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1000-40.-3-5 (5)
SCTM # 1000 - 40 - 3 - 5 LOCATION MAP APP ICATION------F.-O-R-- ,-B. Ul--L,DING P 161 , 20 CABINS - 10,080 S.F.(504 S.F. EA. x 20 CABINS) ° ,.,...,. a'.,"..".- EASTERN LONG ISLAND KPROPOSED CABINS CABIN OCCUPANCY LIMIT 4 PERSONS PAVILLION - 600 S.F. BUILDING OCCUPANCY 40 PERSONS DECKS - 2,672 S.F. (90 S.F. PER CABIN x 20 CABINS + 872 S.F. PAVILLION DECK) ; LOT AREA - 23.61 ACRES VAN LOT COVERAGE - 120,595 S.F. OR 11 .7% (107,243 S.F. EXISTING + 13,352 S.F. PROPOSED) RESORT RESIDENTIAL (RR) ZONE SURVEY PREPARED BY NATHAN TAFT CORWIN = ° J✓ d LAND SURVEYOR DATED DEC. 9 2019 ° 44 ea'6C, I < d O CONDITIONS30, PUBLIC WATER SUPPLIER: NORTH °°°� ; ', o PECK EDGE OF REGRADED o SUFFOLK COUNTY WATER AUTHORITY o _ d a d 24' 0" WIDE EARTH ROAD #1 �,. Y.__ w � I SANITARY SEWER: ° 9 ` � a `'� °° = o� ,r` #20 0 W ` VILLAGE OF GREENPORT SEWER DISTRICT DECK ( r 50 3b' % f - SUPPLIER: ER: �##3 - ELECTRIC U �' VILLAGE OF GREENPORT ELECTRICt RAMPS ',. C3 XISTING CHAIN LINK FENCE < QO, CABINS ARE FOR SEASONAL RENTAL USE ONLY oo f PAVILLION24 #18 DECK i PARKING AND DRIVEWAY SURFACES ARE PERVIOUS ° I PAVILLION IS NOT TO BE USED FOR LODGINGXZU ICD NO ADDITIONAL SIGNAGE PROPOSED ' I EDGE OF REGRADED EXTERIOR CABIN LIGHTING TO BE DARK SKY COMPLIANT 24'-0" WIDE EARTH ROAD / .. '`° �' f xd. / ° •O°� l -I , i ��''� %i -130-0" -_! PARKING CALCULATIONS 1 PARKING SPACE PER CABIN ,' #15 �C)° NECK TOTAL: 20 PARKING SPACES � � _ * REDUCTION OF 13 PARKING SPACES FROM EXISTING #13 /�� ; �- � I % c, ! CAMP SITE USE P - ; ! X /#8 I i \o' DRAINAGE CALCULATION FOR ROOFS '° I / - - - ' o a �Q c` q — all `a. ' V // ;/ C� / I \: V, / a \ ROOF AREA - 9,600 S.F. ((504 SF. x 20 CABINS 10,080 S.F.) \. #9 600 S.F. PAVILLION) Y.._.- A . 83 C.F. PER CABIN = 2 4 FT O x 4 FT DEEP DRYWELL EDGE OF REGRADED ^ / � ' ARD >� .-_a. \ -0 IDE EARTH ROAD 100 C.F. FOR PAVILLION = 2 4 FT O x 4 FT DEEP DRYWELL �,� " ._.. --- -- `'�"' ZIP N 0P e .111, � � `•ry..-o-_ ^..,.' ^.+.. � ... \ I a1i- r- 100 RECEIVED EXISTING CHAIN LINK FENCE / - _�"`= SEP 2 9 2020 � __. _..-. .. . out o Town \ THF:UNDEP,SAG,'�TED,PUPSUANT TO SOUTHOLD TOWN CODE SECTION Planning Board 290.13I(q,AC1 NOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN APPROVAL SET FORM IN THE RESOLUTION Or APPROVAL DATED /,y/2Q2(7 ARE ACCE D(SEE ONI?ITIONS ON OLUTION) ��^ TM P . PRIhT A 1tE \ AU'I'IIOIdIL 'J SIGNATURE i ITLE D►tE EDGE OF WETLANDS FLAGGED ' - - "'" ,�< APPROVED BY b \ TONVN OF SOLTHOLD PLANNING F(+ARD BY DANIEL LEWIS OF N.Y.S.D.E.C. Mei rzs+2�, � NOVEMBER 15, 2019 DATE e NOM The a^groved ete development plan sh+Il be va�,�I f€ar a period of eighten(111) — n, A -le date of 00432A. - a 11 nttw frons t. ap^roval as per code section 2 , FLAc FLAG a `'0t ; .»,.. .. FLAG >t ' DATE SUBMITTED: SITE PLAN-DEC. 16, 2019 all, ` SCALE: REVISIONS: Condon Enginworing , P �� _ 401_011 JAN. 8, 2020 -------- - - -- - � � � � �b�� ROS EASTERN LONG ISLAND KAMPGROUf�ID ; DWG. No. FEB. 171 2020 a i PSC , NY 11952 SEP. 24, 2020 690 QUEEN STREET GREENPORT, NY 11944 100.01 I I PLANT LIST QTY. BOTANICAL NAME COMMON NAME SIZE SPACING CODE NORTH TREES 5 Liquidambar styraciflua Sweet Gum 211 - 22" CAL. 35' O.C. LS SHRUBS 38 Myrica pensylvanica Northern Bayberry 7 GAL. 4' O.C. MP — � 15 Amelanchier Canadensis Shadbush/Serviceberry 6-8' HT. 10' O.C. AC /� • - - - - ---- .l 14 Hamamelis Vernalis Witch Hazel 7 GAL. 10' O.C. HV 12 Ilex verticillate Winterberry 5 GAL. 6' O.C. IV44 - - --- - -- -- --- -- -- - - -- -- ----- — - . - •--- 3 AC . ° 1 BEST MANAGEMENT (PRACTICES FOR LWRP • .. #1 � � HV Recommended Native Grasses, wildflowers, perennials, and groundcovers • \ i USE NATIVE, DROUGHT-TOLERANT PLANTS IN a - DECK ; i Rain Garden Plants for shade and wetland locations: ' x' o a i _ 2 IV LANDSCAPING _____ -- - ! l #2 Uj w p ; ° ` a = - 1 AC Bearberry Arctostaphylos uva-urs Y w :#4 1 - '� USE OF ORGANIC FERTILIZERS WHERE THE cinnamon Fern osmunda cinnamomea #19 _ Q o #20 o w Ha sented Fern Dennstaedtia unctilobula �• `���- _ `, DECK , I 3 WATER-SOLUBLE NITROGEN IS NO MORE THAN 20% OF PenIV Pennsylvania sedge Carex pensyvanica THE TOTAL NITROGEN IN THE MIXTURE Royal Fern osmunda regalis - " Wild Columbine Aquilagia canadensis #3 - 2 MP RAMP A MAXIMUM OF 1 LB. OF NITROGEN PER 1 ,000 SQUARE Jack in the pulpit Arisaema triphyllum \ FEET IN ANY ONE APPLICATION, WITH A CUMULATIVE • oPo TAVILLION1 APPLICATION OF NO MORE THAN 2LBS. PER 1 ,000 All lent material to be 1-gallon material or larger •P - -- --- 4 HV SQUARE FEET PER YEAR p P � ' O�c \ DECK THE APPLICATION OF FERTILIZER PRODUCTS 3 AC - CONTAINING NITROGEN, PHOSPHORUS, OR POTASSIUM - I IS PROHIBITED BETWEEN NOVEMBER 1 ST AND APRIL 1 ST #16 y ------ --- -- I NOTE y� o \\ / #14 1 #6 #5 3 HV 9 i \ v j ALL SELECTED PLANT SPECIES ARE NATIVE TO THE , DECK _.._ 1 IV ENT AND PROMOTE BIODIVERSITY EXISTING ENVIRONMENT 1 LS #12 ' P ' DECK IV /' i 3 AC- 8 MID EXISTING WETLAND VEGETATION---- j ' #11 \y #9 APPROVED 3 MP-- -- ------ .. PLANNING r � RE .�NR PR . .. TOWN OF SOUTHOLD I, ---- - r_._. __�--__ 4 #17 MP DATE 15 l�I WA , . -- -- _ r 1 LS--- _ ' j n. — * \ 3 MP -- _ -- ---- 2 AC - RECEIVED SEP 2 9 2020 ------- 3 HV sout o d Town Planning Board 100' WETLAND BOUNDARY — - ------- 12 MP - -- - 3 LS _ WETLANDS DATE SUBMITTED: -- -LANDSCAPE PLAN SCALE: JUL. 20, 2020 - -- - -- Engineering , 1 „ = 40,_ „ REVISIONS: 401-O VI 24, 2020 --- ---------- ---- ------- --- - - - 1755 1ST Road -- EASTERN LONG ISLAND KAMPGROUNp DWG. No. attituck, Y 11952 690 QUEEN STREET GREENPORT, NY 11944 100.02 36"SILT FENCE --HAY BALE NORTH \ I 04 q \ GRADE I i 1 -0. \. y. 8' x 6' x 1211 PVC WASHOUT/ SECONDARY CONTAINMENT f'` \ t t - AREAS OF DISTURBANCE (CONCRETE WASH OUT STATION) , ! t �,l�: �,• a _ - l //. \ r r \ . 19q t 4 .; SII II Q SILT FENCE AND HAY BALE DETAIL /C/!o ; ul #19y .. // ` o , \� o. � �\ `� w W �I DECK i. Err' / ;? „••, •.- I ! j 1 ..`� ! I � ' j f,...- �r \ .fig` / •f\ . '•' 'k_ i f I 1 _,1' p I I i -f .'I �� fr ]jam='✓( : - 111 P I, >• t ' Qy / <r IN fr T , •�-Y+ AY BALES I ' ! SILT FENCE Ilk 41, t HAY BALES q _..._v ._ .. t \ ! %`}° � 1 { I x DECK__ w.e Pak SILT FENCE \ � � W Shout AREA OF DISTURBANCE x��� /�/� PAVILLION 2,185 S.F. L. __. �\ \' CABINS 19,170 S.F. (18 x 1 ,065 S.F.) \ , \` t - j ;( I CABINS W/ RAMP 2,686 S.F. (2 x 1 ,343 S.F.) NOTES: �. .��� \' Vii\ Al TOTAL DISTURBANCE 24,041 S.F. OR 0.55 ACRES 1. THE WASHOUT SHALL BE INSTALLED PRIOR TO ANY USING MATERIALS THAT REQUIRE WASHOUT ON THIS PROJECT. 2. AS NECESSARY, SIGNS SHALL BE PLACED THROUGHOUT THE SITE TO INDICATE THE �:` \ `��' <.� % \` 91\ LOCATION OF THE WASHOUT. SG�P,_ 4 oON Eo E ' a z` qT 3. THE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR LIQUID WASTE. - a.....,a..-, Mia •l 'y \ 0�a 5 Y 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN -' _. .,_. \ - = =- — _>.__ APPROVED WASTE FACILITY. 5. DO NOT WASHOUT INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. \\ \ 6 AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED DUMPING AREAS. RECEIVED \ \ . .. .._._ _..._ ---_....=_...' APPROVE[) BY 7. LOCATE WASHOUT AT LEAST 50' (15 METERS) FROM STORM DRAIN, OPEN DITCHES, OR \\ \ \ .;;.: \ \ SEP 2 9 2020 \ WATER BODIES. '_.. PLANNING POAR'D \ ` SoutholdTown 8. THE WASHOUT SHALL BE USED ONLY FOR NON-HAZARDOUS WASTES. TOWN OF SOU Planning Board \\ \ � \" :_ �\ �"° .. ,• .. ®ATE 5 �t1 221 WETLANDS PVC WASHOUTI SECONDARY CONTAINMENT DETAIL \ \F • �`�'� ' ��,,�.==j=` ` �\ '"\ •ems ~^ ._ .. t r �.`_\' , DATE SUBMITTED: CONSTRUCTION MITIGATION PLAN 4 JUL. 20, 2020 SC - � �� ALE: REVISIONS: Uondon neer'Emg- ing , m 1 = 40 -0 SEP. 24, 2020 -- - -- - - - 1755 St Sbee Road EASTERN LONG ISLAND KAMPGROUND attituck, DWG. No. 11952 690 QUEEN STREET GREENPORT, NY 11944 100.03 / GENERAL N OTES Q 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS Q A SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC SEE ARCHITECTURAL INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12 1974. SURVEY AND TOPOGRAPHIC �- Wim--- %/ '� 1 CONCRETE WASHOUT/ m (SEE ARCHITECTURAL PLANS) INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 / C) ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS W / // .� DOWNSPOUT ADAPTER(ADS m FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK R�M713 kit t(� // OR APPROVED EQUAL) o W (SEE CHART FOR PART NUMBER) SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. s/ '� �� 5. / / PROPOSED RAIN ARD "A" c W 'PROPOSED RAIN GARDEN"A" `� // 169 CF CAPACITY \ Q 169 CF CAPACITY / / TOP EL 13.0 PROPOSED RAIN GARDEN"B' 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. W TOP EL 15.0 / /' /' BOT.EL.12. I \\ 4 ^ 95 CF CAPACITY THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE OT.EL 14.0 / 'I / __ I \ TOP EL 12.9 CONFORMED ACCORDINGLY IN THE FIELD. sb BOT.EL 11.9 / 1 I \ PROPOSED GRADE 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN EX. CAMP SITES WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. II / I � •1 t \\�/' w' � \ 450 BEND(MAX) ) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. w 6'ADS PIPE(LENGTH VARIES) 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL ' / ) �• T' 1 #1I SNAP CONNECTION LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. 1 j „�, 450BEND(MAX) z DEBRIS SHALL NOT BE BURIED ON-SITE. PART# PIPE SIZE A B C T rsPw VI :.1 1 1 ) X r 0364AA 3' 2.50' 3.25' 4.75' co DECK 0464AA 4' 2.50. 3.25' 4.75• 0 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 0465AA 4' 3.25" 4.50' 5.00' LTRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE \ i !• X 14.5 / \ 6'ROOF DRAIN LATERAL o / 1 11 \ #2 U 1 � 0664AA 4' 2.56' 2.56' 4.63' WITH WYE P Z PLANS. _ 1 .�w / \ \ o : 0664AA 6' 3.62" 5.63' 6AX ) / A. \ f 11.; v ii''+// \ I A 6' 3.62 5.63' 6.43' \ I #19 X, . Y �l, 1 w X 14.4 : •Part 0664-AC is PVC NOTE: s•ADS PIPE MAYBE DISTANCE VARIES 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. USED WHEN A DOWNSPOUT IS (SEE GRADING AND C3 II .\ PROPOSED-MIN GARDEN"E" 13.4 : CONNECTED DIRECTLY TO THE DRAINAGE PLAN) \ I •j /\ / :• ' \ 'C'C 'CF CApA�ITY X D 6 '1`3 �3 RAIN GARDEN. 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE \ W �- I / \ / I I TOP EL 14.2 13.5 I \ �/ TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE \/ 1 '1 BOT.EL 132 \\ / \ INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR #31 / ROOF DRAT N ADAPTER DETAIL EROSION AND SEDIMENT CONTROL'. / PROPOSED RAIN GARDEN"B" / _ 1. �s \ \ / 95 CF CAPACITY -�� � //' I / X �/ ► y• �� ,�� Y \\�moi/ \ i / BOT.EL.119 ROOF DRAIN NOTES: 10 CONALL BENTFAS DETERMINED BY STANDARD D P OCTOR TEST.ILL SHALL BE SELECT GRANULAR MATERIAL MPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE IEX. CAMP SITES f4.8 w PAVILLION #18 j ' \ - •I 1 - �O• I / 1. PROVIDE SCREEN AT END OF ROOF DRAIN PIPE AT RAIN GARDENS. 11. LOT AREA-24 ACRES PROPOSED RAIN GARDEN"A"• _-� I.° \ / \ 169 CF CAPACITY \ DECK 0 X// TOP EL. \..� \ 2. PROVIDE 5'MINIMUM SEPARATION BETWEEN SEWER MAINS AND HOUSE CONNECTIONS. / ,•• \ \ \ I12 (. RESORT RESIDENTIAL(RR)ZONE / \ BOT.EL 13.0 \ � I X1.4 3. PROVIDE 5'MINIMUM SEPARATION BETWEEN WATER MAINS AND WATER SERVICES. 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. 14.4 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. `__ / �J�/.•�/\\ \max#1 \-PROPOSED RAIN GA DEN"A" \\\ 169 CF cC11TY \ \ I I PROVIDE S SEPARATION 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT TOP EL.11.5 ,\` "X 1'�° I BETWEEN ROOF DRAIN PIPE AND LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS BOT.EL.10.5 \ I I WATERISEWER LINES(TYP.) /• \- - . • - . . -G . _j_l I L2 NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. MX / . \ -..-..}. -.._.. -..-..-..-I._..� 14 �3 / #6 \\ W \\ -'- #g % x I PROPOSED RAIN GARDEN"B" _ _ Q I 95 CF CAPACITY TEST HOLE DATA \ ,s.o '/ j /'� \\ s\ Tib / / I TOP EL 12.0 EL.12.0 DE K M.9 BOT.EL 11.0 / �Pr X i \ \\ j I ti BROWN SILTY SAND(SM) A I X 12 / .IQBx\ \\ 12.4 i // 0'MM. 1 �L 1.0' EADERS FR�M UNITS 6 TO \\ x I I w BROWN&PALE BROWN SILT \ OF LOW OWKLAND DIRECTLY \ X I \U \\\ X X X TO RAIN GARDEN a \\ X ( U o BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) i DECK 7.5(GROUNDWATER ELEV.4.5) #10 11 \\\ \ r 5 ° \\\ Oc�`�, \•� I t X I PROPOSED RAIN GARDEN"C" WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) LEADRS FROM UNRS 9,1113, \ \ ,' #13 \ ¢ ••\ I i 292 CF CAPACITY & 5TO FLOW OVER LAND \ \ �, Q ) ) = I TOP EL 11.0 10' DIRE LY TORN GARDEN \ \ ,o., \ X „� \ ( X12¢ BOT.EL.9.8 X 1 I I � WATER IN BROWN CLAY(CH) \ \ �. \ �► /- TESTH9LE / TESTHOLE BY MCDONALD X /' viz° 1 X GEOSCIENCE DATED 7/30/2020. GROUNDWATER ENCOUNTERED PROPOSED RAIN GARDEN"A" 7.5'BELOW(GRADE � X� I i ,\ \\ \\ \ �� \ i I �► /X1. 1 t"9X �) 169 CF CAPACITY \\ PROPOSED RAIN GARDEN I / rs r \ 356 CFC PTOP EL 11.8 \ACITY \ \ \ Jim 1 � s\\ \\ TOP EL q,5 \ X \ \ X Q O�c I / X/2 7, BOT.EL 10.8 \ \ BOT.EL 8.5- \ #9 %u 80*07'201, �/ •• ' DRAINAGE CALCULATIONS: \ \ � \ \ t W � o /� I THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. STORAGE TO BE PROVIDED IN RAIN GARDENS. THE DESIGN AL \ \ ` X \\ \\ X `�--�� \ I \ 3 IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. \ _ \\ \\ \ 1 I __� W I \ o DRAINAGE AREA"A" (UNITS 2,4,7, 12, 14, 16, 17, 18, 19, 20) STORAGE REQUIRED: o ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF PROVIDE STORAGE IN RAIN GARDEN: APPROVED Ely TOP EL. 263.1 SF PLANNING BOARD \ s zo/ �\ \ \ \\ 1,01171, BOT.EL. 74.5 SF _-_---_--_-_ (263.1 +74.5)12=168.8 SFX 1.0'=169 CF>168.0 CF T01A/N OF SOUTHIOLD \ \ '- DRAINAGE AREA"B" (UNITS 1, 3&5) DATE I \moo \ \ \�\ ��\\ \�� \\\ \\ \��--__- � STORAGE REQUIRED: ROOF AREA: 504 SF X 1.00 X 2"/12=84.0 CF ��L) RECEIVED SITE PLAN PROVIDE STORAGE IN RAIN GARDEN: SEP 2 9 2020 TOP EL.-148.0 SF SCALE:1"=40'-0" BOT.EL.=41.9 SF Southold Town (148.0+41.9)/2=95.0 SF X 1.0'=95.0 CIF>84.0CF Planning Board DRAINAGE AREA"C"(UNITS 6,8&10) WATER SUPPLY CALCULATIONS: PROPOSED WATER USAGE: STORAGE REQUIRED: CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD ROOF AREA: 1,512 SF X 1.00 X 2"/12=252.0 CF NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. PROVIDE STORAGE IN RAIN GARDEN: TOP EL. 11.0=379.0 SF 9/2812020 TOWN COMMENTS BOT.EL.9.8 =107.3 SF 389.0+107.3)/2=243.2 SF X 1.2'=292.0 CF>252.0 CF REVISJONS DRAINAGE AREA"D" (UNITS 9, 11, 13& 15) �POF NEk/Y0 STORAGE REQUIRED: � SEP{ ROOF AREA: 2,016 SF X 1.00 X 2'/12=336.0 CF Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education o y Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ct- Professional Engineer,Architect,or Land Surveyor,to atter any item in any way.If an item bearing r- m- Lu PROVIDE STORAGE IN RAIN GARDEN: the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or TOP EL.9.5=475.0 SF Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her BOT.EL.8.5 =236.0 SF signature and the date of such alterations,and a specific description of the alteration. cs l 12 tvr` (475.0+236.0)/2=355.5 SF X 1.0'=356.0 CF>336.0 CF DRAINAGE AREA"E" (PAVILION) S.C.T.M.: DIST. 1000 SEC.40 BLK. 03 LOT. 05 STORAGE REQUIRED: ROOF AREA: 600 SFX 1.00X2"112=100.0 CF Scale:AS SHOWN g g Condon En ineerin P.C. EASTERN LONG ISLAND PROVIDE STORAGE IN RAIN GARDEN: KAM PG ROU N D TOP EL.14.2 =179.1 SF 1755 Si sbee Road BOT.EL.13.2=50.7 SF Drawn by:JJC g 690 QUEEN STREET OF (179.1 +50.7)/2=114.9 SF X 1.0'=115 CF>100.0 CF Mattituck, New York 11952 GREENPORT, NY 11944 Date: 9/4/2020 (631) 298-1986 (631)298-2651 fax www.condonengineering.com D RAIAN G E PLAN GENERAL NOTES C) 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS / p A SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC DOWNSPOUT INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12, 1974. SURVEY AND TOPOGRAPHIC CONCRETE WASHOUT/ N m (SEE ARCHITECTURAL PLANS) INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 C) ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS W -�,y / ! DOWNSPOUT ADAPTER(ADS n O twSR �I ! ! OR APPROVED EQUAL) m FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK 0 (SEE CHART FOR PART NUMBER) SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. PROPOSED RAIN ARD "A" s PROPOSED RAIN GARDEN"A" 169 CF CAPACITY \ 4 169 CF CAPACITY / TOP EL 13.0/ I PROPOSED RAIN GARDEN"B" 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. TOP EL.15.0 / // // BOT.EL.12.6 ,v'� I \ 4- ,� 95 CF CAPACITY THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE �� �� OT.EL 14.0 / j // __ I `� TOP EL.12.9 CONFORMED ACCORDINGLY IN THE FIELD. W .6 BOT.EL 11.9 PROPOSED GRADE 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN EX. CAMP SITES WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 450 BEND(MAX' to 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. w 6'ADS PIPE(LENGTH VARIES) 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL '�71 / I �j •'?" 1 #1 I SNAP CONNECTION LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. �! I 1�► X 1 ; j �' 450BEND(MAX) Z DEBRIS SHALL NOT BE BURIED ON-SITE. / WJAR PART# PIPE SIZE A B C r Row // W I 11.'\ 1 1 ) 1 X 0364AA 3' 2.50' 3.25" 4.75" o '��"' ( i DECK : Z 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 0465AA 4' 2.50. 3.25" 4.75' g TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE 0465AA 4' 3.25' 4.50' 5.00' � 1 i ! X I4.5 11 1 / \ #� V 046W 4' 2.56' 2.56' 4.63' 6'ROOF DRAIN LATERAL 0 9.5 X� - ../��w / \ C� I 0664AA 6' 3.67 5.63' 6.43' WITH WYE(TYP.) Z PLANS. / / 6' 3.62" 5.63' 6.43' \ #19 ••/ w X 14.4 : •Part 0664-AC is PVC NOTE: 6'ADS PIPE MAYBE DISTANCEVARIES 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. �• / \ X (SEE GRADING AND USED WHEN A DOWNSPOUT IS C1 11 .\ PRO ED-NAINGARDEN"E" --14 : 3 CONNECTED DIRECTLY TO THE DRAINAGE PLAN) 115 CF CAPACITY \ 3 RAIN GARDEN. 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE • / / 1 TOP EL 14.2 13.5 ° I \ TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE v 1 1 BOT.EL 13.2 \\ / \ INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR _ #31PROPOSED RAIN GARDEN"B" ROOF DRAIN ADAPTE R DETAIL EROSION AND SEDIMENT CONTROL". _ 95 CF CAPACITY !i Y MP \\� �) ► \�� / BOT.EL.11.9 ROOF DRAIN NOTES:TOP EL 12.9 10 CONBACKFILL SHALL BE SELECT TENT,AS DETERMINED BY STANDARD PROCTOR TESNULAR MATERIAL T. TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE IEX. CAMP SITES ,,.8 �` / w PILLION \ \ \\ :' �� / #18 �' •1 1 1�_ �U I / 1. PROVIDE SCREEN AT END OF ROOF DRAIN PIPE AT RAIN GARDENS. 11. LOT AREA-24 ACRES PROPOSED RAIN GARDEN"A_• _ �n\ / \ 169 CF CAPACITY -( I12. RESORT RESIDENTIAL(RR)ZONE 0 j ! \ TOP EL.14.0 \ DECK \• � \ : 2. PROVIDE 5'MINIMUM SEPARATION BETWEEN SEWER MAINS AND HOUSE CONNECTIONS. / \ BOT.EL 13.0 \ \\ i I \\\ �� ��' ��/ X •\ \ X14.4 3. PROVIDE 5'MINIMUM SEPARATION BETWEEN WATER MAINS AND WATER SERVICES. 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAYBE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. -PRo O'ED RAIN GA DEN"A" ` \ : I .ry 169 CF C�1PA�ITY \\ ,,, \ I I PROVIDE S SEPARATION 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT TOP EL 11.5 � `� x �14.0 ' I EN BETWEROOF DRAIN PIPE AND / BOT.EL_10.5 \ f1 S I I I BET EN R O LINES(TYPE LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS 4�\ NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. #5 % x I 14 PROPOSED RAIN GARDEN"B" /3\ T E a Q I 95 CF CAPACITY ST HOLE DATA �T� / '/ I TOP EL 12.0 EL.12.0 DE K / BOT.EL 11.0 o / X \ j I ti BROWN SILTY SAND(SM) �_ •'� // 'pro � / .-\ ���� \\ \ ��7 / 1.01 /X, 12 X EADERS FRR�M UNITS 6 TO `\ X BROWN&PALE BROWN SILT F LOW OVAITTLAND DIREC XI \ \ \ \\ X X X c� ` TO RAIN GARDEN N\ X I U o BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC> CH) \ DECK I I 7.5'(GROUNDWATER ELEV.4.5) �\ �•/ \ X I \• ( , a WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) d.s o ` 4�.c ► ; X PROPOSED RAIN GARDEN"C" LEADDRS FROM UNITS 9,11 13, \ ` , #13 \ 'F \ ( 292 CF CAPACITY 10' 8 5T0 W OVER LAND \ \; \ I ITOP EL.11.0 DIR LY TORA�N GARDEN \ \ ,o., \ X ,.? p� ) I X 72.6 \ I : BOT. L 9.8 \ \ X X I I i WATER IN BROWN CLAY(CH) \\ \ F \\ , ! TESTH9LE �z r I /1 TESTHOLE BY MCDONALD a `\ ' �'�- r \ I /I GEOSCIENCE DATE'.D 713012020. X ' ' � � X Kau I S j GROUNDWATER ENCOUNTERED • 1 X,z., `1 ± PROPOSED RAIN GARDEN"A" 7.5'BELOW GIRADE \\ PROPOSED RAIN GARDEN ` ` \ r I �` ../X" �.aX/ i ILL I 169 CF CAPACITY - 356 CFCAPACITY ` \ \ f0.6 ' / r TOP EL.11.8 TOP EL 9�5 BOT.EL 10.8 BOT.EL 8.5- \\�� SAX X �I X-12.6 ; 0 I I \\ `\ -- --\\ \ �• \\ X, X I L 2.5 } -- - - X G� DRAINAGE CALCULATIONS: -4� \ �\ 1 '//• THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A W� \ X / 1 2"RAINFALL. STORAGE TO BE PROVIDED IN RAIN GARDENS. THE DESIGN X `\\ \\,4 ��\ X \ �-�.,_ I \\ IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. DRAINAGE AREA"A" (UNITS 2,4,7, 12, 14, 16, 17, 18, 19, 20) \ ___ `\ CN AIN UNKNCf\ l \\ u� STORAGE REQUIRED: ` MX \ '°o \ �\ \` ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF N PROVIDE STORAGE IN RAIN GARDEN: APPROVED By •.\ \\ Cv�o\ \\ \\ \\ \\ \� -----� ,,- .r°.s TOP EL.=263.1 SF pLANR!f!t'�' B r'1x�acE F/OSE \� \ `\ 1,011.71 BOT.EL.=74.5 SF OAlD \\ B9 \\ tpo),,� \\ \\ --------------- (263.1 +74.5)12=168.8 SF X 1.0'=169 CF>168.0 CF TOWN OF SOUS'f•{OLD DRAINAGE AREA"B" (UNITS 1, 3&5) DATE STORAGE REQUIRED: J "l �7I ,��� ` ROOF AREA: 504 SF X 1.00 X 2"/12=84.0 CF C•V RECEIVED SITE PLAN PROVIDE STORAGE IN RAIN GARDEN: i SEP 2 9 2020 SCALE:1"=ao'o" TOP EL.=148.0 SF BOT.EL.=41.9 SF I (148.0+41.9)/2=95.0 SF X 1.0'=95.0 CF>84.0 CF S- outhold Town Planning Board DRAINAGE AREA"C" (UNITS 6, 8&10) WATER SUPPLY CALCULATIONS: PROPOSED WATER USAGE: STORAGE REQUIRED: ROOF AREA: 1,512 SF X 1.00 X 2"/12=252.0 CF CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. PROVIDE STORAGE IN RAIN GARDEN: TOP EL.11.0=379.0 SF BOT.EL.9.8 =107.3 SF 9/28/2020 TOWN COMMENTS 389.0+107.3)/2=243.2 SF X 1.2'=292.0 CF>252.0 CF REVISIONS DRAINAGE AREA"D" UNITS 9,11, 13& 15) STORAGE REQUIRED: ROOF AREA: 2,016 SF X 1.00 X 2"/12=336.0 CF Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education _ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing O f PROVIDE STORAGE IN RAIN GARDEN: the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or y TOP EL.9.5=475.0 SF Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her BOT.EL.8.5 =236.0 SF signature and the date of such alterations,and a specific description of the alteration. w W' (475.0+236.0)/2=355.5 SF X 1.0'=356.0 CF>336.0 CF 2 , `^ os t s DRAINAGE AREA"E" (PAVILION) S.C.T.M.: DIST. 1000 SEC.40 BLK"03 LOT. 05 STORAGE REQUIRED: ROOF AREA: 600 SFX 1.00X2"/12=100.0 CF Scale:AS SHOWN g g Condon En ineerin P.C. EASTERN LONG ISLAND PROVIDE STORAGE IN RAIN GARDEN: KAMPG ROU N D TOP EL. 14.2 =179.1 SF Drawn b Y���C 1755 Sigsbee Road 690 QUEEN STREET �F BOT.EL.13.2=50.7 SF Mattituck New York 11952 (179.1 +50.7)/2=114.9 SF X 1.0'=115 CF>100.0 CF GREENPORT, NY 11944 Date: 9/4/2020 (631) 298-1986 (631) 298-2651 fax WWW.condonengineel ing.com D RAIAN G E PLAN OFFICE LOCATION: MAn1NG ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ��� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtovvnny.gov PLANMNG BOARD OFFICE TOWN OF SOUTHOLD October 8, 2024 Ms. Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Extension of Approval Amended Site Plan for Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Moore: The following resolution was,adopted at a meeting of 1he Southold Town Planning Board on Monday, October 7, 2024: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on October 5, 2020, the Planning Board granted approval with conditions, of the site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020; and WHEREAS, on April 5, 2022, the site plan approval expired; and WHEREAS, on September 5, 2024, Sean Magnuson, owner, submitted a letter requesting an Extension of Site Plan Approval with provided reasoning as detailed in the September 23, 2024 staff report; and WHEREAS, at a Work Session held on September 23, 2024, the Planning Board reviewed the application and determined that the expired Site Plan remained in compliance with current rules and regulations; therefore be it ELIK Cabins Page 2 October 8, 2024 RESOLVED, that the Southold Town Planning Board grants an Extension of Amended Site Plan Approval for one (1) year from October 7, 2024 to October 7, 2025 to the Site Plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020. If you have any questions regarding the above, please contact this office. Respectfully, James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Sean Magnuson, Owner OFFICE OCaATI N: MAILING SS: �. Town Hall Annear �' � �, P.O. 13®x 1179 54375 State Route 25 �n � ��� Southold, NY.1 1971 (cor.Main Rd. &Youngs Ave.) � ��� � Telephone: 631 765-1938 ,Southold NY ` www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2020 Ms, Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms, Wingate: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on December 20, 2019 and January 9, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town Planning Board determined the application as complete for review; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type Il list of actions; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and Eastern Lon IslaniKarrip round EILIK Page 2 October 6, 2020. WHEREAS, on February 14, 2020, the Architectural Review Committee (ARC) provided comments to be clarified by the applicant regarding the proposed cabins and pavilion; and WHEREAS, on February 14, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 24, 2020, the Suffolk County Water Authority (SCWA) issued a Letter of Water availability for the proposed action; and WHEREAS, on February 24, 2020, the Suffolk County Planning Commission (SCPC) determined the action to be a matter for local determination; and WHEREAS, on February 27, 2020, Eileen Wingate, authorized agent, submitted revised Site Plans and other information for review increasing the size of each cabin from 450sf to 504sf each; and WHEREAS, on February 27, 2020, the Greenport Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 9, 2020, a Public Hearing was held and closed; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department; and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on June 25, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town. LWRP policies with recommendations to the Planning Board; and WHEREAS, on July 1, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were reciva red in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and; Drainage plan, and WHEREAS, on July 22, 2020, the NYS Department of Environmental Conservation (NYSDEC) determined that no permit was required for the proposed action but determined that special care should be taken in managing precautions for storm water run-off and sediment controls; lirnit clearing to November 1,` _ March 3Vt in order to protect sensitive species including the North Long — Eared Bat. No clearing shall take place during the summer months; and Eastern LoasamoS Page 3 Octob. pe.r. 6,__2Q20 WHEREAS, on July 22, 2020 and August 20, 2020, Eileen Wingate, authorized agent, submitted revised site plans, grading & drainage plans, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on July 31, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference#C-20-0055 for "Campground —20 Cabins at 3,O00gpd"; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA), as Lead Agency, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA) granted file#7384SE for a Tourist Camp Special Exception and variances for the twenty (20) 504sf cabins where the Code permits a maximum of 450sf each; and WHEREAS, at a Work Session on September 14, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on October 2, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Tourist and Trailer Camp as a use permitted by special exception in the Resort Residential (RR) Zoning District pursuant to ZBA file #7384SE; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020, and authorizes the Chairman to endorse the site plan. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting within the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property, shall cornply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 3. Existing landscape areas and mature trees must be preserved to the greatest extent practicable. Eastern L�Island Kam. ground {ELK Page 4 October , 2020 4. Clearing limited to November 1st— March 31st to protect sensitive species including, but not limited to, the Northern Long-Eared Bat. No clearing shall take place during the summer months. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate off Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town EngineerJHighway Department. If you have any questions regarding the above, please contact this office. Respectfully, r t Donald J. Wilcenski Chairman Encl. cc. Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Eastern Long Island KamroundLLIK Pie.5 October 6, 2020 - ----1 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: Applicant Signature: Date: Southold Town Planning Board Work Session — September 23 2024 — Page 2 Project Name: Cross Sound Ferry Parking SCTM#: 1000-15.-9-10.1, 11.1, 12 & 15.1 Location: 41190, 41270, 41370 NYS Route 25, Orient Description This proposed site plan is to raise the grade of the western parking lot to meet the grade of the rest of the site. The grade will be raised an average of 1.4 feet using 2,000+/- cubic yards of dredged materials presently located at the shoreline east of the ferry slips. This proposal will also raise the existing 952 sq. ft. two-story dwelling (employees only) to meet FEMA standards; and abandon an existing septic system and install an I/A OWTS sanitary system on 1.28 acres in the M-II Zoning District, Status: New Application Action. Review for Completeness _ Attachments: Staff Report . Project Name: Eastern Long island Kampground Amended SCTM#. 1000-40.-3-5 . ...... ....... Location: 64500 CR 48, Greenport Description: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District. ............... ........ .. ..... . Status: Approved Action: Review for Approval Extension Attachments: Staff Report Project Name: NFBG Standard Subdivision SCTM#: 1000-108-8-6.3, 6.4, 6.5 Location: 2458, 2462 Eliiahs Lane, Cutchogue .. .. ....... Description: This standard subdivision proposes to subdivide a 28.9 acres parcel into 3 lots; where lot 1 is equal to 5.08 acres and includes a 2.00-acre development area and 3.08 acres of open space and lot 2 is equal to 19.63 acres upon which development rights have been sold and lot 3 equals 4.17 acres and includes a 1.64 development area and 2.55 acres of open space in the AC Zoning District. __. . ... . ..... . . Status: Conditional Sketch Approval Action: Referral Review Attachments: Staff Report Project Name: Old Town Farm Standard Subdivision SCTM#: 1000-78.-1-10.23 Location: 2355 Main Bayview Road, Southold Description This proposal is for the standard subdivision of a 17.46-acre parcel into 5 lots, where Lot 1 is .83 acres, Lot 2 is .80 acres, Lot 3 is .81 acres inclusive of a .11-acre flag, Lot 4 is 1.03 acres inclusive of a .20-acre flag and Lot 5 is 13.68 acres and includes a 3.05-acre development area, 10.25 acres of open space and .38 acres of wetlands in the R-40 Zoning District. Status: New Application Action. Review for Completeness Attachments: Staff Report Discussion: ❖ Zoning Update Project— Progress Report (HL) Southold Planning Department Staff Report Site Plan Application Work Session — Request for approval extension Date September 23, 2024 Prepared By: Brian Cummings I. Application Information Project Title: Eastern Long Island Kampground Applicant: Sean Magnuson / HNF Resorts LLC Date of Approval: May 2021 Tax Map Number: 40.-3-5 Project Location: 690 Queen Street Hamlet: Greenport Zoning District: RR- Resort Residential II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 23.3 acres III: Review & Analysis This approved amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. A. Existing: a. Existing campground office, community building with concession, 63 seasonal RV sites, 90 short term RV/pop up sites, 33 tent sites and overflow (80) parking on 23.3 acre parcel; b. Surrounding land: i. Six (6) R-40 parcels to the east; ii. Four (4) R-80 parcels to the west; iii. 173-acre Moores Drain woods Village of Greenport; iv. 7.4acre vacant R-80 in between subject parcel and the Vineyard View site 1 B. Approved construction: a. Existing campground buildings to remain; b. Remove 33 tent sites and construct twenty (20) seasonal cabins @ 504*sq. ft. each and a 90 sq. ft. deck; i. (18) 2 — bedroom cabins with bathroom and small kitchen; ii. (2) 1 — bedroom ADA compliant cabins; iii. All proposed as cedar shake siding with Forest Green windows and a standing seam metal roof, brown trim; c. Construct a 600 sq. ft. pavilion with 500 sq. ft. deck: i. 20'W x 301 x 17'h; ii. Cedar Shake siding and metal roof (same materials and schematic as cabins). d. Connect to SCWA at CR 48 interface and sanitary sewer line to the Greenport Village sewer system. C. Zoning Board of Appeals (ZBA) a. Tourist Camp in the RR zone is a use permitted by Special Exception.. Previously granted when the campground was constructed (including 2006 approved site plan). b. Area variance required for the proposed 504sf cabins where the Code permits a maximum 450 sq. ft. each; c. ZBA File #7384SE: i. August 25, 2020: the Special Exception and Area Variance were granted with a singular condition of obtaining site plan approval from the Planning Board; ii. SEQRA: The action was classified as an Unlisted Action under (SEQRA) 6 NYCRR, Part 617. The ZBA, as Lead Agency, made a determination of non-significance and issued a Negative Declaration, E. Suffolk County Department of Health Services (SCDHS) & Greenport Village a. Greenport Village Waste Water Treatment facility verified sufficient capacity for the sewer connection; 2 b. SCDHS file C-20-0055 granted July 31, 2020 for twenty cabins (campground) @ 3000gpd with proposed pump station and sewer line connections; F. Parking Required: « Tourist Camp:. 0 1 space for each accommodation, plus 1 space for each employee, plus 3 spaces for visitors 0 173 camp sites aw 5 employees 8 +3 o Total Required = 181 o Total Provided = 258 (173 at camp sites, 5 ADA; 80 overflow) G. Staff analysis: a) The approved amended site plan expired November 2022; b) All pertinent Building Permits (total of 20) have been renewed and are currently active. c) Owner, Sean Magnuson, submitted a request to extend the approval for six months (6 months) to complete construction and close out all permits. Staff: the site plan remains in compliance with all pertinent rules and regulations. The Board may want to consider a longer extension time frame (1 year?), in order to provide ample time for completion of construction and final inspections. The owner/applicant can provide further detail on the progress of construction and the estimated end date. V: Planning Board items to consider: Based on the report detailed above, consider extending the approval, as requested above, at tonight's public meeting. 3 3 (6b0 M)---3-5 Michaelis,Jessica f o I 1 Lzrio Island From: Sean Magnuson <sean@nfresort.com> M d s%.04 Sent Thursday,September 5,2024 2:16 PM A7ndl Ad To: Cummings, Brian A. V00 cc: Michaelis,Jessica Subject: Request for Site Plan Approval Extension-HNF Resorts{North Fork Cottages&RV Resort] Importance: High . r I,....0 Brian, 9E)ut°��a& � �ovvn „r Ranning Board I was recently made aware that we need to submit a request for an extension to our site plan approval for the cabins. I apologize for the delay, but I wasn't aware that we needed to submit a separate extension request after renewing the 20 building permits last year. Please let this email suffice as our formal request for extension, unless you require additional information or documentation. I'm happy to discuss at your convenience. Regards, Sean Sean Magnuson HNF Resorts Inc/ LI LLC North Fork Cottages&RV Resort 690 Queen St Greenport, NY 11944 C: (631)953-3899 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. BOARD MEMBERS S0'y ' ,. Southold Town Hall � Leslie Kanes Weisman,Chairperson .4' 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora t)ff i cce°u-)q t on: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento W,�y Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD o May 19, 2021 Tel.