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HomeMy WebLinkAboutFishers Island Utility Company Michael J.Domino,President r3f soy0 Town Hall Annex John M.Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn GoldsmithG Q � �p Telephone(631) 765-1892 A.Nicholas KrupskiO - Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 13, 2017 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: FISHERS ISLAND UTILITY COMPANY CRESCENT and CENTRAL AVENUE, FISHERS ISLAND SCTM#: 1000-6-6-20.8 Dear Mr. Just: Upon review of your letter of November 22, 2017 and attached plans received November 28, 2017 for a proposed duplex residential unit at Fishers Island Utility Company, Crescent and Central Avenue, Fishers Island, this office has deemed the action to be greater than 100'from depicted freshwater wetlands and therefore non jurisdictional. Feel free to contact this office should you have any questions regarding this determination. Sincerely, 0 Michael J. Domino, President Board of Trustees U DRAINAGE CALCULATIONS AREA 1 (DRIVEWAY TO CENTRAL AVENUE) FINISHED GRADE 1520 SF X 1.0 X 2/12 = 270 CU. FT. REQUIRED \ 270 CF. / 1.5 VF = 180 SF REQUIRED FOR RAIN GARDEN WF l x N/F F co PROVIDE 200± SQ. FT. RAIN GARDEN 1.5± DEEP \ / •i � i � E � SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. PAULA B. PENDERGAST TRUST 2 "VACANT LAND" 24 4"� INLET = C3 U 4"0 F 3 v _ OUTLET �T •a U w :,<EA 2 (DRIVEWAY TO CRESCENT AVENUE) N/ SS a l� _ GO N o ❑ aeo 0 0 ❑ o W ;� air °' 1900 SF X 1.0 X 2/12 = 317 CU. FT. REQUIRED MARY R `� i in E " 4 Op 0" E /� o ❑ a o 0 0 0 00 00 co W Q E 317 CF. / 1.5 VF = 212 SF REQUIRED FOR RAIN GARDEN „VACANT LANA N $2 _ _------�� PROVIDE 220± SQ. FT. RAIN GARDEN 1.5± DEEP FZ-40 _ SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. ZONE \ 166.59 - -- -_ M r 8' I �- Cz w 3 � .> 3 "E - _� �� + HIGH SEASONAL GROUNDWATER �y SITE U o N$2 40 00 �- / + V C �, o N AR^A 3 (ROOF A=JEA) 41.83 _�_ _� ER LWE _ 3,025 SF X 1.0 X 2/12 = 504 CU. FT. REQUIRED -� S S833o4ow 3a690 OLE O U , M G �,SEMENT POLE LINE _� _ N 5834�'2o'w / LEACHING RING CROSS SECTION "` U) o �-� N 505 CF. / 1.5 VF = 337 SF REQUIRED FOR RAIN GARDEN _ E)(ISTI -_ PROVIDE 380± SQ. FT. RAIN GARDEN 1.5± DEEP �_ NOT TO SCALE q �- Q i w 100 o0 SEE LIST OF TYPICAL PLANTINGS-PLANT AT DIRECTION OF OWNER. - �- UJ (� M o CO o __�- a / N/F c�N U I _ � � / CHRISTOPHERSINGLEDFAMI�Y RESIDENCE EDWARDS - J LIMITS OF FRESHWATER 1.SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT CRASS MIX, WETLANDS- FLAGGED BY J NEW ENGLAND WETLAND PLANTS, INC. CD GLENN JUST- JULY 2017 MUNICIPAL WATER 2.MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA ON SITE SEPTIC SYSTEM 3.MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA CD ( �� -,.LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI VL1 t� S.r�EDIUM GROUNDCOVER - SWEET FERN COMPTONIA PE:REGRINA 8'-g / KNOCKOUT INLET AND a / OUTLET OPENINGS l SILT FENCE N/F ISLAND HEALTH PROJECT INC. RIBS INSIDE IE WOVFN WIRE FENCE (MIN. 14 DOCTOR'S OFFICE & RESIDENCE LOCATION MAP SCALE 1 "=400' GAU,._E W/ MAX. 6" MESH MUNICIPAL WATER + a + TEST HOLE DATA SPACING) ON SITE SEPTIC SYSTEM / BY: R. STROUSE P.E.,L.S. 07/21/2017 CENT " v. ER TO 36" MIIN. LENGTH 0 6 TOPSOIL CENTER \ 6"-24" SANDY SUBSOIL ".4 _ FENCE POSTS DRIVENI MIN. 16' \ CAST 24"-86" SAND- POORLY GRADED, LITTLE OR NO FINES (SP) ,� - INTO GROUND - WATER AT 66"- EXPECTED SEASONAL HIGH GROUNDWATER ELEV.