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HomeMy WebLinkAboutBailey, James " - - Fishers Island- miscellaneous projects JAugust 10,2018 CME Board of Trustees Town of Southold Southold Town Hall Annex Jn E 'C" EV E Architecture 53095 Route 25 Engineering" PO Box 1179 ? Planning Southold, NY 11971-0959 AUG 1 5 2018 Land Surveying Att; Diane DiSalvo so""h_j Town Environmental RE Pre-Submission fees Roar a. Services Dear Trustees, Thank you again for taking the time Wednesday to visit the various sites I expect we will be submitting applications forthe various projects shortly Enclosed are checks for the $50 00 Pre-Submission fee for each of the sites we visited that will need permits Sincerely, Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com CME Associates Engineering, Land Surveying,&Architecture, PLLC �. 860 885 1055 ® www cmeengineering com fi`► 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment, Meaning&Excellence. In All We Do. Michael J. Domino, Presi �QSUFFQ�`�C� 1 Town Hall Annex John M. Bredemeyer III,Vice-Yrdsiuent ��� G2�, 54375 Route 25 Glenn Goldsmith C3 P.O.Box 1179 CIO A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams 41- p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Completed In field by: 01 Richard Strouse, P.E.L.S. on behalf of JAMES BAILEY for proposed work adjacent to pool sea wall. Located: 474 Wilderness Point, Fishers Island. SCTM# 1000-12-2-6.15 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: ee I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: ., J. 13redemeyer M. Domino G. Goldsmith N. Krupski . Williams Other WLF 44-19 44-20 44-22 43-8 41-12 r- E WLF A-6 WLF 41-10 N O N 852350" E A-7 tN U 111.52' A-4 41-11 `� ' m WLF ,44-23 43-9 A-5 WLF ' O A-8 44-24 43-7 . 000 .0 0 00 7-, Q) � FRESHWATER o� 13-° 43-4 4�3 �Uj U ` a) WETLANDS ►-� a .50 6�y% w N a 00 N lip/NT N CD to � CD aD U u U o O � ��' Y (0 WLF O = A-9 WL m A-12 `- p LLI WLF W � j A-13 Cu CHERRY WLF � W W W O A-11 WLI `�" J N W W WLF A- 51 I r O W ,/ V) W GARDEN O U M w \� \ CHERRY tV Nm co M PROPOSEDTEMPORARY ACCESS - P p`IO - S C\ •� GRAVEL _ ° e _ �,_ LOCATION MAP SCALE 1 =400 w/ PARKING - o �\��15' �� � �//SII��\\\ PINE / DA IVE HYDRANGEA : \\\ / ���D\��\ TOP OF �:. ° ::.`,�:,, w \EMBANKMENT - - _ - � `. � ' TRASH 1 / *a". Y". A" ELEC. BIN 1 ' BOX 1 PROVIDE STONE GARDEN REVETMENT (SEE SECTION w I I / a.+ v`�a.` ��;>�g';;•.: r e ;fi"',+,v>� �j yea � / /III \ / :s'� �.,-'s:w.., Wig.>-• ,';�''�._: �,, 12.. ' a, 18" PINE / I AP t 1� CHERRY - i' /I'b_ PROXIMATE n +� «c • ., q41 N r, _.... W 6" WATER LOC TION w <t t � .. �. . BRICK RETAINING �� LINE W wy , . > .