FINE TO COARSE SAND SW HOUSE TOP BURIEDy FFL 17.0 .. 4' DEEP max. FINISHED GRADE _." .."' ....`17' Lp FINISH GRADE PRECAST REINFORCED CONCRETE COVER WATERTIGHT do INSECT PROOF ELEV. 14A' BURIED 1' DEEP min. 2' DEEP max 24 T I LOCKING, CAST IRON COVER TO GRADE E _ �CLIANOU'T 2D mh° 1 D m,n. W _ APPROVE[), 4" dia. -�. TOP EL 12,7'. � �� �� �^mow�� N.Y.S. Lic. No. 5041 INV. EL APT"1Rtl:VWE.01 VI T. TOP ELEV. 1/8 �.,_ _ ............. d'. T^ CLEAN . ^ .....W. IMIV'ERT .,_....— as -.—.-" .�a"""te" "ANC -.... �r � "" """� .� ELEV.�� UNAUTHORIZED ALTERATION OR ADDITION Corwin 13.z' T+I1C91E0 1,J4'f1' E�IN92FRT �,� �"' INvk'rzT �, a. � collAR TO THIS SURVEY IS A VIOLATION OF ELEV. 0 SECTIOEDUCATION209 OF THE NEW YORK STATE 5 FLOWELEV. Q. EXPECTFI) GROUND WATER COPIES OF THIS SURVEY MAP NOT BEARING 1i6 BrITT44E' ✓ THE LAND SURVEYOR'S INKED SEAL OR F Land or ELEV. .2' s ELEV ". ..�.,_ •.-; EMBOSSED SEAL SHALL NOT BE CONSIDERED ... ..ee._._.� __....-^^.. ..^ - � TO BE A VALID TRUE COPY. .^, ,,, 1. MINIMUM SEPTIC TANK CAPACITIES FORA 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. LE.AC'I-�IINg �,a�k'i..L YS IS Y O THE SPAND ERSON HON OTS BEHALFWHOM THE SURVEY Successor To. Joseph A. Ingeg MEPC en Jr L.S. 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH. n0 L.S. 1. MINIMUM L,rAL:h�11No SYSTEM FOR 6 ro s BEDROOM HOUSE Cs 40D sq ft slDEsvAu_AREA, TITLE COMPANY, GOVERNMENTAL AGENCY AND 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. 4 LEACHING CALL.Ca' E1.�i° LONG X 4.75' WIDE X 4° DEEP LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layou 3. WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4". 2 0,'ACHING 110"' ARE TO BI:CONS RUC9ED Or PRECAST REINFORCED CONCRETE (OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf. LEACH WC STRUC LURES SOI ID DOMCS AN13/014 SLAGS, TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT 3. ALI, COVERS x,1.441 BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). n PHONE (631)727-2090 Fox (631)727-1727 ..„ .._._.,•.,., ..,. ........,,.. .... ... ..... ......... ...,,.^ ,...,, «., ",.,„,.,- ,,. _. _.�....__ _—..__. . _....._ —^...n >... ,.e..,.... ...... ,..,,.. Ulel N '1' ' �- t . ¢ �!rte TOWN OF SOUTHOL� � � SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 19-01 - 12.3 SCALE 1 "=30' CESSP/kSbq;- APRIL 26, 2017 OCTOBER 25, 2017 ADD PROPOSED HOUSE JANUARY 26, 2018 REVISE PER S.C.D.H.S. NOTICE OF 01/24/2018 GE5sP6]DL•- AREA = 44,536 sq. ft. 1 .022 ac. ` DWELLING CERTIFIED T0. d I (PRIVATE WELL OVER 150') NORTH FORK ONE LLC 5 STEWART TITLE INSURANCE COMPANY S 80, OMNI TITLE AGENCY FOUND 000NC. MON. Q.2'N. 0.2'W. 30.2 o 02 O r r FENCE.