(631)765-1809•Fax(631)765-9064 ° Eileen Wingate Quite Man Studio 2805 West Mill Road Mattituck,NY 11952 � , l RE: Request for De Minimus Determination Nf9 AY 2 0 2 0 2 1 � Appeal No. 7384SE, HNF Resorts,Inc. � � <<,vrin 690 Queen Street, Greenport �'I al`�I�irf,7 � o�� rd SCTM No. 1000-40-3-5 Dear Ms. Wingate; I am in receipt of yom correspondence, dated May 11, 2021, requesting a de minimus determination in the above referenced Zoning I: oard of Appeals 'Special Exception Permit and Area Variance decision. In your letter, you request a de minimus approval for a Special Exception and Area Variance to construct 20 seasonal use cabins which exceed the maximum square feet in area in accordance with the Town Cade, upon an existing campground, You explain that upon recommendation of the Town's Planning. Board, that the revised site plan depicts a re-location of the cabins in order too preserve as many trees as possible, and that the number of cabins have been redUced to 19. Furthermore, you stated that the cabin re-locations meet all zoning requirements pursuant to Chapter 253 of the Town Code. Based 'upon the information provided, I have deterniined that your request is de minimus in nature because the changes do not increase the degree of non-conformity, and the decision continues to follow the general standards governing Special Exception Uses. Please be advised that conditions set forth in Appeal No. 7384SE still apply. We ask that you submit to our office two amended signed and stamped surveys/site plans depicting the aforementioned changes. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department and the Planning Department. s 'er y, r eslie l,.;ani,s Weisman Chairperson cc: Michael Verity, Chief Building Inspector Heather Lanza, Planning Director NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www,decny.gov ,n.. `." .... 2/2/2021 j�. E= E %r ;I� EASTERN LONG ISLAND KAMPGROUND p Boarcl SEAN MAGNUSON 690 QUEEN STREET GRENPORT , NY 11944 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY — General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No.. GP-0-20-001 for the construction activities located at: ESTERN LONG ISLAND KAMPGROUND 690 QUEEN STREET GREENPO RT , NY 11944 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, discharges in accordance with GP-0-20-001 from the above construction site will be authorized 10 business days from 1/20/2021, which is the date we received your final NOI, unless notified differently by the Department. The permit identification number for this site is: NYR11 H649. Be sure to include this permit identification number on any forms or correspondence you send us. When coverage under the permit is no longer needed, you must submit a Notice of Termination to the Department. This authorization is conditioned upon the following 1. The information submitted in the NOI received by the Department on 1/20/2021 is accurate and complete. 2. You have developed a Stormwater Pollution Prevention Plan (SWPPP) that complies with GP-0-20 -001 which must be implemented as the first element of construction at the above-noted construction site. 3. Activities related to the above construction site comply with all other requirements of GP-0-20-001, �91dtiBrJgY81'or"�'��ap .,. Cauruser'adaflon 4. Payment of the annual $110 regulatory fee, which is billed separately by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. 5. Your SWPPP has been reviewed by the regulated, traditional land use control MS4 where your project is located and has been determined to be in substantive conformance with the requirements in the SPDES General Permit for Stormwater Discharges from MS4s. 6. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied. 7. You have obtained all necessary Department permits subject to the Uniform Procedures Act (UPA). You should check with your Regional Permit Administrator for further information. *Note: Construction activities cannot commence until project review pursuant to SEQRA has been satisfied, when SEQRA is applicable; and, where required, all necessary Department permits subject to the UPA have been obtained. Please be advised that the Department may request a copy of your SWPPP for review. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact Dave Gasper at (518) 402-8114. Sincerely, David Gasper Environmental Engineer CC' RWE -1 SWPPP Preparer CONDON ENGINEERING , PC JOHN CONDON 1755 SIGSBEE ROAD MATTITUCK , NY 11952 SubIllissioll Without a Cover Letter- '' E D NOV 5 //01120 scadcr� g ma° nki co o.. Subject: SCT #: 1000 Date: Comments: _RECEIVED D%:F T 2 3 202 Town own Condon II��ri ��ir� i iiiu III . Pl;�cwtn�nn New York State Licensed Professional Engineers � � � 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com October 20, 2020 Mr. Michael Collins, P.E. Southold Town Hall 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Re: SWPPP Calculations -Eastern Long Island Kampground—690 Queen Street, Greenport, NY Dear Mr. Collins, I have been retained by the owners of the Eastern Long Island Kampground to design new sewer mains and site drainage for the proposed renovations to the site. I reviewed the proposed work for the installation of the new cabins and pavilion. The owners of the property are looking to keep as much of the vegetation in place and disturb as little land as possible to keep the existing wooded area of the campground. Below are my site disturbance calculations for the proposed utilities and buildings. • Sewer mains: 1,071 LF with a 4'width of disturbance, 873 LF of house connections with a 3'wide disturbance and 9 manholes = 7,610 SF • Water Mains and services: 2,952 LF with a 3' width of disturbance = 8,856 SF • Electric and services: 2,285 LF with a 2'width of disturbance =4,570 SF • Fairsgardens arrd drainae�u = 7,537 SF • Cabins 'based on foot rine :. 798 SF x 2 = 1,596 SF 594 SF x 18 = 10,692 SF Pavilion = 1,472 SF = 13,760 SF Total: 42,333 SF <43560 SF The proposed buildings will be placed on footings with sonotube piers and not a traditional poured concrete foundation. Therefore, the actual disturbance is limited to the installation of the footings and piers which is about 3,000 SF instead of 13,750 SF which is a total site disturbance of 31,573 SF which is less than one acre. It is my professional opinion that the proposed work will disturb an area less than one acre, therefore, a SPDES General Permit for Stormwater Discharges from Construction Activity is not required. Please call me if you have any questions or require additional information. Yours truly„ A� SEP I�a ondon, P.E. ipk � c r 1912 SCOTT A. RUSSELL ��" °°� �� MICHAEL M. COLLINS, P.E. SUPERVISOR w TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765 9015 MTr�(- OFFICE OF THE ENGINEER TOWN OF SOUTHOLD ���.I Brian Cummings November 13, 2020 Southold Town Planning Department 54375 Main Road Southold, New York 11971 Re: Site Disturbance Plan for Eastern Long Island Kampground SCTM #: 1000—40. —03— 5 Dear Mr. Cummings: I have reviewed the letter from John Condon, P.E. dated October 20, 2020 addressing the SWPPP calculations for Eastern Long Island Kampground and the Eastern Long Island Kampground Site Disturbance Plan prepared by John Joseph Condon, P.E., dated 10/30/20. The Site Disturbance calculations do not include the dirt road which will be substantially widened and regraded as part of the development activity. In addition, the calculations limit disturbance to the actual footprint of the individual buildings, rain gardens and trenches. It is impossible for heavy equipment to construct the proposed improvements without disturbing additional ground area and increasing the overall area of disturbance. As the current calculated area of disturbance is stated to be 42,333 square feet, the total actual area of disturbance will be greater than 43,560 square feet (one acre). The Site is located in, proximity to freshwater wetlands as designated by the New York State Department of Environmental Conservation NYSDEC), Construction activity that disturbs more than one acre of band and discharges to these wetlands is subject to regulation under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-20-001. In accordance with the requirements of this general permit, the applicant must prepare a Stormwater Pollution Prevention Plan and a Notice of Intent for this project for submission to and approval by the NYSDEC prior to the start of construction. The applicant should provide a copy of the NYSDEC Notice of Acknowledgment for this projectrip or to final approval by the Planning Board. If you have any questions regarding this review, please contact my office. Sincerely, 11 Michael M. Collins, P.E. Town Engineer � r SCOTT A. RUSSELL MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Tel. 631 765—1560 ' Fax. (631)-765-9015 .......... ...� rtir,l ,v OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Brian Cummings October 08, 2020 aocyf Southold Town Planning Department � . 54375 Main Road RECEIVED Southold, New York 11971 Re: Revised Site Plan for Eastern Long Island Kampground 0 � I 1) 9 2020 1 SCTM #: 1000—40. —03 —5 L ... O�rt�t�lcl T6APCI PlanDear Mr. Cummings: _-`gymoar As per a request from your office, I have reviewed the Eastern Long Island Kampground Draiange (sic) prepared by John Joseph Condon, P.E., dated 9/1/20, the Eastern Long Island Kampground Draiange (sic) prepared by John Joseph Condon, P.E., dated 9/4/20 and the Eastern Long Island Kampground Construction Mitigation Plan prepared by John Joseph Condon, P.E., dated 7/20/20. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The Area of Disturbance calculations must include all land disturbance activities including, but not limited to, roads, utilities and stormwater control measures. Please submit revised calculations that include all applicable land disturbance activities that are part of the project. Clearly delineate the limits of all areas of disturbance that are part of these calculations. 2. The plan dated 9/1/20 does not appear to show the location of the test hole boring. Please indicate this location on the plan. 3. The Site is located in proximity to freshwater wetlands as designated by the New York State Department of Environmental Conservation (NYSDEC). Construction activity that disturbs more than one acre of land and discharges to these wetlands will be subject to regulation under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-20-001. If you have any questions regarding this review, please contact my office. SinereNy Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: MAILING ESS: Town Hall Annex ZF SO4y P.O. Box 1179 54375 State Route 25 y� "� ',� .. Southold, 11971 (cor. Main Rd. &Youngs Ave.) ' gtr Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov 00 N PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 6, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Site Plan Approval: Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Wingate: The following resolutions were adopted at a meeting of the Southold Town Planning Board on October 5, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 504 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, on December 20, 2019 and January 9, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application for review; and WHEREAS, on February 5, 2020 and February 7, 2020, Eileen Wingate, authorized agent, submitted an Amended Site Plan Application fee and other information for review; and WHEREAS, on February 10, 2020, the Southold Town Planning Board determined the application as complete for review; and WHEREAS, on February 10, 2020, the Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617„ determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and Eastern Long Island Kam gg oundX1_ ELIK� Page 2 October 6, 0 m WHEREAS, on February 14, 2020, the Architectural Review Committee (ARC) provided comments to be clarified by the applicant regarding the proposed cabins and pavilion; and WHEREAS, on February 14, 2020, the Southold Town Fire Inspector reviewed and determined that the buildings were required to be constructed with fire suppression sprinklers, and that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 24, 2020, the Suffolk County Water Authority (SCWA) issued a Letter of Water availability for the proposed action, and WHEREAS, on February 24, 2020, the Suffolk County Planning Commission (SCPC) determined the action to be a matter for local determination; and WHEREAS, on February 27, 2020, Eileen Wingate, authorized agent, submitted revised Site Plans and other information for review increasing the size of each cabin from 450sf to 504sf each; and WHEREAS, on February 27, 2020, the Greenport Fire District determined there was adequate fire protection for the site, and WHEREAS, on March 9, 2020, a Public Hearing was held and closed; and WHEREAS, on March 17, 2020, in a state of emergency response to the COVID-19 public health pandemic , the Town of Southold closed its offices to non-essential employees including the Planning Department, and WHEREAS, on May 26, 2020, the Town of Southold re-opened its offices to non-essential employees at 50% capacity; and WHEREAS, on June 25, 2020, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on July 1, 2020, the Southold Town Engineer reviewed the proposed application and determined that revisions to the site plan were required in order to meet the minimum requirements of Chapter 236 for Storm Water Management. The required revisions were incorporated into the Grading and Drainage plan; and WHEREAS, on July 22, 2020, the NYS Department of Environmental Conservation (NYSDEC) determined that no permit was required for the proposed action but determined that special care should be taken in managing precautions for storm water run-off and sediment controls; limit clearing to November 1St— March 31St in order to protect sensitive species including the North Long — Eared Bat. No clearing shall take place during the summer months; and Eastern Lona IslandKamp rid�_LIK Page 3 October 6.202 WHEREAS, on July 22, 2020 and August 20, 2020, Eileen Wingate, authorized agent, submitted revised site plans, grading & drainage plans, SCDHS plan and Erosion & Planting Plan for review; and WHEREAS, on July 31, 2020, the Suffolk County Department of Health Services (SCDHS) granted approval for this project under their reference #C-20-0055 for "Campground — 20 Cabins at 3,OOOgpd"; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA), as Lead Agency, pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on August 24, 2020, the Zoning Board of Appeals (ZBA) granted file #7384SE for a Tourist Camp Special Exception and variances for the twenty (20) 504sf cabins where the Code permits a maximum of 450sf each; and WHEREAS, at a Work Session on September 14, 2020, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 Site Plan Approval of the Town of Southold were met; and WHEREAS, on October 2, 2020, the Southold Town Chief Building Inspector reviewed and certified the proposed Tourist and Trailer Camp as a use permitted by special exception in the Resort Residential (RR) Zoning District pursuant to ZBA file #7384SE; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "Eastern Long Island Kampground" prepared by John J. Condon P.E., dated December 16, 2019, and last revised September 24, 2020, and authorizes the Chairman to endorse the site plan. Conditions 1. All exterior lighting on the property shall comply with the provisions of Chapter 172 of the Town Code and the lighting within the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 2. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site pian must be reviewed for compliance and approved by the Planning Board prior to installation. 3. Existing landscape areas and mature trees must be preserved to the greatest extent practicable. Eastern_Lo_ng IslandKam ground ELIKI Page 4 October 6, 2020 4. Clearing limited to November 1St— March 31St to protect sensitive species including, but not limited to, the Northern Long-Eared Bat. No clearing shall take place during the summer months. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. All storm water run-off from grading, driveways and gravel areas must be contained on site. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Eastern Lone Island i am c�a„g and ELI Page 5 OctgjZ r , 2 By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: —, Applicant Signature: ..._.�. _ m _.... ate: ...._-.._ { G Town Hall Annex err Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' 1 G �BV�� Southold,NY 11971-0959 k� RECEIVED 01(1111�1 0920 BUILDING DEPARTMENT Ad TOWN OF SOUTHOLD L- plar°ti ing Board MEMORANDUM TO: Donald Wilcenski, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: October 1, 2020 REQUIRE,MENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Eastern Long Island loam. arotind Location: 64500 CR 4 , Green ort SCTM# 1000— Section 40 - Block 03 —Lots 05 Date: December 16. 2019 Revised Date: Septenibe )4, 2020 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE *Tourist and Trailer Cam IS A PERMITTED USE BY SPECIAL EXCEPTION IN THIS RR.DISTRICT AND IS SO CERTIFIED. * See ZBA File#7384SE Michael J. rhy Chief Building Inspector Submission Without a. Cover Letter RE-C-E-II-VIIIED S 1, P 2 9 2,,A[,',),,2 Manning Boau -. Subject- rr� SCTMffa 1000 - ,p Date: C® ets:. i +<-ee co yes + ` 1 ird t c- %-� 1CknS Quiet Man Stu (ho Reeim 516,,818.9754 eu0eeri(d.)q�.jiietrnaAistjdNo,(.om 2 8 0 5 )XI e s t. M i R u, a d Mattituck , New York Spm t28, 202dpi EXISTINGTREEIST01 BE REMOVE'D op No trees under 4" dianieter vvere coii,inted Caii-np Site #'L 1-12" oak condition good #..."#"" Maple fli:r Clamilp Site #2 1-7" Maple bir 1-.6" Maple poor Camp Site #3 1-20 " If"blip 0"CO good maybeable to save 1....24" Oak good Caixp Site #4, !i,6, nol trees to, be removed Cari[q) Site #7 1.-91" Oak good 1-6" Maple filllll Pavilion 1 5" Maple goold 1-20" Chestnut ly,00d *maybe able t�o save Cam�p Site, If 8 1 27"' White Oak good carlllj:) sille #9 no trees to CampsH e #10 1-10"' Birch poor C.i.impste #1 I no trees to be reiirio),,ed Ca imp S i te #12 1, 12" 114aple fair Camp Site #13 non trees to Ilbe renlOVE,,d Camp Site #14 2- 8�" MaOes good/bir ("allill p S i te x#:15 1- 6" t)e cpm good Page I Q wi � e t, M a. n S t u d o 7, 8 0 5 VV c, s t M i. I I R f) d a t t � t c k , N c w Y o r k 1 10" �akaple good/fair Cairnp Site #16 2 Naple 10-1.4" f;ood 110" Oak good Camp !�,�;ite #17 no I.recs to be rernoved Can-ip S�tle #18 1.43" maple poolir 1, �6" oalk good ("a�lri p Si te It 11) no tirees to be removed Camp Sil�-.e #20 1-8" Maple good 1-4"' Maple fair 9/28/2020 Godo 'WacLiQhting Specifications Features Line Drawing WS-VV1571O- BZ- BnDOze 1O" GH - Graphite Order Number: WS-W15708-BK Features n ��ures Delivered Lumens:uptnS6O|m 3DOOK CRI:90 Power: llSW, l2W, l5N(gVV Input: 12OVAC,5O/60Hz ELVOimnning: 100~1096 Rated Life:54000 Hours Construction:Aluminum hardware with glass diffuser Weather resistant powder coated finishes Light engine isfactory sealed for maximum protection from the elements Heavy aluminum shade provides great glare cutoff Title 24may not beavailable for all finishes,check for availability A[LEDdriverless technology TITLE 24 9r m^nxsm � |P65 ����n WET Line ne x���ra���` �� �� � � �j, il`il` 9/28/2020 Sodor-WacLighting Specifications Features Line Drawing 2 !/2 1 --5 ----- -LU,L----jj=......--------- .........._ 8 '1 11 WS-W "O 5708 www.waclighting.com/product/sodor/ 3/5 Southold Planning Department Staff Report Site Plan Application Work Session — Referral Review Date September 14, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Eastern Long Island Kampground Applicant: Sean Magnuson Date of Submission: January 17, 2020 Tax Map Number: 40.-3-5 Project Location: 690 Queen Street Hamlet: Greenport Zoning District: RR- Resort Residential II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 23.3 acres III: Review & Analysis This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. A. Existing: a. Existing campground office, community building with concession, 63 seasonal RV sites, 90 short term RV/pop up sites, 33 tent sites and overflow (80) parking on 23.3 acre parcel, b. Surrounding land: i. Six (6) R-40 parcels to the east ii. Four (4) R-80 parcels to the west iii. 173 acre Moores Drain woods Village of Greenport iv. 7.4acre vacant R-80 in between subject parcel and the Vineyard View site plan currently under construction: I B. Proposed construction: a. Existing campground buildings to remain b. Remove 33 tent sites and construct twenty (20) seasonal cabins @ 504*sf each and a 90sf deck; i. (18) 2 — bedroom cabins with bathroom and small kitchen ii. (2) 1 — bedroom ADA compliant cabins iii. All proposed as cedar shake siding with Forest Green windows and a standing seam metal roof, brown trim, c. Construct a 600sf pavilion with 500sf deck i. 20'W x 301 x 17'h ii. Cedar Shake siding and metal roof (same materials and schematic as cabins) d. Connect to SCWA at CR 48 interface and sanitary sewer line to the Greenport Village sewer system. C. Zoning Board of Appeals (ZBA) a. Tourist Camp in the RR zone is a use permitted by Special Exception. Previously granted when the campground was constructed (including 2006 approved site plan) b. Area variance required for the proposed 504sf cabins where the Code permits a maximum 450sf each; c. ZBA File #7384SE: i. August 25, 2020: the Special Exception and Area Variance were granted with a singular condition of obtaining site plan approval from the Planning Board ii. SEQRA: The action was classified as an Unlisted Action under (SEQRA) 6 NYCRR, Part 617. The ZBA, as Lead Agency, made a determination of non-significance and issued a Negative Declaration, E. Suffolk County Department of Health Services (SCDHS) & Greenport Village a. Greenport Village Waste Water Treatment facility verified sufficient capacity for the sewer connection; b. SCI HS file C-20-0055 granted July 31, 2020 for twenty cabins (campground) @ 3000gpd with proposed pump station and sewer line connections; F. Parking Required: • Tourist Camp: 0 1 space for each accommodation, plus 1 space for each employee, plus 3 spaces for visitors 173 camp sites 5 employees +3 o Total Required = 181 o Total Provided = 258 (173 at camp sites, 5 ADA; 80 overflow) G. Exterior Lighting: forty-six (46) Kichler 9023 exterior light fixtures are proposed. Two (2) at the front door of each cabin (under an overhang), and six (6) proposed on the Pavilion (two (2) on the front and rear, one (1) on each side). These fixtures are verified at 3000K however they are not Code compliant due to the fact that the bulb protrudes below the fixture. The Code requires all bulbs to be fully recessed within the fixture to be compliant. Further, a photometric plan has not been provided but due to the fact that there is only one type of fixture proposed (mostly under overhangs of the cabins) with existing vegetation and not close to adjacent property lines), fixture cut sheet specifications will be sufficient in lieu of a photometric plan so long as they provide a Code compliant fixture (fully recessed, encouraged to be 2700K or less), and a foot candle schematic to verify that the light on the ground does not exceed the Code maximum of 5.Ofc; 46 fixtures = 37,260 lumens proposed (236,000 permitted — 23.6 acres X 10,000) H. Landscaping,. proposed landscaping is provided on sheet on the Landscape Plan Five (5) Sweet Gum @ 2" — 2 '/2" caliper and 35' on center; • Seventy-nine (79) shrubs including: (37) Northern Bayberry, (15) Shadbush, (14) Witch Hazel, (12) Winterberry; Staff analysis: • It is unknown how many existing mature shade trees are proposed to be removed in order to construct the cabins and pavilion. It may be beneficial for the applicant to flag any mature trees proposed to be removed on site and the Planning Board can make a site visit; I. Public Hearing held and closed with no comment on March 9, 2020; J. Referrals — below are summaries of comments received, all full reports are available in the file 1. Suffolk County Water Authority SCWA Letter of water availability has been obtained. 2. NYS Department of Environmental Conservation N" SDEC : the DEC reviewed the prposed site plan and determined that no permit is required; however, that there should be special care in managing precautions for storm water run-off and sediment controls due to the sensitivity of the parcel. In addition, the North long eared bat, a USFWS threatened species, likely occurs on site. Tree cutting or clearing is recommended to take place between November 1St and March 31St and should especially never take place during the summer months; 3. Office of the Engineer: the revised storm water retention plan, including erosion and sediment controls, is currently under review. With the coordination of the Town Engineer, the applicant may pursue more passive drainage features (i.e. rain gardens or swales) in lieu of the currently proposed concrete drywells. 4. Fire Marshall: No comments or concerns regarding the proposed site plan 5. Greenport Fire District: The GFD reviewed the proposed site plan and determined that there is adequate fire safety protection and access; 6. Suffolk County Planning Commission (SCPC): the SCPC reviewed the above referenced site plan application and considered it a matter for local determination; 7. Architectural Review Committee ARC 4 The Committee reviewed the proposed project in March and provided follow up questions, primarily looking to clarify the construction materials and proposed color schematic of the cabins and pavilion. The applicant has provided the following: _Cabins & Pavilion: Standing seam forest green metal roof, 6" cedar siding, forest green window and doors with brown trim; 8. LWRP CONSISTENT with the LWRP provided the Planning Board considers the following recommendations to further the below listed policies to the greatest extent practicable: 1. Coordination with the Office of Parks, Recreation and Historic Preservation (OPRHP) is recommended. a. The parcel is disturbed and improved with unpaved and paved areas, campsites and buildings necessary to support and operate an active campground. The parcel is located within an area designated as sensitive for archeological sites on the NYS Historic Preservation Office (NYSHPO) archeological site inventory (The NYS Cultural Resource Information System (CRIS)) 2. It is recommended that the species, quantity and size of trees to be removed are clarified, 3. The following best management practices are recommended to be required to further policies 5.4 and 5.5 and protect ground and surface waters: a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water- soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 Ib. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 St and April 1 st. 5 6'_C" e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. f. Due to the close proximity of the developed area to high quality, freshwater wetlands, only organic herbicides and pesticides on the property are recommended to be permitted. Using products that are not organically based should be prohibited. Integrated Pest Management (IPM) strategies should also be considered; 4. It is recommended that the applicant contact the New York Natural Heritage program: a. The NYS DEC Environmental mapper was consulted and the parcel or portions thereof is located within a check zone area for rare plants and animals. The parcels seasonal use as a campground is during the timeframe when wildlife is most active, protected animal species may occur on the parcel. b. Based upon similar habitat of adjacent parcels (Vineyard View), the use of the subject parcel by the eastern box turtle, a NYS species of special concern is likely. Furthermore, the sharp shinned hawk and Cooper's hawk; both NYS species of special concern could also use the parcel in addition to the Southern Sprite, Swamp Smartweed and Northern Cricket Frog; all species where this would be a suitable habitat. Most importantly, the Northern long eared bat, a USFWS threatened species, may exist on site and a survey by a qualified biologist/botanist is recommended prior to clearing. V: Planning Board items to consider: 1. Consider and accept the recommendations of the LWRP; 2. Require the applicant to flag or identify existing mature trees on site that are proposed to be removed for a Planning Board site visit; 6 �Q 3. Provide all required items on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. a. Provide all coordinated requirements as specified by the Town Engineer, b. Consistent with Chapter 172 and the analysis above for exterior lighting, provide fixture cut sheet specifications in lieu of a photometric plan. These specifications must include a Code compliant fixture (fully recessed, encouraged to be 2700K for LED or less), and a foot candle schematic to verify that the light on the ground does not exceed the Code maximum of 5.Ofc. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed above is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. 7 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexO&` P.O. Box 1179 54375 State Route 25 Southold, NY 11971 11 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY wwwsoutholdtowYuiy.gov COUNT`l PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 16, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 Dear Ms. Wingate: I am writing as a follow-up to the Work Session held on September 14, 2020 where the Planning Board reviewed the above-referenced Site Plan Application and required the following: 1. Please flag or identify existing mature trees on site that are proposed to be removed as part of the proposed amended site plan. When completed, notify this department to coordinate a Planning Board site visit; 2. Please provide the items listed below on a minimum of five (5) revised Site Plans including the seal stamp and signature of the NYS licensed professional preparing the plan. Additional pages of the site plan may necessary in order to provide clear, legible plans that effectively convey all necessary information. Note: a draft electronic site plan (PDF) including the items listed below is encouraged to be submitted to this Department prior to printing multiple copies of the site plan for review efficiency. a. Provide any items pursuant to Town Code Chapter 236 for Storm Water Management as specified by the Town Engineer during review coordination. ELI Kampground Page 12 September 16, 2020 b. Consistent with Chapter 172 for exterior lighting, provide fixture cut sheet specifications in lieu of a photometric plan. These specifications must include a Code compliant fixture (fully recessed, encouraged to be 27001K for LED or less), and a foot candle schematic to verify that the light on the ground does not exceed the Code maximum of 5.Ofc. If you have any questions regarding this Site Plan or its process, please do not hesitate to contact this office. Respectfully, -B�v Lou--) Brian Cummings Planner Southold Town Planning Board Work Session — Se tember 14 2.020 — Page 3 Project Name: Lebkuecher Standard Subdivision SCTM# 1000-125.-2-2 2 Location: 3475 Aldrich Lane & 935 Franklinville Rd, Laurel Description; This proposal is for a Standard Subdivision of a 35.79-acre parcel into two lots, where Lot 1 is 3.66 acres with an existing residential structure and Lot 2 is 32.13 acres with greenhouses in active farm use, in the R-80, and HB Zoning Districts. _... dine Status: Pen w _ Action: Update on process Attachments: 1 Staff Report j e Project NamPederson Standard � ; � Subdivision SCTM#: 1000-21.-3-15 Location: 670 Circle Drive, East Marion Description: This proposal is for the Standard Subdivision of a 9.2-acre parcel into 3 lots, where Lot 1 is 5.1 acres, Lot 2 is 2.3 acres, and Lot 3 is 1.8 acres, in j the R-40 Zoning District. This parcel is located south of the intersection of Aquaview Avenue and Circle Drive in East Marion. _ _ . .. .......... Status: Pending Action: Review Site Visit & Conditions for Preliminary Plat Attachments: Staff Report Project Name: George L. Penny Inc. Contractors Yard SCTM#: ' 1000-53-2-27.2 ........ ,a... Amended Location: 67480 Route 25, Greenport Description; This amended site plan is for a proposed contractors yard including eight (8) existing buildings totaling 24,634 sq. ft. on 2.68 acres in the Ll Zoning District. Status: Pending m ... Action. Update Attachments: Staff Report Project Name:. Eastern Long Island SCTM# 1000-40-3-5 Kamaground Amended Location: 64500 CR 48, Greenport Description: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. St tU : Pending Action: Referral Review Attachments,. Staff Report Srcbinissiorz flfithout a Covet, Letter ,. SEP 1 200] ManN ng If:��u���.a°:� ,W ....... _. Date', ��. c .,O 0- Comments: BOARD MEMBERS Southold Town Hall f so „ Jeslie Kanes Weisman,Chairperson ��" 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Qffice Location: Eric Dantes Town Annex/First Floor, Rober-t Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento • " Southold,NY 11971 http:Hsoutholdt " �E n ownny.gov RECEIVED ZONING_ROA,RD O(F AP PEALS I + 61K4 0 too, e l!ti Y?10 TOWN OF SOUTHOLD A U G 5)�� o r r Tel.(631)765-1809•Fax(631)765-9064 R U, pro-end � Sout oldTown Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 20, 2020 ZBA FILE No.: 7384SE NAME OF APPLICANT: HNF Resorts Inc PROPERTY LOCATION: 690 Queen Street, Greenport,NY SCTM No. 1000-40-3-5 SEDEDETERMINATION The Southold Torn Zoning Board of Appeals declared. Lead Agency lL status for the SEQRA review of the special exception application and an— ncoordinated review was conducted. It was determined that this is an nlisted Action pursuant to State Environmental Quality Review Act (SEQRA) 6 NYC:RR, Part 617, as it does not meet any of the thresholds of a'r pe 'l Action, nor does it meet any of the criteria on the Type Il list of actions and that the Southold Town Zoning Board. of Appeals,pursuant to SEQR ,hereby made a determination of non-significance for the proposed action and grants a Negative Declaration. SUFFOLK. COUNTY AD 1STRA V.E DE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 24, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERM The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. TOWN OF OI:JTI-,SOLD PLLAN'NR. G BOARD: The Planning Board offered comments on this application in their June 24, 2020 memorandum. The Planning Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 and 2005. The Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. PROIPEI�1 Y FF CTS/DE5Q1K PTION.m Subject property consists of 23.61 acres located in the Resort Residential (RR) Zoning District. The property is a campground with both mobile & tent sites currently available. The property is improved with an office/bathroom facility, sites for mobile homes, and tent camping-sites. