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HomeMy WebLinkAboutTR-8042 ,„ iii John M. Bredemeyer III, President °�� SO//45,0 Town Hall Annex Michael J. Domino,Vice-President 0� ~O l0 ` 54375 Route 25 Ji[ P.O. Box 1179 Glenn Goldsmith ; N Southold, New York 11971 A.Nicholas Krupski G �, ,c► i0 Telephone(631) 765-1892 Charles J. Sanders `;-(f'COUN� � •0�� Fax(631) 765-6641 oorst BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 17, 2016 Glenn E. Just J.M.O. Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 RE: FISHERS ISLAND YACHT CLUB CENTRAL AVENUE, FISHERS ISLAND SCTM#: 1000-10-1-9 & 1000-9-2-13.1 Dear Mr. Just: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 17, 2016: RESOLVED that the Southold Town Board of Trustees grants the Last One-Year Extension to Wetland Permit#8042, as issued on February 20, 2013, and Coastal Erosion Permit#8042C, as issued on February 20, 2013; and BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#8042 and Coastal Erosion Permit #8042C to modify the proposed sanitary system by installing a sealed/water tight pump chamber with a fence enclosure located adjacent to the Yacht Club building, approximately 210' landward of West Harbor; and to revise the conventional leaching pool system to a "Vertical Flow Vegetative Gravel Filter” system installed landward of Trustees jurisdiction, and as indicated on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC received January 29, 2016, and stamped approved on February 17, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, AA, 6.04,2,747 John M. Bredemeyer III President, Board of Trustees JMB:dd • 4'71) 1. 1 CJ'/IE' JAN 29 2016 Sou;tivld Town Board of Trustees Architecture Engineering Planning FISHERS ISLAND YACHT CLUB Land Surveying Environmental 1317 CENTRAL AV E N U E Services FISHERS ISLAND, NY 06390 ALTERNATIVE SEPTIC SYSTEM DESIGN 1.7 AL r,r •.01 ° �.: Y i 4 ,4.N, aw January 25, 2016 CME Associates Engineering,Land Surveying,&Architecture,PLLC. t. 860.928.7848 ® www.cmeengineering.com * 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence.In All We Do. • QUALITY CONTROL CERTIFICATION TEST NAME DATA IENGI_DATAWVer.M ONN1 (3 GROUP REVIEWED DATE 1.)NT R.STRWSE P.E.LS -MAY 8.2011 IMEND J SEASONAL WATER USE(MAY-OCTOBER) PROVIDE 2000 GALLON SEPTIC TANK-INLET NW..15.5 J ' 0"-6'TOPSOIL PER WATER COMPANY METER READINGS AVERAGE DAILY FLOW=750 GPO -OUTLET INV.=15.0 �� Fumy8'-48'SANDY SUBSOIL PFR HFN TH CODE PROVIDE DISTRIBLMON BOK -INLET INV=160 FF FIRST FLOOR • C d 01.0111.1.74 46'-10.5'4EOOM SAND($P) RECREATIONAL USE- MARNA=10 CAO/BOAT SUP(NO FOOD SERVICE) -OUTLET INV=1581 ELEV ELEVATION 4 d d E E IED 10.5'-1Y SAND WITH SOME BOULDERS PER YACHT CLUB- TOTAL BOAT SLIPS=87-(AMBULANCE BOAT&6 YACHT CLUB PROVIDE CREATED WETLANDS TREATMENT AREA F', .'� litt�` d ZO cmoi E WATER AT le-ELEV.1,77 BOATS USED FOR SAILING REQUIRED AREA 0.48 SF/GAL K 975=473 SF SF SQUARE FEET '0 C R' c' SF TOTAL EMPLOYEES=5 LESSONS).80 PROVIDE 20'3PROVIDE AN RINFILTRATOR QUICK 484.STANDARD UNITS - liter �.11 ' C r ~ `o2.)BY:R.STROUSE P E.,LS -SEPTEMBER 24,2015 SNUNG CLASSES=t5 SNDENTS PER DAY -16-- EXISTING CONTOUFS OI u BOTTOM OF WETLANDS AT EL 12(SEE DETAIL) M PROPOSED CONTOURS IN E % Q q o SET TIMER i0 RUN FOR S 5 MINUTES EVERY JO MINUTES 0'-12'TOPSOIL. 80 BOAT SLIPS O 10 CPD BOD CPO TO DISCHARGE Zo GALLONS PER CYCLE y xw 5 EMPLOYEES•5 GPO = 25 GPD ROW TO DRIP DISPERSION NOT WITHIN WETLANDS AREA QBUILDING SETBACK LINE ` (/Jr, 12'-24'SANDY SUBSOIL $q u ' 24'-14'FINE TO MED SAND POORLY GRADED(SP) 15 SHOWERS•5 GPO 75 GPD 3J GPM PROPOSED SIU FENCE �( F Q 11 WET SMD AT 12'-ELEV.3'3 15 STUDENTS•5 GPO - 75 GPO TOTAL ROW = 875 GPO PROVIDE DRIP DISPOSAL SYSTEM PROPOSED UNITS OF CLEARING 4 m U 1 o L. Unified Soil"Classification(USC)System(from ASTM 0-2487) APPUCATION RATE= 1.5 GPD/SF=975/1 5=650 SF REQUIRED REOURED-975/1 5 GPO/LF=650 Li J2J INVERT ELEVATION SI TE U C Major Division Coarse-Grained Sals,Clean Sand. PROVIDE 650 IF OF DRIP TUBING Q t' [ Group Symbol:SP,Poorly graded Sand. SITE 7" 5b J NOES,USDA Sal Clasuficatiam Carver and Plymouth sande,graded 0 to 85 21 07.p R� 41N/ TEST HOLE Z X a, N/F \ MEN-1 TLVLET,1 SINN,1 SHOWER,2 URINALS1111P• `EST a FISHERS ISLAND ELECTRIC CORPORATION WOMEN-2 TOILETS.1 SINK,1 SHOWER u A RBOp W y ED S 1.00E ACRES \\ / fF1I�L T� 0 C SCTM 1000-010-1-2 • SINGLE FAMILY RESIDENCE • I MUNICIPAL WATER . ExISTMc ON SITE SEPTIC SYSTEM SEPnc J 730 CENTRAL AVER E SINGLE FAMILY RESIDENCE \ / \ , n MUNICIPAL WATER \ / VACANT LAND ' ON SITE SEPTIC SYSTEM / •,� • , , R S INCE \ , , 2,, '''''.,t,...... . �� \ ORME WIDTH°F DISTURBED / REAL ESTATE OFFICE& \ V PORTION OF ROAUMY SHALL LOCATION MAP SCALE 1==400' • \ BE E II MC CED WITH A / RESIDENCE .A .,=A TYRE B MICRO-SURFACING MUNICIPAL WATER / SINGLE FAMILY RESIDENCE ' / __ 4,� ON SITE SEPTIC SYSTEM \ PROVIDE'FERC-RITE CRP UNDISTURBED MUNICIPAL WATER - _ _ _ \\ \ 650 IP TUBING 1RAI4STIOR AS REQUIRED ON SITE SEPTIC SYSTEM / UNE TABLE / / lG\ 7 •' ALI RRASTA/Li1AMA AS TERIALS AND \ BENCHMARK: MAG NAIL UNE BEARING LENGTH �/ / / BY THE MANUFACTURER \ ELEVATION.. 17.11' / LI N9040'O4"E 175.01' / / _- X78 \ %� INSTALL 14'BELOW GRADE Is S5T20'00'W 40 BO' PROPOSED EASEMENT 6'WATER MAIN MFA-S.760* \ Oh5 y'` ��J'\ \ - (APPROx LOCATION) / ROx wLA LI S2057'DO TA 4200' / /// N/F ALLOW MANSION S% �/i (RIgpypE yIIQUT / ENSONG WATER CONTACT WATER DE ACE PPPROX LOCATION) / ,,fit GOOSE ISLAND mu IFACMIOO **) i ,A /xx �1P i/ice/�i�7 vm x �Yea) BEFORE THe s.ART or coNSTRvcrloN CORPORATION w / SERVICE STATION i'i•/ (SFE DUAL W SHEET Z) II________--- / W / /� `✓ / i� i i / \ \ MUNICIPAL WATER 8 (./l I r G// �i/�,� `U / \N. / "-" zso_ - EN ` �4i5 / ON SITE SEPTIC SYSTEM ., SIN 4\ 6 \47,7,..... D \• TR4�A/ W `V� 0/"-o,,,__________LA J 6 , 1\\/ W \ On. // O/rr S 0`b Z;�u gfb�15/ I 0 \\\\\\`�J '•.•� \ SBl'17'10'W ' PARKING •4 MSTONE E TH \�� '',,..>-< % W N N r1 ��� 5 81"11'10' M. \ . \ E JG \ •E HT 2+T ----IF \ 5649' COSTING HEDGE ROW \ CONCRETE WA /J0� JET /�IP • f. m _ /`6.� / / STD REMAIN IlIg13T11q® i�\ P a :'' eO° PAVED N/F s D / Ati 6 PROVIDE 18•MIN. N \ ti W`W W _/4 OJStf. a�/ ORVE FISHERS ISLAND PSTTONE.KINJ -.4°,'''< CONSTRUCTOR \ / °T/ 4� A /A ` SEPARATION 6rfeSERVICELy�. -/ ° o DEVELOPMENT CORP 0 •F� FNTIWMLTi 1"/ _ S / TBT �b Ips it \w EXISTING WATER SERVICE h y N (SEE DETNU,�6-___,......V1: '\ /� / I TOWN R%M OF WAY UNE OWN \ w(APPIRO% LOCATION / d A Z ' ''-,\1__ U\ -- ,`1B� /4 4*• /Aw00/T S �111I'I' W000 PICKET 0 -NS���• /014 ST �\V `-B• /� LAWN OF``\\``N. INSPRO UNE CORM 000M S iY STONE O U Q O m s t A. /�' /x 6" N F \ J•/ a V / I -/� / SAWCUf 1 ' PENELOPE C FENCE I1Nd UNDISTURBED N: 3552.�• ° aN / CORc \ \ W4`�'47. PARKING o 4 } i Et PIVYYIOE le'MN. W 739.04 3 lJl AMP �`6. / r 6_ (TIID1M WIRES) // SEPARATION AT j / / SHARP PA ERSO• / •,�•�'� r' w z / WATER MAIN ry _ SINGLE FAMILY RESIDENCE ......---)147 A �• /- �i�l!X' ®:_ \ d ,-,- /�/ .Tel I\ I MUNICIPAL WATER POLE '(•� . �`+ / /,J' i•�i/ w a Z n g e F. / / ON SITE SEPTIC SYSTEM V I �,A, •N•I Cr / Ei3! � -• - o_ W /• M1T-/% // / •/ N 2OSYOD'E ? •s / % / % III ,.`er�e STONE �] ,STT -�-- �" {P TOWN Uma VACANT LAND I / 70.00' •, it' X 06 ss /^=.Y .2 c a a WAY NNE DV) 1 / / z , a'M1 cY / -y'/� AMBULANCE 'F. U f/') ^rc (� `t9•30° x0 ,' \ LAWN�i� /���w BOAT <L • ��Y \KN d! '/ LL -2 S /' F TEE PROPOSED VEGETATED ( / EWING LEACHING POOL TO BE PUMPED DECN ]13S -- // MECMGIAATING RLTER / F NEEDED ALIO FILLED'NII SAND re.�� /LEY. 5 �',�/�^"� W)WFC "tom; ,; K O U1 ' N:J507 70 AND DRP DISPERSAL SYSTEM 115 OF SLOPEANO YIEnAIm ' 0 .♦ \ \,� 5'3>�7 Or°,- * _~"..., �$ 0 DOCK m n`) FAL 10 MEET SCDHS IXPECTATKN$ ��/ W 1248 84 BE INSTALLEDROI LEACHING ED DIRECTLY POOLS%MIL I / �mleuLiNO•AACE a A i� �,�- z.' �( FLAGPOLE i�,, • ...- SURVEY CLOSING LITE =. vii W "12/ / -,1 .. _ jV% N�SI'SB'W 360.67' // PROVIDE A VALVE AS SHOWN //Ill THE SEPTIC TANK //� _ _i /�� O��,�A- iii, ,/ /jp,Z // l/ ol;-`Y!:r `r'Y•;• ,, ,. yPe (Nor A DEED OR PROPERTY UNE) N / COWIN II'' /21/,/,/ - __ _- - / ‘0,,,......-. �'q�•4.coIF',' [•y • MLR�N .T//,/ ';//// - - - - - - - - - --- ELECCTENRIL EASEMENT PROVIDE E-DIE M1B2-93‘4,...s.741-.',C ����'4•!ii. �.: cAV, 6 SLIPS FOR 1' / NUOUS UNE OF PUMPING STATION ��_ + "YACHT CLUB .f / ,/ APRaaATE MIN CONTROL PANEL ALIO ALARM u .BOATS USED FOR ' ///// � NON MIEN(SAI PLT FENNCE(31 LE)ESTAa15H As TO BE LOCATED ON BUILDIBIG ���" o SAILING CLASSES PROVIDE POSSIBLE4ADDITIONAL FUTURE USE FOR ADJACENT FOR _ / j// // / / LAIIS OF CLEARING,GRADNG (DEC As 00Ca&IOI0W en ••::' 4.+A' • (77-B2) • PROPERIES M OBECTED m TME ENGNEOL ANY DEVELOPED PARCEL /%/ // /'- IPPA01•AAIE MFM AND CROUIO DISTURBANCE MANUFACTURER TOTAL LOIOTM DF CORPORA RPE=1.35D'z /// I 11a LAE(RIR WEST S T H A R B 0 R PROVIDE WOOD FENCE AS • b ` 0/F 0005E WIND CORPORATOR PROPOSED SEPM 15 N/I PENEIDPE C SHARP SERVICED BY MUNICIPAL A/ I DIRECTED BY OWNER ®' N/F THOMAS W CASHEL JR. SEPTET AND M ON SITE // .e (Lt a, WE BAG.LEY RPD SEPTIC SYSTEMA � 8 z O 18 18 IIE�B�I{LY t� \ ONE��• 1,)'PLAN MADE FOR FISHERS ISLAND FARMS,INC.SHOWING PROPERTY TO BE CONVEYED 1)THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED - RN OIfT=15.8 _4' TO FISHERS ISLAND YACHT CLUB,INC.:AT FISHERS ISLAND,NEW YORK"SCALE:1'=40 FT,; HEREON.ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO = TO SEPTIC TNIN PROTOE DISTRIBUTION BOB --- BUIL➢ )6 I (SED Elmo BUILDING----.-_- )6 JUNE 1952,CHANDLER&PALMER ENGR'S. NORWICH.CONNECTICUT BENCAcEu TINE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE NV N=18.0' "--- PROVIDE WOOD 2)'PLM SHOWING EASEMENT FOR FISHERS ISLAND ELECTRIC CORP ON LAND OF FISHERS C k' C - COSTING FENCE AS DIRECTED ISLAND YACHT CLUB,INC.'FISHERS ISLAND,NEW YORK;SCALE 1'=40 FT CHANDLER A 2.)IT B A VIOLATION OF THE STATE EDUCATOR LAW FOR MY PERSON,UNLESS 3 2 - CRAOE r DARNER PALMER ENGR'S,NORWICH,CONN.;MARCH 1962. ANN UNC ATHY.E DIRECTION OF A LICENSED LAND SURVEYOR,TO ALTER AN 14 APPROX.LOCATION OF EXISTING \ )4 31'SURVEY MAP PREPARED FOR FISHERS ISLAND YACHT CLUB CENTRAL AVENUE,FISHERS 3.)ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S g - WATER SERVICE VEINEY LOCATION N r \ ISLAND,NEW YORK'SCALE:1'=30'DATE:OR/10/2007 SHEET I OF 1,BY CAE 3.)SIGILATURE MD N ORIGNAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF ELEVATION PROR TO CONSTRUCTON ASSOCMTES ENGINEERING.LAND SURVEYING&ARCHITECTURE NIL rr•f 2n0A8VO THE LINO SURVEYOR. _ 12" It BR _ 12 F' A =j A; I{.� A"1 4.)COORDINATE DISTANCES ME MEASURED FROM U 5 COAST AND GEODETIC Q V AP P ROV` s••'T�J \ A<' '4� Ly y,i ��•+, )r SURVEY TRIANGULATION STATION IRDS- Q y ry O \ 5)SITE IS N THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK TAX MAP 1000, O ' APPROX.1,0091100 K CASTOR 1 0 �A I SECTION 010.BLOCK 1,LOT 9 AND SECTION 010,BLOCK 1,LOT 2. BOARD �/(� S PROVIDE Y co 11 HDPE a-WATER SERVICE VETE]'LOG110N• N. �'` g ry �I OF 1'\UMTE ES SANITARY FORCE MYN Vi ElEVAION PRTg110 CONBIRUCIKMI \ .'PK )I 7I TOTAL AREA D603 ACRES(26.,403 Ser m ry LL o V ¢ Pi ry �.yN 9MV=6B2' n 7)SITE IS LOCATED IN R-60 @ M-II ZONES. p m = \ PROVIOE E-DIE DH152-0.1 8 L. J A N 2 9 I' ' W W z Y - ��(/�) a RAW STATCN-^1 PVC MECTKR 2 I V 8.)BASE FOR LEVELS:NSVD 88. a N + CfSOUTHOU)-mow INV OUT.5,02 9.)NOTIFY FISHERS ISLAND U11UTY COMPANY FOR MARK XXI PRIOR TO START a� m o o u 6 OF CONSTRUCTOR. DATE. OCT 29, 2015 WITHIN NO JOINTS II WATER M O'O iWATER SERVICE`...1 10.)ALL CONSTRUCTION SHALL CONFORM TO ALL APPUCABLE FEDERAL STATE, /.w) TIN N-4.O1' __• R MUNICIPAL CODES. SCALE. 1" = 30' ����"""" 4 PRO 4 WATEU'IED SC.•1MIU'd IL,:�C I� II.)THERE ARE NO DOMESTIC WELLS WITHIN 150 R.OF THE PROPOSED ET EFAp 1( I'7 �� �DU WHIGHEST ATER 0 IAM FAMWA&.IgiNi71AG.5196 RDS FOR APPROVAL LEACHING FIELD. PROJECT #2006822 �/�DD ` ( HOR 1"-30' klVf1A1NY1 ntl ikFllYk VERT 1'=3' 0.1:55'3AND CON WILL A �,.,.c. - - - _- _ - _ - - _ - - �0.24 PROP THERE ARE N�nONM DRAINS IN CENTRAL AVENUE IN THE AREA OF THE Al 5 a. 5 DISPOSAL SYSTEMS FOR AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE SHEET , 4,- / At/I�� PERMIT TO CONSTRUCT 1 OF 5 U /I'r r a u JO AR JD • /iii 4+00 11 N00 2+00 1+00 0+00 APPLICANT GRAPH® T v w • c CI- V I _---\ :=. i ` H w I / W L m .,...(c. st.....s., la 41 ///7, ♦ OI v —7 --'-----°-----Q----\\--4 : of U ,3,,,, I/ ;: yyy \\_ / `� \ t / '\ \ Q � it 2, --.----7—— '., ... / / \ _� N p000'00"W MISTING WATER SERVICE 111 0 N m \ , ea __—/� ---\ Ay 1985' / off/ (APPRO% LOCATION) V C 7:- Li: �� '/ 4 / a� MI N:3552.00 �\ , .• I 'y LI `�, /� \ i+ PROVIDE E-ONE UI15f-9] ki,.. / / / \ O� pRo.POE 1000 ^ \\,1 W 739.04 off, INKAPINcamai vTMAnEt�un AuxY V / LY�R / ‘9\77 ro eE wGTm a"Ty"' • / '/ / N.DEUX)i REONUE FLOW YETFTt T / uNIUF/�iCNRECOWEIOEO BY / // 1 ON FORCE MAIN ..,,Pc, \�,,,. p4vERstoNE / % PaoE1ce vERc-m2 aNP / _ - ,,\/ .,,, wu. / USPERSAL Sw51EM „ / , M" t / / INSTNUINNI ALL AS RFAURED \\\\ PROVIDE W000 FENCE MIS / / / / 9YTIELI i i / !'NI'P'OS \ pREC1ED BY OWNER ISi.�� � \ •,, ,� �4/ # Q INSTNl 1�'BFIDW WME i /wf m� 40.��_ RRIWNIROLS i�:iV�` ��;� t���/ iLOW 4ETER � OCRIIG R1YpROvIOE�P 1 NSTAu.ORARY POLE SUPPORT �j[L'^ ` \I '/� `�4i M�OCRALIUCUNR (C LEACH I G RIM R ELSE K COJ'IIIIII �A / 4�} // / _ / Exlm+G LucNNG InaL ro eE wYPEo ae/// // IF NEEDED AND Run)WMM SW FA� '` �L,M'PROPOSED EASEMENT N 285]'00'E plpCRIIROL ?_MG-e,MOS I.F.ro �_ / )0 GU PMEL FOR PUMIT •N1DYI]OR E%PANSION ;�Iu / / i/'/'/ t/ AIO ALAIRIA`LFMHIC NEASSjIb /ARO ADOMONAL �'mr:�/� Ji 1'pyO \ • • \ `I �/ xeMV 0 `` 'wYP aIN6ER / • \ EL°v s.5 ` m//�I PROVDE REL4R TICAL � I / .. •/ y y ' \ U AND q0 DISPERSAL 9T5fEY //....-- H �e AO \w\ ` \ / \ FNL TEN LFACMNG PONS IONS IX o EL. MFA � / ' 20001 --- IC` / / / --- AIII1 I = jyO_/ `\ 9E M6TN1ID NID RRD ORECILY PROADE�� � a GALLON SEPTIC TANK iro ME SEI'lIC TAN( ro¢.II.n OIRECTEO / / SEE OETe , \\ , a U a W\ / \ PIEONpE{'WLYE AS SHOWN FENCE ASRY OWNER / Oisa ( / 4 / _ ` \ -- I,I / 0 LL <J %/ _ __�. Mown IH•POLYEON IRARS. 5 _ , - . :s. V o Q ?p U \ SEFFIYUrn RfSER COVERS.AM ( //// 561/ ± _ \ \ O� ����std Z �N N PRP/OE / i _ // \\ ���''' D +sac +wa' R// / / — — — — — _ ` \ ��� — ,•�/,M 2 n N 0 \ / // wRx Ac TO GRAN [1 // / / aN Ea uNE o< °4q s .. �II� N i / V t A/ EIECIRK EASENENi \ % O ,/.� 'de- V) : p 0;6531 ----- PROVOE A CONTIN10U5 UNE OF \ �W. a'I/�,,. V) n PROaOE // /' / / / SILT FENCE(]I LF.)ESTMUSH AS 4< 414110\ I e#. ., ENIRmicE 16__ // \ // / fw50 ——— — —. / W O OF CLEWING DISTwaAMlE • -. J`he�Il. In W (SEE OETNL) / II I \t / J W� 1. PRPINE S„. FROM( IIDOIIwirt AT Q ,5'F // FROTH MEM) WATER YIITI / N: 3542.84 \ _ / z i g W 1169.03 / .../..---"' o y� t"' PRONOE ELECTRIC SERVCE // N f I / t�/ METER AS REOURED R1'FlCC VV.' ' Y // / aLI t111LLLsss (�— JA N 29Th6 ¢ s • • a OF TRUSTEES - m _ W W o1.Y Board of Trustees DATE. OCT 29, 2015 SCALE. 1" = 10' DM QUALITY CONTROL CERTIFICATION crow REVIEWED GTE PROJECT '2006822 FF ' - ' � +o s a o SHEET iaimi WORIIIIMM GRAPHIC SCALE N FEET '2 OF 5 • • MI PLC / DOLFA GASKET.LO.NOPE -I Ti Lao TMA�L CAP CLFNlOUi W. R'K6•MONO. ACCESS WAY VENT tort"+". Rom -- CURVE C s- PEA I.SCREW-011 w tii Aw�muLNr aaa EOM SPD PUMP PERFORMANCE ,'PVD pqP STRAIN RELIEF CORD er•taI ---.1.--... w ;f+N: '� 1.725,RPM iTo m$ E NO LN07s. MPOSAL CONNECTOR DUAL WALL.CORRUGATEDu rEtRldMfS aM �.• -� PaWERorn c�Tw w/�auE .�I_; �� NOPE ACCesswer `:\\\%� �1��t a//-' m _.- -_-_ -a �'� � TRNAENTIw ill U- c E•Ar PAo MRaPA SCRUF Vl3§.SaD. N6 rr. h°' E/orE EDUAL I zER ii ; ^ w�KZA..ssrs M.ala>Msws ,� yg l' yya8] ELECTRICALoDISCONVECT � hEMill'V"' F Mr i 3"' NI � US 1gyNARGE 1 1/1FPiaER - Q 61IQ INET,GRCAM ` 1. (]W 55) _,1�1�~ ucttjr \ , - , -- - 5i _ -(ENTN �/ QUICK DISCONNECT ASSY DUST COVER SUPPLIED F=1_11 ,._,..._I SUITABLE SHIPMENT MOT II \ 01 5.5) ear R ° -....I� CO (A > V SUITABLE FOR BURIAL) I■ 1 a�� ' ss CAsr BAu VALVE ^S 1 - 1_ IOC�' W OI �., .�_� " = - =��e;; _ gypSrtI ' TR.- I_I I I/1'OSCNAROE LITE I M w �����___ V J ITILLT —� f SYSTEM lista, I-- IC 5S) C I� lei •_ -- ra iimmoism Imolmilmmum �� 1•PERroanreD nvE m DMP - k asvasAL 11111 me l 1/� mu— ......:2;,,,,..,,,,,,, o ....■s o --I 1 PWv ]LS L "I'.� r/{�,I.I INDitYL HIXJ VALVE u _....II_ w TL F 9TAMN1 t • - AKK� — o GN I e CFF, '�• ��i F7 a. ]I - -_ _ -_ • [o �M s _����� _ w wc -- pc :17'1 . -, A.-., it J\ft -- �]"m � —� NAL ETAKK ' BATE I �eaienl6 �,�, e _ . _ ' 1/2.1501 GALLONLCAPACKNE55 ' k,,,,.. . . 120 \ CAPACITY r W/TIRTALRO SEMI-POSITIVE DISPLACEMENT TYPE MAP • a5cx ac PPE QV ., ..."AEq/a P�'iPF(sAVM�1 TS_�,®, I Ta N., �—1 I EACH DIRECTLY DRIVEN BY A I HP MOTOR PROVIDE CONCRETE ACAo -- � e r — • PLANTING SCHEDULE BALLAST AS REQUIRED BY M 1°° Tansy) " ' c,w..2A 16).uw 6 IATAJVS IA.0.6 MANUFACTURER'S INSTRUCTIONS OTY BOTANICAL NAME COMMON NAME Tse ne szz Rv r F.." _L66 1 ASCLEPAS INCARNATA SWAMP MILKWEED PUMPING STATION E-ONE MODEL DH152-93 LOBELIA GROINAUS GRUI FLOWER NOT TO SCALE NA IlEbibil ATNC� 1�1��' SAGIRM LA /JTTFOW COMMON ARROWHEAD NOT TO SCALE 1 XOSTA HOSTAS SAW CUT EXISTING PAVEMENT(TVP) NOTES: TYPE II MCRO-SURFACE OVERLAY 1.ALL RIGID AND F/EXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE (TO BE APPLIED TO ENTRE ROADWAY MOM) TO ALLOW THE PIPES TO DRAIN. 1/2"SUPPLY&RETURN MANIFOLD 1.S"(MIN)TOP COURSE PAVEMENT LOCKING CAWING 2 THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON LOCATED ABOVE DRIP TUBING TO PERC-RITE DRIP TURING 2.5"(MIN)BINDER COURSE PAVEMENT To peme THE SUPPLY MID RETURN LINE FOR EACH ZONE. ALLOW MANIFOLDS TO DRAIN � 3.EACH ZONE TO HAVE TWO AIR RELEASE VALVES. AIR RELEASE VALVES WITH DIETING ASRSNRBEO PAVEMENT %%I//I/ m ISI . uMCE6 1,RETURN LINES TO BE CONNECTED TO A COMMON RETURN UNE. COVERS TO GRADE (UNKNOWN THIOINESS) �6. \VI & ENOCAP Ton OUP TUBING COVER SHALL Ml VALVEBO%WRH1/]MIN N. 2 NAL 'I `�- VERTICALSUPPLY& LIGHCOOUL90N%hiEXISTINGGRADE} AIR RELEASE CHECK VALVE \/'/�/• %\% = o 1 COLD CLIMATE \ \ VALVES NEEDED FOR NOTES) ® GRAVEL SUBBASE `//`//y//`�. ,,/////6/ O V < Q R taw= MUDS MULTIPLE ZONE 11•DEPTH SUITABLE NATIVE MATERIAL �/•\�5L4yA /� a 1 W SYSTEM ONLY BACNEILL COAPICTED TO t5[ Go'O1w..O. �/%6 O Rd' IYPICM MCTRIRIITITIN MX 'AL1 '_ 5. �' NA%INUM DRV DENSITY \\�/`/, TRENCH WIDTH \\/\ U�W Q 1-O 0 NOTTO 6aWE 1 RE URN At< Z °n II—1'VI �MANIFOLD I. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW CUT TON K J IjN V DRB'DISPERSAL TUBING TO BE PLOWED INTO BE PERPENDICULAR TO THE EXISTING SURFACE d to SUPPLY IIllt MAIN SUPPLY& EXISTING GRADE AT A DEPM CF 11" U N fy 2000 GALLON TWO COMPARTMENT H-24 MANIFOLD �''_ COMMON RETURN FOLLOWING CONTOUR 2. REMOVE&DEPOSE OF ENTIRE WITH OF PAVEMENT OFF-SITE. 4 -' UT '— SEPTIC TANK lir ...%%4L ��� y�// LINESLOCATEDND m \I', BELOW UNEFROSTLCATE3. CLEAN JOINT WITH COMPRESSED AM HAVING A MINIMUM RATED VI n 4 �. CAPACITY OF PD PSI m n Z 1/2" I'RETURN A APPLY TACK COAT TO THE SAW CUT EDGE AND AUTON ME aal Lai 0 0�1 I I' -I I"SUPPLY RETURN ( ) EDGE WITH THE PROPOSED EDGE.(MC-T0 PRIME COAT)0 A = V r- E_ --- f-3 —� 1 (TVP) I/2"SUPPLY GL/ST L f 1 PERC-RITE FIELD(20'x 65') - TYPICAL MANIFOLD CONNECTION Kele:All PROD-BIER mmPmleTLts s1e11&e a9hinea (NOT TO SCALE) TYPICAL CROSS SFCTION FOR MATCHINE( EXISTING PAVEMENT AT TRENCH (NOT TO SCALE) from OMon,Inc,Gloucester,MA.,9)1-213.1322 Y E.� NOT TO SCALE / C—_- I v . [7...7 .1 4 • j',al •FZ: III b IIII P ---,1 1_'-_ - !f_-)/ g j 1 L- ii J O`"- O 6 •• A_ --- _i_ - JAN 2 9 LI;IJ PINTAX 221.PODIUM MERE INFILTRATOR WATER TECHNOLOGIES i "- r --I i----1RD.CODER 2.20 DO-LOKsurEw 062066. 1 QUICK4 PLUS STANDARD CHAMBER w r_ _1 PRODUCT SPECIFICATIONS Ste_: l o=:1 B n TOP VIEW (NOT TO SCALE) of _����� ' Boanl Trustees VARIESROANE•0)92235E OF�B T--IIDDD LEVEL 17:41111_ N.i: A manor,OTF-6116 p i t ..o o...o_.o'er"o..a...o.-.o� INSPECTION PORT v�\\\/�\O\�: ./.. ".1�/�/�//�/r�/:\: P.EMw < 2"dlam. CIUICK4 PLUS ALL-IN-ONE 12 END CAP MN `? _ `� ME -Ij' CDD E e) M' `S MATERML'MNE a 1. � _ C - \ fP o o a .tl: ;�. r p DD.._D..o" D .o....D....o fk _ AIIIIMI�/. m �I c 8 0 n ILI INSPECTION PORT IDI `� \� c r t ► PRESSURIZED PIPE DRILL Mx �/ u o x 53 4"diem. Ia �� a 8 0 POINTS LOCATIONS d i/ � DATE. OCT 29, 2015 SIDE VIEW END VIEW (2 PLACES) TIM.sono) Li :n OF w"mY °' 48„ 1 8" TRENO-H sECTnM FDR SCALE. NOT TO SCALE SANRARO SEEWER FDRCF 1UUN5 (EFFECTIVE LENGTH) 1 �'�•��u�l ��u� W� PROJECT #2006822 QUALITY CONTROL CERTIFICATION T DESIGN NOTES. . `ar.SJI EtGilil giii.0'=E- T 1 u��r1ty'_11 ALL JOINTS ARE SEALED WITH BUM RUBBER SEALANT 0_ a VT`T F'`';:J;,7•F'I•z!:^;�!",•;!� iir I _ 1 2 JI I�L,,1�1� 1 3 i7�'II II NULLS es in Cram POINTER an Br wA At 011 luau onttaimoR SHEET CROUP RENEWED DATE 2 ALL INLETS AND OUTLETS HAVE WATER TDM STATE MPROVED SEALS •11i,/ rr )rr1f!.;1`• rr - R 3 AVAILABLE OUTLET FILTER SHOWN ' I :'{I 1 I 1 -1�I'.-�`:: I ftiµ CUSHION SNM1 CONFORM TO NEW vena,STATE 3 OF 5 A CONCRETECONERSTHTASN 01 PST I '1(�i�1'�il��i�l'i'I��i�l=�1{'^�4'•�•,I t 34" --1 t---33'I 1 8" INVERT -.. TwI m - 5 O L AM 5000EQUI ES MS AT 21 BAYS r u 6 MEETS X-20 A-Rl DE 60 ow 7 REBUt.ASTM A-615 GRADE BO GENERAL CONSTRUCTION NOTES: NOTE:THE DRIP TUBING SHALL BE THE LOWEST RETURN MANIFOLD J POINT TO ALLOW FOR DRAINAGE FROM BOTH THE 1 THE SYSTEM SHALL NOT BE INSTALLED IN WET OR FROZEN SOILS- SUPPLY MANIFOLD VERTICAL INSULATED SUPPLY AND RETURN PIPES AIR RELEASE �a TO BE LOCATED ABOVE 2. DO NOT PARK, DRIVE LARGE EQUIPMENT.OR STORE MATERIALS ON THE DISPERSAL AREA. NO ACTIVITY SHOULD OCCUR ON THE DISPERSAL 1/2'PIPING TO BE VALVE DRIP TUBING TO ALLOW C AREA OTHER THAN THE MINIMUM REQUIRED TO INSTALL THE SYSTEM. THE MANIFOLD TO DRAIN aj B, 3. ALL INSTALLATION AND CONSTRUCTION TECHNIQUES SHALL CONFORM TO THE STATE AND LOCAL CODES PERTAINING TO ON-SITE WASTEWATER TUBING TO ALLOTED W THE PRESSURIZED 4�+ TM 8 SYSTEMS AND THE PERMIT FOR THE SITE MANIFOLD TO DRAIN • DRIP TUBING , PVC PRIMED TREADED CONNECTION WITH C x 14;.6 m 4. IF SITE CONDITIONS ARE DETERMINED TO REQUIRE THE INSTALLATION OF THE SYSTEM TO DEVIATE FROM THE DESIGN PLANS,ALL WORK SHALL •• �l CHECK VALVE FOR V ♦E O AND GLUED TEFLON TAPE To« U v ��• •VT:, V MULTIPLE ZONE STOP IMMEDIATELY AND THE DESIGNER AND INSPECTOR SHALL BE NOTIFIED.ANY ONGOING WORK SHALL BE THE SOLE RESPONSIBILITY OF THE ,� ✓ P _ C CONTRACTOR. L ' ' SYSTEMS ONLY C VERTICAL INSULATED 4.1 41. 