• f ° r COURT WALL Z YARD TOW=24.5 `' �% , APPROXIMATE LIMITS %\y OF FLOOD ZONE VE N/F o BO TOM OF PER MAP REFERENCE 2 COASTAL EROSION HAZARD xp • *� r=�° • �`-n JAMES N. BAILEY UNE-SHEET 38 Fl OF 49 EM ANKMENT \\\I //� - VIEW 1 b 12" \\I �� i- PINE \wl/i (i �0 SMALL ROCK r / %'%i ,91'���r _ SHORE N GARAGE AND /lull\�� HEAVILY ERODED GUEST HOUSE " /� p EMBANKMENT X' GRASS AREA ROCK/ �O (TIDAL WETLANDS) ;. P: ;A SLOPE n � � In EROSION EXISTING �1 EXISITNG VEGETATION f WOOD D CK �� AK, ,/ %;. I SECTION 3 > ' TO REMAIN UNDISTURBED. RESIDENCE I , 7 ,.- 8„ � � 1 ` z ._, COASTAL EROSION HAZARD LIMITS OF FULL ,c=` PINE 9i�i�r"��� 1 >� WW N F _ �, JFZ LINE SHEET 38 Fl OF 49 z O Itu a ': . ,., O SLOPE REBUILDING Z WESLEY C. r kF« ' BENCHMARK I.ROD / �� �.,!" `A x ' Z Q Q. I_ DAVIDSON ELEVATION = 24.59 f - -; O p W W / �% �� TOE OF b V - �l (n Z Q EXISTNG VEGETATION / MALL ROCK ROCK SLOPE .' . p '� ` : '' ~ N OL - ' PO TO REMAIN UNDISTURBED. �l ROCK ' SHORE APPARENT HIGH WATER LINE(AHWL) r - LLI . Z N COPIN SLOPE / �I': ELEV. 3.3 � � � `' ...<:, - Z STONE_NG rel e « :'.� !Y Z Q CONCTETE -� o / EROSION " REMOVE EXISTING'ROCKS. - �. > `• � . 4.:.. m w 1 STEPS �' k r' Q Q r r 1 PROVIDE STONE REVETMENT - y F- w _Irn \ _ - :f- WOOD _ 1 SLOPE - o TO ELEV.-20 O 2: =� � `� �. �� •,�.-.��`�:;:° � � � � Q i '-.•7 If �'"f EL DEC�7. 4 , °�a c' „ .. S ORFj�/ VIEW 2 W �' LARGE �. ` " �: SECTION _ 4 ,� � (SEE 3) H w I'--• 4 6 P WOOD DECK / /' ✓` OLLI p` I 4 r.. LEV.=27 / / 3 cJ� .3 i O r .� 2 W ac, U) - � 43.5 Q - i - r 83 Li r �c r. .�.�. DEED LINE , o RUGOSA -�� CONCRETE BLOCK y _., € / «s o ` -. BUSHES __..._.__. ._..... __.._ _ - LOCATIONS 1-8-1985. `:a / U / CHERRY 1 _ / / _.- •- -- PER MAP REFERENCE N. / ',• ' �' ,_v.. ...... o� o , �� ,_._ - =.... M ,°'' S� _ _.._... .......... z�.`. Cisrar^ �i":�tf� a O - E �� _ __� - - ROCK _ �_ 0� ,Q _� ,% Vf ' SLOPE o _ _ - . / O _ E �.. __. WOOD _.._. �- DECK .,, a ° ELEV. 20.1 - x MODERATE � "� c S `'�:�_ �~'' �' , ROCK ING _ __. -i EROSION \ S�Q� '�.,.(TYP.) s � Y _.._. SLOPE _.. ,:-=-- SLIDE BLOCKS C TO BUTT ENDS TOGETHER. - �g \\ \ o I� , -�'!.... ...... _.... . MODERATE �4 _ SECTION ... d. . EROSION ( REMOVE EXISTING ROCKS FROM SLOPE AND BEHIND ���1(�i i . �•-.." _......._ '.4 ::... \ 1 \\\ \ 000 CONCRETE BLOCKS, STOCKPILE FOR REUSE. PROVIDE .: �1�1G�, Z _ �� �f��i' '� \ ��LARGE COMPACTED GRAVEL AS NECESSARY. UPRIGHT CONCRETE BLOCKS _ "' - \ ' , «� ,2 =.� �-�� � / �!� \� I•-1 ,.. _.._. -.,.» b,3 ; \\ AND REPLACE ROCKS. SEE SECTION 2 WERE BLOCKS EXIST) -°' <; ° :�• ' PINE /Aj���2r� r' ' 1Y+\ � c: .... ..A= / ✓ k ( ;. / I\� \ �, _'- BOULDER 10 _ SHOREROCK o (SEE SECTION 3 WERE NO BLOCKS EXIST. RUN SLOPE AT 2:1) WOOD DECK �,� + ELEV.=15.1 PROVIDE STONE REVETMENT ` °e ; 9, q' f".. ; k 8 m m / t -(I �r)\' o 4 t. \�j� ,'ELEVATED 23 5 P N (SEE SECTION 3) •;` , WOOD DECK APPROXIMATE LIMITS SECTION 1 ELEVATED 4 ELEV.=12.9± 5 OF FLOOD ZONE VE / SMALL ROCK o WOOD DECK UPRIGHT CONCRETE BLOCKS TO VIEW 3:I PER MAP REFERENCE SHORE - o _ _ ELEv.