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-35B(5) and Town Code Article 1, Section 253-1, the applicant is requesting permission to alter the existing Tourist and Page 2,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 Trailer campground by removing twenty (20)tent sites and constructing twenty (20.) seasonal cottages, as well as variances for twenty (20) cottages measuring 504 sf where the code only allows cottages to measure a maximum of 450 SF in size, located at: 64500 County Rd 48, Greenport, SCTM# 1000.40-3-5 VARIANCERFI;.IEF RE 1�ESTEI : The applicant's proposal was amended to convert 3'3 existing tent camping sites to 20 seasonal use cabins of approximately 504 sq. ft. with an exterior covered porch, where only 4.50 sq. ft. cabins are allowed. The cabin floor plans ,also depict a 90 sq. ft. covered.porch-to, . be attached to the cabins for an overall size of 594 sq. ft. In addition, a 6.0.0 sq. ft. pavilion with an exterior deck will also be constructed. ADDITIONAL 1N1-O ATION: "1"he proposed 20 cottage sites are a reduction of the currently 33 existing tent sites, There are certificates of occupancy for all of the existing campground buildings & sites 90 short term RV /Po Up sites, and 33 tent sites. The site plan also approves 186 parking RV inground swimming pool. The current site plan was approved in 2006, and allows for 63 sea p zng spots with an 80-car overflow. The original campground& trailer park came about from a Special Exception permit approval ZBA file#2147 dated July 22, 1976. A Letter of No-Jurisdiction was issued by the New York State Department of Conservation (NYSDEC) in that no permit is required from the agency,, but advised that no construction, disturbance, clearing or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit. SPECIAL EXCEPTION: FINDINGS GF FA I REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August:6,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The.Board has reviewed the General Standards governing Special Exception uses set forth in Section 280- 142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The subject property has legally existed as a tourist camp since 1976 without adverse impacts B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use.districts.No new uses are being proposed in this application C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will N not be adversely affected by the proposed use and its location. The proposed cabins will meet all county sanitary regulations and will be serviced by Suffolk County Water and Greenport Village Sewer Systeen, The site is readily accessible to fire acrd policc protection. D. That the use will be in harmony with and promote the general purposesand,r a , .._..._ of intent of this chapter. The cabins will be in compliance with the Town's storm water management code Page 3,August 20,2020 #73 84SE,HNF Resorts,,Inc. SCTM No. 1000-40-3-5 E. That the use will be compatible with its surroundings and with the character of-the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. The property is screened from the road, and is adjacent to Moore's Woods. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. The existing unimproved road will be widenedfor better fire and police access and the -_-----------campground has-its ownfire-emergency plan andfire truck-oa site---- - G., That the proposal shall comply with the requirements of Chapter 236, Stormwater Management In making such determination, consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment,removal or f r discharge of sewage, refuse or other effluent(whether liquid, qid, u , solid, gaseous or otherwise)that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors, smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light., vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of-or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school,theater, _--i-ecrcationat.area.,.or dwr-place,of public_; sen_bly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. Page 4,August 20,2020 #7384SE,HNF Resorts,Inc, SCTM No. 1000-40-3-5 O. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff, sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Wheth.cr the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. ,A VARIANCE: FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 6,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following fmdings: 1. Town Law§267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The area where the proposed cabins are to be located is already cleared for tent camping sites with parking. Due to the size of the property, and it being adjacent to Moore's Woods,there will be.no detrimental effect to the surrounding neighborhood. Town �I:�aw 26 -b 3 Iw 2,�. h. 2. I' a benefit sought by the applicant cannot b`e achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed cabins are 504 sq. ft. with a 90 sq. ft. covered.porch,(total 594 sq, ft.)which is more than the allowable 450 sq. feet. The,applicant's agent stated that the applicants determined that they could not adequality fit the modern day needs of potential campers within the size limits currently permitted by code. 3. Town Law 2 7-b 3 b 3 The variance granted herein is mathematically substantial, representing 12%relief from the code. However, this variance is mitigated by the fact that the sites are already cleared for tent camping with prior approvals,the overall square footage for all of the cabins will only be 10,080 square feet of. lot coverage over a 23.61-acre property, and that site plan approval by the Planning Board will be required. 4. Town Law §267-b 3l(hh4 ., No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions set by this board. 5. Town Law '267-b 3' b . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. 'Town Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to tbabl-e the applican to enjoy the beffLN t of2'0-'seasonal rental cab ns"wvhile preserving Tnd protecting-:he .,,....w. character of the neighborhood and the health, safety and welfare of the community. Page 5,August 20,2020 #7384SE,HNF Resorts,Inc. SCTM No. 1000-40-3-5 RESOLUTION OF THE BOAT D: In considering all of the above factors and applying the balancing test under.New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, a Special Exception, as applied for, and GRANT the variance as applied for,as shown on the Site Plan and Architectural Plans.prepared'by John.J, Condon,LPE; lastrevisedFebruary 17,2020; SUBJECI TO"IJE FOLLOWING gONDITION: 1. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render this Special Exception Permit and variance relief null and void. NOTE; Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modify, suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to ArticleFXV, Section 280-141 of the Town Code. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconforinities under the zoning code. This action dues not .authorize or condone any current or Enure use, setback or other feature of the subject property that may violate the Zoning Code, other than:such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval sulaiect to conditions, the approval shall not be deemed effective until such time that the foregoing conditions,are met; and'failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a.similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three ( ) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three(; )consecutive one(1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson)Acampora,Dantes,Lehnert, and Planamento (5-0). LeKa ries Kes eism7,C-ha7i ,erson tt l'� roved'i'or tii-rrI u RIIIE ° EE ���I�ainink)g Board 4-cl,� D ---------- OU4 i .7e co w -ft4P+J[(- �dU o Quiet Mari. Studio E�eem 516.818.9754 I)erryl:631 8 34 1846 2805 West Mi � i Road X4 a t nxLl C l i 9 N e w Y e n aI c C El w Planning 11..epaRrti-rllent J(. 2 !„A 2 0,2 Toven..of Southold Town.Haall AnnexOk� � afriuousoc 1S�Fn,�nr,r .... t cuanncp 54'.�%vy Main Road; p-�:� Box 11.79 Southold,NY 11."1.971.. jualyr 21,2020 Dear Mr.Cuurunnnuiirup„s, We have reviewed your email us=ted 7/10/20. S7rn response p am a ttaCi nung OuW couuuments. Architecaaurap Review Corrnnrunssuenn (ARC) 0 The call.:onuns and pavilion will Ilanave vl.nn,71 windows in forest green with brown tnnnnn.and pnllueerpe„llass ent'r,y doors s pnaalnute'd forest g1reeeun Wiirh trnnan to rnnat:ch.The,cabin e_x.tea..ncors will be 6 i irlc n to tpae weather clear cedar. Cabhi roots will be standing seam in.forest green, The landscape palaan. is being submitted as an a:att achn-)ent with this correspondence, 0 As nnn&cateelon tense revised. plans and ap:op.olncatnennu subrnnntted.,each cabin n willl have 2 wnralll r nou.annted sconces Naankl npp the dolor, The pavilion will have 6 wall mounted sconces flanking the cicoears.Using G- 40 LED bulbs,each fixture will have an 810 lluur neva bulb,there a re 46 fixtures specified. For a total of 37„260 Iluonue nns over the entire Snn•o)[uananed area oy'seaaseanuaall cabins, No Saundsc a)p e lighting is proposed.in addition,please see attached emaull from Revco Lighting tin g ll egardinng the p:apncitornnn trnc plan adniltnich was requested,Fixture specifications are preavuded with the unnost current submission. Town Engineer A revised set:o s:hp ns is being n g syuaipauranLte d t➢nat shows"°lCnrrn.uts of'clearing,,”gra di ng,paving,u tifitlesu and drainage,it should also ll:nea noted that:no nnrrap ermuus surfaces area.proposed.The existing read will be regraded to unneeet:caning g are epuxpreeunneennt:s.All suu.rf'ac es will n e rnnannn pervious,, 0 As indicated on the revised set of pnpaunsy the proposed cl.ustuarbaunce is peess thaana once acre. 6 As indicated on the revnseep sent of p:npaun.s armee comments above this construction project does not include any n.naapoervl.couus°surfaces such as asphalt or,concrete, rfhea proposed construction ru.nc.t.nern aeauvnt7 is going to Ine soMyr Ihooked ulp to Village of Greeunp of t sanitary sewer s,erste rn.A crccopycopyo the S-r peA e^r has ltocenn sridmrnitted for your revnslewryr.No wastewater drainage ris proposed veep p'dr tpnn.s project. Driee Lo this condition we request tenant the test hoka n equunrereneun.t be waived. 9 As inndicaate st on tp�uC rcwnsed se^t cop''-polanunWa, pry Well iH herprovided Saar each cabin and the pavii'H onao... ,s Bnoclncaaued arol:oa.uare,n»ute clearing is pnu�runued to c;euraMruc,t.ncono e:rp'1he cabins and p avp'lu'caun. "p"nncn existing site mis ah-ready approved peor clenaarriiuvp„On p:nrewnOIUS name popaunS nsapnesun the u"ote wr AS developed as tent sites.Accoirt linnpp to IN SDpl,C officials alls thee paauu.ea os already recorded as lhaeeunapp cleared. Page 1 Quiet Mari Studio 2805 We s t 1A i I I R o a d Ma ttituck , Neu, York Therefore,no changes to the existing grad(,,,s is proposed,'17he letter-of'rion jurisdiction dated January 28,2020 indicates that the land is currently"33 tent sites"to 1)e redesigned as 20 seasonal cabins. a Leaching pools for the collection of roof run-offare proposed to have solid concrete cover's installecl at,existing grade for servicing and maintenance. 0 As indicated on the revised see of plans;sik fencing and hay bailing control rneaSU.res are proposed to run along the south and east[-.)oundaries of th(:.n construction site.lit accordance with"Construction Management Best Practices"' 0 As indicated on the revised set of plans;as concrete wash out station has been located cm,the northwest coirner ofthe proposed project,No soil storage Is to be proposed as the site does not require the storagye ofadditional fill. 0 As indicated on the revised set ofphans;water usage,calculations and sanitary flows for each unit ai-e incluided. I hope you find these answers satisfactory and nn conil�fflance with dae guidehnes for Chapter 236 of the town code.If you have any questions or cornments lAease feel free to contact me at ii,l,w �,,,ni(�bl(.�,u,t,ud p or 5115. '1£yap 754. Th an k you, Eileen,Win ,gate Page 2 7/20/2020 Kichler 9023OZ Seaside 1 Light 14 inch Olde Bronze Outdoor Wall Sconce,Xlarge qVIP Code:LDC2ZUVR914 866-344-3875 Live Chat I Login = My Lists I fd"CY rt Search Customer Care Professional Discounts Shop by Room Shop by Style Shop by Category Shop by Cotiection Best Salters Safes&Ctearanoe Open Bax Enjoy FREE SHIPPING&RETURNS+No Restock Fees!' Home » Seaside » Outdoor Wall Lights » Kichler 9023OZ Kichler 9023OZ Seaside 1 Light 14 inch Olde Bronze Outdoor Wall Sconce,Marge Call 844.344.3536 For Trade Pricing See if you qualifyfor FREE 2-Day Shippingl Zip Code Check Found It Cheaper Somewhere Else? 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L.i., C,I r t Submit a Question 9 + Brand:Ki ble to be sent https://www.kichlerlightinglights.com/producVkichler-lighting-seaside-outdoor-wall-lighting-9023oz.html#general 1/4 71'20/2020 Kichler 9023OZ Seaside 1 Light 14 inch Olde Bronze Outdoor Wall Sconce,Marge VIP Code .C�; �' �. I - i :> �� My Cart ■ UPC:783927140164 International Shipping Bulb Information Now available.Call 866.344.3875 for more Dimensions and Weight • Bulbs Included:No information. w Width:10.25 in. • Dimmable:No Free ReturnsWithin 30 days of purchase ■ Height:14.25 in. • Bulb Category:Incandescent for like new,uninstalled items. • Extension/Depth:11.75 in. • Primary Bulb(s):1 x 150.00 watts MED A19 110%Price Match ■ Backplate/Canopy Width:4.75 in. Find a lower price and we'll Product Rating Backplate/Canopy Length:4.75 in. beat it by 10%of the • 120V difference. Height from Center of Wall Opening:9.00 in. • Voltage: -- • Weight:1.95 Ib. W Safety Rating:ETL Wet Lighting New York Other Specifications Business Hours • Ships Via:Ground(FREE SHIPPING) Call For Our Best Price- 866.344.3875 Additional Details Lighting Experts • Chain Finish:Brushed Nickel/Olde Mon-Fri 8am to 12am EST Brick/White/Black/Olde Bronze[Tuscan Gold/ Sat&Sun gam to 12am EST • Shade Dimensions: Customer Care • Slope Ceiling Kit:N Mon-Fri 8am to bpm EST • Ceiling Wall Mount Included:N Kichler's Catalogs Click on the catalog to view the PDF in your browser or right-click and hit"Save As"to save the PDF to your computer, i c wr iia d io�7q i/�J v. F l Q 1 11 v w, ,+ Sao ;,. Customer Reviews Overall Review for Kichler 90230Z ***t'!?C"! (3.7)out of 3 reviews. view rallll rev4ews Recommende Have a question about this product?Ask us! Live Chat ' Submit a Question https://www.kichler]ightingIights.com/product/kichIer-lighting-seaside-outdoor-wall-lighting-9023oz.htmI#general 2/4 • • ....... ............... Status Active Watts 6.5 Incandescent Equivalent 60 Volts 120V Shap. a G40 ,�. . Base Medium ANSI_Base E26 Finish Clear CCT(Kelvin) 2700 Temperature Warm White CRI 80 Lumens 810 Beam Spread 360 Dimmable Yes Dimmable ti Hours Rated 15000 Lamp Type Globe Technology LED Electrical, n, f Operating Frequency 60 Hz Powe _ . . r Factor >.7 _ Operating Temperature -20C(-4F)to a maximum of+45C (+113F) MOL 6.5 i MOD 4.88 STC S9566 Additional Information 6.5G40/CL/LED/E26/27K/120V Enclosure Rating Enclosed Rated Lamp Rated For Enclosed Fixture Yes ® Replaces up to 60 watt Specification Note Iamps;jShatterproof option available on request Warranty 3 Year Limited Compliance Safety Listing cULus Location Rating Damp Energy Star No CEC Status Non-Compliant CEC Compliant Substitute S29877 RoHS Compliant Yes SDS Sheet LED—Lamp Co ri ht 2020 Satco Products, Inc. For More Information Visit: e 1„ ISO All Rights Reserved hlt sWw�www.sa1co. ornt, �l i r REYC 0 7/21/20 Good Afternoon 6iieen, Thank you for keepowg us in ruaM for your Vighdng needs.Unfoirtunateiym decorative iightorog fixtures that do not have an'irutegrated LED Ugiat source Wit into the unit,do not offer photometrics, Me issue is that many Merest iamps can be piaced into the fixture which then changes the iuumen output as weii as CRI raUng and coior temperature.The pihotorraetrics woauid vary so imuch that it is not possilWe to punt together an accurate measurement of Uglht.i apoiogoze for not being We to deip you further h n tWs matter,but piease keep us in mind for any future Uglhtirag needs. Vanessa ILeCarara i.iglhting Wes (631.)503-5050 vanessai@revcoeiectr'ic.com ww,werw.revco iecrroc:,rorn NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division at£nvironrnenta9 Permits,Region 1 SUNY A Stony Brook,50 Orde,Road,Siony Brook,NY 11790 E P:(631)444-0365 1 F:(631) -0360 2 b`h,^dd.6--c-n ,gov �r � .Jl If... ,�' 2020 i LETTER, OF NO-JURISDICTION P3�rfl7i uo mug Boar(i �_...._ ..W........._....._.,.....mw_.....__....-___.m....._-....._,..... January 28, 202-0 HNF Resort Inc. fie: Applicafton ID 14738-04732/00001 Attn: Sean Magnuson 690 Queen Street P.O. Box 89 Greenport Greenport, NY 11944 SCTM # 1000-40-3-5 Dear Applicant: Based on the information yow,agent submitted and a prior field,inspection:of the property, Iand surroundings performed by the New York State Department of Environmental Conservation (DEC), DEC has made the following determination. The proposed project to redesign 33 existing tent sites to accommodate 20 new cabins and appurtenances, as shown on the plan by John J. Condon dated DEC. 16, 20101„ is more than ;100 feet from NYS regulated, freshwater wetlands and is therefore, beyond the jurisdictionof Article 24 Freshwater Wetlands. No permit is -required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6 NYCRR Part 663) for the project. Please be advised, however, that no construction, disturbance, clearing, or sedimentation of any kind may take place within 100 feet of NYS regulated freshwater wetlands without a permit: It is your responsibility to ensure that all necessary precautions are taken, to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Freshwater Wetlands jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area between your project (i.e. a 15` ;to 2v wide oonstmiction area) and the freshwater wetlands or erecting a temporary fence, barrier, or hay bale berm. Please note, it is Likely that northern Iong-eared bats (Myotic -septentrlonalis), a species listed as"threatened by both New York State and the US Fish &111ildlife Service, use the trees on and near the subject property for roosting. Therefore, to avoid the direct killing or injury of individual members of this protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat, DEC recommends that all tree cutting activities only be conducted between the dates of November er 1 sf and Marc 31 ' o each calendar year. t is critically Id"nportant to avoid tree clearing fairing the months of June and July of each calendar year. Yo a trent of � m a �. c� Ranr,+ Environmental ,: Conservation Be advised, any additional work or modification to the project as described above, may require DEC authorization. Rease contact this office if such activities are contempt . cease note that this letter does not relieve you of the responsid it oT B ai i-n , any necessary permits or approvals from other a endes or loci i ipa oties, � Si ely, o n lea leer 'm ,d�r mist trator cc: Quiet Man Studio BoEH Wildlife, File NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Fish and Wildlife,Bureau of Ecosystem Health,Region 1 SU NY @,Stony Brook,5o Circle Road,Stony Brook,NY 11790! P:(631)444-02751 F-(6131)444-0272 www,d'ec.ny.gov December 12, 2019 Eastern Long lsland 'Kampg round Sean Maghuso'h PO BOX B9 Greenport, NY 11944 RE: Delineation of a portion of the wetlands adocent to,yo ur property, Eastern Long islanrounds (SCTM# 1000-40-3-5) Dear Mr. Magnuson, The Department of Environmental Conservation implements Article 24, which is the Fresh Water Wetland Act. Under Article 24, the Department has ju4sdictiion ovef all regulated freshwater wetlands and 100 feet,landward of those wetlands. Many activities within that jurisdiction require a permit from this, Department. Some of these activities are construction of permanent structures, clearing of vagetl placing fill or grading. Conducting these activities without the benefit of a permit from this Department is a violation of Article 24 of the Environmental Conservation Law (ECL) and 6NYCRR Part 663 (the regulations promulgated under Article 24). Activities greater than 100 feet from NY State regulated freshwater wetlands would not require an Article 24 permit from this Department. On November 15, 2019, staff from the Bureau of Ecosystem Health visited the property for the purposes of delineation the wetland boundary for a proposed project in the southeast corner of the property. The management of the facility is proposing to construct a number of cabins within the wooded portion of the lot, around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to the east, south and west of the proposed project, No other wetland on 101'radlacent to the pr'o pert'y" W' e"�ra' evaluate' ' d and th 0 'fo I lo�vi n'g sitateilm' eintia; n ty ai'p"p' 'Iy' to ,that portion of the property associated with the proposed project in the-southeast corner. To the east of the project, staff found the regulated freshwater wetlands to be greater than 200 feet from the property line. As such, staff did not bother to place any flags to demarcate the boUrfdary. (71NEW YORK ent Ulf W11 Or W"am -f =ental 1 Conservation To the south, staff located the ndary and approximated the distanceto be ore than 100 feet from e property line. However, the wetland was closer in this I cation nar t'o the eas . Ike tpjeb es a 1 seven ffag's along the wet Ian boundary. To the west and southwest of the project, the wetland moves away from the project, but there is a small pocket of wetland. Staff placed 2 flags at the points where that small pocket comes closest to the project. Again, staff estimated the distance from the wetland to the project and felt that the wetland was more than 1.00 feet from the property. ` The existing, legally cleared campground is located to the north of the proposed project and there are no regulated freshwater wetlands within 100 feet-of the project in that location. Staff are comfortable that all regulated freshwater wetlands are greater than 1,00 feetfrom the property in those locations closest to the proposed cabin project Again, activities greater than 100 feet frorn regulated wetlands do notrequire Article 24 permits from this Department. The wetlands come closest to the project in the southwestern portion of the project and may come close to 100 feet from the property line. You should have all of the wetland flags surveyed and placed on a site plan for the project to confirm the distances estimated in the field. For the smalt possibility that distances estimated in the field were grossly inaccurate, your project is still likely to be oui Of jurisdiction as,you are not proposing to work up to the roerty lime and therefore any regulated activity would be evert farther from the wetland. On any site plan for the project you should show a Limit of Clearing, Grading and Ground Disturbance line. That is a work line., in that no work of any kind would take place beyond that.line, If that line is 100 feet or greater from all of the wetland flags you would not need an Article 24 permit from this Department. Sincerer, Dan Lewis SCOTT A. RUSSELL � �� � � MICHAEL M. COLLINS, P.E. SUPERVISOR V "d TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765—9015 ., ( )- � �'M� it ��• ' Tel. 631 765—15 ��� illy d'01Ae.'a,C'1n9da�islY W OFFICE OF THE ENGINEER TOWN OF SOUTHOLD REQ "'° " Brian Cummins June 30, 2020 I_ 0 020 p Southold Town PlanningDepartment _ � 54375 Main Road OIiJ C ' �° Southold, New York 11971 4pUrrorvou�ng Il::�od�irvd Re: Amended Site Plan for Eastern Long Island Kampground SCTM #: 1000—40. —03 —5 Dear Mr. Cummings: As per a request from your office, I have reviewed Pages 1-4 of the Eastern Long Island Kampground Overall Sanitary Plan prepared by John Joseph Condon, P.E., dated 1/29/20. There are no details on the plan that can be reviewed to determine compliance with Chapter 236. Please have the applicant submit a revised Site Plan that addresses all of the following: 1. The Site Plan must clearly show what existing conditions will remain and what new site work (clearing, grading, paving, utilities, drainage, etc.) will be completed. The limits of disturbance must be clearly delineated. 2. The Site is located in proximity to freshwater wetlands as designated by the New York State Department of Environmental Conservation (NYSDEC). Construction activity that disturbs more than one acre of land and discharges to these wetlands will be subject to regulation under the NYSDEC SPDES General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-20-001. 3. The Site Plan must include details of construction for all new concrete and asphalt pavements. 4. The Site Plan must show the location of and details for a test hole boring. 5. The Site Plan must include drainage structures sufficient to contain runoff from all new impervious surfaces for a 2" rainfall event. Site contours indicating the direction of stormwater flow, details of the collection system that will convey stormwater into the drainage structures and the details of the drainage structures must all be shown on the plan. 6. 1 recommend that all leaching pools not equipped with an open grate be provided with solid cast iron clean out covers to grade to facilitate future maintenance. 7. The Site Plan must show the location of and details for all silt controls required to keep silt laden stormwater runoff from migrating off-site during construction. 8. The Site Plan must show the location of and details for the concrete wash-out and soil stockpile areas. If you have any questions regarding this review, please contact my office, Sincerely, Michael M. Collins, P.E. Town Engineer OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ;ar P.O. Box 1179 54375 State Route 25D � Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) �� �� efi� Southold, NY °k Telephone: 631 765-1938 pj f www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Donald J. Wilcenski, Planning Board Chairman Members of the Planning Board Date: June 24, 2020 Re: Request for Comments for Sean Magnuson/HNF Resorts (Eastern LI Kampground) SCTM#1000-40.-3-5 ZBA #7384SE The Planning Board received your request for comments regarding the above- referenced Special Exception Application for a Tourist Camp and camp cottages greater than the 450 sq. ft. maximum (504 sq. ft. proposed) pursuant to §253-1 of the Town Code. The subject property is 23.5 acres in the Resort Residential "RR" Zoning District. An amended Site Plan Application is under review by the Planning Board and the Board generally has no objection to the Special Exception and cabin size due to the fact that the existing site and use thereof received Special Exception approval in 1976 and Site Plan approval in 1976 & 2005. The site is being improved with the addition of twenty (20) seasonal cabins and a pavilion where there is adequate space to accommodate sewer connection to the Village of Greenport in addition to storm water and parking requirements. Please be advised that the Planning Board currently has not endorsed a Site Plan for this proposal and reserves the right to make any necessary changes to the Site Plan after reviewing all proposals thoroughly. Thank you for this opportunity to provide comments. If you should have any questions or require additional information, please do not hesitate to contact the Planning Department. OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 y Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) y Southold, NY 11971 Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD SA4 MEMORANDUM RECEIVED To: Donald Wilcenski, Chair — raw- Town of Southold Planning Board Plai,-inirug 3oard From: Mark Terry, Assistant Town Planner Director LWRP Coordinator Date: June 10, 2020 Re: Eastern Long Island Kampground Amended Location: 64500 CR 48, Greenport,New York SCTM#: 1000-40-3-5 Zoning District–RR This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. The property is located at 64500 CR 48, Greenport. SCTM1000-40-3-5 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,the proposed action is CONSISTENT with the LWRP, provided that the below recommendations are considered/required in the site plan approval. Policy 1. 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. The property is zoned Resort Residential (RR). The purpose of the zoning district is: The purpose of the Resort Residential (RR) District is to provide opportunity for resort development in waterfront areas or other appropriate areas where, because of the availability of water and/or sewers, more intense development may occur consistent with the density and character of surrounding lands The Tourist Camp use in RR zone is a Special Exception previously granted when the campground was constructed (2006 approved site plan). The applicant is now required to update that Special Exception from the ZBA with regard to the proposed cabins. Surrounding land uses include: Suffolk County's Inlet Pond Park located to the north of the parcel, residential (R-40) zoned properties to the east and R-80 to the northwest of the parcel. The proposed use does not conflict with the zoning district or surrounding uses. Policy 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. L Conduct a site survey to determine the presence or absence of cultural resources in the project's potential impact area. The parcel is disturbed and improved with unpaved and paved areas, campsites and buildings necessary to support and operate an active campground. The parcel is located in area designated as sensitive for archeological sites on the NY State Historic Preservation Office (SHPO) archaeological site inventory (The NYS Cultural Resource Information System (CRIS)). Coordination with the Office of Parks Recreation and Historic Preservation is recommended. Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality.- The uality:The file record indicates that the proposed cabins will be located on existing campsites and the removal of canopy will be minimized. However, the location where the cabins are proposed is wooded and contains several large specimen trees (June 4, 2020 site inspection) and it is unclear how many trees and what species would be removed. It is recommended that the species, number and size of trees to be removed are clarified. Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. The majority of the parcel area is located outside of a FEMA mapped flood zone. The southwest corner of the property is located within the FEMA Flood Zone AE (1-percent-annual-chance flood event) and X (0.2 percent annual chance flood event); an area of minimal flood hazard. Structures are not proposed to be located within the flood zone. Potential impacts to the structures by flood are expected to be minimal. Policy S. Protect and improve water quality and supply in the Town of Southold. The proposal supports this policy by connecting to public water and disposing of sanitary waste through a connection to the Greenport Sewer District. Storm water generated on site will be retained by drywells pursuant to Chapter 236 Stormwater Management of the Southold Town Code. Correspondingly, the following best management practices will be required to further Policy 5 and protect ground and surface waters. a. Require the use of native, drought-tolerant plants in landscaping. b. Require only the use of organic fertilizers where the water-soluble nitrogen is no more than 20% of the total nitrogen in the mixture. c. Require a maximum of 1 lb. of nitrogen per 1000 square feet in any one application, with a cumulative application of no more than 2 lbs. per 1,000 square feet per year. d. Prohibit the application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1 st and April l st. e. The use of phosphorous containing lawn fertilizer is prohibited unless establishing a new lawn or soil test shows that the lawn does not have enough phosphorus. Fertilizer labels have three bold numbers. The number in the middle is the percentage of phosphorus in the product, e.g. 22-0-15. Use of products with 0.67 in the middle or lower is not restricted. Products with a number higher than 0.67 may only be used if a new lawn is being established or a soil test indicates it is necessary. Due to the close proximity of the developed area to high quality, freshwater wetlands, only organic herbicides and pesticides on the property are recommended to be permitted. Using products that are not organically based should be prohibited. Integrated pest management (IPM) strategies should also be considered. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem. A. Protect Significant Coastal Fish and Wildlife Habitat values from uses or activities that would: 1. Destroy habitat values associated with the designated habitat through: a. direct physical alteration, disturbance, or pollution, or b. indirect effects of actions, which would result in a loss of habitat. The parcel borders the New York State Coastal Fish & Wildlife Habitat Pipes Cove Creek and Moore's Drain. Except for the clearing of trees, low direct physical disturbance or pollution loading would result within the designated area. Indirect impacts would occur to wildlife through the removal of habitat (trees) to site the proposed cabins and pavilion. A chain link fence separates the campground from the woodland and wetlands to the east, south and partially to the west. 2. Significantly impair the viability of the designated habitat beyond the tolerance range of important fish or wildlife species which rely on the habitat values found within the designated area through: a. degradation of existing habitat elements, b. change in environmental conditions, C. functional loss of habitat values, or d. adverse alteration of physical, biological, or chemical characteristics. The NYSDEC Environmental Mapper was consulted and the entire parcel or portions thereof is located within a: a. NYSDEC Freshwater Regulated Wetland — A state regulated wetland located in the south of the parcel. A wetland identified as SO-1 Class: 2 Size 202 (Acres) occurs adjacent to the site. All wetlands and the majority of the mapped significant natural communities will be avoided and left in a natural state. b. Significant Natural Community — A coastal oak-hickory forest (portion) is located in the southeast corner of the parcel where the cabins are proposed. The significant natural community (Moore's Drain) occurs immediately to the south, east and west of the parcel. Sustainable buffers and BMP's to protect water quality, vegetation and wildlife should be required. 6.4 Protect vulnerable fish, wildlife, and plant species, and rare ecological communities. Rare Plants and Animal Area — The entire parcel is included in the Rare Plants and Animals Area check zone. The parcels seasonal use as a campground is during the timeframe when wildlife is most active, protected animal species may occur on the parcel. Based upon the similar habitat of adjacent parcels (Vineyard View), the use of the subject parcel by the eastern box turtle (Terrapene carolina), a NYS species of special concern is likely. Furthermore, the sharp shinned hawk (Accipiter striatus) and Cooper's hawk (Accipter cooperi); both NYS species of special concern could also use the parcel. The NYSDEC identifies the Southern Sprite (Nehalennia integricollis), Swamp Smartweed (Persicaria hydropiperoides) and the Northern Cricket Frog (Acris crepitans) as occurring on the parcel or containing habitat suitable for the species. It is recommended that the applicant contact the New York Natural Heritage program. The Northern long eared bat (Myotis septentrionalis), a USFWS threatened species was not discussed in the FEAF and should be included in future assessments. It is unknown if these species occur on the parcel/site and a survey of the area to be developed is recommended prior to clearing and grading by a qualified biologist/botanist. Inlet Pond (County Park) located to the north of the parcel is a listed NYSDEC Critical Environmental Area. No significant adverse impacts would result to the park as a result of the action. Policy 12.1. Protect agricultural lands from conversion to other land uses. The NY Department of Agriculture and Markets has created a Land Classification System based on soils that are used in the Agricultural Assessment Program pursuant to Article 25-AA of the Agriculture and Markets Law. The largest on-site soil group is Riverhead Sandy loam 0-3 Percent Slopes, Sudbury Sandy Loam and Muck. Soils or slopes characteristics on the parcel will not impede development. Significant agricultural soil areas will not be impacted as a result of this action. Pursuant to Chapter 268, the Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Brian Cummings, Planner OFFICE LOCATION: .� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) . Southold, NY �, Telephone: 631 765-1938 www.southoldtownny.gov UNTY, ° PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 10, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Public Hearing - Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Ms. Wingate: A Public Hearing was held by the Southold Town Planning Board on Monday, March 9, 2020 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman �. Submission Without a. Cover Letter RECEIVED �',AAR 0 6 2020 ,aiiin prig Board D a in Sender: Subject: S CTM#: 1000 - 4o--3-5 Date: Comments: ,d CCU Grzer1 C.ou�ds AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 17 by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for at least seven days prior to the date of the public hearing on I have sent notices by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your N rint) f Signature j 21<�-O 5 Cl Ed, Address j Date Notary Public Kim E.Fuentes Notary Public,State of New York Qualified In Suffolk County LIC.