4 '�• AIR RFI EASE ✓ �� .� �I'�III ILII EE E a 5. DRIP TUBING MAY BE INSTALLED WITH A VIBRATORY PLOW,A STATIC PLOW,A NARROW TRENCHER (< 6"WIDE), BY HAND TRENCHING, OR BY RETURN PIPE \ ►'•. • , • •♦✓� "/ __ N a yy SCARIFYING THE SURFACE AND BEDDING THE DRIP TUBING IN CLEAN SAND MEETING THE REQUIREMENTS FOR FILL MATERIAL IN THE STATE (PER COLD CLIMATE N.,„,,,,,40.1.6, ..... .. � VALVE •+J'' li7 3w .E+ ♦ ♦,, ♦ VERTICAL INSULATED REX PIPE DRIPW" CODE.FOR SAND FILL SYSTEMS, COVER CONSISTING OF 2"OF THE SAME SAND AND THEN TOPSOIL MEETING THE APPROVED DEPTH NOTES) , REQUIREMENT SHALL BE PROVIDED ,I'`�_ FINISH GRADE ,���° / RETURN PIPE TUBING 1-1.1. ��`�'�� . �/ (PER COW CURATE ADAPTER FITTING BARBED RAM a plyp` ; 6 ALL DRIP TUBING IS TO BE INSTALLED PARALLEL TO THE CONTOUR ` A_' 7 AIR RELEASE VALVES SHALL BE PLACED BELOW THE GROUND SURFACE IN AN INSULATED VALVE BOX BUT AT AN ELEVATION ABOVE THE HIGHEST 1/2"PVC RIGID `I (' NOTES) PVC FTP INSERT FITTING V C II i It DRIP LINE IN THAT PARTICULAR ZONE. `N� ♦ / COMMON RETURN PIPE y T 8 8 VEGETATIVE COVER MUST BE REPLACED FOR INSTALLATIONS WHERE IT IS REMOVED OR BURIED DURING INSTALLATION ♦ CONNECTING DRIP TUBING TO N 6 A„ 9 ALL CUTTING OF RIGID PVC PIPE, FLEXIBLE PVC,AND DRIP TUBING OF SIZE 2"OR SMALLER SHALL BE ACCOMPLISHED WITH PIPE CUTTERS NO IT PVC ZONE SUPPLY PIPE ` "' BELOW FROST LINE FLEXIBLE PVC PIPE Q 2 SAWING IS ALLOWED. BELOW FROST UNE DRIP TUBING I"PVC RIGID W N 10.ALL RIGID PVC PIPE, FLEXIBLE PVC PIPE AND DRIP TUBING SHALL HAVE THE ENDS COVERED WITH DUCT TAPE AFTER CUTTING TO PREVENT C CONSTRUCTION DEBRIS FROM ENTERING THE PIPESHALLPEOR DEFIST LA SE GN6"MIN 1/2'PVC FLEX („) N 11.PRIOR TO GLUING.ALL JOINTS SHALL BE INSPECTED FOR AND CLEARED OF ANY DEBRIS.ALL JOINTS SHALL BE CLEANED AND PRIMED WITH FOIL WRAP INSULATION Sl c PVC PRIMER PRIOR TO BEING GLUED. BE INSTALLED OVER TUBING FORCE MAIN INSTALLATION J 12.ALL PVC PIPE AND FITTINGS SHALL BE SCH 40. (PER COLD CURATE NOTES) DEPTH TO BE BELOW THE FROST USE 13.WHENEVER POSSIBLE,ALL FORCE MAINS SHALL BE TESTED FOR LEAKS PRIOR TO BEING BACK- FILLED BY PRESSURIZING THE SYSTEM AND OBSERVING FOR LEAKAGE STANDARD DRIP SYSTEM(SIDE FEED MANIFOLD) 14.1 14.THE HYDRAULIC UNIT SHALL BE PLACES ON TOP OF THE SEPTIC/TREATMENT TANK, PUMP CHAMBER, OR ON A BED OF 4'-6"THICK 3/4' (NOT TOSCALE) I GRAVEL IN A LOCATION WITHIN THE PUMP 15.IF STANDING WATER ISA PROBLEM IN OFM THE VICINITY OF THE HYDRAULIC UNIT,A SCREENED DRAIN TO DAYLIGHT IS REQUIRED 16.ELECTRICIAN TO PROVIDE SEPARATE CIRCUITS FOR THE PUMP AND CONTROLS/ALARM,OR AS REQUIRED BY STATE ANO LOCAL CODES 17 ALL CONDUIT ENTERING THE CONTROL PANEL SHALL BE SEALED AT BOTH ENDS TO PREVENT CONDENSATION OR GASES INSIDE THE PANEL kW V HYDRALAIC 1000 GALLON UNITPUMP CHAMBER T _ m I- FLUSH RETURN FROM HU _ -- -' IMA ZONE S)PPUES n 2 I SEPTIC TANK/ R.A. 6 , COMMON RETURN I / TREATMENT TANK PUMP SUPPLY TO I CHAMBER HYDRAULIC UNIT / _ OP ^ \_ice TYPICAL SYSTEM HYDRAULIC PROFILE I I (NOT TO SCALE) �l I - CO PRONE iIMO WETIANO ZONE(10 X 10') FIN40IS%ISAL ZONE QVX 65) xeE2 A.ASAM,MOM /-I N .91 GPI EMITTERS OC ALONG OUR 20.RUNS E OC (6 SRI EMITTERS 2'OC ALONG DRIP pp I Z y 1 it f t ie t a Q LINE LINE O Y 1 AIR RELEASE VALVES '- I ; I /.. • I I•' Q U ;O I E o a L N Q 3 • . I �O >'- z Z • 0 1 O I - Es• v3Wi a Q ^E) 0 • CHECK VALVES"._ ' Y 51 ...1 D WMR RETURN(1.50160) K hIV ZONE I SUPPLY OT SOH.) TONE 2 PIPPIY(1-SCH.) LL d N �N f- • n01 GRAVITY RATAN TO SEPTIC TANK(15 9131 40) m ISO : . • T j LL Z -PmP SUPMY II 5.50140) I,a - i-,. � -.7--7----: �.�� -�I �(i'�\ w W 0 l.a o Fh'..1 it ('_T . NPumP _ CHAMBER DESIGN NOTES ti' ^ L_ I ALL.10NRS SEALED WITH BUTYL RUBBER SAM 2 SENA. 2. AL INLETS AND OUR-SETS HAVE STATE-APPROCEO SEALS iI I J 4. CONCRETE STRENGTH95A` 0 PSI MN.28 DAYS ('� JAN 2 9 ,?,(,',6 t'' o Sc:::i o, icWln = B INSTALLATION INSTRUCTIONS D=TME DAILY DESIGN FLOW FOR THE SITE Board of Trustees o Al E (NOTE IF THIS VOLUME IS NOT AVAILABLE N 1. MEASURE THE DISTANCE FROM THE BOTTOM OF THE TANK TO 6.. MAXIMIZE STORAGE VOLUME IN TANK BY PLACING THE ALARM FLOAT AS _ DOWN FROM THE TOP OF THE RISER.CUT THE EXTENSION PIPE (BY CLOSE TO THE OUTLET ELEVATION AS POSSIBLE THEN PLACE PEAK ENABLE CONTROL UNIT PANEL MOUNTED 8 FLOAT HALF WAY BETWEEN THE ALARM AND DRIP ENABLE FLOATS • IN AN EXTERNALLY ACCESSIBLE , OTHERS)TO THE LENGTH NECESSARY TO REACH THIS HEIGHT CUT iii LOCATION 1/2 OF THE PIPE DOWN 12"TO 18"AWAY FROM THE TOP OF THE NT pm.•°, NI wu.. M RIGID FOAM INSULATION HYDRAULIC rc PIPE FOR PUMP DISCHARGE PIPE 12"TO 18'AWAY FROM THE TOP 0.0 14)4. UNIT CONDUIT TO PANEL 6 Ez OF THE PIPE FOR PUMP DISCHARGE PIPE AND ATTACH TO RISER. �e..AN"" ' N., ROY.0 ME.0, BY CONTRACTOR 2 GLUE THE EXTENSION COUPLING(BY OTHERS)TO THE EXTENSION .1_._11111. •` NO WEEP TTz. 4 , PIPE AND TO THE COOL GUIDE •...m+NM P IHI 1 1 TOLE TQ 2 _ 3. FOR RE-USE OF EXISTING CONCRETE PUMP CHAMBERS.GLUE ON (Rl Hca r-ill ��re ••"^ 11E ORIII FD \\_ THE COOL GUIDE FLAT CAP AND PLACE THE COOL GUIDE FIRMLY IN : ` I mEggi�1\?1 a _ THE BOTTOM OF THE TANK ATTACH THE EXTENSION TO THE RISER, I I _` RUSH RETURN TO I NIR"'. [ \JL\\ II, 0 -I�1�,•�•tlfSEPTIC TANK. GWITH RHE EX INNNEW TO CRE RISER, CH MBE ANCHORS AS SHOWN. (0AI(( 0°m""'I'"°I '"�OO�°�' SUY VALVE4 FOR USE IN NEW CONCRETE PUMP CHAMBERS.ANCHOR THEII a ...0 pm '- _ P ..a RUNOISUBB\I- SI_srup �.''I�,I+-I"'-' E DISC FILTERS FLAT CAP TO THE BOTTOM OF THE TANK IN THE PROPER LOCATION a L -� IIuNDrsTrReEq: 31NOIEgRu7 BE0/1 yER TICAL PIPE ` W,�. a _ n. TO HOLD COOL GUIDE AND EXTENSION THE CAP MAT OR MAY NOT 1I511EAR n_\\- 'I/_, K'//1_// TO BE INSULATED // // 6"OF GRAVEL ��• • o ADAPTER _ 115IW1511_,P ',-.1-TT/=ll97/11_// %%%% �11r I..i••.,y - FIELD RUSH VALVE 8 BE GLUED TO THE DEVICE.ATTACH THE EXTENSION WITH THE I 'TI,Ih'llJl_I1511 ,il/%II/I/ I ♦,e ` u ANCHORS AS SHOWN C "' 11,1\_11=\\' ( ) fel 1A R7 8 DOING COLLAR le:°mOn1 M I TH -IS_ll 11 11=11 B'OF STATIC LIFT i0 HU MAX ! \ 'I( /'r' 8 \1,1\,11511' �� 0`4`,�rl 1 • 1 1/2"GRAVITY RETURN 5. PLACE THE PIPE DOPE ON THE COOL GUIDE ADAPTER THREADS fill I Ih11,11%11- =ll,ll�ll�ll FLUSH RETURN i`. m F ,. AND THREAD THEM INTO PUMP DISCHARGE- I_I�- 40 � }° p=)\�1=p '0=I1=11 �I��I - ZONE1SUPPLY ` �,1-.I�O�IIID SEPTIC TANK 'OV6 ATTACH COOLING COLLAR TO ADAPTER WITH SET SCREWCOUPLING inn I 11;1\:TA ZONE 2 SUPPLY Ar -� O L". r� (DS%MIN.SLOPE) Gi WPROVIDED Ili LLL _I\d\SII, PUMP DISCHARGE TO HU � / �A�' 3 _ Fi] GLUE PIPE INTO FLOW COLLAR ANO WITH PUMP ATTACHED, •� °" ill' 'I' e6.""' 1:11=1\=11' ` '''.4'0000.,. E N .. u o A 'J' LOWER INTO THE GUIDE TUBE N•RI(BY mHERS) -� N,a• !- r/r =\1_<1I=1\.P BgCKFLUSn VALVE �. 6 V B.ATTACH TO DISCHARGE PIPE,VALVES,AND CONNECT ELECTRICAL LET se 'll III =\\,1\,1\s1\� DRIP ENABLE FLOAT ELEVATION AS SPECIFIED. .41-TP-11S11-..P-11S11-i"TAN NO CAP . _,,,.\\,,A,-,,,,,,,,,,, 1"COMMON I I" , DATE. OCT 29, 2015 ° CH 40 PVC 4.JA m ,IIS\\,\\,\1,11 RETURN _t,,T..1\=\\, SCALE. NOT TO SCALE I<I1o1\="� 1 U2'SUPPLY FROM 1•ZONE SUPPLIES WSW, I - 30'MAXIMUM DISTANCE - PUMP CHAMBER PROJECT #2006822 LAT CAP THOUGH END CAP OUALRY CONTROL CERTIFICATION SHEET GROUP ROAMED DATE PERC-RITE HYDRAULIC UNIT(15 GPM) 4 OF 5 TYPICAL PUMP TANK&HYDRAULIC UNIT DETAIL-DUPLEX PUMPS (NOT TO SCALE) N NTS ow LIM 0 J PROJECT NARRATIVE EROSION & SEDIMENT CONTROL OPERATIONS AND MNNTENANCE PROJECT DESCRIPTION EOR SITE CONSTRUCTION SEEDING SPECIFICATIONS C d 7115 PROJECT CONSSTS OF THE MSTAILATI(WJ a A DUPLE%PUMP STATION,SAMTABV A. ER09ON APR SEDIMENTATION CONTROL AND RESTORATION MEASURES SHALL A IF GROUND HAS BEEN PREVIOUSLY MULCHED.MULCH MUST BE REMOVED OR FORCE MAN ALONG CENTRAL AVENUE MID SEWACE DSPOSAL SYSTEM AT)]D CENTRAL CONFORM TO THE"NEW YORK STATE STANDARDS AND SPEOFCATIONS FOR A STAKEOUT LINT OF gSTURBWCE. 000,To1UL NITROGEN MUST BE ADDED. EROSION AND SEDIMENT CORSICA.AUGUST 2005"PUBLISHED BY THE NEW C 7 a� - m AVENUE,FISHERS ISLAND,NEW YORK.THE LOCATION OF THE LEACHING SYSTEM IS ON B HOLD PRE-CONSTRUCTION MEETING —C, £ !-3 o THE NORTH SAE OF CENTRAL AVENUE.APPRO%WATEL 150'EAST OF CRESCENT YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND TO B. REMOVE ALL SURFACE STONES 2"OR LARGER AS WELL AS ALL DEBRIS SUCH AS AVENUE. CITY/TOWN REGULATIONS' C. CONTACT"1210 SAFELY AT 800-862-7962 THREE(3) WORKING WIRE CABLE,TREE ROOTS.PIECES OF CONCRETE,CLODS,CWMPS,OR OTHER Ol Ned+ U v UNSURABLE MATERIAL. C HL DAYS PRIOR TO THE START OF ANY CONSTRUCTION ACTIN, of RIS ANTICIPATED THAT APPROXIMATELY 0.29 ACRES WILL BE DISTURBED DURING THE B. INSTALLATION OF SEDIMENT AND EROSION CONTROLS SUCH AS HAYBALES AND W t E b m CONSTRUCTION Of THE SANITARY FORCE ARAM AND SEwACE DISPOSAL SVSTELI SDI SWISEE I ESTABLISHED PRIOR TO COMMENCING ANY LAND ) C AN�ERnIXUZE�OT)5 POUNDS PER 1.000 SgNRE FEET UNLESS SOIL FOR REOUREYENR 15 y UARE FEET AND UmE AT 200d D INSTALL TOE OF SLOPE PEWYEIER FILTER(SET FENCE OR HIAYBALES DOWN GRADIENT FROM ALL MEAS OF LAND CLEARING AND IRIS PROVER NG REQUIRES THE FOLLOWIPERMITS CONSTRUCTION AC1.12 W TMTY. PERFORMED. Q t 3.1 SUFFOLK COUNTY HEALTH DEPARTMENT PERRY TOC. ALL STOCKPLED MATERAL SHALL BE RINGED ROTH ROSALES OR SILT FENCES TOWN OF SOUTHOLD ROAD OPEMNG ACCESS PERMIT ANY MATERNA TO BE STOCKPILED LONGER THAN 14 DAYS SHALL BE COSTING D NO MOWING IS BE UNDERTAKEN UNTIL THE MDO OF THE VEGRATiON IS Q t PAWNOR REMOVED DURING UTILITY TY INSTALLATIONMIME BE DISPOSED OF E PERFORM ALL NECESSARY CLEARING AND GRUBBING OPERATIONS. AT LEAST 6"HIGH. MOWING SHOULD CUT THE TOP 1/3 Of VEGETATIONcN _,a AN OFF—SITE. NOT UNDER Y CRCUYSTANCES CUT VEGETATION BELOW 3" V C U ESTIMATED CONSTRUCTION SCHEDULEF INSTALL RECIRCULATING VERTICAL ROW CONSTRUCTED WETLAND!DRIP DISPERSAL TUBINGN '> a9 a , D. MATERIALSPENTSTOCKPILED WEAN THE PAVED ROADWAY SHALL D REMOVED E AT NOT APPLY ANY FORAY OF WEED CONTROL UNTIE GRASS HAS BEEN MOWED A. INSTALL EROSION AND SEDIMENT CONTROL SYSTEMS-APRIL 2016 MID THE PAVEMENT SWEPT CLEAN AT THE END OF EACH WORK DAY AT LEAST a n4E5. G FINSH GRADE.IDAM,!SEED DISTURBED AREA. Q L El B INSTALL SEWAGE DISPOSALSTET.SYST -APRIL 2016 E. PAVEMENT SHOULD BE REPLACED AS SOON AS POSSIBLE ASTER FORCEWJN 5 INSTALLED. H INSTALL SANRM'FORCE MAIN,PUMP CI...MEL!SEPTIC TANK F THESE SEEDING MEASURES ARE NOT TO BE USED ON SLOPES IN EXCESS OF 2'I W Fn C INSTALL SANITARY FORCE WAIN-APRIL 2016 GERMING. F AODITgNAA M CDROL MEASURES IF REQUESTED BY THE TOWN SHALL BE REPAIR ROADWAY PAVEMENT D REPAIR ROADWAY PAVEMANMIUR PAVEMENT ASO APPLY MICRO-SURFACING OVERSEEDING MEASUREESS WHERE WORK IS TO BE SUSPENDED DED FORR A PERIOD OF TIME U c TEMPORARY C 9 LAY-MAY 2015 INSTALLED IMMEDIATELY UPON REQUEST C. PERMANENT SEEDING MEASURES ARE TO BE SIN J FINSH GRADE LOAN,A SEED ALL REMAINING DISTURBED AREAS. LONGER THIN 1 MFM. LIC E FINISH GRADE SITE ARO INSTALL LANDSCAPING G. ALL DISTURBED AREAS SHALL BE PROTECTED WITH A MINIMUM VEGETATION-MAY 2016 COVER AS SHOWN IN ACCOMPANYING CHART K APPLY MICRO-SURFACING OVERLAY. H. IF THERE IS NO EROSION.BUT SEED SURVIVAL 5 LESS THAN 10O PUNTS PER J H. THE CONTRACTOR SHALL PUN ALL LAND DISTURBING ACTMTIES IN A MANNER A REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS SQUARE FOOT AFTER a WEEKS OF GROWTH,RE-SEED AS FLOUTING SEASON ALDYS AS TO NIHIMI2E THE EXTENT OF THE DISTURBED AREAS. GENERAL NOTES I THE CONTRACTOR SHALL NINE DAILY INSPECTORS OF THE 91E TO RSURE NOTE SEVERAL OF THE ABOVE ACTIVITIES MAY BE DONE SIMULTANEOUSLY. V EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES AND TO 1. ALL MUTES SHALL BE APPROVED BY LOCAL USW./COMPANIES PRIOR WILL IWImNiRV NINE NECESSARY REPAIRS F REQUIRED BY THE TOWN CONSTRUCTION;ALL UTILITIES SHALL BE CONSTRUCTED TO UnLTH COMPANY J ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE INSPECTED AT A (6. SPECIFICATIONS. MINIMUM OF ONCE A WEEK AND TITER 2A HOURS OF THE END OF A STORM 2 ALL CONSTRUCTION SHALL BE TO TOWN SPECIFICATIONS Si REGULATIONS. WITH A RAINFALL MOUNT OF 0.5 INCHES OR GREATER TO DETERMINEV MANTENANCE NEEDS 3 NO CHANGES N BE DE TO THESE PNS WITHOUT THE ENGINEER'S K All EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REPLACED SUGGESTED SEEDING MIXTURES AND PRACTICES GIMIU APPROVAL. WITHIN 24 HOURS OF AN OBSERVED FAILURE AREAS WHERE SEED RATE PER U. CONTRACTOR SHALL OBTAIN ALL REQUIRED LOCAL&STATE PERMITS PRIOR TO L ALL CONSTRUCTION TRAFFIC SHALL ENTER AND LEAVE BY THE DESIGNATED W%APPLIES SEEDING MIXTURES BY WEIGHT 1,000 SO R. SEEDING DATES BEGINNING ANY CONSTRUCTION ENTRANCE.TINS ENTRANCE SHALL BE CONSTRUCTED OF CRUSHED STONE TO 5 FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE ENGINEER. HELP TREE TIRES O SOL WHEN CLEANLEAVING THE MATERIALSITE. THE ROMT TIRES I SHALL ALL URN AREAS RED FESCUES AS 1 LBS. APRIL 1-JUNE 15 INSTRUCT ALL VEHICLE ALL OIL TO ELLA 504 EMS,FROM TIRE IN 45. oR P. UNLESS OTHERWISE NOTED OR SPECIFIED,ALL WORK SHALL BE CONSTRUCTED IN SPILT. THE DISE AIL RWIS MIEPESITED Dm PUBLIIC TR ETHER HIGHWAYS. PE RENNIAL NNIAL CKY BLUEGRASS UOS AUG.15-OCT.1 SPILLED,DUMPED OR OTHERWISE DEPOSITED S PUBLIC STREETS. oR Ro CONFORMANCE WITH THE NEW YORK STATE D.OT 'HIGHWAY THAT A E NOL SIDEWALKS A OTHER RIBUL PROMPTLY. RES WRING TRANSIT To OR IRON REVISION 52 SIMILARLY DRAWINGS ALL CONFORM DETAILS TORT ARE NOT THE 511E SHALL BE REMOVED PROMPTLY. CONT INE WITH EENE DYORK SSE,0 .TNM TR ro D SHEETS. ROAD CUTS FILLS! KENTUCKY TALL FESCUE HZ% 0.95 ABS. APRIL 1-JUNE 15 CONTRACT IN THE NEW YORK ENE 0 R CON STANDARD CHEDUL 0 THE CONTRACTOR AN XSEOUM ACKNOWLEDGESTIHIS RESPONSIBILITY TO SITEMsTALL pVERS10N ORGIES CREEP4)W OR - TOUTRASPE SHALL YOBS THE ENGINEER OF CONSTRUCTION SCHEDULE SO TEROSION AND I SEDIMENTATION MAI CONTROL MEASURES ON THIS AND CREEPING RED FESCUE 6W AUG.15-OCT.1 THAT MSPERpN MAY BE PRONGED. THAT MS FAILURE TO INSTALL AND W THESE DEVICES COULD RESULT IN FINES OR SUSPENSION OF WORK BY THE TOWN. e HAVE BEEN COMPILED.LRILM,NTRURTURE ARO EcoRD APPING S DEPICTEDEr ON PLANS OTENTION BASH NEW ENGLAND EROSION CONTROL/ 0.80 LBS. MALL 1-JUNE IS RIVE BEEN IN PMT,mom RECORD ALPYR0 BY THE P MMIYIZE OR EUMINATE ANY UNNECESSARY LANG DISTURBANCE OR CLEARING BAS & Y%FOR OETENnON OR TESTIMONY, ES IMO N,URLDY COMPARESASUN OR GOVERNMENTALFMOTHER AGENCIES. FIDE PMOL BASINS MOIST! SITES AUG.IS-OCT.I MUST SID NFAPPROXIMATE AND FROM ETHER SOURCE.THESE LOCATORS MUST BE CONSIDEREDIST ONE%SITE.E IN COSTE. E OF NALCH OTHER SVGA FEATURESASS AMY E.IST ON THE SrtE.THE IXIANO E ST ICE ARE UNKNOWN TO WHORE TREES ARE TO BE RETAINED,THE SEED MIXTURE SHOULD BE ADAPTED FOR SHINY CONDITIONS. CME ARS MUST MC.ME SIE2E,LOCATIONNEDANO IXD BY THE ALL PRCH FEATURES S PR BE FIELD STRUMINED AND VERIFIED BY APPROPRIATE Al1THORpE PRIOR ro CONSTRUCTOR. -� TEMPORARY SEEDING ANNUAL L RYEGR S I-1/2 LBS SUSPENSION DAYS AFTER 0 tel' PERENNIAL RYEGPASS GRADIN WO OF CO 9 THECONTACTT SAFELY ATS 800-ON2-)862 THREE(3)WINNING DAYS PRIOR TO .,AMI.'-' TAT,6 GRADING WORK 0 IX THE STMT OF ANY CONSTRUCTION ARMtt. o�YJ`' �„ {�J� ++yw J I— ? i 1��i,?: 4%,`AWA, 5 0 0 %.i• k.I� �,e o 0 ao� I— ,•0= -` fit'e;i. •`yAl1•T'JE„�?=., SILT FENCE Dew rAaauuHOF2. ;_�;; a Z W DEPTWOVEN WIRE LENGE MESH N CRUSHEDCRUSHED5101[ •••'• 2 U d GUGE W/wAX e” 1a a .I' W _y RoSPACING) CONSTRUCTION ENTRANCE PAD j n LL w[! MlX CENTER TO 36"MR LENGTH L{QT[$; NTS m Z ,, CEMILR FENCE POSTS a W 0 (ANE,MIN 16" 1 REMOVE TOPSOIL AN ORGANICS PRIOR TO PLACEMENT OF CRUSHED STONE. Nro GROUND Z ENTRANCE SHAH BE 1I•WIDE MINRAUM = (n 1 3 SUB-NSE OF FREE DRAINING BACKFILL MAY BE USED IN LIEU Of CEOTEXfIIE FILTER FABRIC. 0 a MAINTAIN BY TOP DRESSING WITH ADDITIONAL STONE AND REPARING RUTS La_ CC �'� AS REWIRED PAVEDADDITION.LENGTH MAY BE REQUIRED IF SEDIMENT IS W 111111111, TRACHED ONTO PAVED AREAS TINY SEDIMENT SPILLED,DROPPED ORr HEIGHT TRACKED ONTO PAVED SURFACES SIMLL BE REQUIEM IY SEDIMENN�`�\�`` ■, OF FILTER 5 ENRMNCES SHAL BE UnUZEO AT THE PROPOSED ROAD ARD PROPOSED .I.I/✓/` i.'O�\'\\V. .IES"MM ORNEWAY efTERSECTIONS WITH THE EXISTING ROADWAY AS WELL AS ATI`A)Nsi--V,",. PROPOSED DRIVEWAY INIERSECTONS WITH THE PROPOSED ROADWAY, ,+/ �p.A'/L\ �i:✓i�P�!•A ' N. , C0 4/ 6 W RERSEECINEillOY q wOVFN WIRE FENCE(Rm. Q •_, I/2 GOUGE W/HAA%,6"M -E5H BALE SPACING)WITH FILTER CLOTH i 36"MM FENCE POST I13 STOCKPILE 9 11IIJJIrr GROUND ry ell:I h FLOW.-.... I\ GRWNO COMPACTED SOIL i 3 ) -7_,...-4,----7-' � S U EMBED FILTER CLOTH �A 'i 'L Le.Oy A WN OF 6'RI GROUND ^ - ....c o \\'"�4, 11.,„ fr_::: f, SEC110NVEND F 4 r I �� S' „,1-17"-Ti°T1=nnn°in_B a CI. T •"A L- M 5 IL-- _ n=Tull=n=n=11=Ti .. - 1-11 -11=11=11=11=11= -n-n=n=l_TT1=n=11=L1=n= -�i J.M.O. ) Environmental Consulting Services . S January 29, 2016 Mr. John Bredemeyer, President ir i JAN 2 9 2016 Board of Town Trustees Town of SoutholdTown Hall Annex, 54375 Main Road 1--- P.O. Box 1179 Southold, N.Y. 11791-0959 Re: Permit Number 8042, Fishers Island Yacht Club Central Avenue, Fishers Island Dear Mr. Bredemeyer; At the present time we seek to extend this permit for a period of one year and to modify it as well. The permit allowed for the replacement of the existing sanitary system at the site but the work was not performed. The approved plan depicted a sealed septic tank and a sealed pump chamber both located adjacent to the Yacht Club building and approximately 30' landward of West Harbor and a conventional leaching pool system located on the south side of Central Avenue on property owned by the Fishers Island Utility Company. This system would have been located approximately 250' from the Yacht Club building and approximately 100' landward of West Harbor. The propose modification would have a sealed / water tight pump chamber located adjacent to the Yacht Club building and approximately 210' landward of West Harbor. We are proposing to Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 revise the conventional leaching pool system to a "Vertical Flow Vegetative Gravel Filter" (originally referred to as a Vertical Flow Constructed Wetlands but the same thing). This alternative design leaching system is designed to remove nitrogen from the effluent will be located approximately 450' from the Yacht Club building and approximately 240' landward of West Harbor. The final effluent discharge will be via drip tubing into an existing lawn area on property owned by the Fishers Island Electric Company. A permanent easement will be granted for the system's installation and maintenance. The revised system is being done at the request of the Southold Town Planning Board and Engineering staff and will serve as a pilot program for the Suffolk County Department od health Services. The location for the system has already been developed so there will be no need for clearing and allows the system to be located much further away from West Harbor and is a more environmentally friendly design. For your review I have enclosed copies of the revised plans as well as literature regarding the proposed system. As always, please feel free to contact me at any time should you or any member of the Board have any questions or comments regarding this matter. Mos es ctfull , G nn E. Jus sufFat,,, `-,.a John M. Bredemeyer HI, President ,� 0�0 coa` Town Hall Annex Michael J Domino, Vice-President 9•. y1;;, 54375 Route 25 Glenn Goldsmith a y ?;3 P O. Box 1179 A. Nicholas Krupski Wsii) .r Southold, NY 11971 Charles J. Sanders �''-„,ol, , -0„-rfi Telephone (631) 765-1892 `Y Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: . b D /I i 6 Completed in field by: ,,` grc 4Chh e12•— J.M.O. Environmental Consulting on behalf of FISHERS ISLAND YACHT CLUB requests a One- Year Extension to Wetland Permit#8042, as issued on February 20, 2013, and Coastal Erosion Permit#8042C, as issued on February 20, 2013; and for an Administrative Amendment to Wetland Permit#8042 and Coastal Erosion Permit#8042C to modify the proposed sanitary system by installing a sealed/water tight pump chamber with a fence enclosure located adjacent to the Yacht Club building, approximately 210' landward of West Harbor; and to revise the conventional leaching pool system to a "Vertical Flow Vegetative Gravel Filter” system installed landward of Trustees jurisdiction. Located: Central Avenue, Fishers Island. SCTM# 1000-10-1-9 & 1000-9-2-13.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual/>_ = "X” 1. Residence: 100 feet U k--- 2. L2. Driveway: 50 feet o k- 3. Sanitary Leaching Pool (cesspool): 100 feet OIL. 4. Septic Tank: 75 feet , $eGb-,,,/ 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 Setback waiver required y es Part of Town Code proposed work falls under: 1/ SEQRA Type VCh. 275 /Ch. 111 Type of Application: P e-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: ,, - ,- - ,, Je4,l S e vii v aj / CPP /./z J<ce.