=14.s± ?52�,M W ALIGN WITH OTHER BLOCKS N o Z t� TOP OF f TICE OF -% 4 ° \ /� 6 / ADJUST EXISTING ROCKS TO PROVIDE z a EMBANKMENT `" '=- ` f A TIGHTLY GROUPED MASS. PROVIDE ROCK 'SLOPE r MAP REFERENCES o' w _ U z I`''"' BOULDER NEW ROCKS AS NECESSARY. MINIMAL ;: O w f DISTURBANCE TO EXISTING VEGETATION. 1.) "TOPOGRAPHIC PLAN MADE FOR JAMES N. BAILEY FISHERS ISLAND NEW �1 > / ... \\\ f YORK" SCALE: 1"=20' DATED JANUARY 8, 1985 REVISED THROUGH FEB. 28, s °- N z LARGE ROCK \! PROVIDE STONE REVETMENT 1989 BY CHANDLER, PALMER & KING. CME FILE #J2920. , - g E IN EXISTING REVETMENT TO ,f " SHORE SEE SECTION 1 & 3 NEW REVETMENT ON DAVIDSON Q G 2.) "TOPOGRAPHICAL PLAN MADE FOR JAMES N. BAILEY FISHERS ISLAND NEW a ''`�'° = '.; ` q� _ �. PROPERTY. (SEE SECTION 3) , MEAN HIGH L YORK" SCALE: 1"20' DATED JAN. 17, 1990 REVISED THROUGH 01-18-2010 BY ¢ b.:`�»# � urV,, � ° w WATER UNE(MHW) B CHANDLER, PALMER & KING. CME FILE #J3289. REMOVE EXISTING ROCKS BEHIND CONCRETE BLOCKS ELEV.-2.8 i AND STOCKPILE FOR REUSE. PROVIDE COMPACTED GRAVEL, y UPRIGHT CONCRETE BLOCKS AND REPLACE ROCKS. 3.) FIRM-FLOOD INSURANCE RATE MAP SUFFOLK COUNTY, NEW YORK(ALL �� `�a' •• -" "'p0 JURISDICTIONS) PANEL 19 OF 1026 MAP NUMBER 36103CO019H REVISED '�. '�a+. ��. O+ W (SEE SECTION 1) SEPTEMBER 25, 2009. o z � 6�0� 5 39.40 REMOVE EXISTING ROCKS BEHIND CONCRETE BLOCKS 854'00" PROVIDE STONE REVETMENT AND STOCKPILE FOR REUSE. PROVIDE COMPACTED GRAVEL. ) Q 3 r (SEE SECTION 3) TIE INTO UPRIGHT CONCRETE BLOCKS AND REPLACE ROCKS. EXISTING SLOPE (SEE SECTION 1) NOTES VIEW 4 ~ C5 Q 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 0° '- ADJUST EXISTING ROCKS TO PROVIDE HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO GENERAL NOTES* � N � N A TIGHTLY GROUPED MASS. PROVIDE BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE 00 m 00 NEW ROCKS AS NECESSARY. MINIMAL N N ENGAGEMENT. DISTURBANCE TO EXISTING VEGETATION 1.) GEOTEXTILE FABRIC TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS m o I m 0 0 AND SLOPE. RECOMMENDATIONS. MAINTAIN A MINIMUM OF 12 INCH OVERLAP AT ADJACENTc14 u: C14 N LEGEND 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS SECTIONS. GEOTEXTILE FABRIC IS TO BE PROPERLY ANCHORED AS TO PREVENT O w ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN o 0 o J PROVIDE ONE ROW OF 2-5 TON ROCKS RIPPING OR TEARING DURING INSTALLATION OF OVERBURDEN MATERIAL. z w w u- ALONG TOE OF EXISTING SLOPE. TOE-IN PROPERTY LINE ITEM IN ANY WAY. b Y z z Y ROCKS INTO EXISTING GRADE PER SECTION 3. ABUTTERS LINE -- 2.) ARMOR STONE SHALL BE FREE FROM ORGANIC DEBRIS, DURABLE, FREE o w z o bi 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS FROM SEVERE CRACKS, SEAMS AND OTHER DEFECTS THAT WOULD INCREASE m '� EXISTING CONTOUR 26 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF DETERIORATION FROM THE ENVIRONMENT OR CAUSE BREAKING