#01 FU4811709 "ammission Expires April 0 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. 12:00 noon, Fri., 3/6/20 Re: Eastern Long Island Kampground SCTM#s: 1000-40-3-5 Date of Public Hearing:.. Monday, March 9 2020 6:01 p.m. i Notice to Adjacent Property Owners Eastern Long Island Kampground 690 Queen Street, Greenport, NY SCTM#1000-40.-3-5 A. V/2. 40.4-233 - v/3„ 40..-3-2`- 'Sra Qr /4. 40....3-3.2 -6,kt— C-)' Lea V15. 40.3-3.5 - >' .C()(w" /6.. 40A-3.6 Leser 'V-1,&Ltre5 LLC v/'7. 400-3...4...-_S.Cd 15wurki-, Lm'ncJ—%11A1a1+ V8.. 40...-3-6A--fA A. 40.---3-6.2 - C� v10., 40.4-7 S Al. 40.4-8 Wi rO mul r- C, \/.2. 40.--3-9.3 ..._ Mc�%i,%aws"MS AMA, N Ir m �M 70Wtam u , -m: m' „ . ..mr i l Q .„ � �� Jl, tr ' � � � Y' � It ��h ”."o �d ���� 9G � 7¢f�^'kC1�'4IG "I�a . YnNB� ^e�a.WadCttaaa "' `—0 MaR Fee rc LI � 0 ar�ICdaa9 N7€rah��� $.a M. � � 952 ui �� � '�^�f�',I �M C3 gay g�mu i a�e��u�m �m�u r . J u Woa u m BEr3s pt mnk s moa k -. Fusshnaadc H r`w b as&uv uNs 3 CalffledMAIIra�ea atedu�dW $ 0 natl gal Auiun�s � uwni�� dl� w. Gua�irms O „- 0 ,..]PAIR vgttuumtim IR II:P.VII�a�ev�;r ... 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Box 1179 54375 State Route 25 Southold,Southold, NY 11971 (cor.Main Rd. &Youngs �Ave.) " li,� "� �" r Telephone: 631 765-1938 Southold, NY ski; wwwsoutholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 11, 2020 Mr. Sean Magnuson 825 Queen Street Greenport, NY 11944 Re: Set Hearing - Eastern Long Island Kampground Cabins 64500 CR 48, Greenport SCTM#1000-40.-3-5 Dear Mr. Magnuson: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, February 10, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is a Unlisted action under SEQRA as described above; and be it further RESOLVED, that the Southold Town Planning Board sets Monday, March 9, 2020 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Eastern Long Island Kampground " prepared by John Joseph Condon, P.E., dated January 29, 2020. 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Box 1179 Southold,NY 11971 Attn: Brian Cummings Dear Mr. Cummings: Pursuant to Section 2391&m of the General Municipal Law,the following site plan which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan Address File No. Eastern Long Island Kampgrounds 1000 04000 0300 005000 N/A NOTE: Does not constitute acceptance of any zoning action(s) associated therewith before any other local regulatory board. Very truly yours, Sarah Lansdale Director of Pjanrning, Andrew P. Freleng, Chief Planner Division of Planning and Environment APF/cd H.LEE DENNISON BLDG a 100 VETERANS MEMORIAL HWY,11th FI 6 P.O.BOX 6100 ■ HAUPPAUGE,NY 11788-0099 a (631)853-5191 From: Cummings, Brian A. Sent: Thursday, February 13, 2020 3:30 PM To: Michaelis,Jessica Cc: Palmeri, Allison Subject: FW: Planning Board Memorandum TM#40.-3-5 Eastern Long Island campground From. Baylinson, Lester Sent: Thursday, February 13, 2020 10:29 AM � �1 w To: Cummings, Brian A. Cc: Silleck, Mary; Burke, John Subject: Planning Board Memorandum TM# 40.-3-5 Eastern Long Island campground HI Brian,there are no open violations at this time on this parcel.Thanks r OFFICE LOCATION: ,.M; � , aw MAILING ADDRESS: Town Hall Annex p:;� � � , P.O. Box 1179 54375 State Route 25r Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) p, Southold, NY � r o,� Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Code Enforcement Office 0 Robert Fisher, Fire Marshal James Easton, Fire Marshal From: Brian Cummings, Planne Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation.. FEB 14 2020 Sea), UK)ld fir. NII V'Ga�trro�yi� Ila4:� i.�J Laserfiche: Planning, Applications, Site Plans, Pending, 1000-40.-3-5 OFFICE LOCATION. „ .,. MAILING ADDRESS: Town Hall Annex �� � "''' P.O. Box 1179 54375 State Route 25 �� "r, Southold, NY 11971 (cor.Main Rd. &Youngs Ave. � � g" �w Telephone: 631 765-1938 Southold, NY �� G.; www.s outh oldt ownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2020 Ms. Eileen Wingate 2805 West Mill Road Mattituck, NY 11952 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 Dear Ms. Wingate: I am writing as a follow-up to the Work Session held on February 10, 2020, where the Planning Board accepted the above-referenced Site Plan for review. The Planning Board, its Staff, Town Departments and relevant agencies will provide additional comments following full review. If you have any questions regarding this site plan or its process, please do not hesitate to call this office. Respectfully, Brian Cummings Planner OFFICE LOCATION: ; MAILING ADDRESS: Town Hall Annex1F 5 P.O. Box 1179 54375 State Route 25 �� ", Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) +.. Southold, NYa Telephone: 631 765-1938 49 www.southoldtowrmy.gov 00 4'' PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planner& Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Site Plan Application OFFICE LOCATION: MAILING DRESS: Town Hall Annex P.O.ol/ Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.s outhol dtownny.gov ou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Elizabeth Thompson Chairperson Architectural Review Committee From: Brian Cummings, Plann9w Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Encls: Site Plan Application Site Plan OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ✓ "' Southold, NY A Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Lester Baylinson, Code Enforcement Officer Robert Fisher, Fire Marshal James Easton, Fire Marshal From: Brian Cummings, Plannea) Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and any violations on record, if applicable. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-40.-3-5 OFFICE LOCATION: ILIG DRESS: .A Town Hall Annex Oel �F 5� P.O. Box 1179 54375 State Route 25 �� xr Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , , Southold, NY ? Telephone: 631 765-1938 www.southoldtownny.gov Az BOUNTY,' PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Collins, Town Engineer From: Brian Cummings, Plannec) Date: February 12, 2020 Re Amended Site Plan for Eastern Long Island Kampground Application Name: Eastern Long Island Kampground Tax Map Number: 1000-40-3-5 Location: 690 Queen Street, Greenport Type of Application: Sketch Subdivision Map Preliminary Subdivision Map Final Subdivision Map Road Profiles Grading and Drainage Plans Other Site Plan Revised Site Plan Grading and Drainage Plans Other (AS BUILT) Project Description: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Your comments are appreciated by March 13, 2020. Thank you for your cooperation. OFFICE LOCATION: XXTMAILING ADDRESS: Town Hall Annex --e�„ P.O. Box 1179 54375 State Route 25 ✓ Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) , ? Southold, NY a Telephone: 631 765-1938 www.southoldtownny.gov COUNTI PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 12, 2020 Chief, Greenport Fire Department P.O. Box 58 Greenport, NY 11944 Re: Request for Review: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 Dear Chief: The enclosed Site Plan Application is being referred to you for your comment on matters of interest to the fire department, including fire department equipment access, emergency services, and any other issue that may be of concern or relevance to this application. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Please contact me at (631)765-1938 if you have any questions. Thank you for your cooperation. Respectfully, Brian Cummings Planner Encls.: Site Plan Application Site Plan OFFICE LOCATION: • MAILING DRESS: Town Hall Annex " � a P.O. Box 1179 54375 State Route 25 � ,��" " ' `r, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY a Telephone: 631 765-1938 www.s outholdt ownny.gov 100 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Village of Greenport From: Brian Cummings, Plannq95 Date: February 12, 2020 Re: Amended Site Plan Application Review— Eastern Long Island Kampground • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine lead agency and coordinate review ander Article 8 (State Environmental Quality Review Act-SEQRA) of the EnvironmentalConservation Law and 6 N'YCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of Lead Agency under SEQR. 5. Verify that there is sufficient wastewater capacity for the proposal listed below to connect to existing Greenport Sewer system. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being Lead Agency. Referral & SEQR Coordination Page 2 February 12, 2020 Planning Board Position: (x) This agency wishes to assume Lead Agency status for this action. ( ) This agency has no objection to your agency assuming Lead Agency status for this action. ( ) Other (see comments below) Project Name: Amended Site Plan for Eastern Long Island Kampground Address: 690 Queen Street, Greenport Tax Map #: 1000-40.-3-5 Requested Action: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 OFFICE LOCATION: �r� LING ADDRESS: Town Hall Annex �� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) `` Southold, NY Telephone: 631 765-1938 www.s outholdt ownny.gov CA Cou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mark Terry, LWRP Coordinator From: Brian Cummings, Plann Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. The file is available at your convenience. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation. OFFICE LOCATION: AIMLING ADDRESS: Town Hall Annex �( P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) + t Southold, NY Telephone: 631 765-1938 www.southoldtow-nny.gov y , PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Department of Health Services From: Brian Cummings, Planne� Date: February 12, 2020 RE: Proposed Site Plan Application Review— • Request for Comments pursuant to Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request its to seek comments from your agency as part of the coordinated review under Article 8 (State Environmental Quality Review Act -SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. "within thirty (3 ) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. ry 12, 2020 Eastern Long Island Kampground Page m2 — February ... .._. �_ Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Eastern Long Island Kampground Address: 690 Queen Street, Greenport Tax Map #: 1000-40.-3-5 Requested Action: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: • Site Plan Application Form • Site Plan(s) • Environmental Assessment Form 2 Appendix A - Ct only Referral For Appendix A—Suffolk County Planning Commission Guidebook Municipality: Southold Town Hamlet: Green oft Local Case Number: District: 1000 Section: 40 Block: 3 Lot:„5 Local Meeting Date: Application/Action Name: .Eastern Long Island Kampground Public Hearing: Yes No fgforrun Ac eras . Type of Referraction: Draft EIS Positive Declaration irunir�b Board or Cammw�nswn New EAF Final EIS Negative Declaration Zoning Bogard of Appeals Expansion Lead Agency Findings Town Board/Village Board of Modification Draft Scope Trustees Brief description of application or proposed action This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Type Of Action Please check appropriate box below if action is located within the Suffolk County Pine Barrens Zone, within one mile of a nuclear power plant or airport or within 500 feet of: A municipal boundary; The boundary of any existing or proposed county, state,or federal park or other recreation area; The right-of-way of any existing or proposed county or state road; An existing or proposed county drainage channel line; The Atlantic Ocean, Long Island Sound, any bay in Suffolk County or estuary of any of the foregoing bodies of water, The boundary of county, state,or federally owned land held or to be held for governmental use; The boundary of a farm located in an agricultural district. Comprehensive Plan (Adoption or Amendment) Subdivision Zoning Ordinance or Map (Adoption or Amendment) Use Variance Code Amendment Area Variance Official Map Special Use Permit/Exception/Conditional Use Moratorium Site Plan 4 Note:The above represents a summary of the required actions subject to referral to the Suffolk County Planning Commission, The provisions of GML and Laws of Suffolk County must be used to verify which actions are subject to referral and the related procedural requirements. Additional Application Information Action Previously Referred to Suffolk County Planning Commission Yes No q(If yes, Date Adjacent Municipality Notified (see NYS GML 239 nn) Yes No N/A Located Within Long Island Pine Barrens Zone Yes No Workforce/Affordable Housing Yes No N/A Energy Efficiency Yes No N/A Zoning Board of Appeals Approval Yes No N/A Suffolk County Department of Health Approval/Comments Yes No N/A New York State Dept.of Environmental Conservation Approval/Comments Yes No N/A New York State/Suffolk County Dept.of Public Works Approval/Comments Yes No N/A Suffolk County Sanitary Code Article 6,Groundwater Management Zone- I II III IV V VI VII VIII Contact Information Municipality Town of Southold Contact Name: Department/Agency: Planning Department Brian,Currunincis, _..... niminasra)town.sspultpgnytAs 3d- . Phone Number: 631-765-1938 Email Address:bf-oan cuw� Applicant: Sean Magnuson Contact:Sean Magnuson Name: Applicant Address: 825 Queen Street,NY 631-953-3899 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 S " Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) h Southold, NY Telephone: 631 765-1938 www.southoldtow-nzy.gov COU PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Planning Commission From: Brian Cummings, Plannerg> Date: February 12, 2020 RE: Site Plan Application Review— • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131 • SEQR Lead Agency Request • Coordinated Review under SEQR The purpose of this request is to seek comments from your agency, and also to determine leads agency and coordinate review under Article 8 (State Environmental Quality Review Act-SEQRA) of the Environmental Conservation Law and 6 NYCRR Part 617. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and 4. Your interest in assuming the responsibilities of lead agency under SEQR. The lead agency will determine the need for an Environmental Impact Statement (EIS) on this project. 'Within thirty (30) days of the date of this letter, please respond in writing whether or not you have an interest in being lead agency. The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. Southold Referral & SEQR Coordination Page 2 February 12, 2020 Planning Board Position: (x) This agency wishes to assume lead agency status for this action. ( ) This agency has no objection to your agency assuming lead agency status for this action. ( ) Other (see comments below) Comments: Project Name: Eastern Long Island Kampground Address: 690 Queen Street, Greenport Tax Map #: 1000-40.-3-5 Requested Action: This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631)765-1938 Enclosures: • Environmental Assessment Form • Site Plan Application Form • Site Plan(s) 2 OFFICE LOCATION: r MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ��� ���M Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) c , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov OUPIT`lb � PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Suffolk County Water Authority (SCWA) From: Brian Cummings, Planner Date: February 12, 2020 Re: Site Plan Application Review— Eastern Long Island Kampground • Request for Comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §230-131, and LWRP Coastal Consistency Review The purpose of this request is to seek comments from your agency; please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below. Project Name: Eastern Long Island Kampground Address: 690 Queen Street, Greenport Tax Map #: 1000-40.-3-5 Requested Action.. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR ,honing District, Greenport. Eastern Long Island Kampground mmITP^ a.mge 2— FemmITmmb�ruary 12.,_ 20 ..mm SEQRA Classification: ( ) Type I ( ) Type II (X) Unlisted Contact Person: Brian Cummings, Planner (631) 765-1938 Enclosures: Site Plan Application Form Site Plan 2 OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 �y�*OF S0 �f�,+� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G' Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov C'MV, PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Scott A. Russell, Supervisor Members of the Town Board Elizabeth A. Neville, Town Clerk cc: Town Attorney From: Brian Cummings, Plann Date: February 12, 2020 Re: Amended Site Plan for Eastern Long Island Kampground 690 Queen Street, Greenport SCTM#1000-40-3-5 The Planning Board refers this application to you for your information, comments, review, and a determination of jurisdiction, if applicable. This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. Thank you for your cooperation. Laserfiche: Planning, Applications, Site Plans, Pending, 1000-40.-3-5 OFFICE LOCATION: f, MAILING ADDRESS: Town Hall Annex ; P.O. Box 1179 54375 State Route 25 �� `ti5p, Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY P www.southoldtow-rmy.gov ) PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 11, 2020 Mr. Sean Magnuson 825 Queen Street Greenport, NY 11944 Re: Set Hearing - Eastern Long Island Kampground Cabins 1500 Brecknock Road, Greenport SCTM#1000-40.-3-5 Dear Mr. Magnuson: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, February 10, 2020: WHEREAS, this amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQIA) 6 NYCRR, Part 617, has determined that the proposed action, is an Unlisted Action as it doves not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore RESOLVED, that the Southold Town Planning Board sets Monday, March 9, 2020 at 6:01 p.m. for a Public Hearing regarding the Site Plan entitled "Eastern Long Island Kampground " prepared by John Joseph Condon, P.E., dated January 29, 2020. The public hearing packet regarding the Town's notification procedure and the sign & post will need to be picked up at the Planning Board Office at the Southold Town Annex when you are contacted to do so. Eastern I_on Island iam round Pa-e 2 February 111 2020 Please return the Affidavit of Posting, included in the packet, along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, arch 6 2020. The sign and the post need to be returned to the Planninci Board Office after the public hearing is closed,. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Respectfully, Donald J. Wilcenski Chairman Encl. Southold Town Planning Board Work Session - Februa 10 2020 - Page 2 Project Name:___ Gonzalez Standard Subdivision SCTM# , 1000-27-1-9 m. 1 I Location. 2050 Platt Road, approximately 1,823 south NYS Route 25, Orient Description: ( This proposal is for the standard subdivision of a 4.29-acre parcel into two lots, where Lot 1 is 2.07 acres and Lot 2 is 2.22 acres in the R-80 Zoning District. This parcel is located on Platt Road, +/- 1,830' south of S.R. 25. . - e. e.Conditional Plat Approval iAction: ppoval ExtensionA.. Attachment_s: StafReport m P oaetctt Name - 34 g' I Road Matttucdns k „n SCTM# t 00-106-6-13.4 ron s Stor B 10 30 Mil I Description- This site plan is for the proposed construction of two (2) buildings for boa storage, one at 52,500 sq. ft. and the other at 49,000 sq. ft., located on 32.6 acres in the MII and R-80 Zoning Districts where there are 69,245 q buildings Status Pending s t. o existing boatyard _ _ ...m. ®. __ �. . n 1 Update Oee Actio�.a,. �. - . . ....... ....... is Staff Report Attachmenm _ _. Project Name: Eastern Long Island SCTM#: 1000-40-3-5 Kampground Amended i Location: 64,500 CR 48, Greenport jDescription, P cabins at 450 siThis amended t ft. each aorr the proposed construction of 20 seasonal p ! p 600 sq. ft. pavilion as part of an existing campground on 23 32 acres in the RR Zoning District, Greenport. J Status: New Application _.. Action Completeness s Staff Report Attachments* _ . .. Project Name: Zupa & Paradise Point HOA SCTM#: 1000-81-1-16.7 & ( Resubdivision 1000-81-3-29 Location: 580 Basin Road, Southold Description; This resubdivision proposes ttransfer 81.-l-16.7, the residential parc0 el, to SCTM#1000-81f rom SCTM#1 00 3 2 o 9, the ad parcel, in order to provide one contiguous common access to the docks , p p 9 owned by the Paradise Point Association. As a result of this I resubdivision, SCTM#1000-81.-1-16.7 will decrease from 75,533 sq. ft. j I to 70,293 sq. ft., and SCTM#1000-81.-3-29 will increase from 20,512 sq. c ft. to 25,752 sq. ft. The Zoning Board of Appeals approved the undersized lot area in variance File: 7186. This parcel is located at 580 Basin Road, +/- 500 ft west of Paradise Point Road, in the R-80 Zoning j District, Southold, Status' Pending Action, Completeness Attachments: Staff Report _ Southold Planning Department Staff Report Site Plan Application Work Session — Completeness Date February 10, 2020 Prepared By: Brian Cummings I. Application Information Project Title: Eastern Long Island Kampground Applicant: Sean Magnuson Date of Submission: January 17, 2020 Tax Map Number: 40.-3-5 Project Location: 690 Queen Street Hamlet: Greenport Zoning District: RR- Resort Residential II. Description of Project Type of Site Plan: Commercial Acreage of Project Site: 23.3 acres III: Completeness Review This amended site plan is to replace 33 existing tent sites with the proposed construction of 20 seasonal cabins at 450 sq. ft. each and a 600 sq. ft. pavilion as part of an existing campground on 23.32 acres in the RR Zoning District, Greenport. A. Existing: a. Existing campground office, community building with concession, 63 seasonal RV sites, 90 short term RV/pop up sites, 33 tent sites and overflow (80) parking on 23.3 acre parcel; b. Surrounding land: i. Six (6) R-40 parcels to the east ii. Four (4) R-80 parcels to the west iii. 173 acre Moores Drain woods Village of Greenport iv. 7.4acre vacant R-80 in between subject parcel and the Vineyard View site plan currently under construction: I B. Proposed construction: a. Existing campground buildings to remain b. Remove 33 tent sites and construct twenty (20) seasonal cabins @ 450sf each and a 90sf deck; i. (18) 2 — bedroom cabins with bathroom and small kitchen ii. (2) 1 — bedroom ADA compliant cabins iii. All proposed as cedar shake siding with metal roof c. Construct a 600sf pavilion with 500sf deck i. 20'W x 301 x 17'h ii. Cedar Shake siding and metal roof d. Connect to SCWA at CR 48 interface and sanitary sewer line to the Greenport Village sewer system. Approvals from Village of Greenport, SCWA and SCDHS required; C. Zoning Board of Appeals (ZBA) i. Tourist Camp in RR zone is a Special Exception. Previously granted when the campground was constructed (including 2006 approved site plan), the applicant is now required to update that Special Exception from the ZBA with regard to the proposed cabins ii. The applications for Special Exception from the ZBA and site plan from the Planning Board will run concurrent E. SEQRA: Classify the action as an Unlisted Action under (SEQRA) 6 NYCRR, Part 617, the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; F. Parking Required: Tourist Camp: o 1 space for each accommodation, plus 1 space for each employee, plus 3 spaces for visitors a 173 camp sites 0 5 employees a +3 2 o Total Required = 181 o Total Provided = 258 (173 at camp site, 5 ADA; 80 overflow) G. Access: • One driveway to County Route 48 H. Bulk Schedule/Code Requirements: Resort Residential (RR) zone a. Lot coverage 25% maximum allowed Total Lot Coverage proposed = 11.5% V: Planning Board items to consider: 1. Accept the above referenced site plan application as complete for review and commence the following actions: a. Classify the action as an Unlisted Action under SEQRA at tonight's public meeting; b. Set the public hearing to be held on March 9, 2020 at tonight's public meeting; c. Refer the application to at least the following agencies.- 1) gencies.1) Building Dept. 2) Town Board 3) Office of the Town Engineer 4) Suffolk County Planning Commission (SCPC) 5) Greenport Fire District 6) Village of Greenport 7) Suffolk County Department of Health Services (SCDHS) 8) NYSDEC 9) Fire Marshall 10) Town Highway Department 11) Local Waterfront Revitalization Program (LWRP) 12) Architectural Review Committee (ARC) 3 Southold Planning Department Checklist for Site Plan Application Completeness - Section 280-133 Project Name: Eastern Long Island Kampground Completed by: Brian Cummings Date: February 10, 2020 Received Comment A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. 4 (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for 4 site plan applications. (3) A completed environmental assessment form. 4 FEAF (4) Nine copies of the site plan. 4 (5) Four copies of a property survey, certified by a licensed land surveyor. 4 B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken 4 from the latest tax records. (b) The name and address of the landowner on record: 4 [1] The names and addresses of adjoining landowners. [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graphic scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way Waive: use GIS within 500 feet of property lines. If none exist within 500 X and aerials feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all Waive: use GIS adjoining lands within 500 feet, as shown on the latest X and aerials tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or adjoining the property. (i) A complete outline of other existing easements, deed N/A Checklist for Site Plan Application Completeness Southold Planning Department restrictions or covenants applying to the property. (j) Existing zoning, including zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: [1] Alignment and schedule plan. [2] Grading and drainage. [3] Landscaping. [4] Other, e.g., site utilities. (2) Natural features: Received Comment (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazard areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and historical features within 500 feet of the property boundaries. (3) Existing building structures and utilities: (a) The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this chapter, and all uses of the site. (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. + (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, Waive: use GIS including curbcuts, within 200 feet of the boundary of the X and aerials subject property. Checklist for Site Plan Application Completeness Southold Planning Department (4) Proposed construction: Received Comment (a) The location of proposed buildings or structural improvements, indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street parking and loading areas and pedestrian circulation. (c) The location, direction, power level and time of use for any proposed outdoor lighting or public address systems. N/A (d) The location and plans for any outdoor signs must be in accordance with applicable sign regulations. N/A (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including existing and proposed topography with two-foot contours (on site and 200 feet beyond the property line) and spot elevations for 4 buildings and all structures, drainage calculations, details of drainage structures and watershed areas, where applicable. (f) Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, 4 Highway Specifications. (g) The location and listing of landscaping, buffering and street tree plans, including type, material, size, quantity and 4 location. (h) The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, 4 fire wells and fire hydrants and/or any alternate means of water supply and sewage disposal and treatment. (i) Building elevations for all facades and floor plans showing the proposed use of floor area. 4 Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further-the objectives set forth in § 280-129. 3 Checklist for Site Plan Application Completeness z i:� L �,Il '1 2;I r CJ- Sender (� 9 zbi 4 f3oai S A cct: J SCTMff. 1000 - Dates �) ,, 7 Comments, ., Submission n Without a Cover Letter U� .� - .. SCTM#: 1000 - 40.-3-6- Date: 40.-3_6- Date: i Submission. Without a Cover Leffer PVanrarig Ixarratird Subject: C— k. c-v-\ Lor5 9s\c�R(J �4,a�,p, us\d SCTM#: 1000 - 40. ® Date: Coeats: � �'u� E I FORM NO. 3 N,,1 2 2.02 D TOWN OF SOUTHOLD BUILDING DEPARTMENT �ai" ii I vv r7 SOUTHOLD, N.Y. ..� 4)1���r u�ii aa � I ..W._ ... NOTICE OF DISAPPROVAL DATE: January 27, 2020 TO: Eileen Wingate(Mydon Resorts Inc.) 2805 West Mill Road Mattituck,NY 11952 Please take notice that your application dated December 20, 2019: For permit to: reinove teat sites and construct smisop l cabins iii aii existiq Lai p Tniti l at: Location of property: 64500 tp8eCico- N County Tax Map No. 1000—Section 40 Block 3 Lot 5 Is returned herewith and disapproved on the following grounds: Paaa.sarUM to Article N I1.1 ,a�tioaa 280-1 .�...tl.�c �°oposed LISC a���l���ic �, sit :.l�1�m approval troth theSouuthold l owri Plannara „pard. In add:itiori„ slew-al excel k(IjI apf'yoval fro l t„thewZo�ning Board of ppeall' ruJI cd� You may now apply to these agencies directly. Aaatlac rael Sigtatiii't, Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Planning Board, ZBA �ubf mmillllll'W. ' lloiwmiowµl Brian Cummings V,N, I "d"' l O'2 Town of Southold Planning Department 53095 Route 25 Southold, NY 1197 . iNuuM�unl IISMn January 17, 2020 Dear Brian, Attached please find a revised set of plans. The method we used to number the units was confusing, based on the existing camp sites. We have reorganized to simplify the numbering, everything else remains the same. Thank you in advance for your time. Best, Eileen Wingate k LETTER OF TRANSMITTAL DEC2019 Nannkl December 20, 2019 TO:. Planning Department FROM: Quiet Man Studio Town of Southold 2508 West Mill Road 24375 Route 25 Mattituck, NY 11952 Southold, NY 11971 This application package contains to the following documents: 1. SITE PLAN APPLICATION FORM 2. APPLICANT'S AFFIDAVIT 3. OWNERS AUTHORIZATION 4. TRANSACTIONAL DISCLOSURE FORM 5. LWRP ASSESSMENT FORM 6. SHORT ENVIRONMENTAL FORM 7. SURVEY: DATED 12/9/2019 (11X17) 8. OLD SURVEY: DATED 11/26/1974 9. LAST APPROVED SITE PLAN; DATED 12/2005 10. EASTERN LONG ISLAND KAMPGROUND TIMELINE 11. DELINEATION OF WETLANDS ADJACENT TO sctm# 1000-40.-3-5 12. SCOPE OF WORK 13. PROPOSED SITE PLAN 14. FLOOR PLANS FOR: a. 2 BEDROOM CABIN b. 1 BEDROOM CABIN c. PAVILION BUILDING 15. ELEVATINS FOR: a. CABINS b. PAVILION 16. PHOTOS OF THE PROPOSED SITE 17. 4 COPIES OF THE SURVEY(1 ORIGINAL) 18. 2 SETS OF PLANS FOR ARCHITECTURAL REVIEW COMMITTEE IF YOU HAVE ANY QUESTIONS PLEASE CONTACT Eileen Wingate @ 516-818-9754 SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: EASTERN LONG ISLAND KAMPGROUND Apprication Datv 12/1#2CM9 Suffolk County Tax Map#1000- 40.z 3 5 Other SCTM#s Street Address: 690 QUEEN STREET, Hamlet: GREENPORT Distance to nearest intersection: AT THE INTERESTION OF QUEEN STREET AND NORTH ROAD Type of Site-ftan: �New X Amended Residenlial. Zoning Distiiiot ,RR-)RES0RT)RESfDENT4AL Owners/ Lgent Contact Information Please list name, inadinA,culdress, andphoi.ie_number.1br the r 91below: n Property Owner HNF RESORTS INC. Street 690QUEENSTREET, .......... City. GREENPORT,..__.._.... ..... State N I Y ,zip_ 11944 Home Telephone 631-477-0022 Other ........... Applicant ,-Sea ri'Magnusion ............ Street 825 QUEEN STREET, City GREENPORT, State zV_ 11944 Home Telephone 631.953.389,9 Otheir ............... ........... Applicant's Agent or Representative� Contact Person(s)* Eileep Wingate for Quiet Man Studio Street ,tr '1 2805 West Mill Rd. lCity AAa#R4Ad( State, NY Zip 119'52 Office Telephone 516-818-9754 Other.,............. *Unless otherwise requested, correspondence will be sent olily to the contact person noted here. ------------ ...................... .......... ............. Site Plan Application Form 211812010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural — .--Change of use Property total acreage or square footage. 23.61 ac./ . ft. Site Pfau buil&oul acreage or square footage: 6+/- ac./sq,-ft. ........... Is there an existing or proposed Sale of Development Rights on the property? Yes—No X If yes, explain: este parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary docurnerdation–titlert rq o division approval, etc.) p sub Yes, there is pre�.ske plan appr y .... ............ .......... Building Department Notice of Disapproval Date Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes No x If yes, attach a copy of the application packet. ................................... Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. Kwppground office,conimu4itybufl&g With consession,smmi,mrigpool,shower houses and laundry facility. List all extstingpropetty uses: There are�6'�seasanaMV sites,9.0 shart,term RV��pqp,up s4es and tatcnts�. :,0 JC I ION Of:: 20,"r CAf 3111`4S x,504 SO I I",1 'AdTI 190 SQ, 1117D; Af,fl 'I List all proposed property uses6of)I��Z�,F'1. 1:1AW t�Of\l W-11 1 780 1:::: 1. DECK Other accessory Uses: Each campsite is to have a fire pit Existing lot coverage: 10.2 % Proposed lot coverage: 11.7 11/0 4,17:2 (itic pocitl Gross floor area of existing structure(s):,,,,,,,_sq. ft. Gross floor area of proposed structure(s):. mm r rr ri Sl,,� FT ........................................... ....... ... 186 WFFH 80 CAR OVERFLOW Parking Space Data: #of existing spaces;_ of pro�vsed sj,,)aces: SAME Loading Berth: Yes No X 10 remain 9hemmmm same Landscaping Details: Existing landscape coverage-, wooded% Proposed landscape coverage: '. 7� .......... Wetlands: Is this property within 500' of a wetland area? Yes x No Maybe 1, the undersigned, certify that all the above information is true. Signature of Preparer: Date: 12/17/2019 2 Site Plan Application Form 211812010 V.0+p,' h:: i Iq B+°:Ptl1 tlY P"W:` fl" Ild ryNwA,ti 8tR a d'.i R EC E .. ..... ,...,�.,., Town of'Southold m FEB 22020 LWRP CONSISTENCYee�ASSESSMENT FORM �_.. L"i��rr u�lc T w,�r6)___._I I��ar���irt� car�.Q 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 ccasl��tl06Ai h .n It des.all of.Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus each answer must be explained in detail listing both su :cortin Land no - supporting facts. 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 1000- 40. _ 3 _ 5 Office,pool,recreational area,community building,shower houses and laundry SCTM# facility. There are 63 seasonal RV sites,90 short term RV/pop up sites,33 short term tent sites PROJECT NAME EASTERN LONG ISLAND KAMPGROUND The Application has been submitted to(check.appropriate response): Town Board ❑ Planning Board[!] Building Dept. ❑ Board of Trustees E] 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,plann ng activity, agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: ❑ Nature and extent of action: � .„...0 l l�.. 16 IV����.l l,..� II l����. III ��... II ����"0 n IL..:���", ���... 1����1�� �IL... �� .wpb lll:::���ri III i� ' ,�1'°� l M i Ih.,..11 90 S("u. p�... ��� �_....�w �.�llm� ❑.1 �. ���M1b"�"V�..� i� � �; :�� �,� � �kw.,N � � ,; ��,���_.:.1�`�,sl �. ro W...„u p W i„ .... W W W p W W.... � ....(�i ..... i l l IL l .W III � ,��Ill....D ,.,, „..,,II l�� II VIII„... II l � II T II U II �III i IIL l t U �I IL... II � .1.., III III k':: IL.... .II II ”„„„ .. II IIII^� W .....�„ III �t�,y �..... p wn ti u�,N.... „�� i P �l�� L......,. o,III w,,,,,,,';�w III III VIII�,,..,�P l��W P l�N....l��n�,�,1� I�"'o.�,..��� N�III L,..�L....L...� N...� I l l l L.... uJ III u...L...a ����L..,.� �,..�0 Location of action: SOUTHEAST CORNER OF PROPOERTY Site acreage: 23.61 mmmIT Present land use: CAMPGROUND WITH 186 APPROVED CAMP SITES Present zoning classification: RR-RESORT RESIDENTIAL 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: Sean Magnuson (b) Mailing address: 925 QUEEN-STREET, GREERPORT, NY ............... ...................... .............................. ............ (c) Telephone number: Area Code 631.953.3899 (d) Application number, if any:_ Wil'I'the actionbe direotly undertalcen, require fundi ng,or approval by �stateDr federalagency? YesEl NoFXI If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. 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 1H-Policies; Page 2 for evaluation criteria. r---1 LXJ Yes No [:] Not Applicable EASTERN LONG ISLAN ..KAMPGROUND HABLHELPEDIQ PR.ES ERVE.TH.E.23M ACRES.