- 11.0 we�h''f, �. - - - - \ CONCRETE COVERS - - --- \ / Unified Soils Classification (USC) System (from ASTM D-2487) \ PLAN Major Division: Coarse-Grained Soils, Sand and Sandy Soils, Clean Sands -- - / Group Symbol: SP �•, rlo SET SILT FENCE A \ NRCS, USDA Soil Classification: Carver and Plymouth sands, 0-3% slope. - - - -- - - WEIGHT � � �.^,,• _ MINIMUM OF 100 FROM \ - r*" 0\ oIF FILTER t� / ALTERNATE SEPTIC SYSTEM DESIGN FOR 3 BEDROOM RESIDENCE 16" MIN. WETLANDS-MAINTAIN DURING \ � ; d©a 12" - CONSTRUCTION- MATCH ,Ob' pnq °POPLAR I COVER LOCKING CASTING neo© �} 1Q TO GRADE TO GRADE USE A 1000 GALLON REINFORCED PRECAST / s GRADE AT SILT FENCE IF DROP 'T' CONCRETE SEPTIC TANK FOR EACH RESIDENTIAL UNIT. F� p� 6" MIN. ESTABLISH AS LIMITS 12" / / IS USED FINISHED GRADE USE 5- 8' DIA., 2' HIGH PRECAST CONCRETE OF CLEARING, GRADING AND ( � 1 12 - / '2 CHIMNEY LEACHING RINGS FOR EACH RESIDENTIAL UNIT. GROUND DISTURBANCE ��� « 1/ MAPLE / 4 x 4 12.6/12.6 IS WIR MESH USE 4" DIA. APPROVED SEWER PIPE THROUGHOUT. PERSPECTIVE VIEW <_\ �� { 4 X 2p" 6 x 6 6/6 GA WIRE MESH THE WASTE LINE FROM THE SEPTIC TANK SHOULD Z min. 20 6„ ENTER THE MIDDLE RING AS HIGH AS POSSIBLE. z D m n. USE 4 CROSS-OVER PIPES BETWEEN THE MIDDLE Q INLET RING AND THE 4 OUTSIDE RINGS, 8" ABOVE THE BOTTOM. WOVEN WIRE FENCE (IJIN. 14 I � ��. 3" VENT�q 3" VENT�� OUTLET BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. 0- J 1/2 GAUGE W/ MAX. 6" MESH TA TREE APPLE , / ! LIQUID LEVE- BOTTOM OF POOLS SHALL BE A MINIMUM OF 3' Q SPACING) WITH FILTER CLOTH ? �� s �1' SL, 8" 8 �( � " ;S T , 11 O CONTINUOUS HOT / BAFFLE OUTLET •ABOVE HIGH SEASONAL GROUNDWATER. a TREE � /- / j O ASPHALT SEAL O ` o r (- ( 0 12" LINED WITH W 36" MIN. FENCE POST o + L, �* U z UNDISTURBED N N ,a ,. � MAPLE `-) 4" SCHEDULE #40 1�8` PVC �� 12' _w r INLET BAFFLE 60' GAS MAP REFERENCM Z Y W FLOW- I GROUND �� MAPLE i DEFLECTOR > O Q v N 15/ rt>` ✓ 1.) MINOR SUBDIVISION PLAN MADE FOR FISHERS ISLAND UTILITY COMPANY Q �- ^ 12" - '• =`T' CENTRAL AVENJE AND CRESCENT AVENUE; DATE: NOVEMBER 9, 1987, AS /� COMPACTED SOIL z = Z t <TREE / / 5'-8" VI D I;: 1"=40' HAN I W ry J C J L RE SE , SCAL , C DLER, PALMER & K NG; NOR ICH, CT J Q EXISTING tis / / `}" r 3' O W LLJ EMBED FILTER CLOTH z w CATCH / Z F- Z A MIN. OF 6" IN GROUND o BASIN \ \ �, t i' CROSS SECTION a z Q f 4„ S / \ LOUNOTES U z 15 T 12" - EXISTING 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED L,I Z Cn W SECTION VIEW -- -- o" �S CATCH 1000 GALLON HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO Z __J AREA 3- PROVIDE BASIN 2 COMPARTMENT BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE f- Cn CONSTRUCTION SDECIFICATIONS 380± SQ. FT. >> /� _� Z / SEPTIC TANK ENGAGEMENT. g W w_ 0 1. WCVEN WIRE FENCE TO 3E FASTENED SECURELY TO FENCE POSTS WITH RAIN GARDEN �, / AREA 2- PROVIDE p NOT TO SCALE U PROVIDE STONE �v� 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, - w WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE c�^ _.