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HomeMy WebLinkAboutVan Hengel, Maarten Jr r Fishers Island- miscellaneous projects August 10,2018 CME Board of Trustees Town of Southold Architecture �' Southold Town Hall Annex D E G E � 8 E 53095 Route 25 Engineering' PO Box 1179fJ Planning Southold, NY 11971-0959 AUG 1 5 2018 Land Surveying Att; Diane DiSalvo Se<<<^ j Town Environmental Roar Tra"e Services RE Pre-Submission fees 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 33 Wilbur Cross Way,Suite 105 P 0 Box 535 Mansfield,CT 06268 Commitment, Meaning& Excellence. In All We Do. �'`ySVFFt7(,� Michael J. Domino, Preside( C�Gr� Town Hall Annex John M. Bredemeyer 1II,Vice-Presiaent �� ��, 54375 Route 25 Glenn Goldsmith P.O.Box 1179 CIO A.Nicholas Krupski Southold,NY 11971 Greg Williams y, �ap� Telephone(631)765-1892 i �z Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD `Date/Time: �� leted in field b � Com �Ge N Y Richard Strouse, P.E.L.S. on behalf of MAARTEN VAN HENGEL, JR. for a proposed swimming pool project; no disturbance is planned within 100 feet of the freshwater wetlands if possible (freshwater wetland/vegetation line delineation over 5 years old). Located: 811 Castle Road, Fishers Island. SCTM# 1000-5-1-7.5 CK 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� 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 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: V_ Avo I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer `�M. Domino G. Goldsmith N. Krupski G. Williams Other 2-5 U STRAW BALE BINDER J "MATERIAL WIRE ^J �•�.2-4 3-5 •L 00 / SECTION B-B 3-a W L (D U WOOD OR NOT TO SCALE 3 0) O N F tm METAL STAKES = �••' cz \ MAARTEN VAN HENGEL (2 PER BALE) 3-2 •5 V Y o co \ SINGLE FAMILY RESIDENCE '_3 2-3 o c MUNICIPAL WATER-ON SITE �F` 10 MIN �f 7-4 LU Q) CIDc ILCIa SEPTIC SYSTEMa (a) (�� B 7-12 �_a (� CL ca .i 0) a) 3-1 2-2 W Q L -2 U IRON PIPE VARIES ({ N cv o ' f/ 7-11 7-5 0Q O - N f- 2 (�I (1) = f0 N O 77 . - U W Lco fV Fwsi 176.07 1-12 U) 4) CDrp ^^ zPLASTIC STRAW BALE O �P��Y,g05 >251.87 hh' LINING NOT TO SCALE (�) 7-10 7-9A �J Q M ob O o t co LJJ Cl) BLOCK 8, LOT 2 MON. Mo 40• NO DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL 7-88 8-1 8-2 1-11 ' ` 0 (FOU1. ND) CTS AREA= 1.21± ACRES ?9Z?Z' £ PUMPS M STT BE SIZED CC RDI GCONSTRUCTI , LARGER PROJECTSLY OR(7RGA LONS/TRUCK,G ,SITE v 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). (VACANT LAND) '_9 8-4 8-3 J 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROMg PROPOSED COVERED, OPEN / PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES a-4A �v PORCH W/ROOF CONNECTION 75% of ITS CAPACITY. s-e 4 TO GARAGE- 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT JpPROVIDE DRY WELL EDGE SEE ARCHITECTURAL PLANS OF WASH WATER. h s-7 a-s FOR PORCH ROOF DRAINAGE OF LAWN "pry AND POOL EQUIPMENT CHERRY 8-9 e-s PROPANE (SEE DETAIL) TANK 6 CHERRY 10 CHERRY 30• 24 MON. OAK ��il� 8 SHRUB sp (TYP.) (FOUND) LOCATION MAP SCALE 1 "=400' -------------/ % ---- -_ �8�\ B OM ROCK -- CHERRY BOULDER - GRAVEL DRIVEWAY - - R� wA ��' .