— FOR OVER 45 YEARS. THE KAMPGROUND OFFERS A UNIQUE EXPERIENCE FOR THE 63SEASONAL RV SITE, THE 90 SHORT TERV-81TES, AND THE-:K3-7ENT SITES. 'RR ENTEYTRE-TENT"C)qVrPWG SIT ES-ARE-UlqD-ER-UTI'LIZED-,--IT-fE-P'ROP"OSE"PG'RADlE'T fft1qS-W1tL-P`R`OV1'DE X'NEVV—" ALTEf�ftff-rVE-F-GR-TtfE-VtSJ T-05 COW -Ti'tE-NOR-TH'-FOf;tK-TC)M-StT---OU-R--B-EA-e�fE-3--ANt)- ENJ,0Y-GQR-NAT-U- RAL-ENVIRONMENT.-- Attach additional sheets if necessaW�mm ......................ry Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section M-Policies Pages 3 through 6 for evaluation criteria ❑ ---1 Yes ?FX I No 11 Not Applicable Attach additional..._ ..... _ __.. ........ ..m..... sheets if necessary Policy 3. Enhance vis duality and'protect scenicresources thFoogliout the Town of SouthohL See LWRP Section Policies Pages 6 through 7 for evaluation criteria E Yes L] No ❑x MMU Xpplicable Attach additio n..—-sheets � _'" .. nal shh eets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life,,structures, and natural resources rflooding, erosion. e LWRP Section —Policies Pages 3,through 16 1wevainatiomcriteria D Yes ❑ No © Not Applicable Attach additionalIT � 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 e E No KNotpi Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section IH— Policies; Pages 22 through 32 for evaluation criteria. Yes ❑ No ' Not Applicable Attach additional sheets Vin.. ..�_ —.� .. � �,,,, .. ......,_.m ...�..—.m. ecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. F] Yes ❑ No F—] Not Applicable BY MINUMIZING THE IMFIAGT ON THE CABIN SITES WE INTEND TO PRESERVE THE CAN C)PY-CYF-E)(TS7T,,N.G-TREE�S........ Attach additional sheets if necessary Policy a. Nfininiize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See MRP, SeciflonH1-Pdficies;Pages 34 through 38 for evaluation criteria. Yes No 1:1 Not Applicable THE KAMPGROUND IS COMMITED TO THE REUSE AND REmmmmCYCLI„CLING OF ALL WASTE TO-7H-E-UA)(IMUN[-EXTENIT-PO"SSTBEE— 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 M-Folicies; Pages 38 through 46 for evaluation criteria. Eil Yes 0 No El Not Applicable ITITTHE KAMP'GROUND IS OPEN TO THE IDEA OF BEING USED FOR COMMUNITY EVENTS, THERE ARE ACRES WHICH SIRE CURRENTLY USED FOR SPORTING ACTIVITIES. 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. Yes ❑ No Not Applicable Attach additional sheets if necessary sustainablePolicy 11. Promote v a resources in Long Island , the Peconic Estuary "d Town waters.See LWW Seefion W—Policies; Pages 57 through 62 for evaluation criteria. Yes ❑ No Not Applicable 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 evaluation criteria. '0 Yes El No IN Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriatelime x rewomes. See LWRF Section — iciest Pages 65 through 68 for evaluationcriteria. Yes El No ❑ Not Applicable PREPARED BY TITLE AGENT FOR OWNER DATE 12/17/2019 Amended / / Eastern Long Island Kampground 690 Queen Street Greenport, NY 11944 12/18/19, Revised 2/16/2020 Southold 1131a. ung Boalr l Southold Manning Dept. 54375 Route 25 Southotd; - 11971 RE: Eastern Long Island Kampground 690 Queen Street Greenport, NY 11944 Hadkgrowund!brifenrnaVion • The last approved site plan is dated 9/2006. • The application approves 186 camping locations 0 63 seasonal RV sites 0 90 short term RV/pop up sites 0 33 tent sites • The application al(so approves 186 parking spots and 80 car overflow Scope of work Located in the Southeast corner of the property approx. 6+ acres are currently designated for tent camping. This proposal eliminates the tent camping sites, those sites are under-rented and therefore under-utilized. These 33 tent sites will be redesigned to accommodate 20 small seasonal cabins.With the addition of the cabins, the 1Kam)pground will be able to offer a unique camping experience on the east end. Phe new pavilion will provide a community recreational building for the.guests. Minimal disruption to the natural environment is key to creating this experience. We intend to locate the cabins within the existing camp site where possible and minimize the removal of the natural canopy. Taking advantage of the natural landscape for buffer between cabins. We will be able to reuse some of the existing(hard packed) parking areas. The installation of a new lift station will connect the new cabins with the existing Greenport sanitary sewer. Application to the Suffolk County Health department for expansion of the existing system is underway. Electrical expansion will also be provided by the Village Utility. Water is supplied by SCWA. Description of Structures Seasonal Cabins: • Cedar Shake siding with metal roofs • 504sq. ft. interior floor space with 90 sq.ft. decks • 18 cabins will have 2 bedrooms and 3-piece bathroom and a limited kitchen • .2 cabins will be 1 bedroom and have ICC/ANSI -A117.1 compliant 3-piece bathrooms and access ramps. 1 • Propane will be used for on demand hot water and the range. • Each unit will have an energy efficient remote split HVAC system. • Fire pits will be provided at each camp site. • Site are limited to 1 parking spot per cabin (overflow parking is located north of the office), Pavilion: • Cedar Shake siding with metal roofs • 600 sq.ft. interior floor space with 872 sq.ft. deck • The Pavilion will have a ICC/ANSI -A117.1 compliant bathroom and access ramp. • A simple wet bar will be installed. • Propane will be used for on demand hot water and the grill, • Tihe,PaWhion vwill,have an energy Wirierit remote spk HVAC system. Lighting: • Interior lighting will be code compliant. • The only exterior lighting proposed is an entry wall mounted fixture for safety. Dark sky compliant fixtures for this purpose is readily available with a maximum wattage of 60. • The pavilion will have several wall sconces for safety. • There wiff be N4 l'and'scape Ifghtibg. Signage • no new signage will be added. 2 RECEIVE"'D Full Environmental Assessment Form 7' � 0Part I -Project and Setting Instructions for Completing Part 1 - F a niiiirig...Board Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part lis accurate and complete. A.Project and Sponsor Information. _ --- ..... Name of Action or Project: EASTERN LONG ISLAND KAMPGROUND/HNF RESORTS INC, Project Location(describe,and attach a general location map): 685 QUEEN STREET,GREENPORT,NY Brief Description of Proposed Action(include purpose or need): THE EXISTING KAMPGROUND HAS AN OFFICE,POOL,RECREATIONAL COMMUNITY BUILDING,SHOWER HOUSES AND A LAUNDRY FACILITY. THERE ARE 63 SEASONAL RV SITES AND 90 SHORT TERMS RV/POP UP SITES AND 33 TENT SITES. THE PROPOSAL INCLUDES 20 SEASONAL CABINS(504 SQ.FT.EACH WITH A 90 SQ.FT.DECK)AND 1 PAVILION(600 SQ.FT WITH A 872 SQ. FT.DECK). Name of Applicant/Sponsor:pp u•nt/Sponsor: ...__. .T.._� .....� elephone:631.953.3899 SEAN MAGNUSON E-Mail: SEAN@HNFTECH.COM Address:690 QUEEN STREET, .... ....._ City/PO:GREENPORT, State:NY Zip Code:11944 Project Contact(if not same as sponsor;give name and title/role): p Telephone: E-Mail: �.. ......._ ........ Address: City/PO: _ State: Zip mm Code: Property Owner if not same as on p rty (' sponsor): Telephone: E-Mail: Address: City/PO: State ... Zip Code: Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding'includes grants,loans,tax relief,and any other forms of financial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a.City Council,Town Board, ❑Yes®No or Village Board of Trustees b. City,Town or Village ®Yes❑No SITE PLAN APPROVAL 12/20/2019 Planning Board or Commission c.City Council,Town or ®Yes❑No SPECIAL EXCEPTION APPLICATION 1/8/2020 Village Zoning Board of Appeals d.Other local agencies ®Yes❑No VILLAGE OF GREENPORT WATER AND 1/8/2020 SEWER HOOK UPS e.County agencies ®Yes❑No PENDING-SUFFOLK COUNTY HEALTH DEPT. 1/15/2020 f.Regional agencies es No g.State agencies ®Yes❑No DEC-LETTER OF NON-JURISDICTION 12/20/2019 APPLICATION ISSUED 1/28/2020 h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑Yes®No ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.1.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan,local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town village or county)comprehensive land use plan(s)include the site OYesE3No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yes®No Brownfield Opportunity Area(BOA);designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? _ ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?GREENIOR'T SCHOOL DISTRICT b.What police or other public protection forces serve the project site? SOUTHOV..D TOWN P0WQE-QEP1- .....__ _ c.Which fire protection and emergency medical services serve the project site? GREENPORT FIRE DEPARTMENT d.What parks serve the project site? SOU THO D T L?W N BEACH AND 1V OORES'U'w"O„ODS --.... ------ D.Project Details D.I.Proposed and Potential Development a.What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? RECREATIONAL, b.a.Total acreage of the site of the proposed action? 23.6 acres b.Total acreage to be physically disturbed? UNDER 5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 23,6 acres c.Is the proposed action an expansion of an existing project or use? ®Yes❑No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, square feet). /o �� Units: 0 NITS+1 PAVILLION 7 � 11.7° 2 d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes®No If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) .......... .......... ....... .....� ii. Is a cluster/conservation layout proposed? ❑Yes ONo iii. Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑Yes®No i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase I (including demolition) month year • Anticipated completion date of final phase month .year • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ._____ .............—----- ..... .... ...... ....... ......... ................ ------- - .......... Page 3 of 13 f.Does the project include new residential uses? ❑Yes®No If Yes,show numbers of units proposed. One Family Two Family Three Family GiflHpip Family four or more Initial Phase At completion m of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 21 ii. Dimensions(in feet)of largest proposed structure: 17' height; 20 width; and 30 length id. Approximate extent of building space to be heated or cooled-.. .m 10,680.00 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes®No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, i. Purpose of the impoundment: _ u. If a water impoundment,theprincipal source of the water: Ground water Surface water streams ' p ❑ ❑ ❑Other specify: iii. If other than water,identify the type of impounded/contained liquids and their source. .............. ... ............1111 ....1111 �.. ....._ .. ........ iv. Approximate size of the proposed impoundment. Volume: _million gallons;surface area acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? ❑Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: L What is the purpose of the excavation or dredging? _ n. How much material(including rock,earth,sediments,etc.)is proposed to be removed from the site? • Volume(specify tons or cubic yards): _._........................................ .........._._...__......__._ • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. iv Will there be onsite dewatering or processing of excavated materials? ❑Yes N 0 If yes,describe. v. What is the total area to be dredged or excavated? --acres vi. What is the maximum area to be worked at any one time? _ ___ ......acres vii. What would be the maximum depth of excavation or dredging? „mm mmmmmmmmmmmm . _ . _, ____.feet viii. Will the excavation require blasting? ❑Yes®No ix. Summarize site reclamation goals and plan:_ b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment ❑Yes®No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description): Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: .... .........st m �....W..._- iii. Will"proposed actioncause or result in disturbance to bottom sediments? ❑Yes No iv. Will proposed action cause or result in the destruction or removal of aquatic vegetation? ❑Yes®N o If Yes: • acres of aquatic vegetation proposed to be removed '. ....... ..��. • expected acreage of aquatic vegetation remaining after project completion _ • purpose of proposed removal(e.g.beach clearing,invasive species control,boat access). m......... • proposed method of plant remov m...__ al • if chemical/herbicide treatment will be used,specify roduct(s): v. Describe any proposed reclamation/mitigation following disturbance: . ..... __ --... c.Will the proposed action use,or create a new demand for water? ❑Yes bio If Yes: p g p y: J p 14.400 gallons/day i. Total anticipated water usage/demand a/demand er a ii. Will the proposed action obtain water from an existing ublic water supply? ®Yes❑No If Yes: • Name of district or service area: SUFFOLK COUNTY WATER AUTHORITY • Does the existing public water supply have capacity to serve the proposal? ®Yes❑No • Is the project site in the existing district? ®Yes[]No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes Flo If Yes: • Describe extensions or capacity expansions proposed to serve this project: WATER LINES FOR EACH INDIVIDUAL CABIN WILL BE REQUIRED ._._ -._ ... • Source(s)of supply for the district: _ __ iv. Is a new water supply district or service area proposed to be formed to serve the project site? ❑ Ye........... pp Y p p p j s®No If,Yes: • Applicant/sponsor for new district • Date application submitted or anticipated • Proposed source(s)of supply for new district: V. If a public water supply will not be used,describe plans to provide water supply for the project: ' pp Y p ject:..................__ Vi.If water supply will be from wells ublic or rivate maximum um ..... (p p ), p ping capacity: gallons/minute.. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: 1 qp gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each):. sanitary waste water hi. Will the an proposed action use public wastewater treatment facilities?� p y existing ties? ®Yes❑No If Yes: • Name of wastewater treatment plant to be used: GREENPORT ...........................r_._._._ • Name of district: GREENPORT ........rm_.. .................wa.. m,,.... • Does the existing wastewater treatment plant have capacity to serve the project? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No Page 5 of 13 • Do existing sewer lines serve the project site? ®Yes❑No • Will line extension within an existing district be necessary to serve the project? ®Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: AN ADDITIONAL PUMP STATION IS TO BE INSTALLED TO PUMP CABIN WASTE TO EXISTING SEWER LIFT STATION iv. Will a new wastewater(sewage)treatment district be formed to serve the project ..._ ct site? ❑Yes®No If Yes: • Applicant/sponsor for new district: m_ ...... ........ • Date application submitted or anticipated • What is the receiving water for the wastewater discharge v. If public facilities will not be used,describe plans to provide wastewater treatment for the ro'ect includin specifying propose P J g P � d receiving water(name and classification if surface discharge,or describe subsurface disposal plans): srwvi. DescribeanY Plans or desi ns to ca ture,rec cle or reuse liquid waste: _ ..... M, e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑Yes®No sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures adjacent properties, groundwater,on-site surface water or off-site surface waters)? • If to surface waters,identify receiving water bo _ __.... .. .. dies or wetlands: __... ......... . ..... ...r_ m.,.,.,. _.... -..... • Will stormwater runoff flow to adjacent properties? ❑Yes❑No iv. Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes®No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) ii. Stations sources during construction(e.g., ower eneration,stru Stationary u ' p g ctural heating,batch plant,crushers) iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) _._... _ g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes®No or Federal Clean Air Act Title IV or Title V Permit? If Yes: i. Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • 'I'ons/ year(short tons)of Carbon Dioxide(CO2) Tons/year(short tons)of Nitrous Oxide(N20) • Tons/year(short tons)of Perfluorocarbons(PFCs) • l`ons/year(short tons)of Sulfur Hexafluoride(SF6) • Tons/year(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • Tons/year(short tons)of Hazardous Air Pollutants(HAPs) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑YesoNo landfills,composting facilities)? If Yes: L Estimate methane generation in tons/year(metric), _ ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): . ....m..._ ... i.Will the proposed action result in the release of air pollutants from open-air operations or processes,such as ❑Yes®No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: i. When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening []Weekend ❑Randomly between hours of to u. For commercial activities only,projected number of p j semi-trailer truck trips/day: iii. Parking spaces: Existing .., Proposed Net increase/decrease iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe: Vi. Are sprtation service(s)or cilities available whin '/2 mile of te roposed site? E]YesE]No vii Will theproposed action tion i elude aces to public ttransportation or accommodat ons for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action (for commercial or industrial projects only)generate new or additional demand ®Yes❑No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: ii. Anticipated sources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): p d rean iii. Will the proposed action require ew,or an upgrade to an existin g substation? ®Yes❑No 1.Hours of operation. Answer all items which apply.. i. During Construction: ii. During Operations: • Monday-Friday: _ • Monday-Friday:IT.... :,_,___SEASONAL USE 24/7 • Saturday: • Saturday- 24/7 Y" • Sunda _ • 24/7 , Sunday: • Holidays: • Holidays: ---- 24/7 Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, OYes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: CONSTRUCTION EQUIPMENT FROM 8AM-6PM .............................. ........................ ---—-------........... ............ ..... .................... .................................................. ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? OYesONo Describe: . .......................................... ........ .................. .............. ......... n.. Will theproposed action have outdoor lighting? OYesE:]No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: WALL MOUNTED ENTRY FIXTURES ON EACH...............CARINTHAT ARE DARK SKY COMPLIANT .. .............. .............. ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑E]YesONo Describe: ....................... ... ........ ". ............ o. Does the proposed action have the potential to produce odors for more than one hour per day? E]Yes ZNo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupiedstructures: ...................''I'll", -- ......................... "'11111111111........... --------------............. ............................... .............................. p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) El Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i. Product(s)to be stored. ............. ii. Volume ..... ....".mm _ per unit time ........— (e.g.,month,year) iii. Generally describe proposed storage facilities: ... .........------------ .......................... ...................... -— ------------ .......-.-...'' .......................... q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, El Yes IZ]No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ........................... .................. ........................ --------......................... ............. ----------- --------.................. "I'l-,"',-... .......... .......... ''I'll".....------ ......... .......... ................. ii. Will the proposed action use Integrated Pest Management Practices? El Yes E]No r.Will the proposed action(commercial or industrial projects only)involve or require the management or disposal El Yes ONo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: --------------------- tons per (unit of time) • Operation : ---- ......' ... tons per (unit of time) H. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: ."................ --------.................. —--------- ......... • Operation: ... .............. ---''.. 11-1-1-1-1 ........................... ........... ........ ...........------ ................... ...........-.1................... iii. Proposed disposal methods/facilities for solid waste generated on-site: 0 Construction: ......................—1111, --- .............................. ................ 0 Operation: ............--—-------- .................................. ......... ............... -------11-1-1-111111--------- ...........I'll...............,"",-,............. Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities):—_-.. ii. Anticipated rate of disposal/processing: • _ Tons/month,if transfer or other non-combustion/thermal treatment,or • Tons/hour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: _._ ii. Generally describe processes or activities involving hazardous wastes or constituents iii. Specify amount to be handled orenerated t m......... g ons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents; v. Will an hazardous wastes be disposed at an existing offsite hazardous s waste facility? ❑Yes No If Yes: provide name and location of facility: If No: describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility. E.Site and Setting of Proposed Action E.I.Land uses on and surrounding the project site a.Existingland........m.. ....�. .............._ ..__ ._.. uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: ............. .._ — ...... b.Land uses and covertypes on the probe...... ' ct site. .... ................._._.-.,. Land use,..........�. .. �..�.. _. ..._._. .... or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious +.26 surfaces • Forested ��• .....� ._ ............. www. ...... ...,. ... ..._... 0 Meadows,grasslands or (non- 0 agricultural,including abandoned agricultural) • Agricultural 0 (includes active orchards,field,greenhouse etc.) Surface water features (lakes,ponds,streams,rivers,etc.) • Wetlands(freshwater or tidal) 0 • Non-vegetated(bare rock,earth or fill) 0 • Other Describe: 0 Page 9 of 13 c.Is the project site presently used by members of the community for pub a ...... he recreation? ❑Yes✓❑No i. If Yes: explain y g the elderly,d.Are there an facilities serving children people with disabilities(e.g.,schools hospitals,licensedE]YesONo day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: e.Does the project site contain an existing dam? ❑Yes®No If Yes: i. Dimensions of the dam and impoundment: • Dam height: . feet • Dam length: ............................. ..................... .......... feet • Surface area: acres • Volume impounded; gallons OR acre-feet ii. Dam's existing hazard classification: iii. Provide date and summarize results of last inspection: f.Has the project site ever been used as a municipal,c o commercial or industrial solid waste management facility, ❑Yes®No or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: L Has the facility been formally closed? ❑Yes❑No • If yes,cite sources/documentation: ii. Describe the location of the project site relative to the boundaries of the solid waste management facility: iii. Describe any development constraints due to the prior solid waste activities:, Whazardous ..... _... ... ............ Have hazard g. ous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin ❑Yes®No property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities,including approximate time when activities occurred: h. Potential contamination histo ryHas th....e..r_e been a reported spill at the proposed project site,or have any ❑Yes® No remedial actions been conducted at or adjacent to the proposed site? If Yes: i. Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site ❑Yes®No Remediation database? Check all that apply: ❑ Yes—Spills Incidents database Provide DEC ID number(s): ___-__ __ ❑ Yes—Environmental Site Remediation database Provide DEC ID number(s). ❑ Neither database ii. If site has been subject of RCRA corrective activities,describe control measures: W. Is the project within 2000 feet of any site in the NYS DEC Environmental Site Remediation database? ❑YesONo If yes,provide DEC ID number(s): iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): Page 10 of 13 v. Is the project site subject to an institutional control limiting property.... ' rty usee s? ❑Yes®No • If yes,DEC site ID number:.............i......�.....__ ........._...._................................m.................. • Describe the type of institutional control(e.g.,deed restriction or easement): „rc • Describe any use limitations: �. ....m... ........... • Describe any engineering controls • Will the project affect the institutional or engineering controls in place? ❑Yes®No • Explain: .............. — E.2. Natural Resources On or Near Project Site a.What is the average depth to bedrockon n the project site? N/A feet b.Are there bedrock ....._....... � WW�mmmIT .......... outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? ___..... ®/® c.Predominant soile typs( )present on project site:: SANDY LOAM % d.What is the average depth to the water v g p e water table on the project site? Average: N/A feet .. e.Drainage status oo /o of site Drainage of project site soils:❑ Well Drained: 1 m°mmmmf site ❑ Moderately Well Drained: _........%of site ❑ Poorly Drained %of site f.Approximate proportion of proposed action site with slopes ® 0-1 IT 0%: 90%of site ❑ 10-15%: __%of site El 15%or greater: %of site g.Are there any unique geolo is features on the project site? Yes®No IfYes,describe: , - .... . ---........................... ....... ......._ ........ ..... ......... ...... ....... _ ...... h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ®Yes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information: • Streams: Name Classification • Lakes or Ponds: Name Classification • Wetlands: Name MOORES DRAIN Approximate Size 194.8 ACRES • Wetland No.(if regulated by DEC) ______ _ v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes®No waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: i.Is the project site in a designated Floodway? ❑Yes®No Is the project site in the 100 year ................... j, p j y Floodplain? ❑Yes®No _.... ......... k.Is the project site in the 500 year Floodplain? ❑Yes Olo 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes[Z]No If Yes: i. Name of aquifer: Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: I-—------------ DEER,BIRDS AND TYPICAL FAUNA .................. .......... FOR WOODLAND SITES .................. n.Does the project site contain a designated significant natural community? [-]YesONo If Yes: i. Describe the habitat/community(composition,function,and basis for designation): ...... .......... ......... ................. ii. Source(s)of description or evaluation: ...... .... ..................................... ------ iii. Extent of community/habitat: 0 Currently: ............_ .............. acres 0 Following completion of project as proposed: acres 0 Gain or loss(indicate+or ................ acres o.Does project site contain any species of plant or animal that is listed by the federal government or NYS as ❑YesoNo endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? e�t_ ................ P. Does the proje site contain any species of plant or animal that is listed by NYS as rare,or as a species Yes special concern? q.Is the project site or adjoining area currently used for hunting,trapping,fishing or shell fishing? 0YesDNo If yes,give a brief description of how the proposed action may affect that use:— ................. WILL NOT AFFECT THAT USE-THERE IS UMITED BOW HUN-RNG ON TI-JE ADJOHNG PROPERTY KNOWAS M01ORES WOODS- ....... ...... E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified pursuant to [-]Yes[Z]No Agriculture and Markets Law,Article 25-AA,Section 303 and 304? If Yes, provide county plus district name/number: ....................... ................. ............... b.Are agricultural lands consisting of highly productive soils present? [-]YesoNo i. If Yes:acreage(s)on project site? I................ ........................ ------ ..........—1111" ii. Source(s)of soil rating(s): ........... ................ .....................I—_.................. c. Does the project site contain all or part of,or is it substantially contiguous to,a registered National E]Yesg]No Natural Landmark? If Yes: i. Nature of the natural landmark: E]Biological Community El Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: ............ .......... ............ .................... ................................................. .......... ........... ...... ...........---- ........................... ............. .......... d.Is the project mmmITsite located in or does it adjoin a state listed Critical Environmental Area. E]Yes[Z]No If Yes: i. CEA name: H. Basis for designation: .................... .............................. ........... iii. Designating agency and date: ------------ Page 12 of 13 e.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district ❑Yes®No .... which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: ❑Archaeological Site ❑Historic Building or District ii. Name: . iii. Brief description of attributes on which listing is based: _._ �.. f.Is the project site,or any portion of it,located in or � .] adjacent to an areaea designated as sensitive for or ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? g.Have additional archaeological or historic sites or resources been identified on t ? ... ..g ( ) he project site. ❑Yes®No If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is the project site within fives miles of any officially designated and publicly accessible federal,state,or local cal ®YesE]❑No scenic or aesthetic resource? If Yes: i. Identify NLET NTY ii.Naturef,or basis)for,designation AeK established highway overlook,state or local park,state historic trail or scenic ( g•, g Y byway, etc.):LOCAL PARK m.., ....._ .... iii. Distance between project and resource: _ ,LESS THAN 1 MILE miles. i. Is the project site located within a designated river corridor under the Wild Scenic a .._. N g and Recreational Rivers ❑Yes❑No Program 6 NYCRR 6667 If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. 9 REVISED 2/16/2020 Applicant/Sponsor Name Sean Magnuson Date 12/17/201 Signature ........_ ... .... - .... .... . Title.. PRINT FORM Page 13 of 13 Eastern Long Island Kampground 690 Queen Street Greenport, NY 11944 12/18/19, Revised 2/16/2020 Southold Planning Board Southold Planning Dept. 54375 Route 25 Southold, NY 11971 RE: Eastern Long Island Kampground 690 Queen Street Greenport, NY 11944 Background Information • The last approved site plan is dated 9/2006. • The application approves 186 camping locations 0 63 seasonal RV sites 0 90 short term RV/pop up sites o 33 tent sites • The application also approves 186 parking spots and 80 car overflow Scope of work Located in the Southeast corner of the property approx. 6+ acres are currently designated for tent camping. This proposal eliminates the tent camping sites,those sites are under-rented and therefore under-utilized. These 33 tent sites will be redesigned to accommodate 20 small seasonal cabins. With the addition of the cabins, the Kampground will be able to offer a unique camping experience on the east end. The new pavilion will provide a community recreational building for the guests. Minimal disruption to the natural environment is key to creating this experience. We intend to locate the cabins within the existing camp site where possible and minimize the removal of the natural canopy. Taking advantage of the natural landscape for buffer between cabins. We will be able to reuse some of the existing (hard packed) parking areas. The installation of a new lift station will connect the new cabins with the existing Greenport sanitary sewer. Application to the Suffolk County Health department for expansion of the existing system is underway. Electrical expansion will also be provided by the Village Utility. Water is supplied by SCWA. Description of Structures Seasonal Cabins: • Cedar Shake siding with metal roofs 504sq. ft. interior floor space with 90 sq. ft. decks • 18 cabins will have 2 bedrooms and 3-piece bathroom and a limited kitchen • 2 cabins will be 1 bedroom and have ICC/ANSI -A117.1 compliant 3-piece bathrooms and access ramps. 1 • Propane will be used for on demand hot water and the range. • Each unit will have an energy efficient remote split HVAC system. • Fire pits will be provided at each camp site. • Site are limited to 1 parking spot per cabin (overflow parking is located north of the office). Pavilion: • Cedar Shake siding with metal roofs • 600 sq.ft. interior floor space with 872 sq.ft. deck • The Pavilion will have a ICC/ANSI -A117.1 compliant bathroom and access ramp.. • A simple wet bar will be installed. • Propane will be used for on demand hot water and the grill. • The Pavilion will have an energy efficient remote split HVAC system. Lighting: • Interior lighting will be code compliant. • The only exterior lighting proposed is an entry wall mounted fixture for safety. Dark sky compliant fixtures for this purpose is readily available with a maximum wattage of 60. • The pavilion will have several wall sconces for safety. • There will be NO landscape lighting. Signage • no new signage will be added. 2 1��ZECEIVED, SOTJTIICILI� PLANNING I�()Ai� DEC 0 �� � 1 SITE PLAN APPLICATION FORM iailni", Bc)ai Site Plan Name and Location Site Plan Name: EASTERN LONG ISLAND KAMPGROUND Application Date: 12/19/2019 � Suffolk.County Tax Map 41000- 40•= 3 5 Other SCTM#s Street Address: 690 QUEEN STREET, Hamlet: GREENPORT Distance to nearest intersection: AT THE INTERESTION OF QUEEN STREET AND NORTH ROAD Type of Site Plan: New � TIAL yp � 6.. X Amended Residential Zoning District RR-RESORT RESIDENTIAL Owners/Agent.Contact Information 1'leasc. name, inctiling, list a clr•ess� ar�d'���ron number f��� the���5�°pde below: . ... Property Owner HNF RESORTS INC. Street 690 QUEEN STREET, City__ GREENPORT, State NY Zip 11944 Home Telephone 631-477-0022 Other Applicant Sean Magnuson Street 325 QUEEN STREET, m city. GREENPORT,. State ffl 11944 Home .............:953.389.........................9 Other "l"d�,���ot�� 631 ....... mm._._. Applicant's Agent or Representative: Contact Persons)*...............Eileen Win„gete for Wet Man Studio Street 2305 West Mill Rd, City__ Mattituck State NY Zip 11952 Office Telephone 516-516-9754 Other Unless otherwise requested, correspondence will be sent only � ,q p y to the contact Iverson Hated here. Site Plan Application Form .2/.18112010 Site Data Proposed construction type: X New Modification of Existing Structure Agricultural ......Change of use Property total acreage or square footage: �23.61 —acIftr ft. Site Plan build-out acreage or square footage: 6+/- ac./aEt-ft. Is there an existing or proposed Sale of Development Rights on the property? Yes—No X Ifyes, explain:........... .......... Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y X N If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) Yes, there 'is previous site plan approval Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes No-x If yes, have you submitted an application to the ZBA? Yes No x If yes, attach a copy of the application packet. .............,,......... ........ ..................................... .. .......... Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. Kampground office,community building with consession,swimming pool,shower Ihouses and laundry facility. There are 63 seasonal RTsites,90 short term RV/pop up sitesand 33 tent sites. List all existing property uses. Construction of 20 seasonal cabins(450 sq.ft.each with 90 sq.ft,deck), I pavillion(600 sq.ft.with List all proposed property uses'. 500 sq.ft deck). Other accessory USeS; Each campsite is to have a fire pit Existing lot coverage; _ 10°2 % Proposed lot coverage'. 11.54 4 172(inc pool) 9,600-00sq. ft. Gross floor area oflaxisting structure(s4„1 ):' sq, ft Gross floor area of proposed structure(s). 