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HomeMy WebLinkAboutDonadic 1 S%3FF ELIZABETH A.NEVILLE,MMC 5 �y Town Hall, 53095 Main Road TOWN CLERK ® P.O.Box 1179 0 Z Southold,New York 11971 REGISTRAR OF VITAL STATISTICS 5 .F Fax(631)765-6145 MARRIAGE OFFICER 'f'� ®�° Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER ®.� "1►►a 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: January 28, 2021 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4939 for a Cesspool/Septic Tank Construction Permit submitted by: Tom Samuels RA for Steve Donadic 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: Signature Dated �oSUFFot�c ELIZABETH A.NEVILLE h`Z`o ' �G.y Town Hall, 53095 Main Road TOWN CLERK ® P.O. Box 1179 H 2 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS .s• MARRIAGE OFFICER Gy �`F Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER �f Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER O•� �a southoldtown.northfork.net 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. Permit No. Applicant Name rgA mwj5IL.A • Applicant Mailing Address ?7367 lfft iw Septic Tank or Cesspool Brief Description of Proposed Construction or Alteration Alry Location of Proposed Construction/Alteration: Owner of Property: � ��jj--nn Owner Mailing Address: IS90 Ad(IW1 CW &d• Owner Property Address: 10471 / Name and phone number of contact person X64" ch���s 73 V CO O C Tax Map No: Section r6 Block Lot 37 Cross Street <. NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL 4raf�,ure of Applicant Date Received by'. , i • 8" 5 6RAAX ::'' LOCKING NYSDEC 'ADJACENT AREA DEC14 2020 4/12/19 SLOPE RESIDENCE LEAN OUT HEAVY DUTY AND LOC 10/1/19 GRADE EL.9.5 CAST IRON COVER TO GRADE 4" SANITARY GRADE EL. 9.2 GRADEL. 9. LOT COVERAGE TABLE SCTM # 1000-56-5-37 12/19/19 3" WASTE PIPE 4 WASTE LINE SUFF.CO.HEALTH SER ICES GRAVEL DRAIN PITCH 1 4 INCH INCH PER Fool SITE AREA TOTAL: 20,21'7 sf PROPERTY' 1071 Ba Home Rd 1/7/2020 CLEAR LEACHING LEACHING LEACFING LEACHING Y OFFICE OF PER FOOT NV EL. 8.69Flnw GRADE EL. 7.5 MGT. TIrr INV EL. 7.94 GALLEY GALLEY �c GALLEY ADDRESS Southold NY 11971 WASTEWATE 5/8/2020 FROM BUILDING INV EL. 8.4LEE INV EL. 7.77 51TE AREA UPLAND FROM REINFORCED GONG _ ? ;:- »:° TIDAL WETLAND BOUNDARY= 18,774 sf OWNER: Steve Donadic Marica Donadic 6/8/2020 RETAINING WALL dJ _ . 9/2/2020 '•�..