� lo" TEST HOLE DATA RETAINING �,�0 �� _ _4� p�� WALL ��^Y i 42 � / ��- ` CHERRY --_ IRON PIPE i COVERED ENTRY `�\ TRENCH �' ���/ �` BY R. H. STROUSE P.E.L.S. 6/17/05 i i39.3X \� 0" 10" TOPSOIL ROOF DRAIN GARAGE CONC. ELEV. °" 10" - 46" SANDY SUBSOIL OVERHANG PROVIDE CONCRETE 39.41 I / I % 46" - 194" SANDY TILL N - - BENCHMARK. MONUMENT / / J_� _ WASHOUT PIT ��---- 1 PROPOSED �b WATER ® 14' - - --- - , / / - - (SEE DETAIL) �� -,--- _I STONE PATIO I EL=38.74 , -t__ I , ROCK � I 2 �- GRgV ��\ / 1 i 1� (TYP.) C I GAREAN N A� FC HOUSE - 1 - X PROPOSED APPROX LOCATION `� qY l ' SILL X39.1 0 POOL- WATER SERVICE & 39.71 I / MAP REFERENCES i I TH .y0 i � O �� �� �l --` 39 71� / BURIED UTILTIES (FOUND) \ J 1.) SURVEY MAP PROPERTY TO BE CONVEYED TO MAARTEN VAN HENGEL; BLOCK \\�� X39.3 lo- 8 - LOTS 2& 3; FISHERS ISLAND, NEW YORK; CHANDLER, PALMER & KING; 40 8 , / PATIO - NORWICH, CT.; DATE: DECEMBER 6, 1999; SCALE: 1"=40'; SHEET 1 OF 1 X38.7 20" f ^ice T TO 0 - 3 OAK "� - �I� _ ��O 2.) SITE PLAN PREPARED FOR MAARTEN VAN HENGEL, JR. & CLAUDIA VAN RO AD \ _ - -r \3 BULKHEAD 8 - o,_�,_ \�_ �\ \ ,Qac 1 HENGEL; BLOCK 8 LOT 3; FISHERS ISLAND, NEW YORK; CME ASSOCIATES; SEPTIC TANK "I _--38_ NORWICH, CT; DATE: 10/04/2005; SCALE: 1"=40'; SHEET 1 OF 1 ­!!-L/34 � \ 24'• EDGE OAK 018•• •\ �sz\ ��� I NOTES OAK OF LAWN OAK 1 TRANSFORMEELECTRR o­jPROVIDE SILT FENCE-MAINTAIN 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED / Q DURING CONSTRUCTION- HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO ELECTRIC / OAK 3 OF GRADING AND OAK OAKW ESTABLISH AS LIMITS 18" 24 BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE p PANEL LEACHING POOLS / I , O , / ENGAGEMENT. Q OAK GROUND DISTURBANCE - O OAAREA TO BE DISTURBED- 36 \I� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, "� Y / G 3850f SQ. FT. .1� y UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND, SURVEYOR, TO W Z J 0 O �, / BLOCK 8, LOT 3 �' BENCHMARK: TROD �- ,,�'',, '' BLOCK 8, LOT 4 & 4A �, $ �i� / ALTER AN ITEM IN ANY WAY. w F- >- AREA= 3.34± ACRES D O (VACANT LAND) / EL=35.42 � ��;��� / o�Ks C' cn / �p R 3 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS O Z =< W SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Z L, w r z ,THF LAND SURVEYOR. g G z 0 T CL 00 M 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC w Q Z LIJ y SURVEY TRIANGULATION STATION "EAST END 2". N0 z /r7 �_ U) SILT FENCE Z 1 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP DIST. O WOVEN WIRE FENCE MIN. 14 O WLF #7 1000, SECTION 005, BLOCK 1, LOT 7.5. Q_ > <01 u SPACING)GAUGE W1 MAX. 6" MESH 14 v WLF J6 Q 00 W= f , 6.) TOTAL AREA = 3.34f. Y to' MAX 36" MIN. LENGTH FENCE 7.) SITE IS LOCATED IN R-120 ZONE. L"LJ c) �- CENTER LL- TO CENTER POSTS DRIVEN MIN. 16" WLF #5 INTO GROUND FIDCO J I � �' � � � �• / 8.) SITE IS SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE DISPOSAL m II WLF # SYSTEM. 