-4'/e /4 -- r0U Yyt,0 e4a441 0 er W r 7 /f 4; -70 I J-1[ Present were: rJ. redemeyer r M. Domino G. Goldsmith7- N. Krupski C. Sanders Other Page 1 of 2 1r.S�F .t �oFO(,�co Town Hall Annex John M Bredemeyer Ill, President f �, Michael J. Domino, Vice-President o� s, 54375 Route 25 Glenn Goldsmith y P O. Box 1179 A. Nicholas Krupski k;:bC4fr44 o� �r Southold, NY 11971 Charles J. Sanders „41 ,0 ��i- Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 'c)-- 116\ 1,b ;lc Completed in Work Session by: k J.M.O. Environmental Consulting on behalf of FISHERS ISLAND YACHT CLUB requests a One- Year Extension to Wetland Permit #8042, as issued on February 20, 2013, and Coastal Erosion Permit#8042C, as issued on February 20, 2013; and for an Administrative Amendment to Wetland Permit #8042 and Coastal Erosion Permit#8042C to modify the proposed sanitary system by installing a sealed/water tight pump chamber with a fence enclosure located adjacent to the Yacht Club building, approximately 210' landward of West Harbor; and to revise the conventional leaching pool system to a "Vertical Flow Vegetative Gravel Filter" system installed landward of Trustees jurisdiction. Located. Central Avenue, Fishers Island. SCTM# 1000-10-1-9 & 1000-9-2-13.1 Ch. 275-12 - STANDARDS FOR ISSUANCE OF PERMIT MET=X or Comment=* A. Adversely affect the wetlands of the Town: B. Cause damage from erosion, turbidity or siltation: C. Cause saltwater intrusion in the fresh water recourses of the Town: D. Adversely affect fish, shellfish or other beneficial marine organisms, aquatic wildlife & vegetation or the natural habitat thereof: E. Increase the danger of flood and storm-tide damage: F. Adversely affect navigation tidal waters or the tidal flow of the tidal waters of the Town: G. Change the course of any channel or the natural movement or flow of any waters: H. Weaken or undermine the lateral support of other lands in the vicinity: I. Otherwise adversely affect the health, safety and general welfare of the people of the Town: J. Adversely affect the aesthetic value of the wetland and adjacent areas: Ch. 111-9 - ISSUANCE OF PERMIT MET=X or Comment=* A. Is reasonable and necessary, considering reasonable alternatives to the proposed activity and the extent to which the proposed activity requires a shoreline location: B. Is not likely to cause a measurable increase in erosion at the proposed site and at other locations: C. Prevents, if possible, or minimizes adverse effects on natural protective features and their functions and protective values, existing erosion protection structures and natural resources: D. 525% Expansion/Calculation Work Session Notes Application Complete SEQRA Classification Confirmed Coordinated Review Y/N Pos/Neg Declaration CAC: LWRP: Additional information on comments/to be discussed/Public Hearing: /1110A,vv-Choj Date: Completed By: Present: J. Bredemeyer M. Domino G. Goldsmith N. Krupski C. Sanders / E. Cantrell D. Di Salvo Other Page 2 of 2 (! ) , JAN 2 9 2016 cmE L__,.. ..J Architecture Engineering Planning FISHERS ISLAND YACHT CLUB Land Surveying Environmental 1317 CENTRAL AV E N U E Services FISHERS ISLAND, NY 06390 ALTERNATIVE SEPTIC SYSTEM DESIGN g M t i 4114404, # _ s r # r..z. - tom , i"-- . /d<6.1%... -. January 25, 2016 CME Associates Engineering,Land Surveying,&Architecture,PLLC. t. 860.928.7848 ® www.cmeengineering.com R 32 Crabtree Lane,PO Box 849,Woodstock,CT 06281 Commitment,Meaning&Excellence.In All We Do. ..w....we...... .r. a.' .r w s r. ... .•.. ,., r7LI y_, DI ; EXTENSION RW-4-W Rural EL' ERT Recirculating Vertical Flow Constructed :j II :. ' U v c .9 for Treating Residential Wastewat :- I LIf Alfredo Garcia-Perez,LaGrange County Health Department•Don Jones. Purdue Unive sity: i JAN 2 9 2016 William Grant.LaGrange County Health Department•Mark Harrison,Bernardin-Lochm•eller i 1 SouJe;id Town i,i..I' t, I : In parts of the United States where soils are very permeable conventional Table 1.Sizing recommended forRUFin Indiana. septic tank and absorption field systems are considered the largest contributor to waterborne disease and pollution of water bodies.However, Residence Wastewater Septic Tank RVF Constructed an economical,recirculating vertical flow(RVF)constructed wetland.used Weiland as a pretreatment system,can significantly improve the performance of Bedrooms Da Flow Size Volume Cell sin (9) (Gallons Per Day) (Gallons) (Feet) conventional onste wastewater treatment systems while requir ng relate/0/little space I 1 150 1000 8.5 x 8.5 2 300 1000 I 12 x 12 RVFs have been used in the United States for many years but their use as i a treatment for residential wastewater is relat,vely new The first RVF was 3 I 450 1000 15 x 15 installed in Indiana in LaGrange County in 2001 Five were in place;n the 4 600 1250 17 x 17 state,and all were performing well in 2007 1 5 750 1500 19 x 19 Residential Use As a genera'guideline the minimum cell size of the RVF constructed Homeowners faced with space limitations(such as around lakes).located wet.and is based on 0.48 ft of surface area perga'lon of sewage treated in stbd v s ortswithout sanitary sewers.or confronted by replacement or da y Tne constructed wetland cell is from 42 48 in deep and it is square recovery of failing septic systems should benefit from RVF constructed (Figure la and lb see page 2) wetands.They should place the RVF wetand after the septic tank and before final soil treatment and dispersal(conventional leach field.mound Construction system.drip irrigation,or other approved soil absorption system) An RVF As in a conventional septic system.a homes wastewater should first weband's relatively small footprint and high degree of treatment should collect in a septic tank with a solids retention-time of at least 48 hours improve the performance of the soil absorption system by minimzing the and with ar effluent t Iter installed at the tank outlet(Figure 2 see page 3l amount of solids and nutrients entering the soil infiltration system.In The se tictark overflow should direct effluent to the inlet at the bottom some cases.county and state codes may even permit a smaller soil gravel layer of the RVF constructed wetland.Across the bottom of the infiltration area because of the high level of treatment wetland place a 4-in diameter two-row PVC perforated pipe with holes in the 4 and 8 o'clock positions or a three-row pipe with holes at the 4.8 Design and 12 o clock positions.In early designs.a PVC perforated pipe was also The size of the RVF constructed wetland(Figure la and lb)should be placed at both the inlet and outlet ends of the gravel to distribute and then based on the expected gallons per day(GPD)of sewage produced,as collect the effluent after it traveled tnrough the gravel layer at the bottom of determined by Indiana State Department of Health(ISDN)rules Tnethe wetland More recently,plastic soil absorption chambers(often used recommended design parameters for individual residences are in Table 1 I in place of septic stone in absorption trenches)have been used as an inlet ' u �s We { ,---, ., C • y. , a 4 • ._5t. i •� c� y Y f ,� t Recirculatini ,Ica)Flow Constructed Wetlands for Treating tential Wastewater—RW-4-W Figure la. Cross sectional view of a Recirculating Vertical Flow(RVF)Constructed Wetland. 4"PVC cleanout Toe-in liner ma threaded Cap Child-proof Cleanout withLid&rigid r• Screw-on cap foam Insulation W drIn hole 4"x3" reducing Particle board n elbow 4_ t3- Pea gravel Femco" for support,if needed level adjustment 3 No liner 1"PVC 1 Influent f • > ..Gravel 1$4•: ;+, Iii To -�:�.�• •'INdO` ;,�; • 1°.-Imil soil—I" .i -n '! '•-l:ii.S .. _ . ._. .-O ! 1-7�l Lill field Chamber j Recuentlated See Fig. 3 4" Sand 3'-6" 30 mil PVC Pump&dosing •Upper liner between stone layers.Si.length or EPDM liner station—use Z' of wetland from effluent end towards inlet dia. smooth core ::'i sol•Min depth=42" (W screened washed river Fig 6.j culvert(see gravel(INDOT#8)under 24"clew pea gravel) Fig Operate pump via •Max.depth=48' (18-20' clean river grave. 4" poured concrete repeat cycle timer, under 28-30-c'ean pea gravel) 1 mtnJ3d min. -Excavate at least 48 be ow final grade& (#T5 from Aquatic place at least 4"fire to coarse sand(free Recirculating Vertical Wetland EcoSystemsn' or of rock&debris.)Lege?&compact sand Cross-Section equivalent) Figure lb. Top sectiona pian view of a RVF Constructed Wetland t A hole position past manifold 8' hold positions(Deburr holes& i t e^sure there's no debris in p pe lit. 4"perforated pipe �_1'PVC,under pressure or chamber inlet„. ._ r 4 4- PVC perforated pipe Halesc� or chamber drain 4-o se from Septic tank�, � fi-typ.111. tam iii w Manifold r —s y 1p -- _o -- _ A . 4-PVC 've�ow to - 24 o c soil absorption ---___1:4 1 4.6- -ump system 4'capped c.ea^out--... kSch 40 PVC 1 dia laterals if t' -5 tYp B . 5 3- slide ppe to See Fig 4 adjust water level 4- sold pi in wetland .y 4” to 3-rexible coupling Plan View RThreaded cap Wetland Pressure Dosing r fitting 4-pipe drain & Recirculation System from wetland 12'x12' for typ. Residence (300 gpd) See Fig fila&6c 2 Recircuiatin tical Flow Constructed Wetlands for Treating dential Wastewater--RW-4-W ...1 — t -:1 -'46.;-`7,"'--,-7:---',14*... . .,� i Vilit j:. ;a ~``�. .r+ *V Alt,,f,,; 3,-,i, t• -.eke',' v.: — - t. - * .n- , fel.. 't? v • - ` �, Figure 4. Collection 4'PVC manifold at the outlet end of the wetland. Figure 2.Effluent filter in place at the septic tank outlet. Next.put a top layer o'4-mm(1/4-`n)diameter grave (pea gravel)over manifold to distribute effluent across the widti of the RVF and have been the membrane and gravel.Position a set of perforated pressure-distribu- found to work as well as or better than perfora:ed pipe(Figure 3) to a sines about 6 in deep in the top of the pea gravel layer to uniformly Chambers can hold more than traditiona'4-in diameter manifold pipes load the wetland with effluent. and their innovative design facilitates periodic cleanout In Ind'ana the Effluent overflowing the septic tank,as well as treated effluent that has Indiana State Department of Hea th curently approves p astic clambers passed through the top portion of the wetland passes through the gravel from several providers.The outlet manifold uses regular perforated 4-in at the bottom of the wet and and dra'ns to the sump basin sewer p pe(Figure 4). a -. ,- -, ily,,, • ..7..:411/..::: ' k . . - ) if Figure 5.Upper or second liner covering 75°°wetland cell. Figure 3. Wetland cell using a plastic chamber as an inlet-end manifold and 4'PVC pipe as an outlet-end manifold with clean-outs. The sun-p basin consists of a 5-ft song section of 24-ir diameter black To begin construction line an appropr ately sized.excavated area with a corrugated drain tile installed vertically(Figure 6a) Pour concrete in and 30-mil geomembrare PVC liner or comparable impermeab�e material such around the bottom of the sump basin to seas the file and prevent the entry as a 45-mil EPDM(Ethylene Propylene Diene Monomer)rubber sheet. or ground water and the outward seepage of effluent into the surrounding Cover the impermeable liner and in�et/out et man�fo�ds with a layer of ground.Fit the top of the sump basin with a secure,insulated plast�c or 13-25 mm(1/2-1 in)diameter gravel.Tnen,place a second gayer o' concrete cover Position the bottom of tie sump below frost line to prevent impermeable material(PVC or EPDMt over most of the top area of the freezing The sump basin holds the recirculation pump(Figure 6b).which gravel to separate the aerobic from the anaerobic sect'ons o'the RVF distrbutes the effluent over the top of the wetland:the wetland water level wetland,leaving the 25%of the bottom gravel layer nearest the wetland adjustment mechanism(Figure 6c) which consists of a 4-in PVC T with inlet uncovered(the 2 e 5) end screw cap;and a 4 x 3-in PVC-to-PVC flexible sewer coupler reducer and 3-in PVC p'pe at the top to adjust and maintain the water level.The water level in the wetland is normally set around 20 inches above the wetland bottom.An electron'c repeat cycle timer(Figure 7)controls the effluent pump. 3 Recirculating ical Flow Constructed Wetlands for Treating lential Wastewater—RW-4-W "'' '• • • 1 - , Ili at-3 /- ., ,..,,,,,„„, ,,,e•° d a tr, Figure fia.Sump basin station using 24'drain tile. Figure 7.Electronic repeat cycle timer. R� Y . Every 30 minutes,the timer activates the pump for a 2-minute cycle to " ,, E - pressurize a 1-in PVC manifo d and perforated distribution pipe and to ',-;.,4°,•:-',.,:„,,,--,:,,-.,- �- -- n y distr oute effluent uniforn'y across the top pea grave layer Tne pressure distr out on system consists of a closed piping network using 1-ir diameter PVC lateral pipes fed through a manifold by the cycle pump �x Place the laterals no more than 2 ft apart with equally spaced 1/8-in holes .TM drilled in the top every 2 ft and protected with an orifice shield to disperse --r•24,4; `,.' the effluent.The orifice sheds prevent plugging of 1/8-in openings (Figure 8) • t � * jib. t \ mr:-..--' ' P', . - ..�. +-' , � 'qy ,C,r ›:.'64 Y i *'6twa..y7 �4 - ,y, 6, l4— is .r .=- a- " .. . - Figure 6b. Sump basin station showing pump. water level adjustment µ and quick disconnector to service the pump .j f .....—....�..-+-�.. -. .- / , t=4.,. • . • Figure 8.Recirculating1'PVC manifold.pressure laterals,and onfice t . �,. _ t''':..: shields. I A.t fir_ r :' '' - Place the last hole(air relief point)in each lateral just ahead of the screw-on cap.The manifold and force-main pipe must drain back to the . • f- sump after each cycle You can dril a%-ir pressure relief hole in the feed . . line inside the sump pit to facilitate draining and use a quick-disconnect :, pipe coupling to facilitate pump servicing Completely cover both the . "' w, .-......',z - manifold and lateral distribution lines w`th 6 in of pea gravel(Figure 9) Figure Be. Wetland water level adjustment showing the PVC to PVC 4'x 3'flexible sewer couple reducer. 4 Recirculating -- -ical Flow Constructed Wetlands for Treating lential Wastewater—RW-4-W :,rte# '''''"':-,-',,$•'.''''l.-.,„..le ,� ' tir :104,40'. ,rkm$ • .7..--,,,- -,...e.;,...;24•,�� y ,....mss-��_.� ., ..... ..-k-.'' „ .Y'�'*- • 40-'0'1._ Fes' a.... - -.Y y t 4. p.e.�� �'� tJ :r n h ' •�� ,,.k 7� . may`-��- .fit t .tom .,„..:4_, ,F "E."`' .=y�mr �r�s '.z--.<.''� 7j lite �.. • � ..• '' . „..,} � flu + Figure 9.Pea gravel covering pressure laterals. yr -ter -',a'.,” • ;, ',? Y Figure t ia. Wetland immediately alter planting. • ' . ' ( ::;: • M: 4 =--: t' t � ' Z "ttiq J V+ . a' , tf - *_�c - Y •':;"21:54-:t.:::::'3'-.1:4 . Zw 1" ' 4Ty,t':! ...'Is i y ` r n, p,-ut". 7'3''''./''....:' y -- f. "A.a..Cy✓ S* Ws� I Figure 1©.Finished RVF wetland with regular stone around edges _ ' - 1:24., Yet `1 _ *` ` Figure lib. Wetland two months after planting The outside edges of the wetland are typicaly f'nished with regular leach field stone(Figure 10)or other locally available mater's . Plant the top of the pea gravel layer in rows with river bulrush(Scirpus ' ,; ,k,*+x .'r , -1`e;ti f fluviatilis).hard-stemrred bulrush(Scirpus acutus) soft-steamed or grea� > . � : , bulrush(Scirpus validus creber),prairie cord grass(Spart na pectrnata) ,H common rush(Juncus effuses) dark veer rush(Scirpus atroVrens) - ~ 3 (Carex s ' 4* sedges g� pp) and great spike rush iE/eocharis palustris)w'th a ... . :� density of one plan`per square foot(Fgures 1 1 a and 11b),with a foot r421,...- * separation between rows These plants have deeper root systems than '"4'::44;4'"V - ".""- .4. , ' . Y ` w :4. '. catta'Is or bulrushes and function better in constructed wetlands.Wetland - - � flowering plants such water iris(Iris virginrca) swamp milkweed �� ` (Asclepias incarnate).cardina'flower Lobelia cardinalis) swamproseil i ) rt `� mallow(Hibiscus palustris),great blue lobelia(Lobelia sipnilitica) and r� ' '' New England aster(Aster novae-angliae)can be planted oetween the sedges and bulrush.Conventional garden pants such as morning glory r ` vines(Ipomoea leptophylla).cheddar baths pinks(Dianthus gratianopoli ,, _ x r tans)and ferns have also performed well in LaGrange county RVF '� `''' • «i. wetlands(Figure 11c) , ` x . 4 ,t _ $,k . ° —t Figure 11c. Wetland planted with garden plants. 5 Recirculatint ical Flow Constructed Wetlands for Treating lential Wastewater—RW-4-W ai, -` '•. * (Figure 13) Wear protective,waterproof gloves when cleaning the filter or .''► performing other maintenance to the onsite system as a safety precaution �.. ` r t. .te to ensure.y,u ao not directiy contact the wastewater,especially if you have 4 ir '' ,r 4 -;3 open wounds � ! When the wehand is first:used.some pea gravel can fall down into the larger stone at the uncovered section. If this creates a shallow depression §' �;� .=, � 'r` at the top surface,fix the surface by raking the pea gravel to level it. "t • ems ti a - a e, Yt. It_ Green vegetative leaves should appear in a wetland in Indiana by early `eig ., ` - • 'it* . ` spring(April-May),grow vigorously throughout the warmer months.and . u, _ 'ies,'' i i' ' turn brown in late fall or early winter as the plants enter dormancy Leave y - ,' " _ this brown,vegetative material in the RVF constructed wetland during ` . ^'` '-` -W. _ winter.because it provides insulation during the winter months. Old �:;r,,` tt.'��4 ;4`` growth can remain in place for several growing seasons,but should be t• ' r a ` ` ft removed afte"three to four seasons by cutting the plants at ground level. _ jj Figure 12.Landscaping around the wetland edges. 'f ' k,._ Landscaping with low flowering plants and a border around the wetland V , edge of perennial flowers can create the visual effect of a conventions' V flower garden(Figure 12) When the system is fully operational it can to - . walked on.since the sewage effluent is welt below the surface ".- `'• - - ` ' Operation may / , ft As sewage effluent leaves the septic tank.it enters the inlet manifold at the am ,,,y ; . -.. • front of the RVF constructed wetland where it is treated by passing horizontally across the bottom gravel layer The timer-controlled pump in ( /',I � the limp basin periodically recirculates effluent back to the buried .r * a distribution pipe in the top layer of pea gravel The effluent trickles vertically down through this aerobic uppe-zone flows laterally across the V 4 A impermeable liner separating the two laiers of stone.and drops down into , the uncovered front portion of the bottom gravel,after which it passes ! — �� __ _S horizontally back to the sump basin As treated effluent builds up in the Figure 13. To clean a septic tank effluent filter simply lilt it out of the sump basin,the pump starts another wetland recirculation cycle(timer is tank and hose it off Let solids fall back into the tank in the ion"position)or if the pump is in the resting cycle(timer is in the 'off'position).the overflow effluent is discharged to a conventional leach Pulling them can damage roots of other plants If you must remove old field mound sand system,drip irrigation or other approved soil absorpt;or vegetation,cut it in early spring before new growth appears.NEVER system BURN old groNth'n place,since this can damages both growing and dormant plants,and possibly even the liner or PVC distriburon pipe. Maintenance Requirements Wetland plants do not require much maintenance,but should be checked Removal of all solids from the septic tank every three to five years is highly annually Consider a maintenance contract with a local installer to ensure recommended to prevent the overflow of solids.Depending on daily water that the pumps floats.and plants function as intended and that a pump usage or site specific circumstances the tank effluent fitter may require failure or other problems can be repaired quickly more frequent cleaning service. Ideally you should check and/or service the filter at least annually to maintain peak performance Cleaning the Expected Performance effluent filter is very simple and usually just involves hosing te'e solids off When compared to a convent'onal septic tank and soil absorption system, the exterior of the filter with a garden hose back into the septic tank which discharges 100%of the septic tank effluent contaminants into the yav • , w 4¢', • :� "e „'� r may; y.tkfMit .!W -u!`'e f "-�,`� i.:... .m4.,_h 6 Recirculatira vortical Flow Constructed Wetlands for Treating idential Wastewater—RW-4-W Tie LaGrange County Animal Shelter was designed to treat 480 GPD using a 20 x :..r«,.. 20-ft wetland cell,and the Brushy Pra'rie wetland received wastewater from a poultry .,' r F processing plant generating 1600 GPD It is designed with two 26 x 26-ft cells. y�#� "`' i. First LaGrange County Residential System �P. F / s k !t s :' 185 ,. } ' ' 3 �� _ 150 '1' ` 120 '.,; 90 �a 80 'e 60 53 Figure 14a.Septic tank(left)versus wetland(right)effluent. 0 . J_I1i . i4R22 BOO TSS Total-N TKN NH4 N NO3-N r „ y: �, g i Water Quality Variables "joi ` •Septic Tank Effluent■Wetland Effluent LaGrange County Animal Shelter f 175 165 l'", .