�• _� '.,• .,. .;;, ;� 180 Ba view Rd Y - � .1:.' _ 12/18/2020 W/ 2 #4 ® 12 HORIZ. AND <1 AREA CALCULATIONS FOR SITE AREA I F P M nh a asset, NY 1 c t 1 030 ------------ rW__�µ.Y�_ -+H - _--_------ --N_GRE��_YS_-Vzt�- 2 #4 ® 12" VERT. - -- %:co -�^' - -'' GROUNDWATE STRUCTURES PROPOSED t. P O PERCENTAGE HOUSE:5E q8 s 2 f 3 843' ELEVATI N I o SITE: TION E . I E: L 3.6 2 0217s 4 f 0.46 1 acres IQU APPLIED ,5 c L IDA PLI PROVIDE SOIL A N PORGHE S• 138 sf 0.15% i CHORS T 6 LAYER 0 CLE AN O INC 1 WATERPR OF 0 DECKS: i SEPTIC TANK FOR N 544 sf 2 ANCHORING �� .g09c BENEATH ACHIIQG POOLS B LE o Ls ZONING: R-40 INTO SUBGRADE : ; 564 sf 4% A 5: GRADE TOTAL: 3,644 sf Iq.4I91; SURVEYOR: PECONIC SURVEYORS PC ALL LEACHING P LS SH ILL BE PLACED IN ' ACCEPTABLE CHING SOILS AS APPROVED A TEST HOLE EXCAVATION "SITE AREA U ND FROM TIDAL WETLANDS 1230 TRAVELER STREET >` 12'� WICK SOUTHOLD NY 11971 BY TH SCDHS. EXCAVATION IS TO BE INSPECTION TO BE BOUNDARY ��EG ADJACENT O Bay HOLE (N AREA AND TOWN LICENSE #49618 CO TINUED A MINIMUM OF 6'-0" INTO PERFORMED BY THE SCDHS �� SUITABLE MATERIAL AND BACKFILLED AS FOR EACH WICK HOLE. OF SOUTHOLD BUIL LE LAND) DATED 01-5-15 DETA D. CUTTING RINGS MAY BE REQUIRED. WICK ETOL -' 00 FILL .Home .CLEAN SAND.VID ' AND.:-GRAVEL`•: ACCEPTABLE �' z APPROXIMATE LOCATION OF REINFORCED •� Rd LEACHING SOILS ACCEPTABLE LEACHING SOILS �1� ' 4- GONG 2-2 12 (50' BELOW EXISTING GRADE) J� FOOTING W/ P A��Q4� #4 ® 12" SANITARY SEPTIC SYSTEM PROFILE LEACHING GALLEYS O.G. AND - NOT TO SCALE 0 ,<� • ...• .;.° • 5#4 CONT. 4 .`.. •A-•" - ��(/�� gQ°tea �-h�'�Ja�'.+r�:`�:`yye` C1 '�.2.>::�r,;h`•;:'rod. ��0 BOJ m� OJaa •,�,�.� RETAINI�NG�WALLDETAIL 0 I NEIGHBORING RESIDENCENEIGHBORING �aticQ� R: � Ba Beach LLC NEIGHBORING RESIDENCE NEIL SBOReNGDoRaEdSIDENCE Y Steve Donadic, 1055 Bay Home Rd Marica Donadic Marica Donadic PROPOSED 1000-56.-•:5-35 200 Willow Pt Rd 300 Willow Pt Rd 0 LEACHING UBLIC WATER 1000-56.-5-32 1000-56.-5-3 GALLEYS PUBLIC WATER PUBLIC WAT °6 aif GRADE EL.9.2 ROAD 30' RIGHT OF WAY a+,a i° GRADE EL. 6.3 ���� �� �\ N 0 F POSED NEW UNDERGROUND °o •a /\ / / PRIVATE ELECTRIC LINE Willow Pt Association Inc a � � � SITE y 535 Bay Home Rd / ROAD POSED WATER METER P05ED NEW WATER L 1000-56.-5-42.1 EL 6.6 EL 6.2 PROOF CONCRETE ° a; RETAINING WALL FOR HIGHEST EXPECTED %�\��\� � `.;'::..:,;: ' r _ :'• ;;:`: i✓\ PUBLIC WATER IN STREET m GROUNDWATER .