� 220± SQ. FT. QPOPo UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO OR HARDWOOD. POOL AT ROOFS RAIN GARDEN '� ALTER AN ITEM IN ANY WAY. U DRAIN OUTLETS 20' c�`U ; / Q 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH �", �� l ``•�\ V TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE �� ` - 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S LL.I WOVEN WIRE, 6" I`,1AXIr.4UM MESH OPENING. STpN f 0 �` �( - -$ --- � rrTHE LANDSIGNATUREAND AN SURV SURVEYOR.ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF Cn LiJ 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY M OW Rl I _ '9 SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH X15.6 L N Q s�F �� 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S, COAST AND GEODETIC SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED O m�4� '� �„ �_ Qlij�� -- SURVEY TRIANGULATION STATION "PROS" 0 EQUIVALENT. 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 0'.. F SECTION 006, BLOCK 6, LOT 20.01 EQUIVALENT. 3g• ao �- PROVIDE A 1000 GALLON --_ - I�1�1�� � / SEPTIC TANK- r 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL �' N) 6.) TOTAL AREA = 1.28f ACRES. REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. Y 3 � O / ER F 7.) SITE IS LOCATED IN R-80 ZONE. C0 o� o O O 1 qe C 8. APPLICANT: FISHERS ISLAND UTILITY COMPANY � o � STRAW BALE BINDER X15.7 W OJ / 6„ ) WIRE mW W O r ,TREE 1 C/O J.C. FINAN z PLASTIC LINING M a; O -� 161 ORIENTAL AVENUE O NATIVE MATERIAL a� 1 _ CONSTRUCTION ENTRANCE Po eox so4 z (OPTIONAL) \ NOT TO SCALE f / FISHERS ISLAND, NY 06390 .> \ INVERT ELEVATIONS- 0 631-788-7251 - o SECTION B-B s / PIPE INVERT AT HOUSE- 17.0 WOOD OR NOT TO SCALE \ iu/� / PROVIDE 5- 2' HIGH SEPTIC TANK INLET- 16.5 9•) SITE IS TO BE SERVICED BY MUNICIPAL WATER AND ON SITE SEWAGE V) METAL STAKES �^ / DISPOSAL SYSTEM. - # (2 PER BALE) SEPTIC TANK OUTLET- 16.0 ✓ ;Ff. " LEACHING RINGS DENSITY LOAD CALCULATION BOTTOM OF RINGS- 14.0 3' ABOVE �J --16 / ( 10.) BASE FOR LEVELS: NAVD 88. w 12 o J FISHERS ISLAND IS LOCATED IN GROUNDWATER MANAGEMENT HIGH SEASONAL GROUNDWATER) AREA 1- PROVIDE / TREE ' ZONE IV ALLOWING A DISCHARGE OF 600 G/D/ACRE. w / 11.) PERCENT OF LOT COVERAGE-PROPOSED- 7.2% I- �v10' MIN�V p 200± SQ. FT. �� 1>/ �I THE AVAILABLE ACREAGE IS: o B )(d � JIdI B _ RAIN GARDEN 17 / OX / 1.28 ACRES - 0.15 ACRES OF WETLANDS = 1.13 ACRES % / 1 O - TH ! / O 1 _k 1.13 ACRES X 600 G/D/ACRE = 678 G/D ALLOWED VARIES / l- CLUMP �i O / \ / n �> zz ( (' MAPLE ! O - ^ ;N PROPOSED- MAPLE-- p PROVIDE A 10100 GALLON o �` - �' •"' ( SEPTIC TANK- 2 RESIDENTIAL UNITS @ 300 G/D/UNIT = 600 G/D coNCR , r ��UMP \l ____ _ �, _ l 13 N F Q �11 /oEwq�K \ \�8\ 6„ � I �l EDWARDS FAMILY LLC LEGEND Q PLASTIC �STRAW BALE --_� � \ J SINGLE FAMILY RESIDENCE 9 TREE M LINING PLAN (TYP) SS 0' 6„ � 4 -� � ' V MUNICIPAL WATER PROPERTY LINE / ABUTTERS LINE �I u-J co 00 NOT TO SCALE \�-� ti N ��?'�0 � ��, � \ 8•• 4`��0 / PkOVID'E ' 7 � -- 1G„ „r "eTREE POPLAR:.