DURING HANDLING RETAINING WALL ^ ^ ^ ^ ^ THE LAND SURVEYOR. AND PLACEMENT. DATE: MAY 23, 2013 WIRE FENCE 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC 3.) FILTER STONE SHALL BE 4 INCH DIAMETER NOMINAL SIZE UNLESS ' BRUSH LINE SURVEY TRIANGULATION STATION "NIN". OTHERWISE NOTED AND FREE OF ORGANIC DEBRIS. SCALE: = 2O NOW OR FORMERLY N/F 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 4.) STONES SHALL BE PLACED IN SUCH MANNER AS TO CREATE A EVENLY PROJECT #2012862 QUALITY CONTROL CERTIFICATION SECTION 12, BLOCK 2, LOT 6. GRADED MASS WITHOUT CAUSING DISPLACEMENT OF THE UNDERLYING MATERIALS. GROUP REVIEWED DATE BOUNDARY POINT ® THE FINISHED SURFACE SHOULD BE FREE OF POCKETS OF SMALLER STONES PROJECT MANAGER TOP OF WALL TOW 6.) TOTAL AREA = 6.1 f ACRES. AND CLUSTERS OF LARGE STONES. SURVEY BOTTOM OF WALL BOW SHEET ENVIRONMENTAL 20' 10' 0 20' 7.) SITE IS LOCATED IN R-120 ZONE. 5.) ALL DISTURBED GRASS AREAS OUTSIDE OF RIPRAP REVETMENT TO BE CIVIL CONCRETE BLOCK(SHORE PROTECTION) oN sI�E LOAMED AND SEEDED. 1 OF 2 STRUCTURAL GRAPHIC SCALE IN FEET 8.) BASE FOR LEVELS: MLLW. ARCHITECTURAL IIt, ZPM Ilk, AFdt 121 s _ y �r j �, it 1`�` ,., -`� �" A "•7r'� •A\� � - 4�' ���' `�. T_ `- + 7 Gtr t 1 t - t rt - �Ot r 8¢/ 8/2 0118 '1�3#,,,12 3i ,fie it � � `t`:w� J'""'i'' -,; i r e►.' � ,e --r � i• ,,�A;,. ,�,� ,f,.�E,� .:i� �.t1� • -\- �_* � .•� !� ; �'\'�d �>`-+ . James Bailey -474 WildernessX111Fishers11 - 1000-12-2-6-15r 8/8/18 --�- - �. - map IN 8 d; 8,/2 0r1 8. 13 : .2'4 seam u nx a.mrtnn.0 arm�cEnoExc� �� r PROPE—MAP s _ U ` ` x7Mq p}.N"Q'O SWcI to % 4 t+ ve it o S xve r.w. acANEntcA p rovm a.am,an � �ry /gyp p 0 F.D.27 W SOUND .% k- ISLAND BLACK �A "^•""� _ u _-- �� — q NorucECOUNTY OF SUFFOLK © E a wlm,oao SECTION NO c - �;'I Q '"�` Real Property Tax Serviee Agency v .,,», 012 p�.w a `•xirq..i e, �- —-- r --•-- ...,..-_—�•-- _ l' 4" ., m F iv .urw 1N. POPE—IMP 4` Cantrell, Elizabeth From: Richard Strouse <rstrouse@cmeengineering.com> Sent: Wednesday, August 1, 2018 7:52 AM To: Cantrell, Elizabeth Cc: gjustl02l5@aol.com Subject: FW:Trustees & NYSEDC Good morning- I had sent this list to Glenn with the tax references added. He is on vacation this week so maybe it didn't get to-him. I had another e-mail last night from him asking about the list so I thought I would forward it directly. Please call or e-mail if there are any questions and let us both know it arrived. Thanks- Dick //��VI Richard H. Strouse, P.E.L.S. ` Email:rstrouse@cmeengineering.com 33 105, PO Box 535 Mansfield, CT Wilbur Ye I 0nnCYT 808851055 ext. 1 C 860-3377-9340 � www.cmeengineering.com .com From: Richard Strouse<rstrouse @cmeengineering.com> Date:July 30, 2018 at 8:40:40 AM EDT To: "giust1O215@aol.com"<giustl0215@aol.com> Subject: FW:Trustees& NYSEDC Glenn- I have added the tax map references. All are developed