`�'"'' \ TEST HOL ROP05ED NEW UNDERGROUND ELEVATION EL. 3.6 EL + 5.4 PUBLIC WATER NE SANITARY SYSTEM in � ( i. / r, \�;�\i/\`, \ ''S >,`%\ 146.54' 7- „ _ • / / • ' ­ �.q7- O N44 53 40 E +b.s - i 08.27 \\�\ �, Ott -PROPOSED NEW CONVENTIONAL SEPTIC SYSTEM FOR A /�/i\/ �i/i\ 6' LAYER OF 15.1 i�\iii � i�,i r%i%i`%i\`%�� C AN-SAND PROPOSED NEW +`LO" FLOOD T +6.1 3 BEDROOM RESIDENCE TEST 0 <,,� HOLE /i/ \X- �/ �A/��/i�/i �/i\r/iii,,/i,�i�;i ii; BENEATH PROOF GONGRET@ v _ �O 2� ZONE X O - 1250 GAL SEPTIC TANK (ST) ANCHORED INTO SUBGRADE _ ��\��� �iC�\//\� �/i :: =',::': ''°`' /ij�i� ✓i`�/i`�i/i` LEACHING sj TW - CLEANOUT v RETAINING WALL FOR TEST HOLE DATA 10 /31 / 18 ELEV. + 5.4 �+ � \/\ :' : \ �i\\ \moi\\i GALLEYS SANITARY SYSTE I q 0 :},.G Com. : .C-, . I -`l�� - (6) 8.5 FT x 4.15 FT x 2.0 FT LEACHING GALLEY (LG) © ---FLOOD (3) 8.5 FT x 4.15 F F FUTURE EXPANSION (EXPG 1.0 FT. DARK BROWN LOAM OL i\'i!/ice/r\�i�i�i �i�\ i�%ice ' PROPOSED NEW ICK ZONE LINE I `i\moi /\'�'\'�\' ' - ZONE AE _ •' � �i••''••��:•�••:� LEACHING GALLEY V HO SEE Q�TAI1 ELEV 6 //./r\//\�/•�//\'//\'/��/r�/��% ::' •:::.,:• =:�., '-.: : �'/�:�,,\'������, � � - .'. •.� � 1.8 FT. BROWN CLAY CH \\\\\�\\\\\\\\\\\\\ /•�,�\\i\`i\\i /\ 2 WICK _ PAglGlfidc� + f r �..: LAYER OF GLEAN SAND BENEATH LEACHING POOLS �/\�ri,��//\�// /\� HOLE 0 AREA �. +Zi:6L ... ., , •. oo WATER I N /\\'/ /\\ rn 48 FT. BROWN CLAY CH & CL /\r/\i/\ir\i/\rr\�/\r/�i/i/;.. .:`, ..::.. . . ,.:.:.•. ,.'. /j/,.,j//�/j/, j PE�VIOUS GRAVEL DRI _ XP ?�I•'"- \�;\i;\\ivy\;�\;�\�;\i;\\�� j\\y;\y; O O 5T ml LEAN OUT WATER iN BROWN FINE` i\moi\\ii\\moi\moi\\ii\\��\ii'\�i\yj, .`: �'\\i;\�;\%\�i,>j.. NEIGHBORING �`'4 r `� j�,; OPO5ED NE o' q.0+ XISTING NEIL RING 54 FT. TO MEDIUM SAND SP T`i�\`/\`i/\`i/\\i /\`ii\�/�\`i,� ,;:'= \�/\\�;�y/��/,\\,j�/�/r� p� 6.1 ( 5 NITARY SYSTE /�,/�\i\r\\/�\r\\/�ti�\� Ut�E� 15 FT I6i - 6. 5 �` 1.8 FT BELOW SURFACE -WATER `LA ' LEACHING GALLEYS FOR `� o TW `� ENCOUNTERED ELEV +3.6 �i��i\\ii\(i\\moi\\ii\\moi\��\\���% ..:.• i i _ _ .-. - - - 9.0 POSED NEW ONGRETE ' G PfiZOPOSE:D 2 FLOORS s? RETAINING WALL �\\ice\//\\i,\\i�\iii i\\i/\\ice\\i,\ . •_. : i,���,��\\;���� ST I�YVA'fi ER RUNOFF FROM + 0.O \\r\\ �/� �i��i��i� BUILDING STRUCTURE AND - \\,j\,/\\,/\\,/\\�� /`�j\`��\�� DRIVEWAY TYPICAL I I RS I DENG B! BEDROOMS r\\r\\r\\r\�i\\i\\r\r�\r\\r :> \r�!