* ' ;° - ' X .4� 140 ---- ------ «, ' _ ; } :� 105 — — — -- - -- - 70 34 - as lull 10 3 7 0 7 - `vim:�', 0 t F BOD TSS Total-N TKN NH4-N NO3-N Figure 14b.Effluent from the RVF constructed wetland Water Quality Variable s instal led at the LaGrange County Animal Shelter ■Septic Ta-K EYuert■Wetland Meet I ground.a wel"designed.constructed,and mainta'ned RVF constructed wetlands removes up to 990o of the fecal bacteria(E co/hand 80°0-99°0 of other contaminants even before the Brushy Prairie Poultry effluent is discharged to the soil absorption field(Figures 14a 1ao _ 134 and 14b).The physical chemical.and biological trea`ment ,os - — processes and the alternating aerobic(oxygen is present)and �T anaerobic(oxygen is not present)environments created in the 70 constructed wetland layers shou,d destroy most pathogens and remove most contaminants Wh'le unusual.the firs`RVF 38 22 'd 14 constructed wetland installed in LaGrange county in 2001 has nor 0 s 2 IlaNIL 0 5 d:scharged effluent to the corventional absorption field during BOO TSS Total-N TKN NH4-N NO3-N the last three years(2005-2007)because 0`water upra<e by Water Quality Variables the Wants,the evapo-transpiration process and the low occupancy of the three-bedroom home(only two people a Septic Tank Effluent ■Wetland Effluent present) Figure 15.RVF constrjcted wetands water quality performance.Biochemical Figure 15 shows water quality performance of three RVF Oxygen Demand(BOO)measures the decompositior of organic material and Total constructed wetlands regularly monitored in LaGrange County Soluble Sol+ds(TSS)measures the removal of particulate material suspended in the over the past sever years The first Lagrange County residen- sewage. Total Kjeldahi Nitrogen(TKN)is the sum of Ammonia Nitrogen(NH3)plus tial RVF constructed wetland was designed for 450 GPD with organic Nitrogen.such as proteins. Total Nitrogen(TN)is the sum of all nitrogen a wetland size cell of 15 x15 ft.For specific details about this forms present in the effluent(TKN 4-NO2-.(Nitrite)+and NO3-(Nitrate)].Fecal system and its water gully performance go to the fo lowing Coliform bacteria testing is an indicator that other more dangerous bacteria could Internet Web page:http://www.nesc.wvu.edu/nsfc/Articles/ be present. SFQ/SFQ106_PDF/Juried2.pdf 7 Recirculatinn vortical Flow Constructed Wetlands for Treating"--'dential Wastewater—RW-4-W Costs Legal Requirements and Restrictions The cost for an AVE constructed wehand depends on a number of local Proper authorization,as required by state and local regulations, must be factors.such as availability of distributors type of final disposal system, obtained before installation of an RVF constructed wetland.In Indiana.the local labor and material coststime of the year.and installer experience It State Department of Health regulations consider constructed wetlands as also depends on distance from a local gravel pit.capital costs plant experimental systems at this pont and as such.state-level approval w'{I availability and regulatory compliance. be approved in most counties The first RVF constructed wetland was installed in LaGrange County at a Summary home with space limitations where the existing system needed to be Recircu'ating.vertica'flow constructed wetlands are sometimes defined as upgraded.At that time(2001),the cost was about$3.000 for both the vegetated recircula`ing gravel filters They treat wastewater by passing constructed wetland and 300 square feet of soil absorption area.The ex st sewage through the constructed wetland where it is filtered through the ing 1000 gal septic tank was used in the new system,and all work was gravel media in the bottom layer and then recirculated back around the done by the property owner.The RVF constructed wetland at the LaGrange roots and rhizomes several times for more filtration and treatment before it County Animal Shelter,completed more recently cost fifteen thousand is finally discharged to the soil absorption area This simple sewage dollars($15 000).including construction by a licensed installer,but the treatment system is a reasonable.economical.and effective alternative to system was considerably larger.It consisted of two 1000-gal septic tanks, conventional wastewater treatments with low maintenance requirements. a 20 x 20 x 4-ft deep RVF wetland a dosing pump station(1000-gal tank) and a subsurface drip irrigation soil absorption system(2400 ft.)as welt as electronic controllers two pumpsplumbing material and labor. In LaGrange County.the average 2007 cost for an RVF constructed wetland ler a three-bedroom home(15 x 15 x 4 ft)was around$4.000 includ'ng installation.plus the cost of the septic tank and soil absorpt'on field �. . , _f ''4'7'&17,1.-i,„; >* F a 7>' _.�.7 ��;u, ". - ^- - „t=+„' .a-.' '-- _*''- ".- - - ' • • -_'--'i Yf ..• i.'�} , , r i �} y� •.^,4' •�. .,• `�1, =�px b ....` .,' i • ti M `k. ./.#, 'mak i x3` +� a- ' -- e f r t._`tea 4 . i *,-. i, r q-41,`, - `t ,,,,,�'" " k , �a ,� v r % ,+ ,;.. t r,- "''';i¢�" { �� °e1},r�- r -• 11, 4. S. 1M • ' - #'. ,tai ` -. _ ��. 4. . 0•} "-1,'M' �, cr -. 1.E�4,y:x e :tut ' - -• = ,•.,.. ♦it„'a a / -. Vi. '.� i, 8 rF • el y. . F c f rte. r • F- ,� i ,,- �p i a .k •.,,,,A, .. caE' ille , lx• k 11, S _,'t p' Vii' ,, a,-T,,._ $, ff,, - of r rs L _ .... ir- ' r r i-- -- s �:'.., i `. _ - , : AGRICULTURE NewOl'08 It s the policy of the Purdue Ilnivemty Cooperative Extension Service that all persons have equal opportunity and access to is educational programs services,achw!ies and Salines without regard to racereligion,color.sex,age,national mgm or ancestry,marital status panoral status,serval orientation(Inability or status as a veteran. Purdue ilnitersity is an Affirmative Action n-mnmon This material may be available-n alternative formats PURDUE 'art`' ' Knowledge hi Co Order a dovmloadmans satthe PurdueEvrension UNIVERSITY f- MT4N10 EducotlonStore•www.ampurdueedwwneo • SmaJiFlows Quarterly JURIED ARTICLE Water Quality Effluent From a cEivi5I Recirculating, Vertical-Flow, } Constructed Wetland JAN 2 9 2016 ,-;cas Alfredo Garcia-Perez, Ph.D., Bill Grant, and Mark Harrison, P.E. Sc::tc;d icwn it Conventional septic systems are as desired. To improve removal of commonly used to treat residential nitrogen compounds from septic sewage in areas without sanitary tank effluents, a recirculating ver- sewers.However,septic systems are tical-flow constructed wetland, not suitable for all sites and have serving a single-family home was been considered a primary contami- constructed and evaluated in La- i ti r i. c nant source for private water wells Grange County. (Bhardwaj,2003).Septic tanks efflu- Materials and Methods ,. : i 1 : ,, ents contain high concentrations of pollutants, induding dissolved ni- A constructed wetland meas- , �,,, ,: trogen that could contaminate uring 15 ft. (4.6 m) x 15 ft. and groundwater with nitrate, thereby 43 inches (1.1 m) deep was built impairing human water supplies to treat sewage from a single- \ . „_ (Whitehill et al., 2003;Hanson et family home (Figure 1). The vol- ume,., j,i n i ;,>:n , x1., 2002). ume of sewage treated was as- Subsurface constructed wetlands sumed to be approximately 1,700 L , • have been used for more than a (450 gallons)per day for the decade in northeast Indiana's La- three-bedroom home according Grange County to remove human to current Indiana State Depart- • wastewater pollutants and reduce ment of Health regulations ,1 ! ; ; contaminants that could reads the (ISDH, 1990). The house is inhab- i groundwater supplies.At present, itated year-round by three peo- more than 150 subsurface construct- pie. The assumed daily flow of it ed wetlands using horizontal flow 450 gallons per day (gpd) is ex- are in use in the county. cessive by comparison to metered The water quality testing data flow from sanitary sewer connec- for the installed constructed wet- tions. The LaGrange County lands effluents with horizontal Sewer District has found a me- flow shows biological oxygen de- tered sewage flow of 120 gpd for mand (BOD) and total suspended home connections with a mean solids (TSS) to acceptable concen- family size of two adults. trations. However, the horizontal- The subsurface, recirculating, flow constructed wetlands show vertical-flow constructed wetland low efficiency for eliminating ni- utilized a timer to apply pretreat- trogenous compounds because of ed sewage over the entire top bed the limited oxygen transfer area planted with river bulrush Anaerobic conditions predomi- (Scirpus tluviatilis), hard-stemmed nate in horizontal-flow construct- bulrush (Scirpus acutus), soft- ed wetlands (EPA, 2000). As a re- stemmed or great bulrush (Scirpus suit, oxidation of ammonia-N, validus creber), prairie cord grass which is the predominant form (Spartina pectinata), common rush of nitrogen in septic tank efflu- (luncus effuses), dark green rush ents, cannot achieve low levels (Scirpus atrovirens) and great spike NESC Assistance. Solutions. Knowled 'e. rush (Eleocharis palustris),with a solveu uAygen (DO)using an oxy- density of about seven plants per gen meter(YSI, Model 95/50 FT), i 11 square meter.The wastewater was oxygen reduction potential(ORP), 11 collected in a 3,800-L(1,000-gal- and pH using a combined ORP& Ion)septic tank, and then gradu- pH meter(WTW, Model 340). The - z ga ally released by gravity flow to the removal efficiency was calculated z. I V feeding inlet bottom of the wet- according to the equation used by land.The wetland cell was built Ebeling et al. (2003) as follows: with a 30-mil PVC liner fabricatedtl (equation 1) by Environmental Protection, Inc. removal efficiency(%) = IR (Mancelona, Michigan) and filled ((influent-effluent)/influent) y18 inches (46 cm) deep with 13-to x 100 25-mm diameter stone in the bot • - ^ gj tom layer, and 24 inches (61 cm) Rs 13 g deep with 4-mm diameter gravel Results and Discussion ;, Q -"� in the top layer. The wetland effluents results for � Treated water was collected in DO, ORP, pH, air and water tem- �gi the outlet sump pit, consisting of a perature, BODS,TSS, coliform bac- " 5-foot (1.52-m) section of 24-inch teria (Table 1), and nitrogenous rn � l 3 ! (61-cm) diameter black corrugated compounds(Table 2) fluctuated C'2 ; V drain tile installed vertically. The during the experimental period. - tQE bottom of the drain tile was filled Mean concentrations were relative- , with concrete to avoid infiltration ly low,though some values fall into the ground, and the top was below, between, or above the Indi- a 'r fitted with a drain tile cap. During ana Department of Environmental ' Management(IDEM, 2005) final c each 30-minute period, the wet- 9 land effluent collected in the sump effluent standards for sanitary is sewage plants under the National "� 4.A • „ pit was pumped for two minutes 9 a. A.. via a 1-inch (2.5 cm) PVC mani- Pollutant Discharge Elimination x �q< Ag fold pipe onto the top of the gray- System (NPDES)for BODE (15 _ p P mg/L as a monthlyaverage and 2 ii' n) a, <. el and stone bed. The pump 9/ 9 114 lig cr r"a� • P- (Myers, Model ME3F), with a max- 23 mg/L as a weekly average), TSS VI 14 ag " .v imum recirculation flow of 66 gal- (18 mg/L as a monthly average s °:� a� Ionsper minute, was controlled by and 27 mg/L as a weekly average) coa Fp and NH+4-N (1.4 m /L as a ill 4Q an electronic repeat cycle timer mg 411 El /L Model H3CR). monthly average and 3.4 mg/L as g 43 a Water samples from the efflu- 05 a a daily average during the sum- I P mer eriod).The final wetland ef- �� � _ ent collected in the sump pit were P - taken biweekly for one year and fluent meets Clean Water Act re- •11submitted to a certified U.S. Envi- quirements for direct discharge to a if "o o surface water bodywith mean val- ronmental Protection Agency q 1 Vf 71 ; (EPA)testing laboratory and ana- ues for BODS,TSS, and NH+4-N of S lyzed using the methodology de- 5.2, 3.4,and 3.2 mg/L,respectively. i scribed in Standard Methods(SM) The pH requirements of the V % (APHA et al., 1998) and in the EPA final effluent must be between 6 manual, Methods for Chemical and 9 standard units to maintain Analysis of Water and Wastes(EPA) a well-balanced microbial commu- I �— (EPA, 1983), for the following pa- nity. In this study, the pH fluctuat- rameters: five-day biochemical ed from 6.5 to 7.8 standard units. rv , The Clean Water Act requires DO f rr-=N" oxygen demand(BODS) (SM, ,- -T 5210-B), nitrate (NO-3-N) (EPA, concentration of the discharged ef- 1{- _ T + fluent from sanitary sewage plants 353.2), ammonia-N (NH 4-N) B to be above 6 mg/L as a daily (EPA, 350.3),TSS (EPA, 160.2); 0 fecal coliforms bacteria (E. coli) minimum average during summer (EPA, Coliscan) and TKN(EPA, or 5 mg/L during winter.The final i _ 351.4).TKN is defined as the sum mean concentration for DO during 0 of the free NH+4-N and organic ni- the testing period was 4.5 mg/L trogen compounds.Total-N (TN) is with a summer and winter mean . determined by the combination of concentration of 4 and 5.1 mg/L, I I TKN and NO-3-N. respectively. Bacteria (E. cobs values are lim- Water analyses collected on-site in the outlet sump pit included ited to 235 count/100 mL as a temperature (air and water), dis- daily maximum average and 125 count/100 mL as a monthly max- Table 1-Values for the rccirculatiny lertical-floe. constructed .,etland built imum average. The final mean in LaGrange County. Indiana. concentration of fecal coliform bacteria in the wetland effluent Date DO ORP pH Air Water BODS TSS E. coli during the experimental period (Day) (mg/L) (mV) (SU) (CC) (-C) (mg/L) (mg/L)(count/100 ml) was 6,511 count/100 mL, but this 1 6.4 70 6.5 3.5 6.5 5 3 6,800 concentration decreased drastically 27 6.4 72 7.8 2.3 4.0 4 2 58,000 to 64, 190, 100 and 160 count/100 41 5.4 -15 7.3 1.9 4.2 3 0 470 mL on effluents sample during 55 7.2 -15 7.5 2.7 6.3 2 0 16,000 days 69 and 83(spring),230(sum- 69 7.1 -27 7.6 2.9 5.9 0 0 64 mer)and 286 (fall),respectively. 83 5.8 -32 7.6 6.3 8.7 0 0 190 The removal efficiency (Table 97 4.2 -25 7.5 20.1 13.9 6 6 570 3) for TSS, BODE, Total-N, TKN, 113 2.5 44 7.3 11.6 14.7 ND ND ND NH+4-N, and fecal coliform bacte- 125 2.3 272 7.2 24.4 17.5 4 2 4,800 ria was 96, 97, 83, 93, 92 and 99 146 4.7 47 7.3 27.1 19.4 2 0 1,300 percent,respectively.The nitrate- 160 3.7 70 7.3 19.2 19.9 9 4 11,000 N concentration showed a final 181 3.6 44 7.4 25.6 21.1 7 8 3,300 mean value of 9.8 mg/L.The con- 202 3.6 47 7.4 31.1 21.9 14 13 4,500 centration of DO, pH, BODS and 230 5.0 290 7.5 24.6 21.8 6 3 100 TSS (Figure 2), and nitrogenous 258 3.8 368 7.5 22.6 21.2 8 5 1,800 r compounds such NH+4-N, NO-3N, 286 5.5 413 7.7 14.7 13.9 6 4 160 TKN, and TN (Figure 3) fluctuat- 321 1.3 350 7.3 0.5 10.9 7 6 1,000 ed during the experimental peri- 349 1.8 88 7.5 -17.2 6.7 6 2 640 od and the results were highly Mean 4.5 115 NA 12.4 13.3 5.2 3.4 6,511 SD 1.8 126 NA 10.9 6.7 3.5 3.5 13,981 variable. However, the construct- Max 7.2 413 7.8 31.1 21.9 14 13 58,000 ed wetland achieved rates of 100 Min 1.3 -32 6.5 -17.2 4.0 0 0 64 percent removal during days 41, 55, 69, and 83 (spring) and 146 Mean concentration,standard deviation(SD),maximum(Max),and minimum(Min)val- (mid-summer)for TSS, days 69 ues of dissolved oxygen(DO),oxido-reduction potential(ORP),pH,air and water temper- and 83 (spring) for BODS, and ature,biochemical oxygen demand(BODS),total soluble solids(TSS),and fecal coliform days 181, 202, 230, 258, and 286 bacteria(E coli)NA: not Applicable,ND:not data. (summer and fall)for NO-3-N. Hanson et al. (2002) reported Table 2-Values for the recirculating vertical-flow constructed wetland built that due to the high evapotran- in LaGrange County, Indiana. spiration (ET) rate occurring in the planted bed, the constructed Date NH+4-N NO-3-N TKN TN wetland cell in their study produced (Day) (mg/L) (mg/L) (mg/L) (mg/L) no discharge to the absorption 1 4.2 18.3 6.0 24.3 field. In the current study,effluent 27 1.7 20.0 2.4 22.4 was observed discharging to the ab- 41 2.8 24.5 3.4 27.9 sorption field only during January 55 0.8 18.6 2.4 21.0 and February(winter)and Novem- 69 1.3 22.0 2.0 24.0 ber(late fall).This observation is 83 1.8 19.2 3.3 22.5 important considering the reduc- 97 1.9 4.1 3.4 7.5 tion of leach field allowed by the 113 ND ND ND ND Indiana State Department of 125 4.4 11.7 5.7 17.4 Health.Currently,the leach field re- 146 1.4 10.9 1.8 12.7 duction using constructed wetland 160 5.1 5.5 5.1 10.6 fluctuates from 33 to a maximum 181 2.8 0 3.8 3.8 202 5.2 0 5.4 5.4 of 50 percent,depending on soil 230 1.9 0 2.3 2.3 conditions in the area of the ab- 258 4.7 0 5.2 5.2 sorption field. 286 5.1 0 5.4 5.4 Also, a review of the data indi- 321 5.6 7.0 6.3 13.3 cates that ET may be affecting 349 3.9 5.5 4.8 10.3 treatment performance. During Mean 3.2 9.8 4.0 13.8 the high ET summer months, SD 1.6 8.9 1.5 8.4 water losses would cause a con- Max 5.6 24.5 6.3 27.9 centration effect that would ex- Min 0.8 0 1.8 2.3 plain the higher levels of BOD Mean concentration,standard deviation(SD),maximum(Max),and minimum(Min) and TSS and the change in the values of ammonia-N(NH+4-N),nitrate-N(NO-3-N),total Kjeldahl nitrogen(TKN), pH values.Warm water carries and total-N(TN=TKN+NO-3-N)for the recirculating vertical-flow constructed wetland less DO, and a smaller overall built in LaGrange County, Indiana.ND:Not Data volume of water in the system would result in a greater resi- de/ice 3 -Treatment efficiency values for the r. circulating vertical low con deilCe time in thesatunated anOX- strutted wetland built in LaGrange County, Indiana. NA: nut Applicahli is bottom portion of the construct- ed wetland bed.This could ac- count for the low DO, ORP, and Water Quality Parameters Recirculating Vertical-flow Wetland nitrate-N levels observed in the Influent Effluent Efficiency summer months. Coliform Bacterium(organisms/100 mL) 320,000,000 6,511 (-)99.9 Results for the oxido-reduction Biochemical Oxygen Demand (BODS(mg/L)) 185 5.2 (-)97.2 potential parameter were as ex- Total Suspended Solids(TSS(mg/L)) 94 3.4 (-)96.4 pected with high variable trend, Total Kjeldahl Nitrogenous{TKN(mg/L)) 53 4.0 (-)92.5 and it is well correlated with DO Ammonia-N{NH*`I-N(mg/L)) 41 3.2 (-)92.2 concentrations.Sewage effluents Total-N ((TN=TKN+NO-3-N)(mg/L)) 80 13.8 (-)82.8 from a septic tank have a high • Nitrate(NO-3-N(mg2 9.8 (+)400 oxygen demand and a high re- 0.8 4.5 NA ducin environment with ORP Dissolved Oxygen (DO(mg/L))g pH(standard units) 7.0-9.0 6.5-7.8 NA values reaching as low as 400 Temperature('C) 16 13.3 NA mV. Treated effluents usually Oxido-Reduction Potential (ORP(mV)) -350 +115 NA have low oxygen demand and can reach values of+300 mV (Easton et al., 1998). Favorable DO(mg/L) -a pH(Standard Unit) ORP conditions for nitrification -* -BOD (mg/L) + TSS(mg/L) and denitrification processes can 10 r,, occur from+200 to+400 mV and -50 to +225 mV, respectively. Theg 4 r • A. , ORP values during the testing pe- c ' • • ' • ` \ I. nod fluctuated from-15 to+413 a 6 a - 4 `r mV with a final mean value of L f +115mV. 0 4 • o Cooper and Green (1995) c • found that a vertical-flow con- 02 �' structed wetland can achieve es- sentially complete BOD5 removal • A • because of high amounts of oxy- 0 4 gen transfer through the gravel/ <• der���°r Qt� ,i,:\ �J�o �. PJA ��Q` Oce - 0 e root hair bed. Kumiadie and Kunze(2004) reported higher DO Month(2004) in effluent(6.6 mg/L) of con- structed wetland with vertical Figure 2--Profile concentrations for the recirculating, vertical-flow, flow than in influent(1.1 mg/L). constructed wetland built in LaGrange County; Indiana. High oxygen content in the filter bed is required for bacteria to re- move both organic and nutrient pollutants. g NH+4-N s Ni:>-N -+ TKN * Total-N Platzer and Mauch (1997) re- ported that the removal efficiency 25 t • of vertical-flow constructed wet- a ■ • lands depend on natural aeration E 20 ;\ to provide oxygen,and,therefore, s - A BODs, COD and NH+4-N removal oo 15 e + is high, but total-N elimination is R 10 k a \a limited. Luederitz et al. (2001) t1� , suggested that denitrification ca- m * \ i-_ pacity of vertical-flow wetlands is i ` .M ---'1.-- 14:// _ : S- poor.Their study showed TN re- 0 e _ moval of 71 percent without V 0 ; N. s4 G _ using recirculation.To improve r a\ 0° ��� �o, Q G �p 0� nitrogen compounds removal in )a F°' �qk, PQ 4, ). P 5v 0 vertical-flow wetlands, they rec- _ ommend intermittently loading Month(2004) the reed beds. In the present study,the timer allowed every 30 Figure 3--Profile concentrations for the recirculating vcrtic,ii-r'io... --- minutes minutes an intermittently loading constructed wetland built in LaGrange County; h ihana. of the wetland and the TN per- t/ .formance reached 83 percent of ..atment in the United Kingdom-the Whitehili.,T.f.,P.E.Brian Tercha,and J.F. rernoyal efficiency, first 10 years experiences.Water Science Davis.2003.Evaluation of a Technology 32:317-327. recirculating sand filter followed by a • According to Gustayson et ai. Easton,H.I.,Melinda Lalor,and Robert subsurface-flow constructed wetland to (2002), a properly operating con- Pitt. 1998.The use of a multi-parameter achieve denitrification. Small Flows structed wetland should produce sonde for in-situ photosynthesis/ Quarterly.vol.4.no.4. 30-35. a final effluent with less than 30 respiration in sewage contaminated U.S.Environmental Protection Agency !L BODS, less than 25 m /L waters. WEFTEC'98.Orlando, Fla.,pp. (EPA).1983.EPA manual:Methods for m 9 g 181-197.http://engr.smu.edu/- chemical analysis of water and wastes. TSS, and less than 10,000 easton/publications/wef98paper.pdf Office of Research and Development. counts/100 mL fecal coliform bac- Ebeling,J.,S.Tsukuda,J.Hankins,and C. EPA/600/4-79/020.Washington,D.C. teria. In the present study, the Solomon.2003.Performance evaluation .2000.Manual constructed wetlands final low values for BOD5 (5 of a recirculating sand filter and peat treatment of municipal wastewater. filter in West Virginia.Small Flows EPA/625/R-99/010.U.S.EPA Office of mg/L), TSS (4 mg/L) and coliforms Quarterly.vol.4.no. 1.27-37. Research and Development.Cincinnati, (6511 count/100 mL) indicates Gersberg,R.M.,R.A.Gearhearth,and M. Ohio. that this was a properly operating Ives.1989:Pathogen removal in constructed wetland. constructed wetlands.In:D.Hammer (ed.). Constructed wetlands for Conclusion wastewater treatment:Municipal, industrial and agricultural,431-445., Alfredo Garcia-Perez This study shows that the re- Chelsea, Mich.:Lewis Publishers Inc. Ph.D., has worked with circulating vertical-flow construct- Gustafson,M.D.,J. L Anderson,J.L.,S.H. the LaGrange County ed wetland built in LaGrange Christopherson,and R.Axler.2002. Health Department for t County, Indiana had high treat- Constructed wetlands.University of seven years as head of the Minnesota Extension Service.7 pp. ment efficiency.The results indi- Hanson,A. W.Zachritz, R. Polka, Luz-Elena on-site sewage program. cated that a constructed wetland Y.Mimbela,and B.Thomson.2002. He was recently prompt- " is a viable alternative technology Alternative small-flow wastewater ed to administrator. He to pre-treating conventional sep- technologies in the arid southwest. can be reached by e-mail at tic system effluents before land Small Flows Quarterly.vol.3.no. 3. agarcia@lagrangecounty.org. application and surface or under- 32-37. Indiana Department of Environmental Bill Grant, conducted re- ground discharge. Management(IDEM).2005.Available 0.