- t. I S 6 !„ '" NOTES: 8 10 20" IC4 a 1. EL EXISTOING ELEVATIONS ARE SHOWN HUS 1A88NS ARE REFERENCED TO N.A.V.D. DATUM 15'1 F " EXISTING CONTOUR LINES ARE SHOWN THUS: - — — —-XX-—— —- F.FL. - FIRST FLOOR I G.FL. - GARAGE FLOOR TC - TOP OF CURB O I 10" TREE x 15.5 BC - BOTTOM OF CURB V B" TREE 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. 12" THE1 TANK; 8' DIA., 5' EFFECTIVE DEPTH MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 400 sq ft SIDEWALL AS 2 Baa 12" TREE I..+" 4 LEACHING GALLEYS; 8.5' LONG X 4.75' WIDE X 4' DEEP y0 0 p `s PROPOSED FUTURE 50% EXPANSION GALLEY > rnJ 4 1 10 TREE 'm ®PROPOSED 8.5' LONG X 4.75' WIDE X 4' DEEP LEACHING GALLEY p 1 10" 6R'LE FOUN'1 �C7*w�" 10 TREE 12" Er' B" TREE " PhPE C1' 15-4 � �"� ,5.4 10" TREE-0 ,15_6 � PROPOSED 1,500 GALLON SEPTIC TANK t-, rr ° B" T - 1p FIEF-L ®" y - 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ! x ", OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5 b 8" TREE 1501-1 © 4. LOT NUMBERS SHOWN THUS LOT 30 REFER TO MAP OF MINOR ` x O SUBDIVISION MADE FOR PETER SLEDJESKI. 1CF"` 11'ti1E W l 22" TREE24" TREE- OC) Ea FOt)L 7" TREE � TREE, TREE 10" TREE � d p i CESSPOOL PROPOSED LOT COVERAGE 9 12"' TREE- `' r_1 DESCRIPTION AREA X LOT COVERAGI 10" TREE �l7"' TREE. V _ o �; , 0 \� HOUSE, PORCH, DECKS 2,700 sq. ft. 6.1/. Irr 74 lRF:E` , & STEPS B 1 d 8" TREE-42)J5-3 r 11E 1 POOL 648 sq. ft. 1.5% Uj 110 12" TREE TEST HO 0 1 TRI E E�w / Er ---__ TOTAL BUILDING 3,348 sq. ft. 7.6% DRIVEWAY 2,066 sq. ft. 4.6% J� h 9)R'YHELL 8" TREE r r. / 14 GREE:�N75. e ,1 TOTAL PROPOSED 5,414 sq. ft. 12.2% ®rW 3� r7 PP J„ TREE J 88 P /rr� TREE-0EES W - TR iE; I �12'• TRCO EE W PB" 7R Cy� w a 18 :4�10E• � EE QLd / � 20,— %L s rPu:a a40 L a. 10 TREE 1 / LOT y` DRAINAGESYSTEM CALCULATIONS: T ..,„ 6 IItL6, T 11F�.. I' 1 111FE" �'.,y E'. •.-..b ^'1 � � � �^��y 14"` TREE �6 IGxCaf •,. .......... JB 1646 6 µ a�f 6 " B' TREE �fn / DRIVEWAY AREA: 2,066 sq. ft. bRLL 2,066 sq. ft. X 0.17 = 352 cu. ft. " 15 w 1f -' „''qB" TR1•E 6" TRF. 352 cu. ft. 42.2 = 8.3 vertical ft. of 8 dlD. leachingool re uired F m s T1aC.E / P 9 ' aw 7" F/iFE air Gj PROVIDE (1) 8' dia. X 9' high STORM DRAIN POOL 7;/�1RF.E�) V 6&3jr 1 r 1 s 'TREfl q HOUSE ROOF AREA: 2,450 sq, ft. e C"f1EE- a � 2,450 sq. ft. X 0.17 = 417 cu. ft. 16" TREE �6/ TRE( " 1 f6wI E B..�REE i `a, ' ,,,....�-• 417 cu. ft. / 42.2 = 9.9 vertical ft. of 8' dia. leaching pool required a % �./ r. 'I'Yrl�"-•'✓'.Y \ .,. 1 Wi a DDMIMC /7% A' A:, V r.' L.i..L. CTAD\/ nDAIM Dnf)lC