\\r\\�;\\, / NO BASEMENT +8.4 '•'J DRAINAGE /� /,\/,\/,\�,\/\/\ >/,\/,:,,�r,\,,., ,,\ FLR ELEV +10.O CALL U Lf"iT O S 'Z• I \�\�i\��i� \�'� PROPOSED NE I I +6. _ OTAL GR05S FLOOR UP NEIGHBORING RESIDENCE �%\���\< ;% UNDERGROUND 1.5 FT HIGH `t AREA 5,523 Stephen R Greenbaum, I AREA OF RESIDENCE E Q' ��\;r LEACHING GALLEYS WITH I +5.4 Mary Greenbaum DRY WELL AREA x RAINFALL x RUNOFF FACTOR \ //\\%;\/\\�\\/, ;j,\ ('` ` CAST IRON DRAINAGE INLET 1073 Bay Home Rd (D1^U 1,508 5F x (2/12 FT) x 1.0 252 GU. FT. o >�° u TYPICAL 1000-56.-5-38 , 6.5 +lo.o ' I PUBLIC WATER I AREA OF RESIDENCE WEST `u -' W Z %i`\��'`'i, i\ PROPANE TANK UNDERGROU = a z u /.i,//i /�, sir p DRY WELL AREA x RAINFALL x RUNOFF FACTOR W• e W v X�i \\ � "��i I I (Dl^U 1,508 SF x (2/12 FT.) ` x 1.0 252 GU. FT. I .. a N i \ ���\��\��\��\��\��\�� ��\�< �\\��.+r? �� PROPOSED NE t,l i `' W• N z r I 6.5+ I AREA OF DRIVEWAY s j .::.', ; .. ...' •. �i, / � /j UNDERGROUND D15TR) ION ��.."/ o J 5 r \ // , CHAMBER TYPICAL p p rn XISTING VEGETATION "BAMBOO" TO BE DRY WELL AREA x RAINFALL x RUNOFF FACTOR \y\y\y\y\y y\ I (DYV l Q57 5F x (2/12 FT) x O.7 = 226 GU. FT. REMOVED, REMOVE ALrL ROOTS AMID U3 to KNO I5TIN 4.1 LJ '� SOIL, REPLACE WITH GLEAN-SAND•-' TOTAL GU. FT. RESIDENCE 4 DRIVEWAY = 'I30 GU. FT. i\,iiii //� �!iii j N IGHBORING RESIDENCE GHEIORING T`z�► y ' USE: (Is) 8 x 1.5 HIGI� LE.4GHING &ALLEY regory John P Trust WALL 7- -� G n o +5.0 ROPOSED NEW 12 " DIA COIR LOGS (13) 8' X 1.5' LEACHING GALLEY = 78y GU. FT. I 9 rY T� 5 FEET WIDE ANCHORED WiTH PROVIDED REC�UIRED 7 '18'1 GU FT > "130 GU FT 355 Bay Home Rd r 5. WOODEN STAKES AND GALVANIZED --•_� 1000-56.-5-36 ' N.{-.� Z CZ GABLE LANDSCAPE EARTH ANCHORS 1 • u+ O , • '�'17�1 TER (r-lDlt�+ ••� [n tr r...t^^�°+ :r. �OF NEW APPROXIMATE LOCATION :OF 5T1=PPING 5 m m �I d!I'': r~tlo R.TIRCA3.�CA Rz-QUIRED. .�P o v g PS C.Sq 'ii- ?Y7 P C•� e. t. iwt t. -i r F.C.om ACCEPTABLE -LEACHING SOILS/ 'J ON GRADE R1 N �'a sr�T Ri T r .[ . R•� , •-,•,;f�:-� MG i ' : 1 (50' $FLOW EXIS PING '.GRAbE) ♦ FLOOD 5�„`' r•, mm�t e ~: C1 GRADING A5 SHOWN t _�r*�a n,• < II ZONE AE ,.../'� Ory it°d'vk:'t a„F,t�tc ,� .I:�, 1"s�'. iL,1"6Ci� 4.'7+M L FLOOD ZONE L) � �,.. � (.., X��,•,'l�i(! __ir /�Q ,4J,urw I�f ll WICK HOLE FILLED WITHFit,,;'­ �•� ,r,;: ({?���m..6r,i�;•• CLEAN SAND AND GRAVEL MOP05ED NEW 12 " DI I I r'O t•.,r''t a ad:tl.. Fr },:i J•4tb1 B� IIA/1• f 3. O 1 �` 18350 FLooD __ _.