--. This system was shown to be g search on groundwater y online at http://www.in.gov/idem/ contamination in aSSOCIa- suitable for residential or corn- water/npdes/sinkholerule.html. tion with the U.S. Geo- f i mercial projects generating Indiana State Department of Health(ISDH). sewage up t0 450 gallons per day. 1990.Rule 410 IAC6-8.1.Residential logical Survey creating a sewage disposal systems code book. GIS groundwater map for ' , , _ However, more recirculating verti- Kurniadie, D.,and Ch Kunze.2004. LaGrange County. He is cal-flow constructed wetlands Constructed wetlands to treat house an advocate for construct- � ,�j should be installed and tested to wastewater in Bandung,Indonesia. ed wetlands as alternative increase the water quality effluent Available online at http://jurnal- to conventional septic systems and can data available to help govern- kopertisa.cripod.com/12ol. Luederitz V.,E.Eckert,M.Lange-Weber,A. be reached at knobhill@ligtel.com. ment entities make decisions. Lange,and R.M.Gersberg.2001. References Nutrient removal efficiency and resource Mark L. Harrison, P.E., r T, ;= American Public Health Association economics of vertical flow and has over 27 years' experi- •, '.71' (APHA),American Water Works horizontal flow constructed wetlands. ence in wastewater treat- .�- Ecological Engineering.18: 157-171. ment and is licensed as a Association(AWWA),and Water Platter,C.,and K.Mauch, K.1997.Soil Environment Federation(WEF). 1998. 99 gprofessional engineer in Standard methods for the examination of clogging in vertical flow reed beds- Il mechanism,parameters,consequences Indiana, Iowa, Illinois, water and wastewater.20th ed.APHA. Washington,D.C. and solutions? Water Science and Kentucky, Ohio, MIChi- Bhardwaj,V.2003.Tech brief:Preventing Technology.35:175-181. gan, and New Jersey. He It World Health Organization. 1989.Health has been responsible for well contamination.On Tap.vol.3.no. r 3 1-4 guidelines for the use of wastewater in the planning and design of over 75 proj- agriculture and aquaculture. Technical Cooper, P.F.,and B.Green, B.,1995:ReedReport Series No. 778. World Health ects using constructed wetlands. He can bed treatment systems for sewage Organization,Geneva. be contacted at MHarrison@blainc.com. Call for Papers Papers are now being accepted for the juried Small Flows, manuscript submission guidelines and article section of Small Flows, the only magazine/ publication deadlines, please contact Kathy Jesperson journal devoted to onsite and small community at Kathy.Jesperson@mail.wvu.edu, or phone(800) wastewater issues (i.e., communities with popula- 624-8301, or write to: tions less than 10,000 or communities handling K.Jesperson,Small Flows magazine, fewer than one million gallons of wastewater National Environmental Services Center, flows per day). For additional information about West Virginia University,P.O.Box 6064, Morgantown,WV 26506-6064 • • • gniF� James F.King,President , pGf Town Hall,53095 Main Rd. 1101 Bob Ghosio,Jr.,Vice-President a i P.O.Box 1179 Dave Bergen M I Southold,NY 11971 John Bredemeyer ` Telephone(631)765-1892 Michael J.Domino -4' .0,1', Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1st day of construction 1/2 constructed V Project complete, compliance inspection 1 / `� 1e ill � a 1g &t ( � t � ( *Yew:uw�wa�vearasmv7attro.�+rt(ttYmv m�,+"n+m'ee+.m..rx„'•nna�mpm�'P+m!'>m'•m,w,rvrAee:.rummsmm+mn,ns n.mvvr,u.,,rsu„ xamnmev[c�^xrorcmwa�xw.vrn„�sr. mmy= j c '.. . , BOARD OF SOUTHOLD TOWN TRUSTEES { E SOUTHOLD, NEW YORK ' , . ' PERMIT NO. 8042 DATE: FEBRUARY 20, 2013 rs ... f ISSUED TO: FISHERS ISLAND YACHT CLUB f hI teli PROPERTY ADDRESS: CENTRAL AVENUE, FISHERS ISLAND &t � ,. :-,,,,;,4',-‘ss;c1t;1. SCTM# 10-1-9 & 9-2-3.1 ` !� ,S - I AUTHORIZATION . � a Pursuant r e e h pros isons of Chapter 275 tauten Chapter III of the Town Code of the Town of ,7 Southold and a re .rd mese u the Resolution of the Board of Trustees adopted at the meeting held on ( ',CriIiinI.,--Oe� I ebruaty 20 '013 and in cons +c. ion of application,n tee in the sum of$500.00 paid by CME Associates and �., ✓,�, subject to the I emts and Conditions as stated in the Resolution, the Southold Town Board of Trustees ' authorizes and permits the f ollc wiac: �� Wetland Permit to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field; ander ' plantings to provide visual screening of area for abutting property; and as depicted on z, s,,,:,s:-::: 4 the site plan prepared by CME Associates Engineering, Land Surveying & , t '= z Architecture, PLLC, Iasi dated December 27, 2012, and stamped approved on > a February 20. 2013 i / { IN WIT NESS Will-REOF, the said Board of Irustees hereby causes its Corporate Seal to be affixed, g e ' Ii and these presents to be subscribed by a majority of the said Board as of this date. ) =Rt .c,,,,,...,..;FL -r ,'�0�� COG- k14 it,` x ` o s � �Ipd NO.; y. v: � tit r .. c al'_.,,,i' ;' .1--etc,".'‘,”' f /i 1 � 73/40.r.-1 j li Q \ f/°y , !/ ® �. � `f/r t ,m. .;. ^" '>,u!�'�'^.wa Hamm u� -�,...,.. f i lee �., 4�Ih.�sx - >,!v '�"^,,...o,,,_�, !I Imo. • • TERMS AND CONDITIONS The Permittee Fishers Island Yacht Club, located at Central Avenue, Fishers Island,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I . 'Chat tine said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Pennh should be retained indefinitely, or as long as the said Pennittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work iiivo!viad will be subject to the inspection and approval of the Board or its agents. awl i; in-conipLince with the provisions of the originating application may be cause ha revocation of this Permit by resolution of the said Board. S. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. ] gat intim re opetations of the Town of Southold require the removal and/or alterations in the location of i he work herein authorized,or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee of the completion of the work authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. • • .'',•„ James F. King, President ito' S -• Of S�(/l*O Town Hall Annex Bob Ghosio,Jr., Vice-President ft IS 54375 Main Road P.O. Box 1179 Dave Bergen * jig I Southold, New York 11971-0959 John Bredemeyer cn iC 1 Michael J. Domino � �1 Telephone(631) 765-1892 we ,s0 Fax(631) 765-6641 .8 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT COASTAL EROSION PERMIT #8042C Applicant/Agent: J.M.O. Environmental Consulting Services Permittee: Fishers Island Yacht Club SCTM#: 10-1-9 & 9-2-3.1 Project Location: Central Avenue, Fishers Island Date of Resolution/Issuance: February 20, 2013 Date of Expiration: February 20, 2015 Reviewed by: James F. King, President DESCRIPTION OF ACTIVITY: To install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field; and plantings to provide visual screening of area for abutting property; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, last dated December 27, 2012, and stamped approved on February 20, 2013. INSPECTIONS: Final Inspection SPECIAL CONDITIONS: (apply if marked) In accordance with Chapter 111-15 Erosion Protection Structures: (N/A) A maintenance agreement is attached hereto and is a necessary special condition of this permit. BY: James F. King, President Board of Trustees • • James F. King, President � #aof S004, Town Hall Annex Bob Ghosio,Jr., Vice-President ' /4 ' � S. 54375 Main Road P.O. Box 1179 Dave Bergen t 41 14 t Southold, New York 11971-0959 John Bredemeyer N Michael J. Domino -41-O��I� Telephone(631) 765-1892 N. i0 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 20, 2013 Mr. Glenn E. Just J.M.O. Environmental Consulting Services PO Box 447 Quogue, NY 11959-0447 RE: FISHERS ISLAND YACHT CLUB CENTRAL AVENUE, FISHERS ISLAND SCTM# 10-1-9 & 9-2-3.1 Dear Mr. Just: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 20, 2013 regarding the above matter: WHEREAS, J.M.O. Environmental Consulting Services on behalf of FISHERS ISLAND YACHT CLUB applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, and Chapter 111 of the Southold Town Code, Coastal Erosion Hazard Areas, application dated March 14, 2012, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 20, 2013, at which time all interested persons were given an opportunity to be heard, and, 2 • • WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 and Chapter 111 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of FISHERS ISLAND YACHT CLUB to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field; and plantings to provide visual screening of area for abutting property; and as depicted on the site plan prepared by CME Associates Engineering, Land Surveying & Architecture, PLLC, last dated December 27, 2012, and stamped approved on February 20, 2013. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, )11404, James F. King President, Board of Trustees JFK/amn • • ca James F. King,President ,j t; Town Hall Annex Bob Ghosio,Jr.,Vice-President O 54375 Route 25,P.O.Box 1179 Dave Bergen y Southold,NY 11971 John Bredemeyer __7 4\ Telephone(631)765-1892 Michael J.Domino ,,..'' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: J, M . 0 . v14b10 tYWn-Fn f Concu ,'n Tor pshers Tsl�nd n�C � oPlease be advised that your application dated �IIy IZ has been reviewed by this Board at the regular meeting of 212DJ13 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1st Day of Construction ($50.00) / 1/2 Constructed ($50.00) Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50. Da BY: James F. King, President Board of Trustees • • % VFOLk James F.King,President CO P.O.Box 1179 r�' Bob Ghosio, Jr.,Vice-President ' • OS Southold,NY 11971 Dave Bergen ti + Telephone(631 765-1892 John Bredemeyer ,y T Fax(631)765-6641 Michael J. Dominol ,,,, y70 4, *nor Southold Town Board of Trustees Field Inspection/Worksession Report //`J , c';r_ /2f 'I /r rat Date/Time: f 0 / e 2013 gv .J. i , - J.M.O. Environmental Consulting Services on behalf of FISHERS ISLAND YACHT CLUB requests a Wetland Permit and a Coastal Erosion Permit to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field; and plantings to provide visual screening of area for abutting property. Located: Central Avenue, Fishers Island. SCTM# 10-1-9 & 9-2-3.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland c?a / 0 Part of Town Cod, proposed work falls under: --Chapt.275 V Chapt. 111 other Type of Application: 6.---V611-and Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Info needed: • a,✓ i — ,U05r 0 f �3er/'trF_ f � '1 of 411rzlf D C ,, ✓ Modifications: Conditions: ..-4/.''CS/Vi O/ aG1 5 T rc 1.177fr2 Tt/. NT� d2 ,',.- L X Cr/ ✓,J 7 u a) Present Were: J. B. Ghosio D. Bergen, J. Bredemeyer Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: S Penelope C. Sharp EiVl'/RONMEN7AL CONSULTANT 225 Reeds Cap Road East 8 Nortldbrd,CT 06472 I rleplione/Facsitnde (203)484-0134Eil — .- ( r May 14, 2012 11 MAY 17 2012 !` Board of Town Trustees ! q Town Hall Annex Building L__ a `- ----— 54375 Route 25, P.O. Box 1179 Southold NY 11971 Re: Fishers Island Yacht Club, SCTM# 1000-010-1-9 & 1000-009-2-13.1 To the Board of Town Trustees: I recently received a notice from the above-referenced property owner regarding the proposed installation of a sub-surface sewage disposal system. As an adjacent property owner, I have several concerns regarding the proposal. The proposed waste water system is immediately adjacent to my property,thus eliminating any possible buffer plantings to screen my yard from the road and the waste water treatment system. I would request that the proposed system be shifted approximately 20 to 30 feet to the west. Furthermore, the soils in the area are extremely sandy and porous. The system is up-gradient from the septic system for my house. I would like to have some assurance that no interference with the septic system on my property will occur. I would also suggest that an archaeologist be hired to evaluate the area prior to construction of the proposed sub-surface disposal system as many pre and post Columbian artifacts have been discovered at my property and within the general area. The map that accompanied the copy of the application has my name on the plan incorrectly. It lists the parcel as belonging to Penelope C. McPherson when in fact it should be Penelope C. Sharp. Thank you for your consideration of these matters. Should you have any questions, I can be reached at the above address and telephone. Sincerely, /2-k P Penelope C. Sharp • Penelope C. Sharp ENVIRONMENTAL CONSULTANT 225 Reeds Gap Road Fast 8 Northford,CT 06472 Tclephone/Facsimle (203)484-0134 May 14, 2012 , 7 � o Board of Trustees Town of Southold Re: Fishers Island Yacht Club, SCTM# 1000-010-1-9 & 1000-009-2-13.1 To the Board of Trustees: I recently received a notice from the above-referenced property owner regarding the proposed installation of a sub-surface sewage disposal system. As an adjacent property owner, I have several concerns regarding the proposal. The proposed waste water system is immediately adjacent to my property, thus eliminating any possible buffer plantings to screen my yard from the road and the waste water treatment system. I would request that the proposed system be shifted approximately 20 to 30 feet to the west. Furthermore, the soils in the area are extremely sandy and porous. The system is up-gradient from the septic system for my house. I would like to have some assurance that no interference with the septic system on my property will occur. I would also suggest that an archaeologist be hired to evaluate the area prior to construction of the proposed sub-surface disposal system as many pre and post Columbian artifacts have been discovered at my property and within the general area. The map that accompanied the copy of the application has my name on the plan incorrectly. It lists the parcel as belonging to Penelope C. McPherson when in fact it should be Penelope C. Sharp. Thank you for your consideration of these matters. Should you have any questions, I can be reached at the above address and telephone. Sincerely, Penelope C. Sharp i /JO /0 1110 THE HENRY L. FERGUSON MUSEUM 1990 NEWSLETTER VOL. 6, NO. 1 FISHERS ISLAND, NY 06390 (TEL. 516-788 -7239 - MUSEUM '; c - or 516-788-7293 - CURATOR) MUSEUM HOURS: :yz 9:30-12:30 (Mon.-Sat.) 11:00-12:30 (Sun.) and by appointment. R SPECIAL SUMMER OF 1990 EXHIBITION ARCHEOLOGY "SPORTING AT FISHERS ISLAND" Construction of the archeological wing to the Museum began in early May. Work is being done by the BLUE Opening with a special preview for "FRIENDS" of the WATER CONSTRUCTION COMPANY and is scheduled to be Museum on FRIDAY, JULY 1 1990, 5:00-7:00 p.m. will be completed by July 1. The Indian Room" was made the special summer exhibition, "SPORTING AT FISHERS possible by three major gifts, many individual ISLAND." On display in the Historical Room wig contributions, and with funding from the Museum s photographs and articles relating to the wide variety endowment. We are deeply indebted to James Righter's of sports that have or are still taking place on the Architectural Firm for designing this addition. Island. The first owner, John Winthrop, Jr. in the mid-17th century considered his domain not only The new roan is being added to the north end of the productive farm land but also his own personal hunting existing building and the Indian Room is 20 x 24' preserve. with a basement storage area and a 10 x 10' space between the main building and the Indian Room which In the late 19th century Scottish gamekeepers came frau will be used for the growing Library and a possible "the olde country" to manage the Fishers Island Hunting 'SHOP.' Club. From this stemmed the importation of a fine breed of hunting dogs, English Springer Spaniels. In The Indian Room is planned not only for the display of the 1930s Fishers Island hosted the most major Field the collected artifacts, but more importantly for the Trials in America for the hunting spaniels. Not only educational facts gained fran the professional were the first Springers from Scotland, but during the archeological work that the Museum has sponsored for '30s the judges for the Trials were also brought over the past five years. A magnificent financial gift has from Scotland. Henry L. Ferguson, for whom the Museum recently been received by the Museum which will enable is named, became deeply involved in raising and the lighting, educational exhibits, and other visual training Springers in his Falcon Hill Kennel and in displays to be of the highest quality. 1932 wrote "IHE ENGLISH SPRINGER SPANIEL IN AMERICA" (copy in the Museum library). No date has yet been set for the dedication and opening of the new archeological wing. Please watch for The Museum has a great deal of material about these announcements. Springer Field Trials in the '30s which has never before been displayed until now. Fishers Island is notorious for its sporting activities, albeit only its residents know of than. The "SPORTING AT FISHERS ISLAND" exhibition includes such sports as: sailing and motor boating; golfing; fishing; tennis; swimming; jogging; snorkeling; croquet; flying; and the Fishers Island Free School sports of soccer, baseball, basketball, volleyball, and golf. Come and enjoy this special show which will continue through Labor Day weekend. May 1990 Museum's new "INDIAN ROOM" takes shape. —1— ALLONS EWA. science tea from the F.I. school, is Curator of Parlez moi de --- Race Rock? Is that a Winthrop collections. Ed's knowledge of the flora and fauna of running for his life down Isabella Beach, pursued by the Island is phenomenal and he keeps daily field Pierre Le Pirate? Mon Dieu! Qu'est que c'est? notes. It has recently come to light that at the beginning The Osprey nesting is always of interest. In May 1989 there was a Winthrop, but there were also French there were 20 osprey eggs in all the nests. On July privateers deploying forces against the English from 10, 1989, 8 young were counted in four nests. In April Fishers Island. Don Malcarne, working with the 1990 Horning reports five active nests but as of ir archaelogist, John Pfeiffer, has uncovered letters and mMay, no egg or young count has been taken. records from the late 17th century, and early 18th , century, concerning French attacks on English men-of- The following are highlights from Ed Horning s 1989/90 war around Fishers Island. Field Notes: JULY: Golden Plover; 2 Least Terns (becoming rare); In lengthy letters, dated July and August 1690 from the Tk Skimmer; Xerxes Society Butterfly count - 12 Reverend Gurdon Saltonstall, at that time Minister of species; 1 Piping Plover (becoming rare); Baird New London, to Fitz-John Winthrop, Saltonstall writes sandpipers; sharptailed sparrow. of skirmishes between the French and English. AUGUST: Wilson Phalarope; Royal Terns. "This morning about eight of y clock wee discovered aty SEPTEMBER: Hawk migrations, all varieties; parasitic west end of Fishers Island, standing in between that & jaeger. Long Island, 4 vessels, a ship, a catch & 2 sloops_. . " "There y lay a considerable while with y English OCIUBER: 1st - 54 Bob Dewire group - 43 species of colours flying; at last y put out y French colours, birds. Oct. 3-10 11 Peregrine falcons seen; Lincoln fired a great shot, ." He goes on to describe the sparrow; vesper sparrow. attack on the French pirates by English ships. NOVEMBER: 35 Gannets; Ipswich Sparrow; Fox Sparrow. In another letter several days later, Saltonstall DECEMBER: Island Pond (or Oyster Pond) 2 Bonaparte writes of anchoring at Fishers Island, and sinking and Gulls, 75 ducks, including Mallards, Blackducks, capturing several ships. In this letter he also tells wigeon, pintail and redhead. Winthrop that his holdings on Fishers Island are in DECEMBER 30, 1989 CHRISTMAS BIRD COUNT: 40 species trouble. including a record number of 200 Blackducks near Oyster Pond. Mr. Smethurst speaks as much of y loss you JANUARY 1990: Grey seal; Coopers, Goshawks and have sustained there as we know. When I got home, I Redtailed Hawks on Island; Bird feeders and Otis Horn's found all your Islanders but Jonathan in a very great pigeon coop attacked by Coopers and Goshawks. fright hurrying to Boston . . ." FEBRUARY: 7th - Redwings and grackles returned; 20 In the same letter to Winthrop, the Minister of New seals; Woodcock calling; Skunk cabbage up. London discusses a battery of "great guns" to be brought to the Island from 'Say-brook" and a proposal MARCH: Oyster catcher back; robins; 15th Male Osprey for a beacon to be placed on "Mt. Prospect." returns Hooded Mergansers; Woodduck; 23rd Double Crested Cormorants return; 40 Harbor SeT at Pine Things had not improved by June of 1712. In a meeting Island; Ipswich Sparrow; 23rd 2 female Osprey; 26th of "The Governour and Council, June 2, 1712: upon the Barred Owl back to same nest. consideration of the hazard of the coast and coasters MID-MAY: To support the TERN colony on GREAT GULL by reason of the French privateers . . . Ordered, that ISLAND, N.Y., the Museum pledged $1.00 per species of a beacon be erected on Fishers Island, in the usual bird that Fd Horning could identify in two days. Ed place on the western point, and an out guard of seven spotted 89 species. Thank you Curator Horning for your men maintained there . . profesionally scientific observations on the Island. So it seems that only a few gallant men prevented Fishers Island, weor know. it,rfrom becoming, a Fneand colony in the New World. Perhaps today, addition and restoration could be in progress at the Bonaparte House, not far from the ninth fairway. (Written by Robert K. White) MAY 1990 ARCHEOIDGY The Museum was most grateful to the Sanger Fund for its financial support in 1989 of three ageological FIELD NOTES programs: one, the partial funding for the two weeks in May of professionally led work at two sites - TWO Although the Museum has the necessary permits required SPRINGS and TURTLE POND, two, the completion in August for the collection of bird specimens, it has not been of 1989 of the productive TWO SPRINGS SITE, and, three, used since 1964. Birds that are found dead and in the funding of Historic investigation of the earliest presentable condition are sent to the Museum's settlement of Fishers Island by its first White taxidermist, Scott Sansone, for mounting. The rare inhabitants. We are most thankful to the Sanger Fund GLAUCOUS GULL is one of the recently received mounts. for supporting this important work which has nearly A Whip-poor-will, Night hawk, Indigo Bunting, and been completed and half of the Historic Report has been a very rare Connecticut warbler also join this received from Donald Malcarne of Essex, Connecticut who distinguished ornithological collection. was commissioned by the Museum to investigate the early land records pertaining to Fishers Island and to Fishers Island is most fortunate to have Edwin Horning attempt to establish the history of the Island's and his wife Catherine as year-round residents. supposed earliest housesThe Winthrop, Fox Mansion, Catherine is the Museum's attendant and Edwin, retired and Brickyard. Robert White 's humorous article 'Alfons Enfants" in this newsletter was based on the research done by Don Malcarne. -2- • The following four objectives were in 1988 for the continuing archeological work on Fishers Island: 1. To trace the prehistoric cultural ecology and , cultural change in relation to the changing '--. postglacial environment on and around Fishers Island. 