`': ON SITE SEPTIC SYSTEM EDGE OF PAVEMENTCONCEETE WASHWT PIT �;\; , _ CONCRETE TRUCK , EDGE OF GRAVEL ------------------- m o T_ < � 1 0� _ WASH-OUT AREA , 11 1 NOTES: FFNPROVIDE WATER s z`� 6„ =� - PROVIDE 5- 2 HIGH EXISTING CONTOUR --- 18 --- O o o J 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL ��CE 6t: 1 1 TREE +I WF# o CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING \� SERVICE TO v I LEACHING RINGS FRESHWATER WETLANDS b b U z w w PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, _ �'� 6„ _ X18- FENCE X X X 3 Y 9 � U O 50 GALLONS/PUMP, PLUS MIN. V FREEBOARD). EACH UNIT PROVIDE ) F < ,TREE MERESTONE POLE\ l CONSTRUCTION �' � (FOUND) #4761 TREE LINE ��/w 0- o w 0 = o w 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM / OVERHEAD WIRES - O�w "-.-- m m o o U v PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES \� .� ENTRANCE C NOW OR FORMERLY N/F DATE: 09/08/2017 75% OF ITS CAF�'ACITY. �N�' N:3538.95 /�l UTILITY POLE -t- R BOUNDARY POINT 0 3. INSPECT PIT P^IOR TO EACH USE TO ENSURE CONTAINMENT �4 w E:-1488. 17 / MERESTONE ® SCALE: 1 " = 20' OF WASH WATER. �� � � - \ � 3 BENCHMARK NAIL No - E ��'� -_18- � ;a ;, Q F -� PROJECT: #2017825 _ _ ELEVATION = 8.86 EXISTING 6" I' Ir- QUALITY CONTROL CERTIFICATION - WATER MAIN - -, GROUP REVIEWED DATE PROJECT MANAGER RECREATION AREA1�.. SURVEY BALL FIELD `\ I Z. LrdVIRONMENTAL � "VACANT LAND" 20 10 0 20 SHEET CIVIL �� GRAPHIC SCALE IN FEET 1 OF 1 110,1111 STRUCTURAL ARCHITECTURAL Bing Maps-Directions,trip planning,traffic cameras&more https://www.bing.com/maps Notes h1acleline Ave c Q e` Ci Cent;al Ave V "`9 ...•T 6lcrasoft Ccr�;:a:c-=--'-_._.c c i e 4- PD — I of 1 9/18/2017, 1:49 PM FI Utility j� https://mail.aol.com/webmail-std/en-us/PrintMessage . , Front:Richard S?rouse,<rstrouse@cmeengineering.com> To:gjust10215<glust10215@aol com> Subject:FI Utility Date:Mon,Sep 18,2017 12:33 pm First one.Looking north from Central Avenue ir Dick Strouse Sent from my iPhone ,n j $01 4hnI6 Town 1 of 1 9/18/2017, 1:34 PM FI Utility https://mail.aol.com/webmaii-std/en-us/PrintMessage From:Richard Strouse<rstrouse@cmeengineering.com> To:gjust10215<gjust10215@ao1 com> Subject:A Utility Date:Mon,Sep 18,2017 12.34 pm Second one.Looking north from near the intersection of Central and Crescent.Fence can be seen. a 4 `5 K rt y� Dick Strouse Sent from my Whone NOV 2 8 L_''] DD Southold Town �S I of 1 9/18/2017, 1:34 PM From:Richard Strouse<rshmse@cmeengineenng.com> To:gjust10215<gjust10215@aol.com> Subject:FI Utility Date:Mon,Sep 18,2017 12:38 pm Last one. Looking northwest from Crescent. House would be on the open area(old garden). r� r Dick Strouse Sent from my Whone I (, i ~� R NOV 2 8 Southold Town Ro.lyd of Trustees 1 of 1 9/18/2017, 1:36 PM /�t Map Ink was pre J of Trans Survey. 31 ( t Nat map is �� z"}aa a-��,•f,ntg neves s.. wetland r'r 89 F j 32 Adjacer �r i 39 O'ireas r" wetlanc suant U delinea 20 extendil r eNL O 70 the Ne) ✓` 4 Conser 23 \ k' \ Fl -,` . _� -_.V Copies r =�- from th viron insp6 1 clerk's s .