___ _ - ci COIR LOGS 5 FEET WID)= ZONE VE �FREDARG�\ WICK HOLE PR0FILE ANCHORED WITH WOODEN I I ELEV a STAKES AND GALVANIZED LOOD ZONE LINE / NOT TO SCALE GABLE LANP50AM EARTH PROJECT NO: ANCHORS EL 5.1 1805 4.1 �1i:"FCC' Cd? Re DRAWN BY: +4.'T PLANTINGS IN VEGETATED NON DISTURBANCE BUFFS LANTS PLANTED BETWEEN COIR LOGS � r t'+ t.., ° UT * Distichlis spleata - 5altgrass Distichlis spicata - 5altgrass �- ` C' ` ' I� 'I �'���rt`i' '`� -� XISTING NEIGHBORING SEA WALL r a.T. 'r+.=. � CHECKED Y' g g Panlcum amarum - Bitter panicgrosel EL 4.7 - c lil DCp I"Orn,3 i� Rosa ry osa - Ru Osa Rose VEGETATED NON DISTURBANCE BUFFER * Voccinfum angustlfolium - Low bush blueberry 5chlzochyrium scoporium - Little bluestem TS * Prunus maritlma - Beach plum 18 FT WIDE * Spartina patens - Saltmeadow grass ANDWARD EDGE OF TIDAL DATE: WETLANDS AS DETERMINED r�• - 2/28/19 COIR LOGS BEACH BY SUFFOLK ENVIRONMENTAL L�G�rvc �;v,V "ci use SCALE: I NEW TOPSOIL 6" DEE 5 FT WIDE CONSULTING, INC. r ' EXISTING 50(L TO BE EXCAVATE POSED NEW 12 " DIA COIR Abandonment o ' gin sanity s ter_ n�u,t b, in ur r LOGS 5 FEET WIDE ANCHORED S39'30'53"W f ^ �,¢ • ' ry`•yc c a �v < f�� �lG'�-iu�✓ D '! �Gvt, G�J 'I" = 20' 0" DOWN TO 56" BELOW NATURAL WITH WOODEN STAKES AND 108.89' AN HIGH WATER MARK c®n`otna:tdtyv.k.i�c1•e`� r ,ngae r.Lr SHEET TITLE: GRADE, REMOVE ALL EXISTING GALVANIZED GABLE TIE LINE XISTING complat�d s p'c©f. SITE + VEGETATION "BAMB00", ROOTS AND LANDSCAPE EARTH ANCHORS ROCK JETTY SOIL, REPLACE WITH GLEAN SAND _.. 67 I T E PLAN SUFFOLK 0 G T SERVICES NEw FINISHED csRA17E 6.0 FT _ \11,-EXISTINGOP05ED NEW 12 " DIA COIR 1-065 EXISTIN& NATURAL &RADE 4.'7 FT. UF" C C LINTY L1"PARTt,tENT OF HEALTH SCR fCE ROCK JETTY 04 5 FEET WIDE ANCHORED WITH PERMIT FOR APPROVAL Or CONSTRUCTION Fo14 A ' �w�r "� °j L n �,N.� }. WOODEN STAKES AND GALVANIZED ANGLE FAM LY 1'sC�aIDEivCE ONLY 3(I EXISTING NATURAL GRADE 8.0 FT. J, • ANCHORS. . _ - GABLE LANDSCAPE EARTH AN N 15 2 : :6ROUND'WATER 3.b FT. SOUTHOLD Ba o2� &ROUND WATER 5.6 FT. = DATE i Prr•. No. i _. ... -�----� . •... . AFFRO Z HEFT NO EXCAVATED GRADE J. " - "E)1ZAVAT1tD GRADE ELEVATION 2.0 FT. \ ,,,Y..D S ' Foy Mt-m.,,. OF I�ED9�OOnR ri \/r�\ \ EXPIRES THREE YEARS FROM DATE OF APPROVAL X15TING 501L TO BE EXCAVATED 3 COIR LOG & NON DiSTURBAIVCE BUFFER DETAIL DOWN TO 36" BELOW NATURAL �f.<� . .S. GRADE, REMOVE ALL EXISTING SCALE: 1 = 20'-011i (N T ) VEGETATION "BAMBOO", ROOTS AND TRUSTEES SUBMISSION SOIL, REPLACE WITH GLEAN SAND NYSDEC SUBMISSION SCDHS SUBMISSION