2. To generate a radiocarbon-dated sequence of dates on Fishers Island. 3. To map the distribution of sites of all periods in relation to microenvironments on the Island. & yy, 4. To reconstruct the postglacial ecological history of the Island, including the effect of rising sea Z s level on land areas, floral and faunal resources, and human settlement. ' ¢"` The nearly total concentration of archeological investigation in May of 1990 was done at the SHARP SITE. It was the opinion of the professionals that with the exception of #3 above, many of the objectives stated above could be furthered. SHARP'S is a shell midden, an Indian garbage dump which was used for approximately 3,000 years (the Woodland Period, 1,000 BC-1500 AD). That Indian collecting of shellfish for food is evident in the three to four foot layer of shells that extended down to 95 centimeters. Mixed with the shell and dirt was found: pottery, projectile points, bone awls, a fish hook, fragments of a ceramic pipe, maize kernels, nut fragments, chenopodium (goosefoot family) and bones. The rich calcium from the shell deposit preserves the bones of animals which the Indians killed and ate. The following bones have been identified: Black Whale deer, birds sealy a Two of the professional archeologists: Dr. Robert variety of small mammals, turtles, tautog (bIackfish), Funk, N.Y. State Museum, Albany (left) and John sturgeon, fish, and animal teeth, and even fish scales! Pfeiffer, Southeast Connecticut Archeological Association. This is their fifth year working together The professional scientists now have a rich variety of with volunteers in exploring Fishers Island's subsistence material from the SHARP site to process. All of this will enable the archeologists and archeological and anthropological history. anthropologists to generate a picture of pre-historic existence in the Fishers Island area. This evidence will form part of the Ferguson Museum's archeological collection and will be a major contribution to New York State's knowledge of Indian life on a New York State island. The Board of Governors of the Museum extends to Greg and Penni Sharp sincere thanks for permitting the very important "dig' on their back lawn in May. Their keen . - interest in this scientific undertaking made possible q new discoveries which will contribute to furthering our knowledge of the first inhabitants on Fishers Island. Because of scattered surface finds of "arrowheads" and "chips" on North Hill in the summer of '89, test holes were dug and two new Indian occupation sites were discovered. They are known as "FLOUNDER IN NORTH" and "FLOUNDER IN SOUTH." A number of one meter squares were excavated in '89 and in one, more than 200 quartz „„;» chips, charcoal, maize, and pottery were found, ^'- indicating an Indian habitation and manufacturing location of the Late Woodland Period (c. 1,000 A.D.). Fresh water was close by and twenty yards from the NORTH site was an abundant supply of quartz cobble stones on the beach. Dr. Funk and his assistant, Beth Wellman, mapped the two newsites in May of 1990 which, - - although small, confirm the theory that Fishers Island, General view of the Woodland Period (1,000 BC-1500 AD) over a 10,000 year period, maintained many small, SHARP SITE Indian shell midden looking south across scattered family or extended family-sized groups of West Harbor with Yacht Club dockage to left. This native Americans. midden was identified by Henry L. Ferguson in his N.Y. State 1935 Monograph "Archeological Exploration of - Note: It is anticipated that the Turtle Pond Site L1 Fishers Island, N.Y." The site was referred to then as mid-Island with a possible wigwam remains may be "BAYVIEw," named for the early hotel of that name which excavated later this year. That would be a "first" for overlooks the Sharp's house. Ferguson listed the the Island. midden as 150' x 90'. -3- • AR(7IEDI.OGY 1990 - 1AE SHARP SI 40 �+— M1`r„'°5 f,. ih(•� � Ncuea., ,� 'TF4mM1` s4 . ��.�;* Professor Richard Gould, anthropologist and author, Professional John Pfeiffer using fine mesh flotation Brown University, helped during the second week. He is screen and searching for food fragments and charcoal panning, not for gold, but with a fine screen and is from the midden for carbon dating. Libby Cook and lifting off light, floating material from the midden. Catha Hesse were of great assistance during the second This "flotation method" produced charcoal, maize, nut week. fragments, even fish scales. Radiocarbon testing of the charcoal will determine the fairly precise dating of the shell layers. T 5 ry X63 .by_ u. Left to right: John Pfeiffer, Roger Moeller, President The small material sorting table at water's edge. Left N.Y. State Archeological Assoc., and Dr. R. David to right: Dr. Drucker, Paula Weintraub, volunteer, Drucker, 'Mesoamericanist' and member of KRUEGER Professor Gould. Missing is Dr. Gordon C. Tucker, ENTERPRISES (specialists in radiocarbon dating). John visiting Botanist from N.Y. State Museum, Albany. P. Pretola (not pictured), Curator of Anthropology, Curator Edwin Horning was showing him the Island's Science Museum, Springfield, Mass. also participated. flora. -4- • ARCHEOLOGY 1990 - THE SHARP SITE • o 1 a -.,mo=w tp .., ,_ �` s rye`' • ,. ,:•—s. tro • ARq R e y a. F'. ft 40 , § wi The SHARP SITE midden trench, approximately 20' long, 39" wide with a depth of 95 centimeters. Indian John Pfeiffer in trench and volunteer, Middletown,. CT artifacts, shells, charcoal, and food remains were high school sophomore, John Merrill. Pfeiffer is found to this depth. Below that was sterile glacial kneeling in the mud and shells at 95 centimeters. till. Several hearths were discovered at this depth with projectile points, pottery, charcoal, and bone fragments. Note the hose behind Pfeiffer which led to a pump to help keep the water level down. It was dirty work in the trench and doing the water screening. x + .. . ......... . . . .... — ,__, . b_. , . . ...... . 4‘.. . .... .. ix,„,..” «tea. y.< .�r. . _ _ _. ... m. e€ r May' At the west end of the trench, in a meter square May 10 at 60 centimeters and Indian hearth (cooking excavation, pottery was found (center of photograph) area) circled with stones shows large 'scapula' surrounding cracked shells possibly cooked in the (shoulder blade) bone, probably deer or seal and in broken vessel. Note: Most of the pottery rim sherds center under date on sight to left of small white were decorated either by a scallop shell indented into arrow, pottery fragments. Nearly half of this vessel the soft clay before firing or by the 'brush' or may have been recovered. 'paddle' method. —5— • ARQR7ImY 1990 — THE SHARP SITE 4111, }}��m�__ry�PPl,yy inT�4 J64 WA).(. 5-t710 !EP • so • Air • ati» • x , Nine days after the SHARP SITE was opened, part of the trench had been excavated and screened to a depth of 95 Two professionals, Dr. Robert Funk and his assistant, centimeters. Note the shell refuse extending down into Scientist Beth Wellman, both from the N.Y, State Museum, Albany, N.Y. at the newly discovered Indian the rising water and mud. Evidence of Indian site (1989), FLOUNDER IN NORTH. This was a living and occupation reached down to 95 cros. Samples of charcoal manufacturing of projectile site. from this level will be radiocarbon tested to determine - the approximate date. Core samples Erom different levels when analyzed for pollen will provide evidence of the flora in existence during the Indian occupation at SHARP'S. • • ‘ :ai A Quohog shell ornamental object found while screening The hand belongs to Rick Ahman. He is holding left the mud and shells from the trench at 85 cms. Shaped to right: quartz Laurentian point (late Archaic like a projectile point, it is 1 3/4" long, slightly Period, c. 1500 B.C.); NEVIL/STARK point c. 2000 B.C. curved and indented with an ornamental pattern of dots. quartz and R.I. Green Stone "chips." They are surface The professionals had never seen such an object and finds from mid-Island. think that it might have been a necklace pendant or have some ceremonial purpose. It was a major and "sharp"-eyed "find." —6— GENERAL it • LAND TRUST On September 17, 1989, the Museum sponsored a "State" During 1989, two additional parcels of land were visit to the "Independent" Island of North Dumplingl/• given to the Museum, making a total of nine under The Island is now owned by a Lord Dean Kaman, a young ease TRUST management.plotofDavid anFHarris gave an and successful inventor of medical paraphernalia. easement for a plot 0.75 Sti neof acre and Albert. Twenty persons from Fishers Island paid its neighbor an Wei thank III and Susan K.sincerely for these doworthyated 2.38 acres. official pre-summit meeting and pledged support of We thank them botheother for Islanddonations North Dumpling in the event of any threat to that of land and hope that Fishersplandowners Island. North Dumpling warmly received its visitors will considerNDUsimilar gifts of precious land. (Please and when North Dumpling was made an Honorary "FRIEND" see LAND TRUST MAP.) of the Museum, the President of the Henry L. Ferguson was declared to be the Fishers Island Ambassador for Cultural Affairs to North Dumpling. It was a treat to see her Navy (Old Aluminum Sides, a t0 retired U.S. Army "Duck"), her money in denominations " of ten thousand 'Dumplings," and her postal system with 2 the express stamp a TURTLE and regular mail a SNAIL. Ai a 'Si It is hoped that a second pre-summit reunion can be H co (Sicn arranged for the summer of 1990. o gcsi Scc tn 2 N Q 1/ Purchased from the Winthrop Family in 1847 and 5 v i& 'O > , 2 N = W — house erected thereon. a ill ¢ o f 2 W W4. LL J L THANK YOU J T 2 THANK YOU Tom and Bunty Armstrong for the fund raiser w 2 on May 5, "DAFFODILS AND COCKTAILS" and thank you Mary i = Russell and your helpers who raised $900 for the R . Museum! t, U{z oyyt SANCTUARIES 9 < 5 G - The three major wildlife sanctuaries that the Museum 1H' ''.a • mat '• maintains are: the H. LEE FERGUSON, JR. SANCTUARY, w . o < '-' NO' g H O four acres with pond behind the Museum; the L. F. BOKER ' oM. /' a E o 0 DOYLE BRICKYARD SANCTUARY, 15' acres; and the BETTY N z u °` 8 $ MATIHIESSEN WILDLIFE SANCTUARY of 8 acres. Nature An $ iio t -4 trails are marked and a Guide Book for the BETTY gni el el O°U i l MATIHIESSEN SANCTUARY is available at the Museum. w a, •1155 w , •M • O z� z m c 4w-e+a 01 1 t titl < Wn E • L h, '4 • > '4y ry •'e " W�!'''yyyy'��{� ois w N W •, Z u r 0 o cc � S - a1. -Po H> O •iG m NK .X N U < adf H :e Q R HH U C M ii 0 9Nli H5 FC OWN 2 ti >4 0 M I g , cc a0.�.. m , K O 4N1 liEF, row° r, 5 C 4 4 ro m - Sign at entrance to BETTY MATTHIESSEN WILDLIFEtrill".t . SANCTUARY (at the Oyster Pond) 4110 1990 SUMMER EVENTS MID ANNOUNCEMENTSANNOUNCEMENTSANNOUNCEMENTSBECOME A "FRIEND OF THE HENRY L. FERGUSON MUSEUM" . Saturday, June 30: Museum officially opens (Daily 9:30 a.m.-12:30 p.m., Sundays 11:00 The Museum has been and is financially supported by its a.m.-12:30 p.m. and by appointment interested friends and modest endowment. The Museum 7293) has an obligation to become the center for Island ecology as well as to collect, educate, preserve, and Friday, July 6: 5:00-7:00 p.m. Preview opening for display its collections. Special Summer of 1990 Exhibition" � "SPORTING AT FISHERS ISLAND" Help the Museum to acquire land on the Island for the preservation and protection of its natural resources Tuesday, July 24: 7:30 p.m. Union Chapel; Slide and open spaces for future generations. (See the Henry Lecture: "A YEAR IN AN ESKIMO L. Ferguson Museum Land Trust brochure with VILLAGE" by David and Annie Burnham preservation options for the landowner.) Life Friend $1,000 or more PUBLICATIONS AT THE MUSEUM Sustaining $ 500 - $999 Contributing $ 100 - $499 1986, 1987, 1988, 1989, 1990 NEWSLE'TT'ERS Family $ 25 - $ 99 Individual $ 10 - $ 24 FISHERS ISLAND LAND TRUST PAMPHLET Junior (under 18) $ 1 - $ 9 BETTY MATIHIESSEN WILDLIFE SANCTUARY TRAIL GUIDE Additional Contribution $ OCEAN PONDS OYSTERS pamphlet by Carey Matthiessen Name FISHERS ISLAND CLAM FARMING by Steve Malinowski Address City THE INDIANS OF FISHERS ISLAND (MUNNATAWKET) by Marion Ferguson Briggs State Zip VICTORIA AND ALBERT'S HISTORY OF FISHERS ISLAND by Checks should be payable to the "Friends of the H.L.F. Charles B. Ferguson Museum." NATURAL HISTORY BOOKS available for study in the .�rrr Museum. Gifts of books and pamphlets are welcome. lam` THE BOARD OF GOVERNORS PERMANENT PHIBITIONS Richard S. Baker, Secretary ORRNITHOLOGICAL: Mounted specimens of many birds of the Martha F. Buller Island. Charles B. Ferguson, President Marie Gaillard ARCHEOLOGICAL: Artifacts from the Island dating back Edwid H. Horning, Curator to 8,000 B.C. Elizabeth F. Husband, Vice President Robert J. Miller, Treasurer FLORA AND FAUNA of the Island. Elizabeth H. Cook Jean Leuchtenburg HISTORICAL: Memorabilia, photographs, articles, Steven Malinowski documents, and paintings reveal the past and present G. Carey Matthiessen life and look of Fishers Island. Mary F. Russell Penni Sharp Robert K. White Katherine H. Sturtevant (Honorary) Museum Attendant: Catherine Horning BECOME A "FRIEND OF THE HENRY L. FERGUSON MUSEUM" GLAUCOUS GULL: Larus hyperboreus hyperboreus (mounted NATURE WALKS specimen) 26 to 32". A large pale Gull (without dark wing-tips. Range: Arctic, s. in winter to New Jersey. July and August. Start 2:00 p.m. from the Museum. (p. 110 A Field Guide to the Birds, Roger Tory Conducted by Curator, Edwin Hornig. Tuesdays for Peterson, 1973). Rare specimen found by Ellen and Bob children, Wednesdays for adults. (Sponsored by the White. Island People's Project.) -8- " I . N • - . *41 .1-- ?1 I i ? 4, 1--"N, • .... Is i• ••- „ .-,.. ' ,_ -- --•,,--••"?-,,='i• -:'. •'0 , , 4.1 s , ' t L „ , . ..,, '-_'•-aritiritalipildjKl* ''' .4--- -0 11 ,0 'it. - • n•I& '' ; 4 ' ". . Jo, vii , '4 % '- • f 0 1 # Iii • ' '."--T' 1, ** **‘ 4%*T •5 . ' '''. I ' ..' 0 iii: .,' 14., 7 s.A , ;. ?,„ , . ..t 1(.... . '....,; :- ..,,, ____, ,...:. ., ,..; . :` . ". IVFishers Island Yacht Club Lt 14 ii i .,A,Vt ,„. st ,v. • . - • q ,,, 4 4", 1-ra . i ,. I ' 7 ' ' . :141*, Central Ave.,Fishers Island • 'l 4--' '.--,,Nliti S .11 • - • ''. 'X, ... - 1 '.., A k . . , ei ,4 r t.. \4, . •% • • ,.., l ' , i ,, •, •A, * , -.'- i*:LIP . .' . . . . SCTIAtt 10-1-9&9-2-13.1 I --r 1 :• ALS. cizAk•-...• -_:1•...--Y/ ,,,, ,' \ -.. - - .., .. . ,,, ., f, ‘. . ' 7,70.4,tioa, • , '.- Iii..,_.- ,' • :::1:1\.:. .. '::'' 4/20/2012 ' , , _ . _ _,__, .. , ,-- , - .. 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Box 1179 ‘,:t* , '1.1` Southold,NY 11971 ' Q .DOI Telephone(631)765-1892 i 1111 d' Fax(631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., April 11, 2012 the following recommendation was made: FISHERS ISLAND YACHT CLUB to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field. Located: Central Ave., Fishers Island. SCTM#10-1-9&9-2-13.1 The CAC did not make an inspection, therefore no recommendation was made. S • • SUf FO( James F. King,President •OHO CO P.O.Box 1179 Bob Ghosio,Jr.,Vice-President 4 \ Southold,NY 11971 Dave Bergen y t Telephone(631 765-1892 John Bredemeyer T; ).•••).••• Fax(631)765-6641 Michael J. Domino l4-1 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: //P/2 2,x )-o Z ! G ' FISHERS ISLAND YACHT CLUB requests a Wetland Permit and Coastal Erosion Permit to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field. Located: Central Ave., Fishers Island. SCTM#10-1-9&9-2-13.1 Type of area to be impacted: saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Infc>needy--- ,1//971)g L g?CSD a/r-ea: /z& J,c W — 1— uJ rt-P Modifications: ?CCo /H/z1 "7) p -y 10i;GC S LoN G-• /e#b SgJ 1 7v 64 Africa L. /- Lieu - o #-F Adz, frrtitrie Conditions: Present Were: 4J. King B. Ghosio D. Bergen, �J. Bredemeyer L- Michael Domino D. Dzenkowski other Form filled out in the field by K(A Ai G Mailed/Faxed to: Date: S T. 11 1 It / 5 � Tam ¢ nZd) ( AN 1 Ate Natc,- 4> 1 a z �_ eILI \ --, c'e 227.:4., I .... L— 5-r ajr ice. i � ter. �k `*,.i. ,.x ® I. r it tat, 4itti .... . - 0 �" � ` yW0, i /WY HARBOR a es, g • "? zw' C 03) ....... 4. i. N) / \ le I ,,r -44:: ° 11: A. a:., In JM �'\�� \:'11. �, Y l 5 _ ®.. %/J., moo iiik. • (3,,,, „ Or . I� haitsm IL. ilfr * Ce'llillir I S / Plikt 4#1* "04, s - It 1 g v SI s SNOTICErte' COUNTY OF SUFFOLK © ® .,.� °°J1M01° SECTION xo RealPmpeM Tax Servi a Agency . — ... . PROPERTY kw tee— —r �.. .a.. REAL OR WET,440 MJI.LE // n ) N oz.. , .- -- SW, ( y elpH ' FilL49 , il hat F—� Q j W.. i2 ii-co 02 2444 map. o.,� OOSE 0 16 awn 7—. " IN AN rsu • K " -• nce 1t E Ha / iC• cE.T sEST HARBOR ow ( � r `.I) ®t ,, 1 lit ii,/, � � .fid asir oir % T�Aa �tt �� ^'\ '' ' ' ao-va x. x[unrt r[uUSle . h I V . 4 44* . ' ''1 4 1 - FP -2e• 1 Baa 4�f �P \ • • E]y 71_,-;;' E .� � y .Eo,, .. SEE SEC. !!!' ---- 42,'3 ± 1 --fit-n " r. Y } " u..r..E m SELT . NO .. �. ,�„.... .a �e NOTICE COUNTY OF SUFFOLK vy .._ . a . } Real PrMTm ServiceAgency ol e ..,.moo 10 a . � oorEA p . .s. .r.rz«a.mr. • • J . M.O. Vy,11 , Environmental Consulting Services January 22, 2013 Board of Town Trustees Town of Southold [RECEIVE D D Town Hall Annex 54375 Main Road P.O. Box 1179 JAN 2 9 2013 Southold, NY 11971 thol. own Attn: Elizabeth Cantrell Re: Fishers Island Yacht Club S.C.T.M.Nos 100010-1-9 & 1000-009-2-13.1 Dear Liz: Enclosed please find are the revised plans for this project which I neglected to include in my last letter to the Trustees. As you may recall at the public hearing for this project a letter from Ms. Penelope Sharp was read into the record. Ms. Sharp had concerns about screening her property from the project, archaeological artifacts which might exist on site and that the project might impact her sanitary system. For you review I have enclosed a letter from Ms. Sharp stating among other things that she now has no objections to the project. For your review I have enclosed copies of the revised plans prepared by CME Associates last dated 12/27/12 that depict the plantings which will now screen Ms. Sharp's from the road and the project site. As always should any member of the Board have any further comments or questions pertaining to this project please feel free to contact me at any time. Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O Box 447 Quogue, New York 11959-0447 • • Mo res ectfully, . .d • G E. Just • • Penelope C. Sharp hNl7RONM1:N7nL CONST v1.7:AN7' 225 Reeds(tap Road East 8 NorOdord.CI'06472 I rlcplwito Fat simile 1203)481-0144 ECE VE January 3, 2013 JAN 29 2013 Board of Town Trustees Town Hall Annex BuildingSoutholdTownes Boarrds of Trusstete 54375 Route 25, P.O. Box 1179 Southold NY 11971 Re: Fishers Island Yacht Club. SCTM# 1000-010-1-9& 1000-009-2-13.1 To the Board of Town Trustees: I recently received a copy of revised plans from the above-referenced property owner regarding the proposed installation of a sub-surface sewage disposal system. As an adjacent property owner, I formerly had several concerns regarding the proposal. The proposed plan now includes buffer plantings to schen my yard from the mad and the waste water treatment system. I have also received assurance from the site engineer that no interference with the septic system on my property will occur. The current Commodore of the Yacht Club, Colin Cashel,has agreed that an archaeologist can be present during the excavation to document any pre and post Columbian artifacts that may be discovered within the general area. At this point,I have no objections to the plan as revised. Sincerely, Penelope C. Sharp • • \ ,', J . M.O. Environmental Consulting Services pE FIVE -)` January 3, 2013 -1° 92(113 JAN - —1 Mr. James King, President thol. own Board of Town Trustees Board of Trustees Town of Southold Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 Re: Fishers Island Yacht Club Central Avenue, Fishers Island Dear Mr. King: At the Board's meeting held on 5/16//12 this project was placed on "hold" due to questions that were posed to the Board in a letter dated 5/14/12 written by Ms. Penelope C. Sharp who is an adjacent property owner of the project site. In that letter Ms. Sharp was concerned about her property being screened from the proposed sanitary system, the location of the proposed sanitary system as well as the possibility of pre and post Columbian artifacts being located on site. The project engineer, Mr. Richard Strouse has had conversations with Ms. Sharp regarding her concerns. Upon discussing the matter Mr. Strouse has made revisions to the project. For your review I have enclosed copies of the revised plans as well as another letter from Ms. Sharp in which she states "I have no Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O Box 447 Quogue, New York 11959 0447 • • objections to the plan as revised". Upon the Board's review of the revised plans please feel free to contact me at any time should the Board have further comments or questions regarding this manner. Re• • 11 , / Gle t . Jui ' Penelope C. Sharp IdH l ilia _ �, cr!u aia IJ..inilu 111$ 181 tiit; RR:RV; January 3. 2013 lE Board of Town Trustees Town Hall Annex Building 54375 Route 25. P.O. Box 1 179 Southold NY 11971 Re: Fishers Island Yacht Club, SCTM# 1000-010-1-9& 1000-009-2-13.1 To the Board of Town Trustees: I recently received a copy of revised plans from the above-referenced property owner regarding the proposed installation of a sub-surface sewage disposal system. As an adjacent property owner, I formerly had several concerns regarding the proposal. The proposed plan now includes buffer plantings to screen my yard from the road and the waste water treatment system. I have also received assurance from the site engineer that no interference with the septic system on my property will occur. The current Commodore of the Yacht Club,Colin Cashel, has agreed that an archaeologist can be present during the excavation to document any pre and post Columbian artifacts that may be discovered within the general area. At this point, I have no objections to the plan as revised. Sincerely, i l j Penelope C. Sharp 9E .. V D JAN - 9 20q D ,.. !IMMO: Own9 .s • OFFICE LOCATION: is , OF SO(/Tyo MAILING ADDRESS: Town Hall Annex ; h0 l< i P.O. Box 1179 54375 State Route 25 * Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 7654938 Southold, NY 11971 C % p X01` Fax: 631765-3136 11 1 �yCoUnl,+" � LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM , • MAY 1 5 2012 To: Jim King, President Town of Southold Board of Trustees 7--- - From: Mark Terry, Principal Planner LWRP Coordinator Date: May 10, 2012 Re: Proposed Wetland Permit for FISHERS ISLAND YACHT CLUB SCTM#1000-10-1-9&9-2-13.1 J.M.O. Environmental Consulting on behalf of FISHERS ISLAND YACHT CLUB requests a Wetland Permit and Coastal Erosion Permit to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field. Located: Central Ave., Fishers Island. SCTM#10- 1-9&9-2-13.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the Policy Standards and therefore is INCONSISTENT with the LWRP: The sites are identified as occurring in an Archeo-sensitive area with a high probability of artifact occurrence. It is recommended to meet and/or further the below policies that a Historic Resource Survey be conducted. 2.2 Protect and preserve archaeological resources. A. Conduct a cultural resource investigation when an action is proposed on an archaeological site, fossil bed, or in an area identified for potential archaeological sensitivity on the archaeological resources inventory maps prepared by the New York State Department of Education. 1. Conduct a site survey to determine the presence or absence of cultural resources in the project's potential impact area. S • 2. If cultural resources are discovered as a result of the initial survey, conduct a detailed evaluation of the cultural resource to provide adequate data to allow a determination of the resource's archaeological significance. It is recommended that a site survey to determine the presence or absence of cultural resources in the proiect's potential impact area be required. B. If impacts are anticipated on a significant archaeological resource, minimize potential adverse impacts by: 1. redesigning the project 2. reducing direct impacts on the resource 3. recovering data prior to construction Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney Page 1 of I Standish, Lauren From: Terry, Mark Sent: Monday, April 16, 2012 10:09 AM To: Standish, Lauren Subject: FISHERS ISLAND YACHT CLUB I received a call from a Fl resident concerned that the action is located in a Archeo- sensitive area. In fact, in this area several archeological digs were conducted and many artifacts were found. I do not know how the Board can address this, however, it should be discussed. 1. J.M.O. Environmental Consulting on behalf of FISHERS ISLAND YACHT CLUB requests a Wetland Permit and Coastal Erosion Permit to install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and a 500 gallon pump station tank to be installed; and new tank and leaching field. Located: Central Ave., Fishers Island. SCTM#10-1-9&9-2-13.1 Mark Terry Principal Planner LWRP Coordinator Town of Southold Planning Department P.O. Box 1179 53095 Main Road Southold, New York 11971 (631) 765-1938 Mark.Terrvetown.southold.nv.us 4/16/2012 • • Office Use Only ✓Cpastal Erosion Permit Application /Wetland Permit Application Administrative Permit AmendmenUT fer/Extension ...---Received Application: 1 9 ie.-Received FeetWQ -Completed Application 3I1W IY Incomplete SEQRA Classification: Type 1 Type II Unlisted oordination:(date sent) ILWRP Consistency Assessment Form A8- 1), _ --CAC Referral Sent: " '-31)1 . ate of Inspection: 31114 I I' Receipt of CAC Report. Lead Agency Determination: Technical Review: ./public Hearing Held: 4.1111(a' Resolution: Name of Applicant Fishers Tsland Yacht Club Address P.O. Pox 141 , Fishers Island, N.Y. 06390-0141 Phone Number:( ) 799-7035 Suffolk County Tax Map Number: 1000 - 010-1 -9 tWar7.- k3.1 Property Location: Central Avenue, no k Location map enclosed (provide LILCO Pole#, distance to cross streets, and location) AGENT: I;lenn F, ,lust/JMn Environmental consulting (If applicable) Address: p.0. Rox 447, nuoque, N.Y. 11959-0447 Phone: 553-0507 ("'' h\Vf) Beof Trustees Application • GENERAL DATA Land Area(in square feet): 26 , 140 Area Zoning: u_g0 & M-II Previous use of property: Yacht Club Intended use of property: Yacht Club Covenants and Restrictions: Yes x No If"Yes", please provide copy. Does this project require a variance from the Zoning Board of Appeals Yes x No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept. Yes x No Does the structure (s)on property have a valid Certificate of Occupancy x Yes No Prior permits/approvals for site improvements: unknown Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: Project Description(use attachments if necessary): to install a sub-surface sewage disposal system. . The existing leaching pool shall he pumped out and filled with sand, a naw 1 , 500 gallon septic tank and a 500 gallon pump station tank will he installed as well as a new tank and leaching field as per the enclosed plans prepared by CMF Associates last dated 4/12/11 Boll of Trustees Application • WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: tip grade of sanitary system Area of wetlands on lot: 1 0,000 square feet Percent coverage of lot: na Closest distance between nearest existing structure and upland edge of wetlands: 1 5 feet Closest distance between nearest proposed structure and upland edge of wetlands: 1 00 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? 30 cubic yards How much material will be filled? ? cubic yards Depth of which material will be removed or deposited: 6 feet Proposed slope throughout the area of operations: 1 :1 Manner in which material will be removed or deposited: Rackhoe Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The project should have no adverse impacts upon the wetlands or tidal waters of the Town. The project should improve the water quality of west uarbor Boll of Trustees Application • COASTAL EROSION APPLICATION DATA Purposes of proposed activity: tip grade of sanitary system Are wetlands present within 100 feet of the proposed activity? No x Yes Does the project involve excavation or filling? No x Yes If Yes, how much material will be excavated? 30 (cubic yards) How much material will be filled? 2 (cubic yards) Manner in which material will be removed or deposited: Backhoe Describe the nature and extent of the environmental impacts to the subject property or neighboring properties reasonably anticipated resulting from implementation of the project as proposed, including erosion increase or adverse effects on natural protective features. (Use attachments if necessary) The project will notcause an increase in erosion on site or on adjacent properties nor shall there be any adverse impacts on natural protective features. The project should improve the water quality of West Harbor • 617.20 • Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION(To be completed by A plicant or Project Sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME Fishers Island Yacht Club Proposed sanitary system 3. PROJECT LOCATION: Municipality Fishers Island Cady Suffolk 4. PRECISE LOCATION(Street address and road intersections,prominent landmarks,etc.,or provide map) Central Avenue,no# Location map and survey enclosed 5. PROPOSED ACTION IS: © New 0 Expansion Modification/alteration 6. DESCRIBE PROJECT BRIEFLY: Applicant proposes to install a sub-surface sewage disposal system. The existing leaching pool shall be pumped out and filled with sand,a new 1,500 gallon septic tank and a 500 gallon pump station tank will be installed as well as a new tank and leaching field as per enclosed plans prepared by CME Associates last dated 4/12/11 7. AMOUNT OF LAND AFFECTED: Initially 0.01 acres Ultimately 0.01 acres 6. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? • Yes No If No,describe briefly 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? • Residential 0 Industrial 0 Commercial 0 Agriculture 0 Park/Forest/Open Space 0 Other Describe: Single family dwellings 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? ❑] Yes 0 No If Yes,list agency(s)name and permit/approvals: Southold Town Trustees&N.Y.S.D.E.C. 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? ▪ Yes ❑l No If Yes,list agency(s)name and permit/approvals: 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? O Yes ❑� No I CERT! H T IN-•RMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: I4 . ust •,agent Date: Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 Reset I • PART II- IMPACT ASSESSMENT(To be completed by Lead Agency) A DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL EAF. D Yes 1:1No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNUSTED ACTIONS IN 6 NYCRR PART 617.6? II No,a negative declaration may be superseded by another involved agency. Yes El Na C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answers may be handwritten,if legible) Cl. Existing air quafmy,surface or groundwater quality or quantity,noise levels,existing traffic patem,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: • C6. Long term,shod term,cumulative,or other effects not identified in Cl-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy? Explain briefly. D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? (If yes,explain briefly: fI Yes n No E. ISf�THERE,OR IS THEME UKELY TO BE,CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes explain: I I Yes n No PART Ill-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) . INSTRUCTIONS: For each adverse effect identified above,determine whether it Is substantial,large,knpertant or otherwise significant Each effect should be assessed in connection with its(a)setting(i.e.urban or rural);(b)probability of ocoglring;(c)duration;(d)kreverstiility;(e) geographic scope;and(0 magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part t was ehedced yes,the determination of significancemustevaluate the potential impactor the proposed action on the envkimmentaicharadedstice of the CEA. Chedit is box If you have Identified one ormore pofentatylargeoraigNlicamadverse knpactswhich MAYocaa.Then proceed dkadlyto the FULL EAF and/or prepare a positive dedaralon. Check this box Ifyou have determined,based on the information and analysis above and any supporting documentation,that the proposed actor WILL NOT result in any significant adverse environmental Impacts.AND provide,on attachments as necessary,the reasons supporting this determination. Board of Trustees / Name of Lead Agency Date fir' Date J,7ro tf I F /OA/1- President Print or Type Name of Responsible Officer in Lead Agency The of Responsible Officer nature of ResponSible Officer la L d Agency Signature of Preparer(If differed from responsible officer) U.S. Postal Service CERTIFIED MAIL , RECEIPT • furl (Domes;,c-Mail Only.No Insurance Coverage Provided) izi For delivery information visit our website at wwwusps.com.. R 41; VitIAL USE 6-1 Postage $ S1.30 0959 o Cerdged Fee 12.95 01 Ti i Return Receipt Fee Postmark F MAILING OF NOTICE (Endorsement Required) 12.35 Here 7 (Endorsement ennt Required) $0.00 :RTIFIED MAIL RECEIPTS a Total Postage&Fees $ 16.60 04/10/2012 Sent To rr�1/�� ree�pt. 0.; " j•"""'-^••'••-•b1r<Cle: p(k ;�ly-l1 Address: or PO Box No. �,13-3a4---7,3 ♦1.1 ry ' --3"a-- � �'tV..ix �( !� t}-�c���� Li, 1 � !� O3bO9 ON,, tate IP �1 a4-- .Cc&s iv` ?et at._ l-f Lict\e '1I C�. PS Form 3800 August 2006 - •c Reverse•�Instructions � I N 1l ,Orik / /T ©(.•C t'7, - r.,...� — _ - in ` \. �CCC]YYY l� 1 1V r ti -a.'t - a14. Cbc; ;<w1 eg i fwti(: t� tN 1 c- 061 (a - I 1 r‘CerC P-1/4°c E LLC C+?OB ,1c fi�j FShorc �s l coo� N=1. X32 0-c 7� gocre- s1Q , t i O {- c fq t f sheer .1.S(at / Al-"C dorsa-©o1q S cane- SrCck vv‘avt• 1lSb o&k42,e1 Peel 'VA-) w-1,- i 0lace STATE OF NEW YORK COUNTY OF SUFFOLK ride n f jtu S`t" ,residing at ja- `, e.SSc-te 1gk/A�V'411.ei_ p , ,being duly sworn, deposes and says that on the eV iday ofr ,t , 201' deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment ll of the Town of�Southold;that said Notices were mailed at the United States Post Office at _t IV Ail ,that said Noti s re mailed to eac of . a persons by CERTIFIED ,' ' TURN RECEIPT. 4 i mor .. . . 14111 Sworn to before me this /V- Day of japui, , 20 /a J" l PR 4-Notary Pub ALICE M.SHAUGHNESSY Notary Public State of New York No.5'1-4528113 CommissiononExpir a 1.. Oi9 • ,o�gUFFO�,� 4 I hy` c James F. King,President g ; Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President s rprP.O. Box 1179 Dave Bergen Southold,NY 11971 John Bredemcyer ;'1* ��tJtTelephone(631)765-1892 Michael J. Domino ! � �r' Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of FISHERS ISLAND YACHT CLUB COUNTY OF SUFFOLK) STATE OF NEW YORK) AFFIDAVIT OF POSTING I, G(c n r, --su Sl , residing at/dba \ t",es,sup KOV&✓l l t� being duly sworn, deposd and say: That on the SAlay of 060.1 , 201 -1 personally posted the property known as _ Stre,S -s log' '-t n c Vt. CAL) by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wed., May 16. 2012. Dated: • a afire Sworn to b fore me this/6 day of 20/ ► . er, 'ustc JAN M.TOOKER Notary Pub ic,State of New York No.01705051905 Qualified in Suffolk County Commission Expires November 13, 20 S • PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: • Address: D E C E I v e FEB 20 2013 D Southold Town Please attached STATE OF NEW YORK: COUNTY OF SUFFOLK Glenn E. Just ,residing tE121 Jessup Avenue Quogu e, NY 1 1959 ,being duly sworn,deposes and says that on the I day of fb',t ,20 i3,deponent mailed a true copy of the Notice set forth in the Bond of Trustees Application,directed to each of the above named persons at the addresses set opposite there respective names;that the addresses set '1 opposite the names of said persons are the address of said persons as shown on the current assessment mll of the Town of Southold;that said No 'ea • ere mailed at the United States Post Office at ( 2 T c ,that said No,',S_. w> mailed to each of said persons by CERTIFIED MARE�CEIPT. • tnt. �� 44- Sworn Day offme l�u� ,20 !) Patei /TI Notary Pubhc ALICE M.SHAUGHNESSY Notary Public State of New York No.U-4528113 Qualified in Su Cou ty Commission Expire /y ;I . • • 10-1-10: Penelope Sharp C '.( ( C 225 Reeds Gap Roast Northford, CT 06472 R t�10-1-8.1: Penelope Sharp again E (� �S Q V E 10-1-5: Flat Rock LLC PO Box 475 FEB 2 0 2013 Fishers Island, NY 06390 Southold Town 10-1-1: Deborah Edwards & I T Denise Fohlmeister 3555 E. Placita de la Raza Tuscan, AZ 85718 10-1-2: F.I. Electric Corp. Drawer E Fishers Island, NY 06390 10-1-3: Paul & Leslie Tombari PO Box 357 i.N« 0/ t" t Fishers Island, NY 06390 2s-e• �` 34-0 9-2-1.1: Island Peoples Pr ject PO Box 523 `7,-S Fishers Island, NY 06390 9-2-12.1: F.I. Union Chapel Inc. PO Box192 Fishers Island, NY 06390 9-2-13.2: St. Johns Episcopal Church PO Box 505 Fishers Island, NY 06390 9-2-15: Suzanne Coleman 1136 5th Avenue New York, NY 10128 9-2-18.1: Diane Dexter1 214 Christian Road Middlebury, CT 06762 NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. • OWNER(S) OF RECORD: FisitiersiangtacFeicdo SUBJECT OF PUBLIC HEARING: To install a sub-surface sewage disposal system; existing leaching pool to be pumped out and filled with sand; new 1,500 gallon septic tank and.a 500 gallon pump station tank to be installed; and new tank and leaching field; and plantings to provide visual screening of area for abutting property. TIME & DATE OF PUBLIC HEARING: GJeJnesaay, Fe_or ryao,do i 3• on or cx60 - 6.'oo$1 If you have an interest in this project, you are invited to view the Town file(s) which are available for inspectionrior to the day of the hearing during normal business days between the hours ofp8 a.m and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631 ) 765- 1892 MRR-9-2012 04:32 FROM: • TO:10550563 P.4'4 J.M.O. Environmental Consulting Services ` . o 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.Environmental Consulting Services has been retained to coordinate all approvals necessary through your and other involved agencies, as well as 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. 4.Signature Dated 3//12 1't5�tie-) ISl' ck i «AJC Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 III • ,d � * :, Town of Southold 3F Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM ®i: PROPERTY LOCATION: S.C.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A t (('lSTORM-WATER,GRADING,DRAMAS!AND EROSION CONI I.PLAN ..y�0 _ _ i CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOWL 1 SCOPE OF WORK - PROPOSE]) CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within 'i Will this Project Retain Al Storm-Water Run-Off the Scope of Work for Proposed Construction) 26 . 