8 WLF #4 OMITS OF FRESHWATER (GOLF COURSE) " 9.) PERCENT OF LOT COVERAGE PROPOSED- 3.1% II I WETLANDS AS FLAGGED 8g /\ HEIGHT OF FILTER = 16" MIN. BY I. COLE (C.M.E. STAFF) I.P. *THE NYS REGULATED FRESHWATER WETLAND BOUNDARY IS EQUAL O A, L A. CME STAFFS LINE AS SHOWN ON E 6` MIN. WLF #3 SITE LAI PREPARED BY CME DATED WLF 11 WLF #2 10/04/05 AS DETERMINED BY R. MARSH �° A, � AND D. LEWIS ON 09/05/06". m PERSPEOVE MEW A A N z O WOVEN WIRE FENCE (MIN. 14 �I Z a 1/2 GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH w 36" MIN. FENCE POST o 60' o UNDISTURBED `V FLOW I GROUND DRAINAGE CALCULATIONSPRELIMINARY COMPACTED SOIL\\��� AREA (ROOF- 492 sq. ft.) + (PATIO- 396 sq. ft.) W EMBED FILTER CLOTH 888 SFX 1.0 X 2/12 = 148 CU. FT. REQUIRED Of W A MIN. E 6" IN GROUND PROVIDE 1- 6'0 x 6' DEEP DRYWELL = ±169 CU. FT. o 4" MON. SOIL CLASSIFICATIONS SECTION VIEW PROPOSED ROOF LEADER RpE - RIVERHEAD AND PLYMOUTH VERY BOULDERY z Z CONSTRUCTION SPECIFICATIONS RESIDENCE SOILS - 15-35% SLOPES Mu- MUCK w 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR 4" PVC WYE = o HARDWOOD. $� OVERFLOW z o 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES IOM 4" PVC CUT m SPACED EVERY 24" AT TOP AND MID SECIIION, FENCE SHALL BE WOVEN WIRE, 6015 TO LENGTH MIN. 6" SOIL COVER IIF C) 0) 6" MAXIMUM MESH OPENING. S OVER DRYWELL 00 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE BLOCKS AND CATCH °p �O. BASIN GRATE TO GRADE L� OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER f U N (NEENAH R-2525-F) OR EQUAL BUILDING SETBACK LINE 0 _j r FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED EQUIVALENT. FILTER FABRIC m I Q I N 4. PREFABRICATED UNITS SHALL BE GEOFAB„ ENVIROFENCE, OR APPROVED TH# TEST HOLE O I- O o o J EQUIVALENT. °' �TTT ---.) w z z z Y L` so' BEND p o 0 0 o N/F NOW OR FORMERLY 3 Y o ?�: U o 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN O OO O OO O � o w � o � N/F SLOPE AS REQUIRED = "BULGES" DEVELOP IN THE SILT FENCE. 4" SDR 35 PVC oo OO OO OO - 36 - EXISTING CONTOURS m o o U U O O LL FIDCO00 o 0 0 0 o STONE WALL DATE: 07/23/2018 (GOLF COURSE) 1" STONE OR o 0 0 0 o a SCREENED GRAVEL TREELINE SCALE: 1 = 30' / 1 6' 1' -d WLF# LIMITS OF FRESHWATER WETLANDS QUALITY CONTROL CERTIFICATION STORMWATER DRYWELL DETAIL a NOT TO SCALE GROUP REVIEWED DATE PROJECT MANAGER 30 15 0 30 SHEET SURVEY ENVIRONMENTAL GRAPHIC SCALE IN FEET OF 1 CIVIL ARCHITECTURAL FILE Y �\\ l -� c ewe co-tx.% aaEEm :sm N e. MW No m, x.a N UNE WTCN_—Z _ L1NE TOR m, NO ed r ] aJ EEE SEC,NO. 2Wo ,x, +aNd .2 j \ mto,.min e 1 j t.a 2uyc1 .� EAST euRaua l / t zWd w �vE a ,SNcI � x x '`.. T.6 i>A �7 N Ole Opel' L .....�. •. ..� -- — COUNTY OF SUFFOLK © E s toun,o,nTION NOsEc EG�-�� - -• s..� _ —_ w Real Property Tax Service Agency T �i o .. n �. ..... ,.. m t% N Oee A tees PRO WP 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 / Richard H. Strouse, P.E.L.S. (� J Email:rstrouse@cmeengineering.com CCMEWilbur Cross Way,Suite 105, PO Box 535 1 Mansfield, CT 06268 I YI E T 860.885-1055 ext.2118 1 C 860-377-9340 1 www.cmeengineering.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@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 From: Richard Strouse Sent:Wednesday,July 25, 2018 2:19 PM To: 'giust10215@aol.com'<giust1O215@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. 1 f j 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.-1-4.4 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