sites so easy access.,I will have any proposed improvements staked. Please call with any other questions. It would be great if you could join us.We need a couple of old wetlands lines looked at. Dick 0 -' Richard H. Strouse, P.E.L.S. Email:rstrouse(a)cmeengineering.com 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield,CT 06268 T 860.885-1055 ext.2118 i C 860-377-9340 www.cmeengineering.com From: Richard Strouse Sent:Wednesday,July 25, 2018 2:19 PM To: 'guustl0215@aol.com'<giustlO215@aol.com> Subject:Trustees& NYSEDC Glenn- Here is a list of projects that we will be submitting on shortly. I don't think any have applications in to either the Trustees or NYSDEC. I will be happy to be the "tour guide"to the various sites on Aug. 8th. I will have plans ready for most by then but maybe not all. r � From East to West- 1. 1000-5.-2-10.12 Erik Waldin-2875 Castle Road-slope protection-Plans will be ready 2. 1000-5.-1-7.5 Maarten Van Hengel,Jr. 811 Castle Road-proposed pool. No disturbance planned within 100 ft. of wetlands but more than 5 years since last freshwater wetlands delineation.Site plan will be ready 3. 1000-4.-5-18 Scott Ketner-4321 Brooks Point Road- up-date of permits for pool. Pending at ZBA (not in rear yard) 4. 1000-4.-7-2.1 Pinschmidt-228 Chocomount Beach Drive-demolish existing residence & construct new residence-adjacent to Chocomount Beach-site plan will be ready 5. 1000-3.-1-9.2 Bogert-8196 Clay Point Road-accessory garage. Not in regulated area but a waterfront lot. Garage will be staked &site plan done.Variance for location pending at ZBA 6. 1000-12.-2-6.15 Bailey-474 Wilderness Point-work adjacent to pool sea wall-preliminary review- no plans at this point 7. 1000-10.-9-15.4 Rivers-219 Gloaming Extension-replace deteriorating concrete seawall with new seawall-plans will be ready 8. 1000-10.-7-18 Craig Schultz- Hedge Street-revise existing dock-survey but no design plans yet 9. 1000-9.-2-4.1 Firehouse-250 Athol-Crescent Avenue-second floor addition w/new septic system-more than 5 years since last freshwater wetlands delineation. Plans have been submitted to SCDHS. 10. 1000-9.-9-3.1 Wilmerding-4997 Equestrian Avenue-covered deck for sitting area on old foundation. Up-date of 1993 review by Trustees (waiver) and NYSDEC (Non-jurisdiction). 11. 1000-9.-8-6 Cleveland-1305 Winthrop Drive (Silver Eel Cove)- reconstruct dock- I have plans from 2008 that need to be up-dated. 12. 1000-12.4-4.4 Walsh Park-renovation of second floor of ferry freight building into 6 apartments.Site is in AE flood zones and below elevation 10.Area for parking is currently paved. I have recent survey Dick 0 Richard H. Strouse, P.E.L.S. Email:rstrouse@cmeengineering.com 33 Wilbur Cross Way,Suite 105, PO Box 535 Mansfield,CT 06268 T 860.885-1055 ext.2118 1 C 860-377-9340 www.cmeengineering.com 2