186 VV[TH 80 CAR OVERFLOW Parking )ace Data: A of existing spaces:_9 of proposed spaces: SAME Loading Berth: Yes No X .......... to remain the e,;Zel Landscaping Details: Existing landscape coverage: wooded o/'o Proposed landscape coverage: o/ Z::�I'll, — .... ...... ... .......... .. ................................................ ------- Wetlands: Is this property within 500' of a wetland area? Yes No_Maybe_ 1, the undersigned, certify that all the above information is true, 9 Signature of Preparer: 0 /L; �, Date:,eOe 12117/2019 2 Site Plan Application Foren 211812010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK Sean Magnuson 'being duly sworn, deposes and says that he resides at 825 QUEEN STREET,GREENPORT,NY v in the State of New York, and that he is the owner of property located at 690 QUEEN STREET, GREENPORT SCTM4 1000-40.-3-5 or that he is the Partner of the HNF RESORTS INC.. Title (Specify whether . ....................... (Title) y Partnership or Corp.)Carp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application;that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been. clearly established and is shown on said Plan;that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same;that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Signed,Partner (Partner or Corporate Officer and Title) Sworn to me this N 'tS day of MELISSA R DEBOER NOTARY PUBLIC STATE YORK SUFFOLK .... LI 1 OE34gBS Notary PublicCOMM. EX . I � OWNER AUTHORIZATION I,Sean Magnuson (President of Eastern Long Island Kampground, Inc.) We Sean Magnuson and Chris Winter owners of the property identified as SCTM #1000-40.-3-5. In Greenport, NY, hereby authorize Quiet Man Studio LLC,to act as our agent and handle all necessary work involved with the site plan application process for this property with the Southold Planning Board. Signature:, Sworn before me this day of r r _2019. CLk PUBLICNOTARY T SUFFOLK COUNTY LIC.#01 DE6349898 P 3%t" ^ I iSouthold Planning Department Applicant 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: IHNF RESORTS INC. /SEAN MAGNUSON Last,First,middle initial unless you are applying in the name of'someone else or other entity, such as a company. Ij'so, indicate the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or Re-subdivision Site Plan x Other(Please name other 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 x If you answered "Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person ................. ......................................... Describe the relationship between yourself(the applicant)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 noncorporate 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: ----------- ............................................................................................. ............................................... Submitted this day ofcm-2,0111 Signature Print Name Sean Magnuson Disclosure Form Full Environmental Assessment Form Part 1 -Project and Setting �- ,. �. 0 z,J 2 2[1 Instructions for Completing Part 1 "��tr,ir,t+'ltl I�r ^rrt Part 1 is to be completed by the applicant or project sponsor. Responses become part of the application for approval or funding, are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information; indicate whether missing information does not exist, or is not reasonably available to the sponsor;and,when possible,generally describe work or studies which would be necessary to update or fully develop that information. Applicants/sponsors must complete all items in Sections A&B. In Sections C,D&E,most items contain an initial question that must be answered either"Yes"or"No". If the answer to the initial question is"Yes",complete the sub-questions that follow. If the answer to the initial question is"No",proceed to the next question. Section F allows the project sponsor to identify and attach any additional information. Section G requires the name and signature of the project sponsor to verify that the information contained in Part 1 is accurate and complete. A.Project and Sponsor Information. Name of Action or Project: EASTERN LONG ISLAND KAMPGROUND/HNF RESORTS INC. Project Location(describe,and attach a general location map): 690 QUEEN STREET,GREENPORT,NY Brief escription of Proposed Action(include purpose or need): THE EXISTING KAMPGROUND HAS AN OFFICE,POOL,RECREATIONAL COMMUNITY BUILDING,SHOWER HOUSES AND A LAUNDRY FACILITY. THERE ARE 63 SEASONAL RV SITES AND 90 SHORT TERMS RV/POP UP SITES AND 33 TENT SITES. THE PROPOSAL INCLUDES 20 SEASONAL CABINS(450 SQ.FT.EACH WITH A 90 SQ, FT,DECK)AND 1 PAVILION(600 SQ.FT WITH A 120 SQ.. FT.DECK). Name of Applicant/Sponsor: Telephone:631.953.3899 SEAN MAGNUSON E-Mail: SEAN@HNFTECH.COM Address:685 QUEEN STREET, .......... ......... City/PO:GREENPORT„ State:NY �ZipCode:11.44 Project Contact(if not same as sponsor;give name and title/role); Telephone: _.._................W_ E-Mail: .......... ....... Address: City/PO: State: Zip Code: Property Owner (if not same as sponsor): Telephone: E-Mail: . ................... Address: State: Zip Code: Page 1 of 13 B.Government Approvals B.Government Approvals,Funding,or Sponsorship. ("Funding"includes grants,loans,t ax relief,and any other forms of finaann cial assistance.) Government Entity If Yes: Identify Agency and Approval(s) Application Date Required (Actual or projected) a. City Council,Town Board, ❑Yes®No or Village Board of Trustees b.City,Town or Village OYes❑No SITE PLAN APPROVAL 12/20/2019 Planning Board or Commission c.City Council,Town or ®Yes❑No SPECIAL EXCEPTION APPLICATION 1/8/2020 Village Zoning Board of Appeals d.Other local agencies ®Yes❑No VILLAGE OF GREENPORT WATER AND 1/8/2020 SEWER HOOK UPS e.County agencies ®Yes❑No PENDING-SUFFOLK COUNTY HEALTH DEPT, 1/15/2020 £Regional agencies es No g. State agencies Yes No DEC-LETTER OF NON-JURISDICTION 12/20/2019 h.Federal agencies ❑Yes®No i. Coastal Resources. i. Is the project site within a Coastal Area,or the waterfront area of a Designated Inland Waterway? ❑YesONo ii. Is the project site located in a community with an approved Local Waterfront Revitalization Program? ❑Yes®No iii. Is the project site within a Coastal Erosion Hazard Area? ❑Yes®No C.Planning and Zoning C.I.Planning and zoning actions. Will administrative or legislative adoption,or amendment of a plan, local law,ordinance,rule or regulation be the ❑Yes®No only approval(s)which must be granted to enable the proposed action to proceed? • If Yes,complete sections C,F and G. • If No,proceed to question C.2 and complete all remaining sections and questions in Part 1 C.2.Adopted land use plans. a.Do any municipally-adopted (city,town,village or county)comprehensive land use plan(s)include the site ®Yes❑No where the proposed action would be located? If Yes,does the comprehensive plan include specific recommendations for the site where the proposed action ❑Yes®No would be located? b.Is the site of the proposed action within any local or regional special planning district(for example: Greenway ❑Yes®No Brownfield Opportunity Area(BOA); designated State or Federal heritage area;watershed management plan; or other?) If Yes,identify the plan(s): c. Is the proposed action located wholly or partially within an area listed in an adopted municipal open space plan, ❑Yes®No or an adopted municipal farmland protection plan? If Yes,identify the plan(s): Page 2 of 13 C.3. Zoning a. Is the site of the proposed action located in a municipality with an adopted zoning law or ordinance. ®Yes❑No If Yes,what is the zoning classification(s)including any applicable overlay district? b. Is the use permitted or allowed by a special or conditional use permit? ®Yes❑No c.Is a zoning change requested as part of the proposed action? ❑Yes®No If Yes, i. What is the proposed new zoning for the site? CA.Existing community services. a.In what school district is the project site located?GREENPORT SCHOOL DISTRICT b.What police or other public protection forces serve the project site? SOUTHOLD,TOWN..POL;ICE DEPT.: c.Which fire protection and emergency medical services serve the project site? GREENPORT FIRE DEPARTMENT d.What parks serve the project site? SOU T HOLD TOW BEACH AND MOORES WOODS D.Project Details D.1.Proposed and Potential Development a. What is the general nature of the proposed action(e.g.,residential,industrial,commercial,recreational; if mixed,include all components)? RECREATIONAL, b. a.Total acreage of the site of the proposed action? 2.3..6 acres b.Total acreage to be physically disturbed. UNDER 5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 23.6 acres c.Is the proposed action an expansion of an existing project or use? ®Yes❑No i. If Yes,what is the approximate percentage of the proposed expansion and identify the units(e.g.,acres,miles,housing units, suare feet)? % 1 q )� 1;54% Units: 21 UNITS+1 PAVILLION .....................m_.___ ...... d.Is the proposed action a subdivision,or does it include a subdivision? ❑Yes ONo If Yes, i. Purpose or type of subdivision?(e.g.,residential,industrial,commercial;if mixed,specify types) I ... _ .... ------------------ ------— . -----...........................................................--------- ------ ii. Is acluster/ conservation layout proposed? ❑Yes®No iii.Number of lots proposed? iv. Minimum and maximum proposed lot sizes? Minimum Maximum e.Will proposed action be constructed in multiple phases? ❑YesONO i. If No,anticipated period of construction: months ii. If Yes: • Total number of phases anticipated • Anticipated commencement date of phase 1 (including demolition) month year • Anticipated completion date of final phase month wear • Generally describe connections or relationships among phases,including any contingencies where progress of one phase may determine timing or duration of future phases: ..... Page 3 of 13 f.Does the project include new residential uses? ❑Yes No If Yes,show numbers of units proposed. One Family Two Family Three Family M ultipic Family four or more Initial Phase At completion of all phases g.Does the proposed action include new non-residential construction(including expansions)? ®Yes❑No If Yes, i.Total number of structures 21 ii. Dimensions(in feet)of largest proposed structure: 17' height; 20 width; and 30 length iii. Approximate extent of building space to be heated or cooled: _ 11,520 square feet h.Does the proposed action include construction or other activities that will result in the impoundment of any ❑Yes No liquids,such as creation of a water supply,reservoir,pond,lake,waste lagoon or other storage? If Yes, ii. If a water impoundment,the principal a...... . .... i. Purpose of the impoundment: p l sourrcco _e of the water. Ground water❑Surface water streams ❑Other specify: _...rrr.....�.........................................._.... iii. If other than water,identify the type of impounded/contained liquids and their source. iv. Approximate size of the proposed impoundment. Volume: million gallons; surface area: acres v. Dimensions of the proposed dam or impounding structure: height; length vi. Construction method/materials for the proposed dam or impounding structure(e.g.,earth fill,rock,wood,concrete): D.2. Project Operations a.Does the proposed action include any excavation,mining,or dredging,during construction,operations,or both? Yes No (Not including general site preparation,grading or installation of utilities or foundations where all excavated materials will remain onsite) If Yes: i.What is the purpose of the excavation or dredging? _ ii. How much material(including rock earth sediments etc.)is propos --------._................__ (' g ed to be removed from the site? • Volume(specify tons or cubic yards): -------------.m........................ ... _-- • Over what duration of time? iii. Describe nature and characteristics of materials to be excavated or dredged,and plans to use,manage or dispose of them. ...................... ................r-W.. iv. Will there be onsite dewatering or processing of excavated materials? ❑YesNo If yes,describe I v. What is the total area to be dredged or excavated? --------------------- . acres Vi. What is the maximum area to be worked at any one time? .................acres vii. What would be the maximum depth of excavation or dredging? feet viii. Will the excavation require blasting? ❑Yes®No ix. Summarize site reclamation goals and plain b.Would the proposed action cause or result in alteration of,increase or decrease in size of,or encroachment 11Yes0No into any existing wetland,waterbody,shoreline,beach or adjacent area? If Yes: i. Identify the wetland or waterbody which would be affected(by name,water index number,wetland map number or geographic description) _ -------- . ------- ... Page 4 of 13 ii. Describe how the proposed action would affect that waterbody or wetland,e.g.excavation,fill,placement of structures,or alteration of channels,banks and shorelines. Indicate extent of activities,alterations and additions in square feet or acres: m iii. Will proposed action cause orresult in disturbance to bottom sediments? ❑YesNo If Yes,describe: ro osed action cause or result....... iv. Will �tr . ........................_ proposed n the destruction or removal of aquatic vegetation? ❑Yes®No If Yes: • acres of aquatic vegetation proposed to be removed: • expected acreage of aquatic vegetation remaining after project completion: • purpose of proposed removal(e.g.beach clearing,invasive species control boat access): • proposed method of plant removal: • if chemical/herbicide treatment will be used,specify product(s): v. Describe any proposed reclamation/mitigation following disturbance: c.Wil]the proposed action use,or create a new demand for water? ❑Yes[Z]No If Yes: i. Total anticipated water usage/demand per day: gallons/day ii. Will the proposed action obtain water from an existing public water supply? ®Yes❑No If Yes: • Name of district or service area: SUFFOLK COUNTY WATER AUTHORITY • Does the existing public water supply have capacity to serve the proposal? ®Yes[--]No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No • Do existing lines serve the project site? ®Yes❑No iii. Will line extension within an existing district be necessary to supply the project? ❑Yes Olo If Yes: • Describe extensions or capacity expansions proposed to serve this project: WATER LINES FOR EACH INDIVIDUAL CABIN WILL BE REQUIRED ......... ..... • Source(s)of supply for the district _____ iv. Is a new water supply district or service area proposed to be formed to serve the ro'ect site? Y pp y p p � ❑ es®No If,Yes: • Applicant/sponsor for new district ............__................. 1111..... _______ ...... .. • Date application submitted or anticipated: --------1 • Proposed source(s)of supply for new district: _ v. If a public water supply will not be used,describe plans to provide water supply for the project _ _ --- __. _. .._____- -- ---- ----- —-----— . ......... .11..11 111.1 ..........................................--- -------------- ....- Vi.If water supply will be from wells(public or private),maximum pumping capacity: gallons/minute. d.Will the proposed action generate liquid wastes? ®Yes❑No If Yes: i. Total anticipated liquid waste generation per day: gallons/day ii. Nature of liquid wastes to be generated(e.g.,sanitary wastewater,industrial;if combination,describe all components and approximate volumes or proportions of each): sanitary waste water iii. Will the proposed action use any existing public wastewater treatment facilities? ®.Y....... .......... ... .__ es❑No If Yes: • Name of wastewater treatment plant to be used: GREENPORT 1111... 1111... .. .................... . ......... • Name of district: GREENPORT • Does the existing wastewater treatment plant have capacity to serve the project? ®Yes❑No • Is the project site in the existing district? ®Yes❑No • Is expansion of the district needed? ❑Yes®No Page 5 of 13 • Do existing sewer lines serve the project site? ®Yes❑No • Will line extension within an existing district be necessary to serve the project? ®Yes❑No If Yes: • Describe extensions or capacity expansions proposed to serve this project: .......... AN ADDITIONAL PUMP STATION IS TO BE INSTALLED TO PUMP CABIN WASTE TO EXISTING SEWER LIFT STATION. iv. Will a new wastewater(sewage)treatmentdistrict be..................................... — formed to serve the project site? Yes No If Yes: • Applicant/sponsor for new district: ...................._ • Date application submitted or anticipated: r� • What is the receiving water for the wastewater discharge? �rr... v. If public facilities will not be used,describe plans to provide wastewater treatment for the project,including specifying proposed receiving water(name and classification if surface discharge,or describe subsurface disposal plans): ....-----._. ................................................................... ................ ... Y ................ ..........._..__......_........ Vi. Describe any plans or designs to capture,recycle or reuse liquid qutd waste e.Will the proposed action disturb more than one acre and create stormwater runoff,either from new point ❑YesNo sources(i.e.ditches,pipes,swales,curbs,gutters or other concentrated flows of stormwater)or non-point source(i.e.sheet flow)during construction or post construction? If Yes: i. How much impervious surface will the project create in relation to total size of project parcel? Square feet or acres(impervious surface) Square feet or acres(parcel size) ii. Describe types of new point sources. ...... iii. Where will the stormwater runoff be directed(i.e.on-site stormwater management facility/structures,adjacent properties groundwater,on-site surface water or off-site surface waters)? ....... ... ........ ............. • If to surface waters,identify receiving water bodies or wetlands: • Will stormwater runoff flow to adj acent p roperties? ❑Yes❑No iv, Does proposed plan minimize impervious surfaces,use pervious materials or collect and re-use stormwater? ❑Yes❑No f. Does the proposed action include,or will it use on-site,one or more sources of air emissions,including fuel ❑Yes No combustion,waste incineration,or other processes or operations? If Yes,identify: i.Mobile sources during project operations(e.g.,heavy equipment,fleet or delivery vehicles) .......................................... .., �.. ............. ii. Stationary sources during construction( .g.>power generation,structural heating ... ,,,,,m.._...w.... ........ w.�. ,, .............. batch plant,crushers) .............. __... ._ ..... ......... „_... iii. Stationary sources during operations(e.g.,process emissions,large boilers,electric generation) g.Will any air emission sources named in D.2.f(above),require a NY State Air Registration,Air Facility Permit, ❑Yes No or Federal Clean Air Act Title IV or Title V Permit? If Yes: L Is the project site located in an Air quality non-attainment area? (Area routinely or periodically fails to meet ❑Yes❑No ambient air quality standards for all or some parts of the year) ii. In addition to emissions as calculated in the application,the project will generate: • 1 erns/yearn(short tons)of Carbon Dioxide(CO,) • Tons/year(short tons)of Nitrous Oxide(N,O) • Tons/year(short tons)of Perfluorocarbons(PFCs) • Tons/year(short tons)of Sulfur Hexafluoride(SF6) • C'"rns,�tear(short tons)of Carbon Dioxide equivalent of Hydroflourocarbons(HFCs) • I'misiyear(short tons)of Hazardous Air Pollutants(HAPS) Page 6 of 13 h.Will the proposed action generate or emit methane(including,but not limited to,sewage treatment plants, ❑Yes®No landfills,composting facilities)? If Yes: i. Estimate methane generation in tons/year(metric). _ ii.Describe any methane capture,control or elimination measures included in project design(e.g.,combustion to generate heat or electricity,flaring): roe th Will i. ' proposed action result in the release of air pollutants from open-air operations or processes,such as Yes No quarry or landfill operations? If Yes:Describe operations and nature of emissions(e.g.,diesel exhaust,rock particulates/dust): j.Will the proposed action result in a substantial increase in traffic above present levels or generate substantial ❑Yes®No new demand for transportation facilities or services? If Yes: L When is the peak traffic expected(Check all that apply): ❑Morning ❑Evening []Weekend ❑Randomly between hours of to . ii. For commercial activities only,projected number of semi-trailer truck trips/day: iii. Parking spaces: Existing Proposed _ Net increase/decrease _ iv. Does the proposed action include any shared use parking? ❑Yes❑No v. If the proposed action includes any modification of existing roads,creation of new roads or change in existing access,describe:. .. ------_--- -- -----------____— vi. Are public/private transportation service(s)or facilities available within %mile of the proposed site? ❑Yes❑No vii Will the proposed action include access to public transportation or accommodations for use of hybrid,electric ❑Yes❑No or other alternative fueled vehicles? viii.Will the proposed action include plans for pedestrian or bicycle accommodations for connections to existing ❑Yes❑No pedestrian or bicycle routes? k.Will the proposed action(for commercial or industrial projects only)generate new or additional demand Yes No for energy? If Yes: i. Estimate annual electricity demand during operation of the proposed action: n. Anticipated.. ..... ' s :---- ---- :— ources/suppliers of electricity for the project(e.g.,on-site combustion,on-site renewable,via grid/local utility,or other): or iii. Whproposed action require a new, an upgrade to,an existing substation. ®Yes❑No 1.Hours of operation. Answer all items which apply. i. During Construction: ii. During Operations: • Monday-Friday:.......... � ...._...__-- - • Monday-Friday:..,............ ...........�...�...24/7 ....................�.�........._....---- • Saturday: _ • Saturday: 24/7 Sunda • Sunda 24/7 • Holidays: 0 Holidays: 24/7 Page 7 of 13 m.Will the proposed action produce noise that will exceed existing ambient noise levels during construction, ®Yes❑No operation,or both? If yes: i. Provide details including sources,time of day and duration: CONSTRUCTION EQUIPMENT FROM 8AM-6PM ii. Will proposed action remove existing natural barriers that could act as a noise barrier or screen? ❑Yes ONo Describe: n.. Will the proposed action have outdoor lighting? ®Yes❑No If yes: i. Describe source(s),location(s),height of fixture(s),direction/aim,and proximity to nearest occupied structures: AT ARE DARK SKY COMPLIANT......... WALL MOUNTED ENTRY FIXTURES ON EACH„CABINTH,mI'll - - ---------- ---------- ii. Will proposed action remove existing natural barriers that could act as a light barrier or screen? ❑Yes ONo Describe: ................... . .. ..... .. ..... o. Does the proposed action have the potential to produce odors for more than one hour per day? ❑Yes ONo If Yes,describe possible sources,potential frequency and duration of odor emissions,and proximity to nearest occupied structures: p.Will the proposed action include any bulk storage of petroleum(combined capacity of over 1,100 gallons) El Yes ONo or chemical products 185 gallons in above ground storage or any amount in underground storage? If Yes: i.Product(s)to be stored ii. Volume(s) per unit time (e.g.,month,year) iii. Generally describe proposed storage facilities: q.Will the proposed action(commercial,industrial and recreational projects only)use pesticides(i.e.,herbicides, ❑Yes ®No insecticides)during construction or operation? If Yes: i. Describe proposed treatment(s): ii. Will the ro posed.,action use Integrated Pest Mana ement Practices? ❑ Yes []No r.Will the proposed action (commercial or industrial projects only)involve or require the management or disposal ❑ Yes ONo of solid waste(excluding hazardous materials)? If Yes: i. Describe any solid waste(s)to be generated during construction or operation of the facility: • Construction: ._,......_................�..............._..........- ........,......,. tons per ,...........,......................... (unit of time) • Operation : tons per (unit of time) ii. Describe any proposals for on-site minimization,recycling or reuse of materials to avoid disposal as solid waste: • Construction: .. • Operation: iii. Proposed dis disposal methods/facilities for solid waste p .. ... ..... .......... ........ generated on-site: • Construction: ---- .......... • Operation: .... ..... ........... Page 8 of 13 s.Does the proposed action include construction or modification of a solid waste management facility? ❑Yes® No If Yes: i. Type of management or handling of waste proposed for the site(e.g.,recycling or transfer station,composting,landfill,or other disposal activities): ii. Anticipated rate of disposal/processing: • Tons/month,if transfer or other non-combustion/thermal treatment,or • Tonsihour,if combustion or thermal treatment iii. If landfill,anticipated site life: years t.Will proposed action at the site involve the commercial generation,treatment,storage,or disposal of hazardous ❑Yes®No waste? If Yes: i. Name(s)of all hazardous wastes or constituents to be generated,handled or managed at facility: ...... ........ .......................— ii. Generally describe processes or activities involving hazardous wastes or constituents: .............. ......................................................... iii. Specify amount to be handled or generated tons/month iv. Describe any proposals for on-site minimization,recycling or reuse of hazardous constituents: ..... ......... ......... ............ C .. v. Will any hazardous wastes be disposed at an existing offsite hazardous waste facility? Yes No If Yes:provide name and location of facility: ................................................. .. ........................... ....... ..... ... ._ . .................... If No. describe proposed management of any hazardous wastes which will not be sent to a hazardous waste facility. E.Site and Setting of Proposed Action E.1.Land uses on and surrounding the project site a.Existing land uses. i. Check all uses that occur on,adjoining and near the project site. ❑ Urban ❑ Industrial ❑ Commercial ❑ Residential(suburban) ❑ Rural(non-farm) ❑ Forest ❑ Agriculture ❑ Aquatic ❑ Other(specify): ii. If mix of uses,generally describe: b.Land uses and covertypes on the project site. � - Land use or Current Acreage After Change Covertype Acreage Project Completion (Acres+/-) • Roads,buildings,and other paved or impervious surfaces +.26 ...W...... • Forested p grasslands or brushl • Meadows,g ands(non- agricultural,including abandoned agricultural) • Agricultural 0 (includes active orchards,field,greenhouse etc.) • Surface water features (lakes,ponds,streams,rivers,etc.) 0 • Wetlands(freshwater or tidal) p • Non-vegetated(bare rock,earth or fill) 6 Other _..._. ..�W Describe: o Page 9 of 13 ............................... --------- c.Is the project site presently used by members of the community........for public recreation? E]Yes[DNo i. If Yes:explain: .................... ------ ... d.Are there any facilities serving children,the elderly,people with disabilities(e.g.,schools,hospitals,licensed Elyes[Z]No day care centers,or group homes)within 1500 feet of the project site? If Yes, i. Identify Facilities: ......... ------ ................... .......................................... ............ ........... ............... e.Does theproject site contain an existing dam? [--]YesONo If Yes: i. Dimensions of the dam and impoundment: • Dam height: ................................ feet • Dam length: ---------------- feet • Surface area: acres • Volume impounded: gallons OR acre-feet ii. Dam's existing hazard classification: ---------------------------------------------------------- W. Provide date and summarize results of last inspection: .............------------ ........................................................................................ ................................. ................................................................................... f.Has theproject site ever been used as a municipal,commercial or industrial solid waste management facility, E]YesONo or does the project site adjoin property which is now,or was at one time,used as a solid waste management facility? If Yes: i. Has the facility been formally closed? [:]YesE] No 0 If yes,cite sources/documentation: ............................................................ ----- U - . Describe the location of the project site relative to the boundaries of the solid waste management facility: ....................................................................... ....... ... ................................................................... .......... .......................... iii. Describe any development constraints due to theprior solid waste activities: ------------------- g.Have hazardous wastes been generated,treated and/or disposed of at the site,or does the project site adjoin E]YesONo property which is now or was at one time used to commercially treat,store and/or dispose of hazardous waste? If Yes: i. Describe waste(s)handled and waste management activities, including approximate time when activities occurred: .......................................................... ....... -–-------- -------------------------------------------.................................... .....................— - h. Potential contamination history. Has there been a reported spill at the proposed project site,or have any E]YesO No remedial actions been conducted at or adjacent to the proposed site? If Yes: L Is any portion of the site listed on the NYSDEC Spills Incidents database or Environmental Site E]YesONo Remediation database? Check all that apply: El Yes–Spills Incidents database Provide DEC ID number(s): El Yes–Environmental Site Remediation database Provide DEC ID number(s): ------- El Neither database ii. If site has been subject of RCRA corrective activities,describe control measures:- .................................................................................................... ........................... ....................................................................— ..................................................................................................................................... ...................................... .............. iii. Is the project within 2000 feet of any site in the NYSDEC Environmental Site Remediation database? [--]Yes[Z]No If yes,provide DEC ID number(s): ........ .................................... iv. If yes to(i),(ii)or(iii)above,describe current status of site(s): ...................... -–----- .......... Page 10 of 13 .. __......... v. Is the project site subject to an institutional control limiting property uses? ❑Yes®No • If yes,DEC site ID number: .......... umber: .......... ------ ..... - mm ........._........ ................ • Describe the type of institutional control(e.g.,deed restriction or easement): • Describe any use limitations: • Describe any engineering controls project engineering .....,�.p... ........ __-... .. ❑Y. • Will the ro'ect affect the institutional or en ineerin controls in lace? es[Z]No • Explain: E.2. Natural Resources On or Near Project Site a.What is the ave__.. the average depth to bedrock on the project site? N/A feet b.Are there bedrock outcroppings on the project site? ❑Yes®No If Yes,what proportion of the site is comprised of bedrock outcroppings? % c.Predominant soil type(s) resent on project site: typ O p p j : SANDY LOAM ®/° d.What i....... .. s the average depth to the water table on the project site? Average: N/Afeet e.Drainage status of project site soils:❑ Well Drained: 100%of site ❑ Moderately Well Drained: --.--%of site ❑ Poorly Drained %of site f.Approximate pp imate proportion of proposed action site with slopes: ® 0-10%: 90 %of site ❑ 10-15%: %of site ❑ 15%or greater: %of site g.Are there any unique geologic features on the project site? ❑Yes®No If Yes,describe: h. Surface water features. i. Does any portion of the project site contain wetlands or other waterbodies(including streams,rivers, ❑Yes®No ponds or lakes)? ii. Do any wetlands or other waterbodies adjoin the project site? ®Yes❑No If Yes to either i or ii,continue. If No,skip to E.2.i. iii. Are any of the wetlands or waterbodies within or adjoining the project site regulated by any federal, ®Yes❑No state or local agency? iv. For each identified regulated wetland and waterbody on the project site,provide the following information„ 0 Streams: NameClassification ........................... . ........ — . Lakes or Ponds: NameClassification Wetlands: Name MOOR .. . ® ES DRAIN Approximate Size 194.8 ACRES Wetland No.(if regulated by DEC) v. Are any of the above water bodies listed in the most recent compilation of NYS water quality-impaired ❑Yes ONo waterbodies? If yes,name of impaired water body/bodies and basis for listing as impaired: ... i.Is the project site in a designated Floodway? ❑Yes®No Is the project site in the j. p j 100 year Floodplain? ❑Yes®No k.Is the project site in the 500 year Floodplain? ❑Yes®No 1.Is the project site located over,or immediately adjoining,a primary,principal or sole source aquifer? ❑Yes®No If Yes: i. Name of aquifer: . Page 11 of 13 in. Identify the predominant wildlife species that occupy or use the project site: DEER,BIRDS AND TYPICAL FAUNA ------ FOR WOODLAND SITES n.Does the project site contain a designated significant natural community? ❑Yes®No If Yes: L Describe the habitat/community(composition,function,and basis for designation): ii. Source(s)of description or evaluation: iii. Extent of community/habitat: • Currently: acres • Following completion of project as proposed: acres • Gain or loss(indicate+or-): acres o.Does project site contain anyspeciesof plant or animal that is ................... by t �IT nimal that�s listed by the federal government or NYS as ❑Yes[Z]No endangered or threatened,or does it contain any areas identified as habitat for an endangered or threatened species? . . Does the project site contain an species of plant or animal that is listed b NYS a rare,p. p j y p p y s are,or as a species of ❑YesNo special concern? q.Is the project site or adjoining area currently used for'hunting,ting,trapping,fishing or shell fishing? _ ®Yes❑No........ . If yes,give a brief description of how the proposed action may affect that use: WILL NOT AFFECT THAT USE-THERE IS LIMITED BOW HUNTING ON THE .... KNOW AS MOORES„WOO.D.S.�................................. E.3. Designated Public Resources On or Near Project Site a.Is the project site,or any portion of it,located in a designated agricultural district certified Pied pursuant to ❑Yes®No Agriculture and Markets Law,Article 25-AA, Section 303 and 304? If Yes, provide county plus district name/number: b.Are agricultural lands ...... ' consisting of highly productive soils present? ❑Yes®No i. If Yes:acreage(s)on project site ii. Source(s)of soil rating(s): m„ c. Does the project site contain all or part of or is it substantially contiguous to,a registered National ❑Yes®No Natural Landmark? If Yes: i. Nature of the natural landmark: ❑Biological Community ❑ Geological Feature ii. Provide brief description of landmark,including values behind designation and approximate size/extent: d.Is the project site located in or does .. ....�.. p j it adjoin a state listed Critical Environmental Area? ❑Yes®No If Yes: i CEA name: ......... ......... ........ ii. Basis for designation: iii. Designating agency and date: Page 12 of 13 e.Does the project site containoris it substantially contiguous p � _ lly contiguous to,a building,archaeological site,or district ❑Yes®No which is listed on,or has been nominated by the NYS Board of Historic Preservation for inclusion on,the State or National Register of Historic Places? If Yes: i.Nature of historic/archaeological resource: El Archaeological Site ❑Historic Building or District ii.Name: iii. Brief description........... _ ....... ..........................___........................�...m..........mm,. of attributes on which listing is based: ........... f.