µ t\ ' REVIS �N � I m O\ Mzrbo Nf la }g tt , J fir F .e ara t i;f ARirGolf rift. .SFAIUA ; Course j t !. ProsFiect 69 �D as y � .., t{Fritdnrne z-mm Ellizabeth Field - 0C 1� ter , BM -28 ' f --------- - 41 15' 750000n, E. 72 00' 2'30" 2 t a .DARIES. State -------- 1 MILE ---_ County, 6000 7000 FEET r-� rl ia .1Town or City. t. _ =KILOMETER !I F� n orporated Village _ - - �. _ _ , --- s1 �i State : Federal Land - an Datum i1 �u i_J, CADS: o, I Posted Touring Route: Divided: tnterstate 87'' Wide mall - U. Narrow mall or barrier, aor pr S.. zo ._ - _ projection /grid. S0.t � 1t"t'0 State Y --1 11Mor•eaf Transverse 8 '0{.iru •Un$ County .... .. .. Undivided: :.caie-.tensions of Zone 1e. State Highway (SH) number 4 or more lanes f mantain r e 1:24.000 and limit. 8020 Less than 4 lanes 0004 County road - Q Vehicle track; trait _ _ ------- System, Long Island Zone. Interchange number West NEW LONDON QUADRANGLE 1991 Digital Edition �77 a ib 6 8 8 qA I 9A cRESCENT SEE SEC NO IW 12 4C 2r 9 L IiA 121 A E CRESCENT 14 - 4 IS 2- L, 7 Sh IM(.) 14A 51 1 , i i- Ik 3A 1 116 62 Bp 42 10 Mi.) 93 19 113 94 3 3 43 m 6 P 33112 5R15 °2�5 e Bt w 3�(c) 12A'. CRESCEM AVE -I AVE6 .3 21A q 2M W 0 141 1219A VA 1Ic) 1C_72 3 3 bi M 14A 1" 296 4A(.) Ub 211I161 05 132 . -m lwc))))))/ 4 S Ik 171 2 2, 52 Wo 71 M 15 Im I Mid 2 n 7 1 8 CEN R4C A COUNTYOFSUFFOLK K N, 1 SECTION NO (2 NOTI Real Property Tax Service Agency Y E C..Iy--d.NYIIMI nom s E ------- - m A N P ® ,pyp PROPERTY MAP -Y _M= J. M.0. Environmental Consulting Services November 22, 2017 Mr. Michael Domino, President E C E A V E Board of Town Trustees Town of Southold NOV 2 8 2017 Town Hall Annex 54375 Route 25 Southold Town ar Tr P.O. Box 1179 Southold, NY 11971 Re: Fishers Island Utility Company Crescent and Central Avenue, Fishers Island S.C.T.M.No. 1000-006-6-2.8:0-1 20-'? Dear Mr. Domino: At the present time we are seeking to obtain a Letter of Non- Jurisdiction under Chapter 275 and Chapter 111 of The Southold Town Code for this proposed project. The project consists of the proposed construction of a duplex residential unit, associated sanitary systems, driveway, etc. All proposed construction related activity will be located greater than 100' landward of the freshwater wetlands line as depicted on the attached plans prepared by CME Associates last dated September 8, 2017. Upon the review of the enclosed materials please feel free to contact me at any time should you or any member of the Board have any questions or comments regarding this request. Phone (631) 653-0607 • Email Gjust10215@aol.com 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 Respectlly, Gle . ust E C E E NOV 2 8 2017 Southold Town Board of Trustees Joh !e®e Environmental Consulting Services To whom it may concern; Please be advised that we have authorized the firm of J.M.O. Environmental Consulting Services to act as our agent on our behalf in applying for certain approvals through your agency and others involved with this project. J.M.O. Consulting Services has been retained to coordinate all approvals necessary through your and other involved agencies, as well as our architect, engineer and contractors. We request that all communications, correspondences, notices, approvals and calls be addressed directly to the offices of J.M.O. Environmental Consulting Services. Signature C Dated / E C E VE NOV 2 8 2017 Southold Town Board of Trustpes Phone (631) 653-0607 • Fox (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447