140 Generated by a Two(V)Inch Rainfall on Site? (S.F.'Acre.) (This tem will include all run-off created by site x 1::1 b. What is the Total Area of Land Clearing dealing and/or construction activities as well as all and/or Ground Disturbance for the proposed 900 Site improvements and the pemianerd creation of coneWdion activity? (S.F.nom) impervious surfaces.) PROVIDE-BRIEF PROJECT DFSCRIFFION (PtldaAddtima Pages needml 2 Does the SSM Plan and/or Survey Show Al Proposed Drainage Structures Indicating Size&Location?This X ❑ Item shall include all Proposed Grade Changes and Applicant proposes to install a Stopes Controlling Surface Water Flow. • 3 Does the site Plana and/or Survey describe the erosion sub-surface sewage disposal and sediment control practices that will be used to x a system. The existing leaching control site erosion and storm water discharges. This Item must be maintained throughout the Entire pool shall he Construction Period. pumped out and g or filled with sand, a new 1 , 900 4 EzcevatanWill this nwwherct reettherelsa haiany Land eltotelling, riadiral ger 1 • Existing Grade Involving more than 200 Cubic Yards a 3 septic tank and a 500 gal , pump of MaterialwNdn any Parcell station tank will be installed 5 NRI his Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand ❑ X (5.000 S.F.)Square Feet of Ground Surface? as well as a new tank and 6 Is there a Natural Water Course Running through the Oen! — leaL.liisty field Site? Is this Project within the Trustees jurisdictionlon Gel DECDEc SWPPP Reosr nwrds: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for al Construction adMfee involving soil Beall? disturbances of one(t)or more acres; including distrbaicee of las than one acre that 7 WdM there be Site preparation on Existing Grade Slopes are port of a lager common plan(bet ala ultinlely disturb one or mon saes of fend; which Exceed Fifteen(15)feet of Vertical Rise to lnduavg Combustion activities involving sof dshuba noes of leas Man one(Dace stave the DEC has determined that a SPDES permit a repined for Mani water discharges. One Hundred 0001d Hbrizontel Distance? -X— the (SRPPP's Shell meetta Minimum Ftequiremente of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-040401.) Surfaces be Sloped 1.The SWPPP shall be toion of Town right-of-way?prepared prior to bs the encemea Na Cl.NOI.The i ac shallybe Imo and/or In the direction of a Town fight-oNYa� 2.The Sri to the hellde cribent etch to the commencement sediment nt o/tr lsraolae and 2.The SWPPP shell describe the erosion and aadaree caved practices and where 9 WIII this Project Require the Placement of Material, required,postconsbuclim storm weer management practices that MI be used and/or Removal of Vegetation and/or the Construction of any consbmwted to reduce the pdaana h storm water discharges and to amore Item Within the Town Right-of-Way a Road Shoulder X compliance with the tame ate conditions of this patina In addition,the SWPPP snug Area?ends nem em NOTfesaen a.arsuuw.aro Identity panto saunss of poison*filch may reasonably be expected to effect Me ra.wsw Aprons.) quality of storm water dsWrges. NOTE: NMy Answer to Questions One through Nine a Answered with a Check Mak 3.AI SWPPPs that require the pakammctM sore Neter management rxactce Box the hgcons tion she distabasce abearere Is NOW S.P.Mars Acs in ace, Component stag be prepared by a quelwad Design Professional Licensed In New Tom n0.Drainage raaWedbytla Town of tate knowledgeable h the prMdpas end practices of Storm Wales Management NOM Nast be Submittal for Review Prior to IssuanceofAmhy Building Pant NOTE: ACheck lark((?)endlor Amer her each Question Is Requited her.Complete Apperean) STATE OF NEW YORK, Suffolk COUNTY OF ' SS That I, (Term P. Just )x' d sworn, (Nam.of IariAdesl signing Document) being lily deposes and says the she is the applicant for Permit, h she is the Agent LIQ _c_____________. (Owner,Contractor,Agan,Corporate Officer,sto.) 7-��' d/or�epresentative of the OwneoOwners,and is duly authorized to perform or have performed the said work and to m e and file this application;that all statements contained in this application are true to .e be. ,f his knowledge al belief;and that the work will be performed in the manner set forth in the application filed herewith Sworn to before me this; /. 4 day of\ ...I-1ar cji 2012 / 10'1 Notary Public: sass.}4L .n„ •,,,,..�/�.IC 1fi�S.11`Z. ... ... FORM - 06/10 GINA A.LOCKE NC.011_06057960 Notary Putfic,State of New York Qualified in Suffolk County rim Commission Expires 041301201.L-2 • • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: -1: s.4 ��j. �e\d` f (Last name,lust name,midd�e initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building ✓ Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest"Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP A Submitted thi .64Id r 2043— Signature Print Nam Form TS 1 is '' • • Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 010-1 -9 & 009-2-13 . 1 The Application has been submitted to(check appropriate response): Town Board c Planning Dept. c Building Dept. H Board of Trustees .K 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation, land transaction) r (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit,approval, license,certification: r Nature and extent of action:Applicant proposes to install a sub-surface w sewage d-ispasa.1 system. The existing lea hing pool shall he pumped out and filled with sand, a new 1 ,500 gallon septic tank and a 500 gallon pump station tank shall hp installed as well as a new tank and leaching field. As per enclosed plans prepared by CMF Associates last dated 4/12/11 • • Location of action: Cental Avenue, no 4i , Fishers Island Site acreage: 0 .60 Present land use: Yacht Club Present zoning classification: R-S O a M-T I 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Fishers Island Yacht Club (b) Mailing address: P.0. Rox 1 41 Fishers Island, N.Y. 06390-0141 (c) Telephone number:Area Code( ) 631 -788-7036 (d) Application number, if any: unknown Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes x No If yes,which state or federal agency? N.Y.S. . F.C. DEVELOPED COAST POLICY Policy I. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. 7 Yes n No n Not Applicable The project- does not "involvcdcvclopment and should have no im.act u.on o.en - It is felt th, . ' Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria Yes H No n Not Applicable The project should have no impart on any historic or archaeological resources . Tt is felt that this pro;ent is consistant with this policy Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes r No H Not Applicable The project will not impact any scenic resources or impart the visual cr ali v of the Town. It is felt that this project- is consistant with this policy Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ' H No r Not Applicable The project will not cause the accelerated erosion of adjacent properties, will not create any aesthetic impairments, the shall be no loss of habitat (marine or wetlandsl and there shall he no loss of public recreational resources . It is felt that this p" • - • sis an wi is po icy Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria R Yes H No Not Applicable The project will have no impart upon the guilty or quantity of potable water in the Town of Southold . The project should improve the water quality of West Harbor. It is felt that this project is consistant with this policy Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Sitificant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Ri 'Yes H No c Not Applicable The project shall have no negative impacts upon the quality or function of any wetlands, ecosystems or areas of Significant Coastal Fish and Wildlife Habitats and should improve the water quality of West Harbor. It is felt that this project is colrbistdllt with Luis policy • • Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes H No H Not Applicable The project will have no impact upon air quality. It is telt that this project is consistant with this policy Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes No rd Not Applicable The project does not involve the use or disposal of solid waste or hazardous substances and wastes . It is felt that this p project is consistant with this policy PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. La Yell] No rd Not Applicable The project will have no impact upon public access to, and the recreational use of, coastal waters.public lands or the public resources of the Town It is felt that this proiect is consistant with this policy Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. 1Yes H No I r-1 Not Applicable 140 The project will have no impact upon Southold' s water-dependent uses or the siting of new water-dependent uses in suitable locations. It is felt that this project is consistant with this policy Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III-Policies; Pages 57 through 62 for evaluation criteria. --54-Yes [H No H Not Applicable The project will have no impacts upon the substainable use of living marine resources. It is felt that this project is consistant with this policy Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65 for evaluationevcriteria. r Yes — No r*Not Applicable The project does not involve agricultural lands. It is felt that this policy is not applicable to this project Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies; Pages 65 through 68 for evaluation criteria. Yes [1 No IT Not Applicable The project does not involve the use of or development of energy or mineral resources . It is felt that this project is consistan with this policy Created on 5/25/05 11:20 AM 7 i... ...;1 E SINGLE FAMILY RESIDENCE /// \�\ �� // ,,,,,_�'•■ 8 I MUNICIPAL WATER BENCHMARK-MAG NAIL /y wt.-74w m m ELEVATION = 17.11 REAL ESTATE OFFICE & i ry `v ON SITE SEPTIC SYSTEM / RESIDENCE LINE TABLE / �� >-'. \ SINGLE FAMILY RESIDENCE ,.� •,ti co "_ N81.17_20� / MUNICIPAL WATER LINE BEARING LENGTH ma y'Aril W/ 1-I00 .E�� MUNICIPAL WATER / / a.\ _� / ON SITE SEPTIC SYSTEM L1 N90'00'00"E 115,01' ' d- 0) = ds - 12 .45 PROVIDE SAWCUT \ON SITE SEPTIC SYSTEM Lz ssz•2o'oo'w 4o.ao' �' / N/F 0 °� E)1 atE_ (WIDTH VARIES) s" WATER MAIN EXISTING WATER SERVICE (APPROx LOCATION) L3 S20'ST00'V1 42.00' �' 000$E ISLAND W _ ' L..l� 0., aU(APPRO% LOCATION) \ / CONTACT WATER DEPT. FOR EXACT LOCATION 'n `�' N Ey . N W \\� ,� CORPORATION b' ,1'BEFORE THE START OF CONSTRUCTION- PROVIDE 1500SERVICE STATION �WPOLE _PRDE SAWCUT GALLON TANK 0i'/ 2° FORCEMNDN / CEN/ , .x#415 1 (WIDTH VARIES) PAVE DISTURBED AREA / 0 U rv, / / RAL �. - �. 0 PROVIDE 500 /' o. ON SITE SEPTIC SYSTEM ( �� U w v00 S 81'17'20" W M1'EpGF \ ti " GALLON PUMP TANK S 7403,4p. STONE F� ',� U R u F' i' SEED ALL 36.49' ROW \ -_ PAVE DISTURBED AREA 69.9p' e PARKING 5 TF •--1 L) cu ¢Z _, S DISTURBED _��W 64.46 _ -� PROM /� -°„ O _ MEAS - -S Bi'17 20 2. PVC " ° ,J� POLE .� 90 TE Q T Zo 9 ,- _ N `' ' q FORCE MAIN \,` ,. , , cBNCRErE WALK BzO. - - �ti U U ,(3 -;' o �� ., 4 .•�'� EXISTING HEDGE ROW Br�O �'L� SEE DETAU •\ •� �. E oRwe PCa czI ARKING • WAST Qi 1Ai - * TO REMNN UNDISTURBED U' A "�" W- i' : " N �On -f I�EO IA WW Qr 4� N 357244 5000 xj6z \O AOA �' PROVIDE 5-6'-8' - • N T AVENUE„I" \ EXISTING WATER SERVICE CR C II 5h\j d SKj1• N W 1030.37 . t / AZ TALL ARBORVITAE- PROVIDE 18• MIN. SEPARATION \ • \ (APPROX. LOCATION) /t` COASTAL EROSION c a rL /a1 / PLANT TO PROVIDE BELOW WATER SERVICE I e HAZARD UNE (T3 03 / g0 r / lO,fr600,•' /' d\ COORDINATE EFINAL _/ \ 7.g?•\ } °I' \ rrq „ U U N9 �J1 f( " 'p RIGHT OF WAY LINE rY \ a (,_ 1B" / T� ' , ` 'L r/. _ 17 ,..-7.,,, I o,o, LOCATION WITH WOOD PICKET - - PINE „ EDGE OF Lo CV ' g rhe 2x� / \ riH/'� ,'' ABUTTING OWNER FENCE TO REMAIN ze.12' 1� Lt 4 wv i?.` "ha`` LAWN / . MmNt Al a9 x \?y„ ��/l / �I' l UNDISTURBED _ nal A I GONG R0 q [(1 4.77 /15 \°j �. // I N/F r • 02' .�'vmso RAMP rl K,�`�44, tsp / (DI EXPANSION AREA w> . I I/IIMEA 5,430 SF� PENELOPE C, N 355200 � P` .--- PAVERsroNE ' 4411 �W 738.04 $$ WALK y am` tF �r �, SHARP �i Sv9 a�7�/ 4� l i •E - o � POLE • �i�� ` v� 4 -,uv I_, ' •_ , � x j6t \ N�/•% � m SINGLE FAMILY RESIDENCE N 90.00'00" W ^I g7Da _,PAVED „ �� �4F�,@ 0 0e X 54__ S 5500 @ n MUNICIPAL WATER 19.65• _ DeIVE eE „ _ �� T:- / r l PROVIDE A - - /� °� 'w ON SITE SEPTIC SYSTEM EXISTING 0-'4'.`Y' ssx _ % `-•tea _ �./ CONTINUOUS UNE OF 1� �- LEACHING ;' �0., - o j _ ��,W 44 - LOCATION MAP SCALE 1 '=400' SILT FENCE (89 LF.) ESTABLISH AS r EXISTING LEACHING POOL oo • POOL COVER r TO BE PUMPED AND , d1. l I� DEC` / ' • LAWN /5 i ,\p f ,�`_ ` UNITS OF CLEARING, GRADING AND / FILLED WITH SMD h a �w^� ELEV=s,S �� .0 EOHrr GROUND DISTURBANCE O • _���. "1••• -- r / �A" r �I a° 505 �1/4" o ,� TOE OF SLOPE AND ry Nig", r OjI. f---'-- e4 �' k N/F LIMITS OF TIDAL WETLANDS " O. III 1 ss X' o •�T BOULDER FISHERS ISLAND I .� G. JUST, JMO ENVIRONMENTAL - ®�° -�eOr I9i FucPaLE 4, SEAWALL SURVEY CLOSING LINES . UTILITY COMPANY, INC. / CONSULTING JUNE 6, 2012 ��®� !AVII ° �:/ _________;.,....._<:<, � i . '_ .a:, _ 2' r _ _ . - - - - - -N 89'S 1'59_W -360.6 _ - TEST HOLE DATA • �� �// ,a �A'' °• (NOTA DEED OR PROPERTY7 VACANT LAND / �, ,/ - - '�. . /� - - \ �- �. yAF', - ."r . I� LINE) BY: R. STROUSE P,E„LS. - MAY 6, 2011- 9:30 AM /d - - - - - - _ i 7��ti iso eiiA = /��P ° 0"_5,. TOPSOIL (SM) BOULDER • ti• • ° / SEAWALL �‘.......:•4:17(4-<b• :,°,+((��� • R.. 6"-45' SANDY SUBSOIL (SM) ' I / / CENTER EASEMENT OFT .�� 'R•I�j•'CAMc �. • 46"-10.5' MEDIUM SAND (SP) // COASTAL EROSION / ELECTRIC EASEMENT � �4 %. RAMP, r- HAZMD UNE /o` % APPROXIMATE MEAN �..*sr a ./, oc' 10,5'-17' SAND WITH SOME BOULDERS (SP) / / / L. / HIGH WATER (MHW) j��/ • o ° WATER AT 14'- ELEV 1.7± / PROVIDE A CONTINUOUS UNE OF �a 4t M P4T Unified Soils Classification (USC) System (from ASTM D-2487) SILT FENCE (31 LF.) ESTABLISH AS- o c Major Division: Coarse-Grained Soils, Clean Sands = / . ' APPROXIMATE HIGH C"oO 1 ,� / LIMITS OF CLEARING, GRADING GroupSymbol. SP, Poorlygraded Sand, / ' / n I ,TIDE LINE (HTL) AND GROUND DISTURBANCE NRCS, USDA Soil Classification: Carver and Plymouth sands, graded, 0 to 8% o / 04 / / //i vp4C SE2111� SYSTEM DESIGN, R / // L/ 10 T �OHr PROVIDE 1500 GALLON SEPTIC TANK (AASHTO H-20 LOADING) CO 1 ' / / / WEST HARBOR w / // / / • ° PROVIDE 500 GALLON PUMP CHAMBER (AASHTO H-20 LOADING) D 1 / AP' SEPTIC TANK AND PUMP CHAMBER TO BE CERTIFIED WATER TIGHT J /// / & 4, ° BY THE MANUFACTURER // � e MANHOLE TO GRADE FINISH GRADE PROVIDE 1 DISTRIBUTION BOX ZZa `J / / r - e PROVIDE 4 - 78" X 79" LEACHING POOLS ' ' / / ,% ./ / // / re • SOLID BLOCK �� (AASHTO H-20 LOADING) (SEE DETAIL) O_ I- Y / r ! o` / / / 3, IA 2'0 COVER -1 T ' / / / i _ V¢l 1 CC DESIGN DATA 1- • AM //L O/ O // / r/ / / •// ,3 / SEASONAL WATER USE (MAY, JUNE, JULY, R°grryc o i°COPTRO SUPPLY %ECR LVE _ TOD-Box MAP T ___ 51 / / h AUGUST, SEPTEMBER, OCTOBER)- PEAK MONTHS ° tiMA ���/ / / / /4. cV / AUGUST h SEPTEMBER AAE ONLY FLOW °a4°P ° INLET- 4" PVC PIPE GATE VALVE 1.) "PIAN MADE FOR FISHERS ISLAND FARMS, INC SHOWING PROPERTY TO BE > / 0 750 G/D. (WATER COMPANY METER READINGS DRILL 1 4 HOLE w o ¢ / / / / NDN-SHRINK ceaur INSIDE FOR PIPE DRAIN CONVEYED TO FISHERS ISLAND YACHT CLUB, INC.; AT FISHERS ISLAND, NEW O w r D // / 10% FOR MISC. SITE USE. AND OUTSIDE PICAL PVC PRESSURE Z / / " /p ( STAND-BY PUMPPIPEYORK" SCALE: 1 =40 FL; JUNE 1952; CHANDLER & PALMER ENGRS,; NORWICH, ¢ EtI / / DESIGN FLOW- 875 G/D. AT ALL oPENNcs) oN /oR A�1RMCONNECTICUT Z% /- / LH CFI APPUATION RATE 1.5 G/ /SF >. J 2.) "PLAN SHOWING EASEMENT FOR FISHERS ISLAND ELECTRIC CORP. ON LAND IYZ / } 450 S0. FT. REQUIREDN�- : OF FISHERS ISLAND YACHT CLUB, INC." FISHERS ISLAND, NEW YORK; SCALE: 0 w (/) U LY / USE 3 LEACHING POOLS 158 S0. FT. EACH o PUMP PUMP WITH 1"=40 FT; CHANDLER & PALMER ENG'RS, NORWICH, CONN.; MARCH 1962. ¢ - w APPROVED BY y 4 DRAW EGS GR SET i 1 1 -474 TOTAL SQ. FT. LOCKING CASTING DOWN 1 ON S" CONCRETE 11 (I) ' TO GRADE PROPOSED GRADE PUMP 1 OF PROVIDE ADDTIONAL POOL IN SERIES FOR PEAK OF BLOCK PAD 3.) " SURVEY MAP PREPARED FOR FISHERS ISLAND YACHT CLUB CENTRAL (/� L� BOARD OF TRUSTEES FLOWS DURING CLUB EVENTS 1 I■I■I AVENUE, FISHERS ISLAND, NEW YORK" SCALE: 1"=30' DATE: 08/10/2007 SHEET on (Y ENDCAP TYPE 1, BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, w LU TOWN OF SOUTHOLD ON SITE FAOMEs_ _ ' LEVELING DEVICES PLLC, PROJECT 2006822, I A DA MEN- 1 TOILET, 1 SINK, 1 SHOWER, 2 URINALS MIN, a• �n�e® 500 GALLON EFFLUENT PUMP STATION (i) 2/ Zb/�3 I ) j WOMEN- 2 TOILETS, 1 SINK, 1 SHOWER 2" MIN, ABOVE INLET NOT TO SCALE 1-1- , INVERT 2" MIN • f L.L r r 0 III PUMP DATA -I 1 �a 1 JPROVIDE (2) MYERS M 0.33 HP EFFLUENT PUMPS OR EQUAL. 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED 2.)PROVIDE HIGH LEVEL ALARM WITH INTERLOCK TO ANNUNCIATE UPON STARTUP HEREON, ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO SILT FENCE BAFFLE REQUIRED OF SECOND PUMP. BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE IF INLET PITCH EXCEEDS 3 )PROVIDE ELECTRONIC CONTROL TO ALTERNATE PUMP SELECTED AS LEAD PUMP. ENGAGEMENT WOVEN WIRE FENCE (MIN. 14 1/2" PER FOOT 4.)PROVIDE CONTROL PANEL IN OFFICE AREA. GAUGE W/ MAX. 5" MESH 5.)SET FLOAT SWITCHES TO PUMP 150 TO 175 GALLONS PER CYCLE. 2.) IT, IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS > '^ SPACING) TYPICAL DISTRIBUTION BOX ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN m m 10 MAk CENTE 36' MIN. LENGTH FENCE NOT TO SCALE ITEM IN ANY WAY. 4" BITUMINOUS CONCRETE (HOT MIX) RTO CENTER POSTS DRIVEN MIN, 16" SURFACE COURSE CLASS I (2 COURSES) INTO GROUND 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S z REMOVE EXISTING PAVEMENT OR MATCH EXISTING, WHICHEVER IS GREATER. , N .0 m iD'-6" 3" BITUMINOUS CONCRETE (HOT MIX) SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF F AND BASE MATERIAL THE LAND SURVEYOR. Z a w KNOCKOUT INLET AND SURFACE COURSE CLASS I (2 COURSES) ¢ REMOVE EXISTING PAVEMENT REMOVE EXISTING PAVEMENT , . - __ OR MATCH EXISTING, WHICHEVER IS GREATER 0 o > OUTLET OPENINGS m o AS NECESSARY 4,) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC w I' WIDTH VARIES 1' REMOVE EXISTING PAVEMENT 0 m EXISTING PAVEMENT SURVEY TRIANGULATION STATION "PROS" u EXISTING PAVEMENT r AND BASE MATERIAL. REPLACE (/I c, z_ OR EXISTING GRADE (s,` G HEIGHT OF FILTER = 16" MIN. •• RIBS INSIDE TO EXISTING DEPTHS AND w ��� `'V�N/ • ' 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, - m 'V//////////////////�\\\\NSERia:::SERSKk:? \n j"�` • COMPACT TO OPTIMUM DENSITY > >4:044:4:44:4433)...\/\\/ �• .. •• r /\\/\\/\�/\/\/� �Q`•�, - _ / ` SECTION 010, BLOCK 1, LOT 9 AND SECTION 009, BLOCK 2, LOT 13.1. d 1. G•:G•/\//\ `Lo'•'•• ••9 )( \'/.\//�/\\ � o� �6• MIN. coil WIDTH UNKNOWN w ry'�►� 'nCTENCHWIDTHNG KNVEMENT i// . / //\\/ \/\, .,� N �` `••� WIDTH 6.) TOTAL AREA = O.6Of ACRES (26,1401 SF). oCOMPACTED NATIVE %jo'WII O AoiI ` 1 BOTH SIDES w N/ / / ir�Bel PAVEMENT ) o 0 N %\/ MATERIAL iTC TRACER a ��'1I 7. SITE IS LOCATED IN R-80 & M-II ZONES. 0 0 42" MIN \\ TAPE III'lllllll'I'I'I'lllllll'111 N ry i\/ E° %' PERSPECTNE VIEW .� ., Q•. . - - \ //612 °z `R i\in �•tt 8.) BASE FOR LEVELS: NAVD 88. /\/S:U.aaie::• o. .:".. � SANCOMPACTED `� CAST ------ \nom • 6 \/ CONCRETE COVERS 10" MINIMUM PROCESSED 9 ) NOTIFY FISHERS ISLAND UTILITY COMPANY FOR MARK OUT PRIOR TO START \/ \/\ WOVEN WIRE FENCE (MIN. 14 x / I OF CONSTRUCTION. m /\/< 1/2 GAUGE W/ MAX. 6" MESH GRAVEL BASE • SPACING) WITH FILTER CLOTH = PLAN Z PLAN L _ �//`�/ 3fi" MIN FENCE POST I EQUID ¢ 'U UNDISTURBED "' COVER LOCKING CASTING 1. SAW CUT PAVEMENT WITH POWER DRIVEN SAW. SAW F- u (N -c 6" MIN. • \�/ Flaw_ GROUND 5._0. TO GRADE TO GRADE CUT TO BE PERPENDICULAR TO THE EXISTING SURFACE FF FIRST FLOOR ¢ 4 I a -+ \ IF DROP 'T' m \ 2. REMOVE ENTIRE WIDTH OF PAVEMENT. m //\\/j //\\//j�j�/j� ITT � COMPACTED SOIL //v ed IS IS USED FINISHED GRADE ELEV ELEVATION o ry m I n1 N \ \ \ s3. CLEAN JOINT WITH COMPRESSED AIR HAVING A o z.\//,/\\A c EMBED FILTER CLOTH x\��\\<\\,\\\j 0 CHIMNEY 12.6/126 IA, WI•E MESH MINIMUM RATED CAPACITY OF 90 PSI. SF SQUARE FEET o m ce n e TRENCH BOTTOM A MIN DF 6" IN GROUND - �� � µ 6 x 6 6/6 G• WIRE MESH o �\' - m o 0 ❑� ODD ❑ - 2D" / 4. APPLY TACK COAT TO THE SAW CUT EDGE AND MATCH o m m x o 0 eo TRENCH SECTION FOR 4" I ❑❑ §11 % m;n, 20 6' s - - EXISTING CONTOURS CO ry N 17❑ 000 ❑❑ N g _ mn, THIS EDGE WITH THE PROPOSED EDGE. SANITARY SEWER FORCE MAINS co 000 ❑❑ _ =_- T MC-7D PRIME COAT) 0.4 GAL./S.Y oei NOT TO SCALE SECTION VIEW INLETr �11 ( ------112 PROPOH. SED CONTOURS 0 C 0 U 3" VENT-----,T a" VEM I I OUTLET o z LT DE_ z CONSTRUCTION SPECIFICATIONS 0000 000 00 I , LIQUID LEVEL' A TYPICAL CROSS SECTION FOR MATCHING g BUILDING SETBACK LINE w r z a w o w ❑O 000 ❑❑ e II 4' OUTLET r EXISTING PAVEMENT AT TRENCH & o w o r o ❑❑ 000 ❑❑ a CONTINUOUS HOTBAFFLE -o-o-o- PROPOSED SILT FENCE a m o o o o ❑O 000 O❑ n I I _ NOT TO SCALE NOTES' - m ASPHALT SEAL - LINED WITH 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE DO 0 0 0 ❑❑ ,n 11/e^ PJC "i (Thy-05/5" \ PROPOSED LIMITS OF CLEARING I ) TRENCHING SHALL BE KEPT AS NARROW AS POSSIBLE DES OR STAPLES, POSTS SHALL BE STEEL EITHER 'T' OR "U" TYPE OR ELEVATION 7A 00 C C o 0❑ + d- 4" SCHEDULE #40 DATE: APRIL 12, 201 1 AND SHALL BE BY CHAIN TRENCHER OR BY NARROW BUCKET HARDWOOD, INLET BAFFLE6. GAS) DEFLECTOR c 723 INVERT ELEVATION EXCAVATOR. 1 FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES k 6'-6" / 2) SAND CUSHION SHALL CONFORM TO NEW YORK STATE SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, - q - >_.ji SCALE: 1 = 30 s" MAXIMUM MESH OPENING, IAM FAMILIAR WITH THE STANDARDS FOR APPROVAL - ]-TH# TEST HOLE STANDARDS WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE LEACHING POOL DETAIL 4" 1--3" AND CONSTRUCTION OF SUBSURFACE SEWAGE PROJECT #2006822 OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER ` CROSS SECTION DISPOSAL SYSTEMS FOR AND WILL ABIDE BY THE FILTER X. MIRAFI 100X. STABILNKA TI4ON, OR APPROVED EQUIVALENT, (H-20 LOADING( 4. PREFABRICATED UNITS SHALL BE CEOFAB, ENVIROFENCE, OR APPROVED GROUNDWATER NOT TO SCALE CONDITIONS SET FORTH THEREIN AND ON THE E C E B �0 E' '1 QUALITY CONTROL CERTIFICATION EQUIVALENT 1@O�GALLON - 2 COMPARTMENT PERMIT TO CONSTRUCT. ILJ1\/11 IG W J 30' ts' G 30' SHEET GROUP REVIEWED DATE ELEV. 171 SEPTIC TANK (H-20 LOADING) ---- 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN PROJECT MANAGER "BULGES" DEVELOP IN THE SILT FENCE, NOT TO SCALE GRAPHIC SCALE IN FEET 1 1 SURVEY APPLICANT JAN 29 2013 ENVIRONMENTAL CIVIL Southol• own board W ruses