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑Yes®No archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? Have additional archaeological or historic sites or resources been identified on the project site? Yes No g• g• ( ) P j ❑ � If Yes: i.Describe possible resource(s): ii. Basis for identification: h.Is mmmmmmmdesignated°'°......... ... ...........r._��mm...m�...........m _ � the project site within fives miles of an officially and publicly accessible federal,state,or local ®Yes❑No scenic or aesthetic resource? If Yes: i. Identify resource INLET COUNTARK _____ ,Y Pm_., ii. Nature of or basis for,designation(e.g.,established highway overlook state or local park,state historic trail or scenic etc.):LOCAL PARK — p .j.... _........�......M�.����..w............................__AN 1 MILE miles. in. Distance between ro ect and resource: LESS THAN ...... i. Is the project site located within a designated river corridor under the Wild,Scenic and Recreational Rivers ❑YesNo Program 6 NYCRR 666? If Yes: i. Identify the name of the river and its designation: ii. Is the activity consistent with development restrictions contained in 6NYCRR Part 666? ❑Yes❑No F.Additional Information Attach any additional information which may be needed to clarify your project. If you have identified any adverse impacts which could be associated with your proposal,please describe those impacts plus any measures which you propose to avoid or minimize them. G. Verification I certify that the information provided is true to the best of my knowledge. Applicant/Sponsor Name rSea.n Magnuson Date 12/17/2019 Si n•°wrc w. Title PRINT FORM Page 13 of 13 Town of'Southold .A. INSTRUCTIONS l.. All. applicants f'inr permits* incquding Town. of Southold agencies, shall complete this CCAF" for proposed actions that are subject to the Town.of Southold Waterfront Consistency Review Law. his msessm nt is intended to supplerarn rnt ot.:ltcwr information Lea d by a Tawe of Southold agency in nnnalcin , a determination of consistency, h,a cglw minor exempt actions inchrchi4," Buikfi ng ["-'e a is raid o1he r. t fr.#c4nn'e41 witfrtrr the Cc n s cry" ft"a:xv c/< r°cw. r minor action list, policies and explanations of each policy contained in tlne Tov✓n:t of Southold Local Waterfront Revitalization Program. ls�,mll�a��c��0 action w ilA fie qyN��g��� . .�I 1�� �I,s r�aa nific nt: bennnwln ,al and nndvorse effects n.ptll� �c�.� t�nG area l�slaa�r;g inb l?udes all f Soul ho d�'1'c�~'~%wn).: 3, lf any question in Section C on,this f en is mn ered "Pyes" or " ", ten the proposed d action will of e t the achievement of t : LWRP policy s~larn far a and coz litkms Comained, in the consistency review law, �Tlnna each anss's�ve mut be -U-42in: n.! in�l twn.11 lnstlnn��let:;,th ��nnn� ,tr flr� nnnnW��n, nn- la(ant n . -m ks. if an action cannot be rtified as consistent with the LW.R.P policy standards arid conditions, it sl ala not be undertaken. A copy of the I..,WRP is available in the filo-wing place& rnnlin e at tine 'll"Darn:of onnthol 's website (snanntholdto m nrartlal'inrk-net); the Bnnnnrc"l ofTnastee&(.:lrfffice, the Pla nnn.i.rigDepanment, all to ail fibraries ami t1w,Town Clerk's office, B. 11.)�!drr.��y/ryy++�g'P,,��Cyy 1_ly�ry"11110 Gide! lf"�+. 5D PROPOSED ACTION ,TIO CTMfi PROJECT i TERN LONG 0r ANDA PC3ROUND The Application has freen submitted to (check appropriate response): ,- IIII .1°own Board Y.... ,..� Planm.nni n Bard 1!1 Building Dept. Board ofTrustees 1- Category of'Yo n of Southold agency action(check c k appropr a.te response), (a), Action undertal erne directly by Town agency(e.g. capital co nstra t.io n, lalannrnin actin aty, agency r ulati , land transaction) E�II rX%1,' nnu� arrc : grant, loan,h Sni.'ui;;sG ) (c) permit, approval, license, crertific;ation: Nature and: extent of action: CONSTRUCTION OF 20 SEASONAL CABIN& 450 SQ.. FT WTH 90 ,M FT 00-S:Ii:1,. '^ ^; m- "k-, . .t _f Q,_E- ll"...1 E,CA ;. THE RC) OD CONVERSF ON CSF .TENT SITES TO CABINS L.1_ REQUIRE EXPANSION F THE EXISTING TNG UTIL9 PROVIDED BY THE hial..l_AGE OF GREEI PORT ND SCS A.. Location of action: SOUTHEAST CORNER OF PROPOERTY .................. Site acreage .............. 23.6.1..... .......................... Present land use: CAMPGROUND WITH 186 APPROVED CAMP SITES ------------ ........ Present zoning classification: RR- RESORT RESIDENTIAL ..........................................................................RESORT.. ............................ 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: Sean Magnuson (b) Mailing address:,, 825 QUEEN STREET, GREENPORT, NY (c) Telephone number: Area Code 631.953,3899 (d) Application number, if any Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 1:1 NoFX -1 If yes,which state or federal agency?—, C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. 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 LWPP Section M- Policies; Page 2 for evaluation criteria. lil Yes 0 No 7 Not Applicable EASIESN LONG ISLAND KAM�PGROUND HAS ,.-HZLP-- -T-Q-PRESgip VETHE 23,61 ACRES FOR OVER 45 YEARS. THE KAMPGROUND OFFERS A UNIQUE EXPERIENCE FOR THE 63 SEASONAL RV'-g[T�,"THE-96-SH-O-FAT—TERM SITES, AND THE-33--T-E'gT-gfTES. 'C,Cj �NTLY THE Sl ES AKE UNDER-UTtLI'ZED,—THE'PROP'OSEEY"UPGRA-DE70 CAMITS VVlLrPROV0E-"E-VV— ALTER-1`41TIVE FO I-SITO-RS-COM,I,NG,,TO-THE",NO,RTH-F-ORI�T(D--,V,[SIT,-O,L-JR.-BEACH-E-S-AND ENJOY-G-UR--N,)kT,-URA-L-ENV![R,O�N-MF--N T. ...................................... 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 7 Yes KI NoF❑ -] Not Applicable Attach additionall 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 F] No D"KoMpplicable Attach additional sheets if necessary � ".. ..... _ .�___..� � ....� NATURALCOAST 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 No ® Not Applicable Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria Yes F1 No Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ID, Yes ❑ No 0 Not Applicable .............. ............. . ............... ..... ...................... .............................. .......... ................... ..........1-.......-—---- Attach additional—sheets if nece—ssary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. X-] Yes F-] No[:] Not Applicable BY MINUMIZING THE IMPACT ON THE CABIN SITES WE INTEND TO PRESERVE THE --UAIM-0- TREES.-OF""'EXISTTNG-TREES.---- ...... .......... 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. �7X Yes 1:1 No 1:1 Not Applicable THE KAMPGROUND IS COMMITED TO THE REUSE AND RECYCLING OF ALL WASTE THE MA-X1V[UM'EXTEN'TPOSSiBL:E____ .... ............... ..... ....................... ............ ................... .......... ...... -—-—--——- ...............-11. ............................... .............. 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. FXI YesEl No Not Applicable THE KAMPGROUND IS OPEN TO THE IDEA OF BEING USED FOR COMMUNITY EVENTS ,— THERE ARE ACRES WHICH SRE CURRENTLY SEQ FOR SPORTING ACTIVITIES,. 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 M-Policies; Pages 47 through 56 for evaluation criteria. Yes No Not Applicable Attach additional slieets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section M-Policies; Pages 57 through 62 for evaluation criteria. 1:1 Yes D No DN Not Applicable . ......... . ........... .......... M-i—adadditional'-sh-c-e-ts i Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-Policies; Pages 62 through 65 for evaluation criteria. [] Yes 1:1 No 1'❑^1 Not Applicable .. ........................................ ------- ...... .............11............... ................. ................. .............. ............................. ........ .......... ........................ ............................ _............. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section IR-Policies; Pages 65 through 68 for evaluation criteria. Yes F-1 No 0 Not Applicable ................... -- -——----------- PR.EPARED TITLE AGENT FOR �OWNER DATE 12/17/2019 Amended on 811105 Short Environmental Assessment Form Part I - Project Information histructions for CCin,pleflu Part I -Project Information. The applicant or.project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current inforniation. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I -Project and Sponsor Information Name of Action or Project: EASTERN LONG ISLAND KAMPGROUND; HNF RESORTS INC. Project Location(describe, and attach a location map): 690 QUEEN STREET, GREENPORT, NY 11944 Brief Description of Proposed Action: RECONFIGURE EXISTING CAMPGROUND TO ACCOMONDATE THE CONSTRUCTION OF 20 CABINS AND A COMMUNITY ROOM IN THE SOUTHEAST CORNER OF THE PROPERTY, REPLACING THE EXISTING TENT CAMPING SPOTS. THE CABINS WILL BE TIED INTO THE EXISTING SANITARY SEWER SYSTEM PROVIDED BY THE VILLAGE OF GREENPORT, THEY WILL BE WOOD FRAME STRUCTURE ON CONCRETE PIERS. ........................ Narne of Applicant or Sponsor: Telephone: 631.953.3899 EASTERN LONG ISLAND KAMPGROUND/ SEAN MAGNUSON E,Mail: sean@hnftech.com Address: 690 QUEEN STREET, City/PO: State: Zi Code: I GREENPORT, NY 1"69144 .................... I I.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and pen-nit or approval. 'Building Dept.Town of Southold and Planning Board Approval Town of Southold. 0 ........................... "Ta.Total acreage of the site of the proposed action?—- 6 acres b.Total acreage to be physically disturbed? >1__,_acres c.Total acreage(project site and any contiguous properties)owned 23.61 or controlled by the applicant or project sponsor? ,--acres 4. Check all land uses that occur on,adjoining and near the proposed action. E]Urban [I Rural(non-agriculture) EjIndustrial F]Cornmercial ©Residential(suburban) ElForest DAgriculture E3Aquatic 00ther(specify): ®Parkland Page 1 of 3 actio _._. proposed _ O I'S 5. Is then NdA a. A.permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? � 6. Is the a..proposed action consistent with the predominant character.of the existing built or natural NO —YES_ landscape? site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area. N .�....ls the... __..._.. � O ICES P P .D _... If Yes,identify: IFX/11 El proposed action result in a substantial 8. a. WiLI the increase in traffic above present levels?_..� ._.__..-....._ .-NO YES...,. b.Are public transportation service(s)available at or near the site of the proposed action? c_Are any pedestrian accommodations or bicycle routes available on or,near site of the proposed action?' � w _ .... �_- 9. Does the action meet or exceed the state energy code requirements? w NO YES proposed gY' If theproposed " .._.. „ will exceed requirements,describ. e design features and technologies l 10. Will the proposed action connect to an existing public! rivate" p water supply.? NO YES.....�... If No,describe method for providing potable water: 11. Will the proposed action connect to.existing wastewater utilities?� ilities'? NO YES If No,describe method for providing wastewater treatment: Dothe site contain a structure that is ' listed an either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area's _13. a.Does any portion Y P n of the site of the proposed action,or lands adjoining the proposed action,contain NO YIJ'S wetlands or other waterbodies regulated by a federal,state or local agency? b.Would proposed P Y i Y Y any g r waterbody If Yesidentify the wetland oriwaterbodalandlextent of alterations tris uare feet or acres:-- .__ El .... the typical El types tyes that occur on,or are likely to be round on the project site. Check a➢1 that apply: 14.. Identify p Shoreline ❑AgTiculturaUgrasslands Ew—ly mid-successional ❑ Wetland E]Urban El Suburban 15.Does theIT �M site of the proposed action contain any species of aniiriaL,or associated habitats,listed NO YES by the State or Federal,government as threatened or endangered? El 16.IS the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point r n _ p or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? XNO DYES 1C1 b. Will storm water discharges be directed to established conveyance synKtns(njnoffand storm drains)? If Yes,briefly describe: MNO []YES Page 2 of 3 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: t...._ 19. Has the site of the proposed action or an adjoining property been he location of an active or closed NO YES solid waste management facility? If Yes,describe: .......... 20,,Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: F ................................. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: .................... (JI 9 �Signature: PRINT FORM Page 3 of 3 Eastem Long Island Carnpground Tinieline SCT M#1000-40-3-5 April 10, 1975-letter from Suffolk County Planning for a change of zone including conditions -162 units. May 27, 1975-public hearing for change of zone March 29, 1976-Change of Zone approval (from'TOS)-conditions-162 units, 100'-600' open recreational uses. June 10, 1976-ZBA hearing for special exception. June 21, 1976-Site Plan approval June 30, 1975-Agreement with Eastern Long Island Campgrounds and the Village of Greenport for sewer service for 162 units (copy of agreement is in file,if necessary) July 2, 1976-letter from Suffolk County Planning approving revised plan as presented to Southold ZBA (see conditions from July 22, 1976 ZBA approval)and as approved by TOS plarming(site plan approval). July 22, 1976-ZBA approval for special exception- 162 units, 100'-600'needs to remain for open recreational uses i(no structures),parking lot area of 20,1000 square feet must be provided adjacent to the in administration building. August 12, 1976-approved Town Board permit for operation of a Tourist Camp for 73-units. Conditions-improve Queen Street 17 ft(increasing Queen Street to 50'ROW), 100-600' open recreational uses,parking lot of 20,000 sq.ft. adjacent to main administration building. November 9, 1976-Town Board resolution-permit to operate a Tourist Camp,no more than 124 units (adding 51 units to the approved 73 from August 12, 1976), 100'-600'restricted to open recreational uses (no structures),parking lot of 20,000 sq. ft,adjacent to the main administration building. November 8, 1978-Town Board resolution for Recreational Vehicle Park-Increase number of sites from 124 to 148. April 28, 1989-memo from Valerie Scopaz-proposed rezoning from RR to HD-proposed but never followed through. October 1,2005-Suffolk County Department of Health Services-approval for 186 sites- expires September 30, 2008. December 8,2005-Date of plan showing 186 existing campsites-as per proposed site plan. NEW YORK STATT.� DEPART MENI"OF ENV111:'-t0N1V1EN T"Al CONSERVATION 11:)WWon of Msh and MdRfe,Bureau of Ecosystem iiealttw,Re&n i SUNY @Stony B"Wk,50 Ode Road,Stony Brolok,NY e1790 Pl¢(6i),N4+,0275�F�(631)444 0272 wwwAmny,gov December 12, 2019 Eastern Long Island Kampground Sean Magnuson PO Box 89 Greenport, NY 11944 RE: Delineation of a portion of the wetlands adjacent to your property, Eastern Long Island Kampgrounds ( CTM# 1000-40-3-5) Dear Mr. Magnuson, The Department of Environmental Conservation implements Article 24, which is the Fresh Water Wetland Act. Under Article 24, the Department has jurisdiction over all regulated freshwater wetlands and 100 feet landward of those wetlands. Many activities within that jurisdiction require a permit from this Department. Some of these activities are construction of permanent structures, clearing of vegetation, placing fill or grading. Conducting these activities without the benefit of a permit from this Department is a violation of Article 24 of the Environmental Conservation Law (ECL) and 6NYCRR Part 663 (the regulations promulgated under Article 24). Activities greater than 100 feat from NY State regulated freshwater wetlands would not require an Article 24 permit from this Department. On November 15, 2019, staff from the Bureau of Ecosystem Health visited the property for the purposes of delineation the wetland boundary for a proposed project in the southeast corner of the property. The management of the facility is proposing to construct a number of cabins within the wooded portion of the lot, around an existing cleared trail, all in the southeast corner of the property. Staff investigated the wetlands to the east, south and west of the proposed project. No other wetland on or adjacent tot property were evaluated and the following statements only apply to that portion of the property associated with the proposed project in the southeast corner. To the east of the project, staff found the regulated freshwater wetlands to be greater than 200 feet from the property line. As such, staff did not bother to place any flags to demarcate the boundary. CmsprvaUon To the south, staff located the wetland boundary and approximated the distance to be more than 100 feet from the property line. However, the wetland was closer in this location than to the east of the project and staff placed seven flags along the wetland boundary. To the west and southwest of the project, the wetland moves away from the project, but there is a small pocket of wetland. Staff placed 2 flags at the points where that small pocket comes closest to the project. Again, staff estimated the distance from the wetland to the project and felt that the wetland was more than 100 feet from the property. The existing, legally cleared campground is located to the north of the proposed project and there are no regulated freshwater wetlands within 100 feet of the project in that location. Staff are comfortable that all regulated freshwater wetlands are greater than 100 feet from the property in those locations closest to the proposed cabin project. Again, activities greater than 100 feet from regulated wetlands do not require Article 24 permits from this Department. The wetlands come closest to the project in the southwestern portion of the project and may come close to 100 feet from the property line. You should have all of the wetland flags surveyed and placed on a site plan for the project to confirm the distances estimated in the field. For the small possibility that distances estimated in the field were grossly inaccurate, your project is still likely to be out of jurisdiction as you are not proposing to work up to the property line and therefore any regulated activity would be even farther from the wetland. On any site plan for the project you should show a Limit of Clearing, Grading and Ground Disturbance line. That is a work line, in that no work of any kind would take place beyond that line. If that line is 100 feet or greater from all of the wetland flags you would not need an Article 24 permit from this Department. Sincerely, Dan Lewis Eastern Long Island Kamp,giround 690 Queen Street Greenport, NY 11944 12/18/19 Southold Planning Board Southold Planning Dept. 54375 Route 25 Southold, NY 11971 RE: Eastern (Long Island Kampground 690 Queen Street Greenport, NY 11944 Background information • The last approved site plan is dated 9/2006. • The application approves 186 camping locations * 63 seasonal RV sites * 90 short term RV/pop up sites © 33 tent sites • The application also approves 186 parking spots and 80 car overflow Scope of work Located in the Southeast corner of the property approx. 6+ acres are currently designated for tent camping. This proposal eliminates the tent camping sites,those sites are under-rented and therefore under-utilized. These 33 tent sites will be redesigned to accommodate 20 small seasonal cabins.With the addition of the cabins, the Kampground will be able to offer a unique camping experience on the east end. The new pavilion will provide a community recreational building for the guests.All cabins will comply with Article 1 Chapter 253 of the Southold Town code, and all previous planning board conditions. Minimal disruption to the natural environment is key to creating this experience. We intend to locate the cabins within the existing camp site where (possible and minimize the removal of the natural canopy. Taking advantage of the natural landscape for buffer between cabins. We will be able to reuse some of the existing (hard packed) parking areas. The installation of a new lift station will connect the new cabins with the existing Greenport sanitary sewer. Application to the Suffolk County Heath department for expansion of the existing system is underway. Electrical expansion will also be provided by the Village Utility. Water is supplied by SCWA. Description of Structure Seasonal Cabins: • Cedar Shake siding with metal roofs • 450 sq.ft. interior floor space with 90 sq.ft. decks • 18 cabins will have 2 bedrooms and 3 piece bathroom and a limited kitchen 1 w 2cabins will beI bedroom and have ICC/ANS1 -A117.1 compliant 3 piece bathrooms and access ramps. w Propane will beused for ondemand hot water and the range. m Each unit will have anenergy efficient remote split HVAC system. � Fire pits will be provided at each camp site. � Site are limited to 1 parking spot per cabin (overflow parking is located north of the office). Pavilion: 0 Cedar Shake siding with metal roofs w GOOsq.ft. interior floor space with 5OOsq.ft.deck ° The Pavilion will have a [CC/ANS1 -A117.1 compliant bathroom and access ramp. � Asimnp|e wet bar will be installed. � Propane will beused for ondemand hot water and the grill. * The Pavilion will have an energy efficient remote split HVAC system. Lighting: w Interior lighting will becode compliant. • The only exterior lighting proposed is anentry wall mounted fixture for safety. Dark sky compliant fixtures for this purpose is readily available with a maximum wattage nf60. ` • The pavilion will have several wall sconces for safety. • There will be �N<] landscape lighting. Signage � oonew signage will beadded. { � � ;c» } . ...\ / ;J U. t;. err N F ^a �NJ � r e v ^ u i Jla � /.��..pp,� VdU � jI,. � A y uua } n� b t �, I I a �Y �I JF l'l 1 /y dw, `I CD r� ,a Ip r/ l� r I 1 f r I �1 t 2_ ro M: u M rJ �u �7 ✓�r Ym " ii. lyu%i II�i��Y�iId�G�d'i I, I r6 kyr , „ j illi I� ij�.� I � I I If I Ir i V �Y. �irva i �I i r f I �lG%f 7✓ �I I I, n� 'J �i UO I 1 � r, , u r , n. i , , y H 1� u , r � rrrr �� i r m [ � t 1 j\\ 2 \ /%\ OFFICE LOCATION: ��,=L MAILING ADDRESS: Town Hall Annex yf So ,, P.O. Box 1179 54375 State Route 251 ��`` ? Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � ` '` Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: February 5, 2020 Re: Check Please deposit the attached check into B691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name & Type Tax Map # Amount Check D ...... ate/No. Eastern Long Island Kampground 40.-3-5 $1,350.00 2/5/2020 02020 18 ALP Att. 101 � HNF RESORTS INC PO BOX 89 50-666/2'14 ,r GREENPORT,NY 11944 _ DATEPAY J /� r. ORDER O �S"o,On N TO THE ". 1 DOLLARSBNB y � .r Bank FOR RLI04111V6 pzFi-_,9Pr�r ii 00 LO LBii" 1:020.06 G P3 71: 060004 L 784iil o , � r. / GENERAL NOTES O 0 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS / A SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9, 1973 AND TOPOGRAPHIC _ DOWNSPOUT INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC CONCRETE WASHOUT/ (SEESEEARCHITECTURAL PLANS) INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 0 m ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS l DOWNSPOUT ADAPTER(ADS n O EW{R MAR oLE m FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK R1M75.43 / / OR APPROVED EQUAL) p NN ' / (SEE CHART FOR PART NUMBER) SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. PROPOSED RAIN(iARD "A" °,c 'PROPOSED RAIN GARDEN"A" `� ,' 169 CF CAPACITY v 169 CF CAPACITY / / TOP EL 13.0/ I PROPOSED RAIN GARDEN`B` 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. w .-'' TOP EL.15.0 / /' /' BOT.EL.12. ► `\ ,� 95 CF CAPACITY THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE OT.EL 14.0 ,/ 1 ,/ __ I `� TOP EL 12.9 CONFORMED ACCORDINGLY IN THE FIELD. BOT.EL 11.9 PROPOSED GRADE /� 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN EX. CAMP SITES / I I / �.•�" '-" ' v / / ► \ / W i�`�>��\,\� WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 450 BEND(MAX) R°^° I ,,s� :1 I -C �� ® 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. w 6'ADS PIPE(LENGTH VARIES) 0 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL 'g'1 / I 1. � -•i 1 #1 I SNAP CONNECTION LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. /// ► ' 1rl►x 1 x j i _..� " 450BEND(MAX) 6 DEBRIS SHALL NOT BE BURIED ON-SITE. W PART# PIPE SIZE A B C r \ � t pow / W 1 1 111\\ 1 \ I 1 x "r 0364AA 3° 250' 3.25' 4.75• o v 135 DECK : 0364AA 4' 2.50' 3.25' 4.75' a 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 0465AA 4' 3.25' 4.50' 5.00' TRANSPORT AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE /• x 14 / \ 6'ROOF DRAIN LATERAL O ' #2 V 0466AA 4' 2.56' 2.56' 4.63' Z \ I WITH WYE P PLANS. „�� ,/�� / p � 0664AA 6' 3.62" 5.63' 6.43' � •) \ `- 5.3 x� \ 11.• Y #4// `\ \ j "� 0664A 6' 3.62' 5.63' 6.43' \ #19 _�.-/ -, - x ' �1 w / x t4.4 ` : 'Part 0664-AC is PVC NOTE: s•ADS PIPE MAYBE DISTANCE VARIES 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. ` 1 USED WHEN A DOWNSPOUT IS W / \ x I (SEE GRADING AND '�_ O�c \•// // 11 .\ PRO ED*AIN GARDEN"E" 73-4 3 CONNECTED DIRECTLY TO THE DRAINAGE PLAN) K 115 CF CAPACITY x fi\ �3 RAIN GARDEN. 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE \ w __--- I / \ TOP EL.14.2 ,,s ° 6 I \ // TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE ---_ \W / i%\ �1 1 1 l� BOT.EL 132 \ '# 1 \ / EROSION AND SEDIMENT CONTROL".INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR 3j PROPOSED RAIN GARDEN`B" ROOF DRAIN ADAPTER DETAIL _ \ / 95 CF CAPACITY TOP EL.12.9 x / I y• / !� Y M \ \��// \ \ \�/ / BOT.EL.119 ROOF DRAIN NOTES: 10 CONTENTFAS DETERMINED BY STANDARD PROCTOR TEST. ALL BACKILL SHALL BE SELECT GRANULAR MATERIAL OMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE IEX. CAMP SITES #18 / ��' ,/ w PAVILLION \ \ ��\ ,� \ •6 �� ( / •1 `_ O • I / 1. PROVIDE SCREEN AT END OF ROOF DRAIN PIPE AT RAIN GARDENS. 11. LOT AREA-24 ACRES PROPOSED RAIN GARDEN"A"• --( 14.° \ \- -� / 169 CF CAPACITY \ DECK \0� \ I 2. PROVIDE 5'MINIMUM SEPARATION BETWEEN SEWER MAINS AND HOUSE CONNECTIONS. 1 TOP EL.14.0 2. RESORT RESIDENTIAL(RR)ZONE // �',� / // .•/ \ BOT.EL 13.0 x \ ` 14.4 `\ 3. PROVIDE 5'MINIMUM SEPARATION BETWEEN WATER MAINS AND WATER SERVICES. 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. ,.. \ I I 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAYBE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. / -PRfl OSED RAIN GA DEN"A" _- moi' p'�`x� , ' \ 169 CF CAPACITY `� 14 \ L,° TOP EL 11.5 x f` I PROVIDE 5'SEPARATION BETWEEN ROOF DRAIN PIPE AND 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT i /• �� �� ' I LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS /Z/ �' '• /�� � ,-•' ••\ BOT.EL 10.5 ����\ �� ,ss I I I 11.9 WATERISEWER LINES(TYP) NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. / ------- _ - _ #14 \��� c \ ` I #6 ` v \` #g / x 1 PROPOSED RAIN GARDEN"B" TEST H O L E DATA R x / 95 CF CAPACITY s\r� TOP EL 12.0 EL.12.0 DE K / I BOT.EL 11.0 7 \ \ j I F BROWN SILTY SAND(SM) x !O 12 /" _ o•M . i a 1.0' c \ \ EADERS FR�M UNITS 6 TO \`� \ / �� I I w BROWN&PALE BROWN SILT LOW OWITLAND DIRECTLY c'S TO RAIN GARDEI�„� \\ x 4.0' x _ I o BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) X �,-, x I I 1 DECK ; 3 I 7.5(GROUNDWATER ELEV.4.5) •\ `� �'� c� �\` #1 O ► � � � WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY SC&CH \ \ \ \-\ -T rs o \ o�c �( ► 4 x PROPOSED RAIN GARDEN"C" ( ) LEADERS FROM UNITS 9,11 13,_ / #13 \ ¢ \ I 292 CF CAPACITY 8 5T0.FLOW OVER LAND \ \ \ Q I ; 12.6 I TOP EL.11.0 10' DIR LY T0114N GARDEN � \ �� \ x ��\ ) ( � x \ I Z,� 1 I ,, BOT.EL 9.8 a_` \ \\ \ \ / . �c� \\ �►/• / TESTH9LE , 1 I I / WATER IN BROWN CLAY(CH) 1:117" �� '�� '• j \ /-• / z � 1 I /� / TESTHOLEBYMcDiONALD ,�o x /' >rizn i x i I // GEOSCIENCE DATED 7/3012020. \ 1 x / 1 GROUNDWATER ENCOUNTERED PROPOSED RAIN GARDEN"A" 7.5'BELOW GRADE \ PROPOSED RAIN GARDEN ` \ j I x 11-9x/ \� I 169 CF CAPACITY \ \ I / / TOP EL 11.8 \ 356 CF C P\ACIfY •\ 10-6 TOP EL:%5 x \ \ x Q O�c I 1 x 1 BOT.EL 10.8 ` BOT.EL IL5- _ \ \ \ \ 0 II xJUi \ --- x �� DRAINAGE CALCULATIONS: _ I N 80.07'20" \`� _ \�` `��� 11y `\ o� \ W -___ __,- - ` \ •\ "�-� \ `\ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A `� `t-•� \ _ ��.._ \ \ � ' 1 2"RAINFALL. STORAGE TO BE PROVIDED IN RAIN GARDENS. THE DESIGN \ `� �' IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0. pll FLAG x x \ \ \ \ 1 x I W I \ O DRAINAGE AREA"A" (UNITS 2,4, 7, 12, 14, 16, 17, 18, 19, 20) `""'" FrNCr\ / \\ Ln STORAGE REQUIRED: o ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF \ 1°° PROVIDE STORAGE IN RAIN GARDEN: 92 TOP EL.=263.1 SF \ s VA�icE F/O/+� \\ ` \ \\ 1,011.71, BOT.EL. 74.5 SF GREENpp} \\ `\ `-,_----_-_- (263.1 +74.5)/2=168.8 SFX1.0'=169 CF>168.0CF ,, � `\ �� \\ `\ \\ \`� -'- DRAINAGE AREA"B" (UNITS 1, 3&5) 0 STORAGE REQUIRED: RECEIVED' ROOF AREA: 504 SF X 1.00 X 2"/12=84.0 CF F SITE PLAN PROVIDE STORAGE IN RAIN GARDEN: SEP 2 9 2020 TOP EL.=148.0 SF SCALE:1"=40'-0' BOT.EL.=41.9 SF Southold Town (148.0+41.9)/2=95.0 SFX1.0'=95.0 CF>84.0CF Planning Board DRAINAGE AREA"C" (UNITS 6, 8&10) WATER SUPPLY CALCULATIONS: PROPOSED WATER USAGE: STORAGE REQUIRED: CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD ROOF AREA: 1,512 SF X 1.00 X 2"/12=252.0 CF NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. PROVIDE STORAGE IN RAIN GARDEN: TOP EL.11.0=379.0 SF BOT.EL.9.8 =107.3 SF 9/28/2020 TOWN COMMENTS 389.0+107.3)/2=243.2 SF X 1.2'=292.0 CF>252.0 CF REVIS S DRAINAGE AREA"D"(UNITS 9, 11, 13 & 15) �POF NEyr�y0 STORAGE REQUIRED: SEF� 4�ti�� ROOF AREA: 2,016 SF X 1.00 X 2"/12=336.0 CF Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education �� { y * Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed r�Z PROVIDE STORAGE IN RAIN GARDEN: Professional Engineer,Architect,or Land Surveyor,to after any item iin any way.If an item bearing n - the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or TOP EL.9.5=475.0 SF Land Surveyor shall affix to the item his1her seal and the notation"Altered by"followed by his/her 12 BOT.EL.8.5 =236.0 SF signature and the date of such alterations,and a specific description•of the afteration. (475.0+236.0)/2=355.5 SF X 1.0'=356.0 CF>336.0 CF DRAINAGE AREA"E" (PAVILION) S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 STORAGE REQUIRED: ROOFAREA: 600SFX1.00X2"112=100.0CF Condon Engineering, P,C. EASTERN LONG ISLAND Scale:AS SHOWNKAM P G RO U N D PROVIDE STORAGE IN RAIN GARDEN: TOP EL.14.2 =179.1 SF 1755 Si sbee Road BOT.EL.13.2=50.7 SF Drawn by:JJC g 690 QUEEN STREET OF (179.1 +50.7)/2=114.9 SF X 1.0'=115 CF>100.0 CF Mattituck, New York 11952 GREENPORT, NY 11944 Date:9/4/2020 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com DRAIANGE PLAN APPLICATION F01.� BUILDING SCTM # 1000 - 40 - 3 - 5 LOCATION MAP 20 CABINS •• 10,080 S.F.(504 S.F. EA. x 20 CABINS) EASTERN LONG ISLAND KPROPOSED CABINS CABIN OCCUPANCY LIMIT 4 PERSONS "- PAVILLION •- 600 S.F. BUILDING OCCUPANCY 40 PERSONS DECKS - 2,672 S.F. (90 S.F. PER CABIN x 20 CABINS + 872 S.F. PAVILLION DECK) :f` ° LOT AREA - 23.61 ACRES LOT COVERAGE - 120,595 S.F. OR 11 .7% (107,x1.43 S.F. EXISTING + 13,352 S.F. PROPOSED) RESORT RESIDENTIAL (RR) ZONE . � SURVEY PREPARED BY NATHAN TAFT CORWIN 1 LAND SURVEYOR DATED DEC. 9, 2019 //r ` _ ° ° • .°e` — ` _ I 44 yq ° •'' So.Oo' � j I _' . ° • ° ° %% CONDITIONS -30,_0,. PUBLIC WATER SUPPLIER: NORTH SUFFOLK COUNTY WATER AUTHORITY @z ,..- ` o ' o Q.�>..' / 1 i#2Lu EDGE OF REGRADED z/�24'-0" WIDE EARTH ROAD SANITARY :EWER: .a #19 f' W W 42Z u VILLAGE OF GREENPORT SEWER DISTRICT ' ��� . DECK ELECTRIC SUPPLIER: VILLAGE OF GREENPORT ELECTRIC '° ' - "` t~ °Qo\ r i. '+ ,, tt RAMP ' EXISTING CHAIN LINK FENCE �,' o". ,f CABINS ARE FOR SEASONAL RENTAL USE ONLY �oP �� .. PAVILLION #18 DECK PARKING AND DRIVEWAY SURFACES ARE PERVIOUS .d - c'f QQe \ p ; 0.00' fl.001' PAVILLION IS NOT TO BE USED FOR LODGING ° k . NO ADDITIONAL SIGNAGE PROPOSED EDGE OF REGRADED EXTERIOR ISABIN LIGHTING TO BE DARK SKY COMPLIANT 24'-0" WIDE EARTH ROAD #14 I�/111�G� / '` , ... ," --130-0 PARKING CALCULATIONS 1 PARKING SPACE PER CABIN 4 ; '#1"5 \ Qe -- ; .{,,. > DECK I i# TOTAL: 20 PARKING SPACES ..,,. \ 'r \ \ #10 � � `sQe * REDUCTION OF 13 PARKING SPACES FROM EXISTING ..e °s /#13 r CAMP SITE USE "`^M« ```,"� \Q. `"`m / Cif- l '��' ;� `"`' � '' p % ,•- I Ij { ul. yN oo. DRAINAGE CALCULATION FOR ROOFSell r'JLI ROOF AREA - 9,600 S.F. 504 SF. x 20 CABINS = 10,080 S.F.) LN + 600 S.F. PAVILLION) x "`�'—� :4 . EDGE 83 C.F. PER CABIN — (2) 4 FT O 4 FT DEEP DRYWELL \ _ _ _ _ ____...m �.� ��,Q, \ x .. :� EPR �.� OF R EGRADED _. ._._.. 24 IDE EARTH ROAD _ \V/ M .. _" \ #�17 o w 100 C.F. FOR PAVILLION = (2) 4 FT O x 4 FT DEEP DRYWELL - wry. 1 \ ' ,, �/; kGs � i FLP, .............._.... -r...._c-_... ,III, ,III, ""'m„ ' ' •^'m, r _°_ o^ ,` -c `_ _.J \ ' I G' -- A, �` -► __ RECEIVED EXISTING CHAIN LINK FENCE SEP 2 9 2020 4 �®e _.._... .. .... SouthoId Town Planning Board 11, all, � t .. EDGE OF WETLANDS FLAGGED •� \ ~ - 2, BY DANIEL LEWIS OF N.Y.S.D.E.C. NOVEMBER 15, 2019 ,III, \ `^".^-+.. \ , `'�ti".2.. 1,i� ,.,Y sal •,a' `f \ Fuc FLAG \y," t e �• aCF=A•..� *.r FLAG i DATE SUBMITTED: x t _ SITE PLANFLAG oll, il, DEC. 16, 2019 - ,I�I, ,I��, �,. `, SCALE REVISIONS: „ ondon a 1 40 -0 11 JAN. 8, 2020 — — ---- ------ - -- 1755 Sigsbee Road FEB. 17, 2020 EASTERN LONG ISLAND KAMPGROUND : DWG. No. Wiattituck, NY 11952 SEP. 2412020 690 QUEEN STREET GREENPORT, NY 11944 100.01 i PLANT LIST QTY. BOTANICAL NAME COMMON NAME SIZE SPACING CODE NORTH TREES 5 Liquidambar styraciflua Sweet Gum 211 - 22" CAL. 35' O.C. LS i SHRUBS ! 313 Myrica pensylvanica Northern Bayberry 7 GAL. 4' 0.C. MP ` 15 Amelanchier Canadensis Shadbush/Serviceberry 6'-8' HT. 10' O.C. AC - -- - — 1 it Hamamelis Vernalis Witch Hazel 7 GAL. 10 O.C. HV ° i. 1;? Ilex verticillate Winterberry 5 GAL. 6' O.C. IV • - - - - - °d , --- - ----- — --- - ------ -- ------- - --- --- d • • a° - _ a 3 AC # BEST MANAGEMENT PRACTICES FOR LWRP ° .°° a ° ' ' ; ` 1 Recommended Native Grasses, wildflowers, perennials, and groundcovers - 2 HV USE NATIVE DROUGHT-TOLERANT PLANTS IN - DECK "I ' Rain Garden Plants for shade and wetland locations: Y1 o i LANDSC�APING a " �' #2 o { I IV °. Bearberry Arctostaphylos uva-ursAC #19 Y W #4 -- ------- USE OF ORGANIC FERTILIZERS WHERE THE Cinnamon Fern osmunda cinnamomea ° o / #20 0 Q sented Fern Dennstaedtia unctilobula 31V Ha I H `��- DECK 'l WATEF;-SOLUBLE NITROGEN IS NO MORE THAN 20% OF Pennsylvania sedge Carex pensyvanica THE TOTAL NITROGEN IN THE MIXTURE Royal Fern osmunda regalis Wild Columbine Aquilagia canadensis a ° _ MP A MAXIMUM OF 1 LB. OF NITROGEN PER 1 ,000 SQUARE Jack in the pulpit Arisaema triphyllum t FEET IN ANY ONE APPLICATION, WITH A CUMULATIVERAMP APPLICATION OF NO MORE THAN 2LBS. PER 1 ,000 PAviLuoN -.I __ _ -- • All plant material to be 1-gallon material or larger #18 \\ 4 HV SQUAF IE FEET PER YEAR \�„\j / ! DECK ! THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN PHOSPHORUS, OR POTASSIUM ( i - -- 3 AC IS PROHIBITED BETWEEN NOVEMBER 1 ST AND APRIL 1 ST #16 / HV #14 #6 i 36"SILT FENCE --HAY BALE NORTH j \ I GRADE II .. I :I i I i �: ''� f� /•``'r f s:.t.�'~ -- -a' _ ./ t' 'It I 8' x 6' x 12" PVC WASHOUT/ SECONDARY CONTAINMENT �.F..n ,, , tt \— AREAS OF DISTURBANCE CONCRETE WASH OUT STATION �t� Icalt SILT FENCE AND HAY BALE DETAIL WLU T \ 7 C_`�_.._j , 'a a" \ pp; FAV//��`. ^ J! I 1,I'+ OPO Y\ 1j,1 \ t ..,,.•" t ILLIO Al /i HAY BALES #16 61 ' I SILT FENCE JN HAY BALES-------- °90 w. DF CK', L:/ PakSILT FENCE -a I I #12� - W shout `\ \� Z.1 I i AREA OF DISTURBANCE - - GK IF 4"~ PAVILLION 2,185 S.F. Tr \.. . ! >/ /' 'f'' ' I, r` _\. CABINS 19,170 S.F. (18 x 1 ,065 S.F.) CABINS W/ RAMP 2,686 S.F. (2 x 1 ,343 S.F.) NOTES: i ' i TOTAL DISTURBANCE 24,041 S.F. OR 0.55 ACRES 1. THE WASHOUT SHALL BE INSTALLED PRIOR TO ANY USING MATERIALS THAT REQUIRE `\ �. 9 L. ,T WASHOUT ON THIS PROJECT. 2. AS NECESSARY SIGNS SHALL BE PLACED THROUGHOUT THE SITE TO INDICATE THE \" �\ °\\ <� � , PC LOCATION OF THE WASHOUT. Sof " 4 \\ Vic / \ \ 3. THE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO MAINTAIN CAPACITY FOR LIQUID WASTE. \ � �~ —_ \` \ .a 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE FACILITY. "mob � f; \ .�5`'•..�'�'�\'`:'i",�c��c,:�'�`': ;`::n,' ,:�;�n: 5. DO NOT WASHOUT INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. 6. AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED DUMPING AREAS. \o — --- RECEIVED �. 7. LOCATE WASHOUT AT LEAST 50' (15 METERS) FROM STORM DRAIN, OPEN DITCHES, OR SEP 2 9 2020 WATER BODIES. \, Sout o Town 8. THE WASHOUT SHALL BE USED ONLY FOR NON-HAZARDOUS WASTES. - \\,\ _ \"- \ - -\ - Planning Board PVC WASHOUT/ SECONDARY CONTAINMENT DETAIL WETLANDS - odh \ .' \ \ ,�.� •\\. A'\ Yee'\:,, 'e0 . � $. an E w' ' ,to•moi f" �i DATE SUBMITTED: CONSTRUCTION MITIGATIOIN' PLAN m a JUL. 20, 2020 SCALE: Lie Aneerin \ a. REVISIONS: t \4 ondon En . $11 1 " = 40'-0" SEP. 24, 2020 - ------- ---- --- - � 755 � Sb�� Road . EASTERN LONG ISLAND KAMPGROUND � DWG. No. M iuc 11952 690 QUEEN STREET GREENPORT, NY 11944 100.03 GENERAL NOTES ' SEE PRECAST STRUCTURE NOTES FOR ?' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS / p REINFORCING REQUIREMENTS. SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. \ 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC INSTALL DUMMY RINGS AND/OR DOME_ INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC '�- '/ // 'Ic PRCH ROAD TO RAIN GARDEN \ NECESSARY TO BRING PROPOSED NN PITCH MIN. \ STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 o _ SLOTTED COVER CAMBELL FOUNDRY Co. ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS .� ' MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE w O RMR MAN /// /// ' _ FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21, 1976,SITE PLAN BY MARK COURSES +F' COVER PATTERN No.1012A-TYPE C OR AN SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. M1N APPROVED EQUAL. ,n: / / / � •-�. � ,c ^ PROPOSED RAIN GARDEN"D" AS NECESSACONCRETE COLLAR RY FINISHED GRADE CONCRETE COVER 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. NN J / / '1 / /-_ I ^ 483 CF CAPACITY IN GRASS AREAS THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE TOP EL. \ - 24` m V MIN. CONFORMED ACCORDINGLY IN THE FIELD. NN `,� / BOT.EL.11.3 / y�i g / / I \ - U_ C/) 2 MAX. / SEE PRECAST STRUCTURE " 0 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN 'I. EX. CAMP SITES // •1 ( W NOTES FOR REINFORCING PLAN VIEW z WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. / 1 1 r-\11_11 _..- -� REQUIREMENTS Vic.. ort:: / I W \'� 1_11_1 .�\ '--- R oit;: •. :�r6ce�v. . � `ao t Row I ; I LEACHING BASIN NOTES: E4•=:,• I :ASR !RED' m �R 1 � 2,3 OR 4 FOOT SECTIONS :•a_.;,.:•• Z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. v yrs 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED ,.:•ti• - ' AS NECESSARY O I 1 1 2 IN ACCEPTABLE LEACHING SOILS AS APPROVED WRAP WIT OZ.(MIN.)NONWOVEN CO w 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL // 111• 1 1 1 BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(1FILTER FABRIC)AND AT GQLLAR O li ' _ :.;�.,;:• z - LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. / W I x,�.2 MATERIAL IS ENCOUNTEREC,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN :•':": w z DEBRIS SHALL NOT BE BURIED ON-SITE. o APPROVED EQUAL : ' C7 a / y 1 1 © I BE CONTINUED TO SUITABLE MATERIAL AND :• PRECAST DRAINAGE Z cn ROWCO 4 r -_- `. c� 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, x BACKFILLED AS DETAILED. RINGS _ \ ' #1 ( SHEET PILING AS REQUIRED ¢ W 111 �.i. 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL ' " L�Ii _ `_ 13.5 \ / x EXCAVATE AND BACKFILL 3 FEETAROUND a z TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE x ( 73.2 BE LEFT OPEN OR UNATTENDED. EXCAVATIONS "- // A "1 TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGSWITH SUITABLE POROUS �~ - - co 0 PLANS. #n1MATERIAL AS APPROVED BY THE ENGINEER. U w ENGINEER WITH FENCES,BARRICADES AND > / ,- Y 111 w I4.4 DECK " r. A' '' ` ' w 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. / '#20 p x \ ( PITCH ROAD TO RAIN GARDEN OTHER APPROVED METHODS. w 1p N \ x 2%SLOPE MIN. 12 MIN. a w o ;-\ °© 11 \'$ "' 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING 9. DURING CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE ` /\ / 11 1 \ nas-fl 13: 10 Mi. /�3 OF CASTING. ADEQUATE BE4RING WILL BE "I ' \ w Ii' PROVIDED USING CONCRETE BLOCK,BRICK TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE 'A '-=+ �= -J INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR �- / ) \ :. \W / \/ � AND/OR 1:2 MORTAR MIX •`. EROSION AND SEDIMENT CONTROL". / PROPOSED RAIN GARDEN"C o ;-. :• ;' i 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE 4=• - ;';:• ::.. I --'� / I I / / \. / I ••- 1 \ Ls x \ \ .DEC 1 / 491 CF CAPACITY _x �-� \ TOP EL.12.8 SHEETING AND SHORING DURING TRENCHING TO 7` _ ist 10. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE 0 STURE _ i \ / BOT.EL.11.6 INSURE THE SAFETY OF WORKMEN AND THE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST, x / j .y / P \� 1 GENERAL PUBLIC EXPOSED TO THE HAZARDS OF IEX. CAMP SITES FALLING AND SLIDING MATERIAL IN / j '� 1 -r /' \ PAVILLION o # f / EXCAVATE A MINIMUM OF 6'INTO r / \�' - W ' ' CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND #1 8 1 /' \ \\ ' TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW 11. LOT AREA-24 ACRES PROPOSED ROOF D / 1926,SAFETY AND HEALTH REGULATIONS FOR i WHICHEVER IS DEEPER. x w / /. \ \DECK 6'0 XT DEEP DR \ D I 12. RESORT RESIDENTIAL RR ZONE �/ \ PROPOSED ROOF DRYWELL"E" \ x CONSTRUCTION(OSHA). ' ( ) 6'0 X 4'DEEP DRYWELL(TYP.) \ \ I PROPOSED ROOF DRYWELL"E" 5. BACKFILL AND COMPACTIDN SHALL BE IN 6' I x \ ouftw 3, \ 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. 1 1 6'0 X 4'DEEP ORYWELL(M.) LIFTS. ALL BACKFILL MATERIAL TO BE D RYW E LL DETAIL d \\ I COMPACTED BY JETTING OR OTHER APPROVED MEANS. NOT TO SCALE 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT DW ' \ I I3 LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS Mi D x I I I NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. . x � •/ ,-_-i\ �� 11_11_..� -.�.-_.. .._.._.._..Xl._...� ,3 17 / ; #s \ W - � _ - - : , I DRAINAGE CALCULATIONS: • I Pw A ,2-0 - - o5� - - • ) THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. STORAGE TO BE PROVIDED IN 6'DIAMETER DRYWELLS PROVIDING 22.3 CF PER VERTICAL FOOT OF STORAGE AND RAIN I x /• ' \ � I i a (SEEARCHITEECTURALPLANS) GARDENS. THE DESIGN IS BASED ON THE FOLLOWING RUNOFF `\ 1 � °° COEFFICIENTS:DIRT DRIVE 1.0 AND ROOF 1.0. PROPOSED ROOF DRYWELL"E" ' ��' /x".a x 'O \\ w ti 6'0 X 4'DEEP DRYWELL(TYP.) ,µ1C / \ \ Ali W w DOWNSPOUT ADAPTER(ADS C") K x W OR APPROVED EQUAL) o DRAINAGE AREA \ I Z o�v (SEE CHART FOR PART NUMBER) c nAn x 1.2 x11-•7 \ x 4 STORAGE REQUIRED: DIRT ROAD:6,337 SFX1.00X2712=1,056.2 CF PROVIDE SWALE TO #1 I j RAIN GARDEN PROVIDE STORAGE IN RAIN GARDEN: •• µA -� \\ I PROPOSED GRADE TOP EL.9.5=1,200.2 SF DECK ix BOT.EL.8.3= 581.2 SF x (1,200.2+581.2)/2=890.7 SF X 12=1,069 CF>1,056.2 CF \ Q 72.6 iU����'\\//\� \ ✓ \ x O \ x P•µ� / # 3 450 BEND(MAX) 12d ' 8_ \ \ ' #11 \ / ' m W s•ADS PIPE(LENGTH VARIES) DRAINAGE AREA"B" x a 12.3 x / /' o STORAGE REQUIRED: \\ x% / ? // �''� °Q // SNAP CONNECTION DIRT ROAD:8,951.2 SFX 1.00 X 2"/12=1,491.9 CF x-�� �' 450 BEND(MAX) z PROVIDE STORAGE IN RAIN GARDEN: / / \\ PROPOSED RAIN GARDEN \ `+ \ \ Q 1 �/• 113 :\ X11 s"// PART# PIPE SIZE A B C T \ 1,069 CF C RACITY \ \ F 1 s \ c,F T 1zz l 1 0364AA 3• 2. 3.25• 4.75• g TOP EL.11.2=1,685.7 SF TOP EL:k.5 / \ x Q� / Q I II 0465AA 4• 3.20. 4.50' 5.00•75" zo \ BOT.EL.8.3- \ X \ #9 / \. 0464AA 4" 25* D BOT.EL. 10.0= 848.2 SF 12.3 6'ROOF DRAIN LATERAL o (1,685.7+848.2)/2=1,266.0 SFX 1.2'=1,519 CF>1,491.9 CF �'• I / 0466AA 4' 2.56' 2.56' 4.63' (�, ) z I I 0664AA 6' 3.62" 5.63" 6.43' WITH WYE P. x 11 s x x / I •OP6art 00664-AC is PVC 3.67 5.63' 43' NOTE:6'ADS PIPE MAY BE DISTANCE VARIES DRAINAGE AREA"C" USED WHEN A DOWNSPOUT IS (SEE GRADING AND STORAGE REQUIRED: x / CONNECTED DIRECTLY TO THE DRAINAGE PLAN) \\ N 80.0,20„ ---- \ ►• w w \\ \ / CULTEC DRAINAGE DIRT ROAD:2,609.0 SF X 1.00 X 2"A 2=434.8 CF __ STRUCTURES. W \ -.-____T tN / 1 PROVIDE STORAGE IN RAIN GARDEN: \ \ -- PROPOSED RAIN GARDEN"B'� ,lox ,' ROOF DRAIN ADAPTER DETAIL x TOP EL. 12.8 =579.0 SF X'" \ \ \ x 519 CF CAPACITY \ \ ` \ TOP EL.11.2 \ 1 I \ BOT.EL. 10.0=239.2 SF \ \ PITCH ROAD TO RAIN GARDEN \ BOT.EL.10.0 \I i f.6 I 2%SLOPE MIN. - (579.0+239.2)/2=409.1 SFX 1.2'=491 CF>434.8 CF \_ - \\ \\ \ \\ UNKf\ i \\ Ln DRAINAGE AREA"D" \ x d \\ 'oo \\ \\ \ o STORAGE REQUIRED: \ \ \\ \ \ \\ \ \ ' \ U) DIRT ROAD:2,716.8 SF X 1.00 X 2"/12=452.8 CF u PROVIDE STORAGE IN RAIN GARDEN: TOP EL.12.5 =561.9 SF GREENpo�'Z' \ \\ \--------------��� BOT.EL.11.3=243.5 SF \\\ � \\\ \\ \\\ \\\ (561.9+243.5)/2=402.7 SFX1.2'=483 CF>434.8CF V \ " ` '° DRAINAGE AREA"E"(UNITS 1-20) � ! SEP 11 2020 TEST HOLE DATA STORAGE REQUIRED: SANITARY FLOW CALCULATIONS: ROOF AREA: 504SFX1.00X2"/12=84.0CF a-,a--d To Planning SITE PLAN EL 7.3 IPlanning Board ALLOWABLE SEWAGE FLOW TOTAL SITE: MIXED SAND&LOAM(OL) 84.0 CF/22.3 CF/VF=3.77 VERTICAL FEET REQUIRED SCALE:1'=,W-0" GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. POPULATION DENSITY EQUIVALENT 24 AC.K 600 G.P.D.IAC. =14,400 G.P.D. STORAGE PROVIDED: 2.0' USE 1 -6'0 DRYWELL X 4'DEEP EXISTING SEWAGE FLOW: PALE BROWN FINE SAND(SP) KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=7,440 GPD DRAINAGE AREA"F" (UNITS 1-20 ROOFS) KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=3,720 GPD 5.3'(EL.2.0 HIGHEST EXPECTED GROUNDWATER ELEV.) STORAGE REQUIRED: SF RESIDENCE: = 300 GPD =11,460 GPD ROOF AREA: 600 SF X 1.00 X 2"/12=100.0 CF PROPOSED SEWAGE FLOW: WATER IN PALE BROWN FINE SAND(SP) 100.0 CF 122.3 CFNF=4.5 VERTICAL FEET REQUIRED CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=6,120 GPD REVISIONS KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=3,060 GPD STORAGE PROVIDED: SF RESIDENCE: = 300 GPD USE 1-6'0 DRYWELL X 5'DEEP =12,480 GPD 13.0' QF N�W TESTHOLE BY MCDONALD 't�- }' THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. GEOSCIENCE DATED 8119/2019. All SIP O� AS REQUIRED UNDER THE RESORT RESIDENTIAL(RR)ZONE,THE PROPERTY IS ONLY GROUNDWATER ENCOUNTERED Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education OPEN SEASONALLY AND IS CLOSED DURING THE WINTER MONTHS. �� 5.3'BELOW GRADE Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed �t o a Z �r Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or r-• I,: Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by hislher n signature and the date of such alterations,and a specific description of the alteration. �s V S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 '�OFESSION�� Scale:AS SHOWN g g Condon Engineering, PCEASTERN LONG ISLAND � . . KAMPGROUND Drawn by:JJC 1755 Sigsbee Road 690 QUEEN STREET of Mattituck, New York 11952 GREENPORT, NY 11944 Date:9/1/2020 (631)298-1986 (631) 298-2651 fax www.condonengineering.com DRAIANGE PLAN U) / GENERAL NOTES 0 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF EX. RESTROOMS SEE PRECAST STRUCTURE NOTES FOR \ 0 _ REINFORCING REQUIREMENTS. SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. INSTALL DUMMY RINGS AND/OR DOME AS 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP OF FIVE EASTERN TOWNS DATED MARCH 12 1974. SURVEY AND TOPOGRAPHIC �� W '• / I� ^� CONCRETE WASHOUT/ ��, � PRCH ROAD TO RAIN GARDEN � NECESSARY TO BRING PROPOSED , ' / / 2"�"SLOPE MIN. / \ STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 SLOTTED COVER CAMBELL FOUNDRY CO. ELEVATIONS ARE REFERENCED TO THE NVAD 88.DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS Q R M N OLE // // .� � ' MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE RM15.43 // / COURSES COVER PATTERN No.1012A-TYPE C OR AN FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21, 1976,SITE PLAN BY MARK i PROPOSED RAIN ARD "E" U ' APPROVED EQUAL. SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. W PROPOSED RAIN GARDEN"E" �� / � '-� � \ CONCRETE COLLAR 1 / 169 CF.13.2 TIf \ /' �pM�N CONCRETE COVER 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 169 CF CAPACTfY 1) / TOP EL.13 2/ I PROPOSED RAIN GARDEN"D" AS NECESSARY FINISHED GRADE TOP EL.15.0 'i i 483 CF CAPACITY IN GRASS AREAS THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE / I 1 1 /' BOT.EL 12.¢ I �� � \ OT.EL.14.0 / i / z - " ' ' I 1 \ TOP EL.12.5 � �'�---- � ,6 / I � r♦ / I BOT.EL 11.3 � / 24 m 1 MIN. CONFORMED ACCORDINGLY IN THE FIELD. S U :5 ZMAX EX. CAMP SITES / 1 I W ` NOTES FOR REINFORCING to z SEEPRECASTSTRUCTURE 4. A MINIMUM SEPARATION OFTEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN PLAN VIEW WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. REQUIREMENTS '1 eC. Row I �� stzOcpEp ao Q LEACHING BASIN NOTES: wRa aj-.:::,. I .►SREgU1REU•:_j m 2,3 OR 4 FOOT SECTIONS z 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. I I #2 W I I X13 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED AS NECESSARY o WRAP WITH 6 OZ.(MIN.)NONWOVEN ' " '"�••• • _. m w 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL B ACCEPTABLE LEACHING SOILS AS APPROVED GEOTEXTILE FILTER FABRIC z - LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL N / I 111• 1 � BY THE ENGINEER. IN THE EVENT POOR LEACHING ( )AND AT � � MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN v UNSUITABLE MATERIALS OFFSITE. // I 1 ►! 14.0 1 1 x ---� r w z DEBRIS SHALL NOT BE BURIED ON-SITE. 3 BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. :. . a PRECAST DRAINAGE Z cn g BACKFILLED AS DETAILED. RINGS `. ' = m a SHEET PILING AS REQUIRED �� ; ' :,•, '+•r:: a 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, a KAGE, /. 14.3 11 -•/ --, 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL ,'°:..t J Z TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL 3 FEET AROUND #4 ` �I LEACHING RINGS WITH SUITABLE POROUS � I w PLANS. 1s x of \ TO BE PROTECTED AS DIRECTED BY THE : cn 19 ,- y -�f� 1 w xim DECK ENGINEER WITH FENCES,EARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. U > LU - / x#20 c, o \ I PITCH ROAD TO RAIN GARDEN OTHER APPROVED METHODS. " 1-- 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. z 12 MIN. PROPO ED-MIN GARDEN"F" x13.4 _ 2'/"SLOPE MIN. a W - 3. ALLOW FOUR 4 INCHES FOR FINAL ADJUSTING _ s u 115 CF CAPACITY -•• %;,M �3 ( ) Lj- 9. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TOP EL.14.2 \ U5..p r _;5 \ /� OF CASTING. ADEQUATE BEARING WILL BE w l PROVIDED USING CONCRETE BLOCK,BRICK �, TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE \/ I BOT.EL 13.2 /.. AND/OR 1:2 MORTAR MIX. :'�.: ..:'. .•:'.:::?' :.' '. ` ': :ar- :: •:, `,..::: . n Q • ::, INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES FOR I / - I I / PROPOSED RAIN GARDEN•C" ' :-' : .. .o > , .,'::. EROSION AND SEDIMENT CONTROL". 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE .:..•._•-•:. •."••. -------- \ 1s x \ \ / / 604.6 CF CAPACITY T ) 'DEC 3/ / TOP EL 128 SHEETING AND SHORING DURING TRENCHING TO :.:' �: x / i y' i MP \ / \ BOT.EL.11.6 INSURE THE SAFETY OF WORKMEN AND THE �a :; 10. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE IEX. CAMP SITES / f1-" �I / Y �' 1 GENERAL PUBLIC EXPOSED TO THE HAZARDS OF CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. \ e / 0 1� / \ PAVILLION v #. f / FALLING AND SLIDING MATERIAL IN EXCAVATE A MINIMUM OF 6'INTO \ #18 / ' \�/ - tu 1 ': / CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND WHICHEVER IS DEEPER. ELEVATION VIEW ,' PROPOSED RAIN GARDEN'E*• \ : OJ \ / TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL 11. LOT AREA-24 ACRES 169 CF.14.0 CAPACITY 1926,SAFETY AND HEALTH REGULATIONS FOR \ 5.97 // pFc / �• \ TOP EL.14.0 \DECK \ I CONSTRUCTION(OSHA). 12. RESORT RESIDENTIAL RR ZONE x / \ BOT.EL.13.0 \ ( ) 5. BACKFILL AND COMPACTION SHALL BE IN 6" 13. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. LIFTS. ALL BACKFILL MATERIAL TO BE D RYWE LL DETAIL COMPACTED BY JETTING OR OTHER APPROVED i NOT TO SCALE 14. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 4"PIPE MAY BE USED TO CONNECT ROOF DRAIN LEADERS DIRECTLY TO DRYWELLS. A / laax / -PROPOSED RAIN GA DEN"E" \ PROPOSED RA GARDEN'"I .ti MEANS. / �/. 169 CF C7115ITY \\ 113 95 CF CAPAL.13.0 M : I DRAINAGE CALL U LATI O N S. 15. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. DOWNSPOUT � /• TOP EL 11.5 � ,.---� � TOP EL.13.0 t`1'� I BOT.EL 10.5 C, : LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE PROVIDED AS ---__ 'sem / / \ �� .. � 1s.a BOT.EL 12.0 I � 13 111-9 ^^ a / x �' /'' '\ \ `\ x I : I I THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. "-"-"-"-,� 2"RAINFALL. STORAGE TO BE PROVIDED IN 6'DIAMETER DRYWELLS '3� t 7 /- ' �#�� - \\\ #s`\ w \\\ _,-' I I PROVIDING 22.3 CF PER VERTICAL FOOT OF STORAGE AND RAIN 1 \' /'� x='� ---- O x DoT "' ' -- ' ' - I A COEFFICIENTS:DIRT DRIVE 1.0 AND ROOF 1.OGARDENS. THE DESIGN IS BASED ON THE LLOWING RUNOFF TEST HOLE DATA EL.12.0 ' /.• OF /,' x � .�sE' I i ti (SEEARCHITECTURALPLANS) DRAINAGE AREA SPOUT "A" (P/0 ROAD, UNITS 9, 11, 13) BROWN SILTY SAND(SM) PROPOSED RAIN GARDEN"E" \\ / . / x//-" 12 / /09\ `\ \ / �t� I o m STORAGE REQUIRED: 10 169 CF CAPACffY � � . / ` ' I DOWNSPOUTADAPTERn DIRT ROAD:6,337 SFX 1.00 X 2"/12=1,056.2 CF BROWN&PALE BROWN SILT \\\ TOP EL>>t2 5 \\ / ,#15 // �._�' oF� I/ / `�\ x DECK _ a OR APPROVED EQUAL)(ADS o ROOF: 1,512 SF X 1.00 X 2"/12= 252.0 CF BOT.EL.11.5 - t 2 1 ` ` x I o v PROPOSED RAIN GARDEN"E" (SEE CHART FOR PART NUMBER) X m 11 e x x11.3 \ I 0 169 CF CAPACITY c 1,308.2 CF 4.0' � 1 I \ 3 w TOP EL.12.3 z BROWN CLAYEY SAND WITH THIN LAYERS CLAY(SC&CH) x '� t� I o PROVIDE STORAGE IN RAIN GARDEN: BOT.Fl 11.3 PROVIDE SWALE 0_ `� ' / \\ #10 O� I TOP EL.9.5=1,500.4 SF T.5'(GROUNDWATER ELEV.4.5) RAIN GAR N \ •• #�3 I WATER IN BROWN CLAYEY SAND WITH THIN LAYERS CLAY SC&CH \ •\ � � 5 a \\ o �•• x BOT.EL.8.3= 746.2 SF r F� I PROPOSED RAIN GARDEN"E" PROPOSED GRADE 1 500.4+746.2 /2=1,123.3 SF X 1.2'=1,348 CF>1,308.2 CF ( ) LEASERS FROM UNRS 9,11& � \i \ �j• ( ) �3TOFLOW OVER LAND \ \ \. I DECK 169 CF CAPACITY DIRE LY TTTOP EL.11.3 TtA�N GARDEN \ \ 1X 1 O� \ x �? Q BOT.EL.10.3 y�\'�\\�\\��\ DRAINAGE AREA"B" 1a 4 ' #� TESTH9LE -, # 3 ' /,, 450 BEND(MAX) STORAGE REQUIRED: WATER IN BROWN CLAY(CH) s•ADS PIPE(LENGTH VARIES) DIRT ROAD:8,951.2 SF X 1.00 X 2712=1,491.9 CF 1 r \ TESTHOLE BY MCIDONALD\ \\\ \ \ \' \ / \\ / x a 123 / // PROVIDE STORAGE IN RAIN GARDEN: x1-1,Y' / �''ti / -"'� '� / " GEOSCIENCE DATED 7/30/2020. \ \ \ \ �• 1 \ / �' SNAP CONNECTION z W E GROUNDWATER ENCOUNTERED x12,7 �, o TOP EL.11.2=1,685.7 SF \ PROPOSED RAIN GARDEN I �►" 11.5 x / / l / 450 BEND(MAX) z 7.5'BELOW GRADE PART tk PIPE SIZE A 13 C T BOT.EL.10.0= 848.2 SF \ 1,348 CF C PA(:� ` \.. \ \ �Q F I / /'' / (1,685.7+848.2)/2=1,266.0 SF X 1.2'=1,519 CF>1,491.9 CF e\ \ TOP Et 5 Ira s c'f T x 72 / / 0364AA 3• 2.50. 3.25' 4.75' \ \ `� #9 / / 0464AA 4' 250" 3.25' 4.75' z \ BOT.EL.8.3� \\'' / 6'ROOF I \ ( ( oasSAA a• 3.25• a.5o• 5.00' DRAINAGE AREA C 123 ( 0466AA 4' 2.56' 2.56' 4.63' DRAIN LATERAL p n n 12.e 1 1 0664AA 6" 3.62" 5.63' 6AT WITH WYE(TYP.) z 11.6 x x saA • ' 3.62' 5.63' 6.43• STORAGE REQUIRED: \ /. ' \ \ / ` ___\ x •Part 0664 AC a PVC NOTE:6'ADS PIPE MAY BE DISTANCE VARIES DIRT ROAD:2,609 SFX 1.00 X 2"/12= 434.8 CF 4 / I USED WHEN A DOWNSPOUT IS (SEE GRADING AND \\\N 80'07'2o', \\ \ \\ x 10.E `\\ \ // I CONNECTED DIRECTLY TO THE DRAINAGE PLAN) ROOF: 1,008 SF X 1.00 X 2'/12= 168.0 CF CULTEC DRAINAGE W 602•$CF bV ` \ �� �\ W / I STRUCTURES. PROPO DRAIN GARDEN"B� \ 120 / 1 PROVIDE STORAGE IN RAIN GARDEN: \ ___ x \\ x 519 CF 112 \ x ; ROOF DRAIN ADAPTER DETAIL. TOP EL. 12.8 =699.1 SF .AL - \\ \ \ \ TOP EL 112 \ \ PITCH ROAD TO RAIN GARDEN I 1BOT.EL.11.6=308.6 SF \ \ \ \ \ BOT.EL 10.0 11.e I 2"G SLOPE MIN. \ \ I x I I \ o (699.1 +308.6)/2=503.9 SF X 1.2'=604.6 CF>602.8 CF N \'\ Mx o DRAINAGE AREA"D" \ STORAGE REQUIRED: cn DIRT ROAD:2,716.8 SF X 1.00 X 2712=452.8 CF PROVIDE STORAGE IN RAIN GARDEN: \ \ \ �,- \ \\\ osF� cE F�RF \\ \\ \\ \\\ i3O>> �f, TOP EL.12.5 =561.9 SF -------------- BOT.EL.11.3=243.5 SF - -- --- \\ \\ \ \ \ (561.9+243.5)/2=402.7 SF X 1.2'=483 CF>434.8 CF '10 R--- DRAINAGE AREA"E" (UNITS 1-20) j STORAGE REQUIRED: SEP 1 12020 WATER SUPPLY CALCULATIONS. ROOF AREA: 1,008 SF X 1.00 X 2"/12=168.0 CF - SITE PLAN PROPOSED WATER USAGE: Soii hold Town Planning Board CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD PROVIDE STORAGE IN RAIN GARDEN: _ ____ SCALE:1"=ao'-o" L.=263.1 SF NO IRRIGATION WILL BE USED FOR THE PROPOSED CABIN AREAS. BOT.TOP EL. =74.5 SF (263.1 +74.5)/2=168.8 SFX1.0'=169 CF>168.0CF DRAINAGE AREA"F" (PAVILION) STORAGE REQUIRED: ROOF AREA: 600 SF X 1.00 X 2"/12=100.0 CF PROVIDE STORAGE IN RAIN GARDEN: TOP EL. 14.2 =179.1 SF BOT.EL.13.23=50.7 SF REVISIONS (179.1 +50.7)/2=114.9 SFX1.0'=115 CF>100.0CF DRAINAGE AREA"G"(UNIT 6) STORAGE REQUIRED: Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ROOF AREA: 504 SF X 1.00 X 2712=84.0 CF Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed /o�` a, Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing a 't" the seal of an Engineer,Architect or Land Surveyor is altered,the altering Engineer,Architect,or PROVIDE STORAGE IN RAIN GARDEN: Land Surveyor shall affix to the item his/her seal and the notation'ABtered TOP EL.13.0 =148.0 SF signature and the date of such alterations,and a s �•followed b y his/her c 9 specific description of the alteration. BOT.EL.12.0=41.9 SF (148.0+41.9)/2=95.0 SFX 1.0'=95.0 CF>84.0 CF S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT. 05 Scale:AS SHOWN g g Condon Engineering, P.C. EASTERN LONG ISLAND � KAMPG ROU N D Drawn by:JJC 1755 Sigsbee Road 690 QUEEN STREET OF Mattituck, New York 11952 GREENPORT, NY 11944 Date:9/4/2020 (631)298-1986 (631) 298-2651 fax www.condonengineering.com DRAIANGE PLAN ole SANITARY FLOW CALCULATIONS: / ALLOWABLE SEWAGE FLOW TOTAL SITE: G° m " GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. z POPULATION DENSITY EQUIVALENT 24 AC.x 600 G.P.DJAC. =14,400 G.P.D. 0t�1 EXISTING SEWAGE FLOW: mi 5 OQ' EX SMH 10-A KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=7,440 GPD COUNTY PARK7 9 KAMPGROUND SHOWERS: 5 GPDICAMPER X 4 CAMPERS X 186 CAMPSITES=3,720 GPD %VACANT LAND SF RESIDENCE: = 300 GPD TOWN OF SOUTHOLD ` ��` =11,460 GPD PROPOSED SEWAGE FLOW: OPO %�� 1 CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD PROJECT o KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=6,120 GPD LOCATION KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=3,060 GPD SF RESIDENCE: = 300 GPD 1 =12,480 GPD 2.0 THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. j S REC LIPFII UN13FR TF' '�'- "-;.<<*;;u MR)ZONE,THE PROPERTY IS ONLY r'o OPEN SEASONALLY AND IS CLOSED DUMNG HE W191ER MONTHS. VILLAGE OF GREENPORT LOCATION MAP N EX SMH 10-B s : N w SINGLE FAMILY GENERAL NOTES =o RESIDENCES r— CONNECTED TO PUBLIC WATER 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE o STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS r Z REQUIRED: SINGLE FAMILY 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANnm DATED RESIDENCE NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP CONNECTED TO PUBLIC WATER OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC INFORMATION FOR WORK AREA FROM SURVEY'PREPARED BY NATHAN TAFT CORWIN �6 .9 LAND SURVEYOR DATED DEC.9,2019 ELEVATIONS ARE REFERENCED TO THE NVAD 88. DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED MAY 21,1976,SITE PLAN BY MARK SCHWARTZ,AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. EX 600 LF.4'FORCE MAIN 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE:COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE 1.1 CONFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES SINGLE FAMILY VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. RESIDENCE SINGLE FAMILY CONNECTED TO PUBLIC WATER RESIDENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS \� CONNECTED TO PUBLIC WATER BEFORE COMMENCING WORK s' 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH �J e,.,< SCTM:1000-40-3.6.1 TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR ` • 825 QUEEN STREET KAMPGROUND SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. OWNER'S RESIDENCE DEBRIS SHALL NOT BE BURIED ONSITE. (CONNECTED TO EX EX 1�TORY l a. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR i MAIN PUMP STATION) COMMUMITY BLDG. TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO WI CONCESSION � PRpyt � WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 1,475 S.F. • EX MAIN SANITARY MP STATION �1 NO SANITARY •/ x `` o (SEE DETAIL SHE P-3 b Paf) 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY 4 / EX. MH K-7 o o 1 STRENGTH CONCRETE. ) • /• 11� 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIAED ON PLANS. �� Lt SEE SHEET 2 FOR 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED EX W.M. Ea; 8� EX. MORE INFORMATION AS SNE NECESSARY YT INLETS,,ETH TRANSPORT OFSEDIMENT ��0EAREAS, THE INSTALLATION i AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM SINGLE FAMILY X SMH K-5 11 TO'THE NEW(YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL•. RESIDENCE 1 t �' ,TER 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM VACANT PUBLIC WA CONNECTED R DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD � 18.8 �\ t 14.0 PROCTOR TEST. 12. LOT AREA-24 ACRES CP 1 m � •� t jQ�J� / '",- .EX.WASTE 13. RESORT RESIDENTIAL(RR)ZONE VACANT LAND N110 Q��O +/. / / • LINE(rV) , 14 THE AND SUFIS SERVICED BY FOLK COUNTY WA E GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC �— TER AUTHORITY. . /• / / EX SMH K4 EX SMH K-3 ��• /+ �+ • EX ELECTRIC 20.0 - Ir / �a SSR ` / EX W.M. / Q • } c•�:: EX ELECTRICSER �v Ds B M f3 pEX-SMH . w . -\ �$ �,�oo ' � SEE SHEET 2 FORfl- / / N EX.SMH K-1 w 11 • E Y PROPOSED WATER a• c ATHSISH MAIN(TYP.) MORE INFORMATION •�_ j / '�FOR 1 S.F. % oN ``" Pop 0 z EX.W.N. ' ' / — I i i�" , • o p Z '< A EX.PUMP STATION i . �� _ — I I i i " ! ` PROPOSED ELECTRIC a r- m i �' •'� / SERVICE m V ' la EX SMH K-2-1 \ /'/ ' i BAIEIiX 1�TORY RS % EX PUMP STATION K-4- •�_ . PROPOSED FORCE f, N !G A • ( a'd -- \� j ROAUt V1 D EX WASTE 1 RO �� 1 I co p r O a ,' x ^o as as UNE(n?.) PNS ��• ! nil ; ® ® !. pp I c m a> VACANT LAND ® a • ��: ' v U Z REGRADED 24'WIDE qr0." O o a o l J `,� ' �. I EARTH ROAD V O I.� 11 a p A a Ci 00 lid 4z / e PROPOSED 1-STORY g ,2 W �,MLLI TROAD ,e ' �"� i 600 SF PAVIWON Z .,•; tw • ;- ' ,6 "�. I WITH DECK W Ix w HEALTH DEPARTMENT APPROVAL STAMP C> EX W.M. ;' !/ 7/22/2020 REV. L -- --- —+ DGS 4 _ ` to 6/22/2020 SCDHS COMMENTS ;% ® '.:� Z PROPOSED 201-STORY _ _ _ _ ® `•,;' ;' . 504 SF CABINS I, 2 6/8/2020 SCDHS COMMENTS s ! PROPOSED 60 XC DEEP 5/2612020 SCDHS COMMENTS .'`• ® '� ROOF ORYWELL gyp.) 5/26/2020 #t0 \` 3 ® i� . ;. .. EX TENT SITE TO BE RECEIVED P."�,OF NEw EPHj„ 1W SETBACK WETTLAND LINE REMOVED Ng VILIAGEOFGRFENPMT AUG 2 0 2020 JUL. 31 2020 y 0 07'20"W 10 VACANT LAND s— 11.71' -- - n SUFF.CO.14E.ALTH S n �. `.`. •---__. ._� Soi�rhoic) Town CE OF Wy E�t1110ES o V` \�\.— PROPOSED SEWER Planning Board OFFS AS.�A�R MGZ' �\` MAIN(TYP.) REGRADED 24'WIDE ��Ff SS1ONP�� FRESHWATER WETLAND UNE -10.9 EART"ROAD S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 VILLAGE OF GREENPORT �•.� VACANT LAND Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale: 1•=100'-0• Condon Engineering, RCEASTERN LONG ISLAND. KAMPGROUND ----- �. New York State Education Law,Article 145,Section 7209,for arty \ person unless acting under the direction t of a licenr any Re Professional Drawn by:JJC 690 QUEEN STREET Engineer,Architect or Land Surveyor,to alter any item in any way.K an 1755 Sigsbee Road \ Kom bearing the seal of an Engineer,Architecl,or Land surveyor Mattituck New York 11952 OF altered,the a4twN Engineer,Architect,or Land Surveyor shah affix to GREENPORT, NY 11944 �• the item his/her seal and the notation'Altered by followed by his/her Date: 112912020 (631)298-1986 (631)298-2651 fax signature and ft date of such alterations,and a specific description of www.cm donengineering.com the alteration. OVERALL SANITARY PLAN 4 \ TOP WATER EL 10.3 W \ BOT.SEWER EL 11.8 41 _ W \ \ CP. 1 SEE WATER/SEWER / / \ CROSSING DETAIL ON / \ SHEET P4 W \ y (P EX. CAMP SITES W ------&X. CAMP SITES EX SMH K 4 EX SMH K-3 CA U.G.ELECT (TYP.) EX SMH K-2 EX. CAMP SITES- ��- W i 1 ROAD / \\ EX.2"FORCE.MAIN q BOT.ELE / / p REL 10.9 / / � i r/1 EX SMH K-1 \ / -* O � A o EX. RESTROOMS / 3 y_- EX.U.G.ELECTRIC"P.) / / CONTPROL PANEL EX WASTE UNE(TYP.) % 0 \ \ _ EX.WATER UNE(TYP.) PROP.VALVE CHAMBER . .,. CD EX. RESTROOMS '' '�- R'" ��-PROP.ELEC.TORE PLACED IN CONDUR/// e \N SEE PUMP STATION / , ---EK.PUMP STATION K4-1 STA 1 DETAIL SHEET P-4 \\\ w EX. CAMP SITES ' W RIM 15A // I 1-` g�E D ELECTRIC /_ 1 \\ OPOSED SMH K-4 2 /"� I INV S M 10.7(11N' �� ^ 1 1 SER (TYP•) \ -- a, PR ^^� 1 A 4+55.71 INV N OUT 10.7 / SCD I \, / \ �� / � / SECURTTY FENCE 1 RIM 13:� \ EX. CAMP SITES TOP WET WELL 13.9/ / 1"0 WATERI INV OUT 0.0 / BOT.WET WELL / / 1 I SERVICE(TYP w t7( MP STATION ,� SCTM:100a40,3 6.1 1 w _ OPOSEQ 2" A _ - \ RIM 15.0 825 QUEEN STREET INV W IN 10 1 8' EX PUMP \\ l t Ro►D I � I - x 13-1 Y INV IN 1 ..7(4") CONTROL PIAN \\ \\ I I m #2 w I INV SUT/'°•0(4'� JUNCTION SOX F.F.15.5 ►3 m BOT.WET WI;rLL EL 7.1 T X IAAtN 111• 1 r/1 a' G0 X 6'DEEP PROPOSE HOUSE CON . ''0`NW ? I\! z I \�✓ m MANHOLE µDTD (114' OOT SLOPE MfI P - I o 1St 1 1 ® ® i 3 �� / 4"FORCE MAIN /STA 1+75.03 �op 11 \�\ _ 1 .._�,'' �PROPOSED 4"0 HOUSE CONN. \ \ 1 TOP EWER EL 9.9 p I1' F.F.15.5 �(114"PER FOOT SLOPE MIN.) / ry EX WASTE LINE / BOY.ELEC.EL 114 I 13.? / EX.T (TYP.) / lux x ; m� 11 • \ SED TRANSFORMERCID / 1 EX PORTABLE PUMP \\ \\ _�_ 1 #19 // ® �` �z 11, W F.F 16.OI4.< DECK r / CONNECTION WITH \ --� i O \ / #2O o ,ua� PROP.PUMA STA K-4-2 x ,: 13 PROPOSED ELECTRIC / RAPID CONNECTION \ EX. CAMP SITES F.F.17.5 � � EX SMH K� ?' \ NO SEWER --\-�"- � E` � � -/ � F.F.16.5 �+. -'\ STRIMA 2+04.36`\ '� `D �.� . SERVICE(TYP.) / \\ CONNECTIONS) �_ � 1 -_ I y` ° �/ \ co s�11 1 ® \ L 30 ! CAPABILITIES FOOPO.SED SMH K--7 \ I NV S IN 6.4(11-) \\ m is s ;'�' \ �� EX VALVE CHAMBER I � STA 7+71.91 :I N / / g EX MAIN SANITARY PUMP STATION jN , E EXTREME SERIE!OHI INV N OUT 7.3(1114--) \ \ 1 0 RIM 14.6 / EJB OR UNIT(TO BE INSTALLED 1 BOT.WET LL EL 3.8 / I I / / / �Cc -. - - OP.ELEC.TO yyPLACED IN Comm ) INV OUT 11.1 / Rd (SEE DETAIL SHEETS P�&P� 'any/ //MANUFACT I \ 5) P.2"VENT THf\!OU(Yi}I\F�OOF 'DEC ; // ` EX WOOD STOCKADE SECURITY FENCE 1EX. CAMP SITES / ,1 / 14L! / I y kf)PpSED \\ \\ �/ lto O� .Y SECURRYFENCE \ PAVILLION w ® 1 ;. xw # / \ #1s B ( F.F.16.0 0 - MAIN PU � F.F. MP STATION 0O F.F.16.5 PROP.PUMP \ 15.0 % \ \ 1 �•'F x Is / ,.� \ 28 LF.8.0 SDR 35 @ 0.71% \DECK CONTROL PANEL \\ \ / C �g \ xI PRt)POSESMH is rrrt LF.8'41 DR 35 @ 0.48% %LS \ ,41 EX. CAMP SITES \ '"ti S�` \_ RIM 13.5 x I I PROPOSED SMH K-4-6 x• 1\ -, " \ \\ STA 6+44 40 'A i' / #1 9 \-NV-M E 7.9(8-) PROPOSED$MH K-4-31 I a :� t/� 4 \\ M RIM 15.2 - 'J �q, �' ' ,r i F X15.0 9 NV S N 6;8(8't \ STA 3+3+22.7- I O I) / 'F N OUT 6.6 EX SPIGOT ANp a RIM 14A \ M INV IN 9.7(s") &P O /Y ------40--_ M �- / cn 3 INV \ ,..o : I o M INV OUT 9.5(8' i / \ PROPOSED SMH K-4.4 WATER LINE TO BE x o �) w ry' ---_ ,�' I I N \ \ a. . NV OUT W 13 3(8" : .11Lo e Q \ M M ,fes\ O . i / \ STA 3+10.73 `r ABANDONED \ lsa / a \ -�_ .1F b /i•/ i / \ RIM(11.3) \/ \\ x - I I a LJW. �I NSE82 > - .-,�.. ..-.._..-..-1.-.. A \\ '/ C #"1� �lr,v.SW�1�3(S') o \ Y `\0 - ,=�'` I E-! \ "1 17 /. _` = F.F.14.0 �! 7.1(1}� #6 \ CL) STA 5+90.73 \ 'i' x iz o ---- O co xv e® �o F.F.15.0 .:.-. -•: I I 1�.1 1 TOP ELEC.EL 7.5Uj BOT.SEWER EL 9.0 �z, -- Q� /'' \\ PROPOSED 1"0 WATER \\ / O� x +$ ) \ \ I SERVICE(TYP.) „7 O,o - ! \ r, fa. \ �`�� / ,#152 / f0.9 \ B. ,'' F.F.15.0 ' / PROPOSED 4 F.F.FF13.5 c s 04 x e F.F-4:0 Be IB HOUSE CONN. K nsp \� ,F xttg ' ": x 1 s� � {� Se Y� \�'(' O --- x �y �z 1 13 I o t�I 4 j;; V,.. , �+ F �` ' B PROPOSED SMH K-4-4.1. I w Q 1y l I gg2-5754,48 Hwrs In Ad�Ances / �►I ` � #10 I STA 3+9422 I � }. ra � IIFd}+o„" ,�/ 1 \ \\ / #1 \'� �,a�s I ROLA 12.3 i � �' t TO � O��18J /� 'y O F.F. I NV OUT 9.0 \ F.F.13.0 9- \ \\ \ ® \ \ I DECK x EX SPIGOT ANDx O 94 \: •. x.1" \\ WATER LINE FA BE \ / / ftp / x # \ ABANDONED /1 \\ \\ _' #11 r \� F.F.135 haMiN.1 F.F.14.5 ;> \ \ F.F.12.5 ax - \ `\\ \ \ IPS l r 5x / PROPOSED 4'0 OUSE N. HEALTH DEPARTMENT APPROVAL STAMP s \ \ \\ PROPOSED SMH PROPOSED4CTRIC (114"PER FOOT `\ \ \\ \\ STA 4+50.4Q 1II§ � .10i SERVICE('TYPE) y / 7/29/2020 SCDHS COMMENTS '� \ \ \ xRIM 10.9. .8000; 1 �� s \\ \\ [ s.1(s") \t F.F.12.5 Qe° i/ .�y�Pl 1 �,...,�� � �... 7/22/2020REV.BLDGS 20 I / 6/22/2020 SCDHS COMMENTS �/�/ \\ --- INV our 7 (82 / 1 ' 1 AUG2 0 2020 s/S/zo2o . \�\ \ \\ \\\ / / / \`-- x'...: �. �o x t25 / / SCDHS COMMENTS 71 ----- -- 5/26/2020 SCDHS COMMENTS \ __ \ PROPOSED 6'04'DEEP \\\N 80.07,20" \\ ----_ ��\ �, �� 1 / x-� \\ PROPOS ROADWAY.. ROOF DRYWEH-(TYP.) I Southold fawn IL Board REVISIONS ,L .�\ 1'1' \� \ \ •. tA► _______--- W \ W •. ' • // � Planning ` PROPOSED 4" WATER MARY w max / t��. F �� i x AL \ \ I 1 Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education / I 1 6 I I \ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed /,� •,� `''' `; t \ \ \ \ I I o n9. clad a Land Surveyor,to after any item in an \ \ 1 I \ Professional Engineer,Ards' %<, \ Y�Y•If an item bean #�! �= i. v c,wN the seal Of an Engineer,Architect a land Surveys IS altered,the Engineer,Architect FRESHWATER -- \ / \ �n9 ng. ect,or 1" :.;• . (.r WETLAND LINE \ °x _ �o \ \ \ \ `D+�c \ / / \ Land Surveyor shall affix to the Iters his/her seal and the notation'Aftered by'followed by his/her �� !` ,, •i _-_.}' 0 0 \ \ \ 1 o signature and the date of such alterations,and a h r 1 \ speclfic desaiption of the alteration. ,nlL � ,gyp \ \\ \ \ \ 1 / o •\ \ �� \ \ \ \ \ \ \ I � \��� ` `I \yam S.C.T.M.: DIST. 1000 SEC.40 SLK. 03 LOT.05 \� '•��FfS ��` \\ o� \ /O \ \\ \\ • ' _- 70.9 \ .-•"� t' lac� o /F �. \ \ 1 1 1.7 \\\ \ \F c \ \\\ \\\ '-------------- - 1 C®i1 EASTERN LONG ISLAND Al- A-1Scale: =4tY-0 don Engineering, P.C. \ � \ \ \ \ \ \ \-------- i' 'O KAMPGROUND Drawn by:JJC 1755 Sigsbee Road 690 QUEEN STREET j Mattituck, New York 11952 OF GREENPORT, NY 11944 Date: 1/29/2020 (631) 298-1986(631)298-2651 fax www.condonengineeiing.com SANITARY PLA _z WMALALJAMa z cm SENTRY PROTECT PLUS f�nJ N 2 � Q ca EKY Y ®U DIMENSION FROM g N z BACK PALL TO 20 J � m= 0. EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN It W `+' DOOR = 18.02` H ��3 3 W C 3 W r_1 REMOTE SENTRY DRY CONTACTS FOR o M 5'. �o U 3 it z �`-3 W W Y _ OPTIONAL POWER LOSS HIGH LEVEL aQ�coZ =3xa'OQ n��W W >�3 0� g ao ALARM (POWER LOSS ALARM FOR WIRELESS) ° �"" a Z E a m a W 0" 0 3 "' n m MANUAL ALARM SILENCE �® W � ' �_0o 0 a "'Z a a' ti m~- MANUAL RUN 15.85' ® Q m m a "m O 4 A'W= STATUS LED'S: NORMAL, PUMP RUNNING, HIGH LEVEL o .` 8 ___--_- a y a a TROUBLE INDICATIONS RUN DRY, OVERPRESSURE, BROWNOUT, a -.... 1 ------- _____ _ - _ C,to �. --- - --- VOLTAGE, EXTENDED RUN TIME ---- o •- .,� - - Cn DRY CONTACTS -_---_ r T r, - ---_-_-• _ ems-of W z� F- i � 1 _� � y CONFORMAL COATED CIRCUIT BOARD (60TH SIDES) Z z m �m- - STA +75.03 ------ -- ---- -------- R fn _ z ,r Q iA M PADLOCK ELEC. >> _ - p DEAD FRONTC. PREDICTIVE ALARMS --__ n __----- -------____ + _ In _� REAL TIME PUMP PERFORMANCE 0 � � 124E .15, ADJUSTABLE Z __-__- __ H __ n 01 --.�Q __ _-__� _ ik ADJUSTABLE ALARM DELAY ENCLOSURE: _ o o,� N V � Q = cC � ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC _ 13.56` ~ HOUR/CYCLE COUNTER POLYESTER APPROVED BY UL FOR Z ELECTRICAL CONTROL ENCLOSURECE _ 190 L.F.a'0 DR 8 @ 0.74% NEMA 4X ENCLOSURE ASSEMBLY 197�F SDR-18 F_( _ Q MAIN ( F- Q 135 L.F.8.0 DRA 8 @ 0. % 'r TOP BOARD (PUMP 1/MASTER) BOTTOM BOARD (PUMP 2/SLAVE) a 71 .F.8'0 SDR 35 @ 0.42% STA 5+90.73 > g ELEC.SERV. Cn O O O p ell Cd O O 28 LF.8'0 SDR @ 0.71% Q PUMP 1 PUMP 2 0 O 5 - PROVIDE 1 CF OF ' ® :J6 , ® :J6U___ CONCRETE ST WP-2 WP-2 WP-1 WP-1 p p 0 O 0 JL W ii IM I1 •�-�ii PROFILE EX. PUMP STATION K-4-1 TO SMH K-4-7 ; N SCALE:1'=40'HORIZONTAL Y N N u '1�11�N u 1'=4'-0'VERTICAL Go co to Go in ri n.a to o +,�.,WEO Wn ano3 ! W � o ;5m >y> 10 ;1 rt � 'Er+` ni Y p a "�00 0 Q 15 _ 15 u2;512�� au'_ia� M S a^• oo m °�.._ W ai N r C, M= -_-__..._- --____ W o n a M N 0 _-.-`--. eC-M W Z ix 0n Q .�] ---------- �'- _---.__.----- -•-- ---_••- ---.--I"' _ -•- r J i In L1 a t� ------ U) -- - PUMP 2 PUMP 1 y " NEUTRAL --- -_ �EXI NG GRADE 2: � �; GND I I I I I I I I I I I I 10in 10 Z LL- POWER W �� 09% - + SOURCE Z 5 SGS 04/02/12 PID - N/A 79 L.F.B'0 D 18 @ 1.01% F.8'0 SDR 35 @ 1.69°/ 129 L.F.8'0 DR 18 @ 1. 83 L. + + v jj c Q SILENCE R DR BY DATE CW'D ISSUE SCALE Q ( _ < < "10 cn LEGEND PIN FUNCTION 20005 EXTREME N U Fxa caaE m Z 1 MANUAL RUN RED BROWN 5 a Z 5 2 L1 BLACK RED SUPPLY CABLE 2+00 2+50 3+00 3+50 4+00 4+50 SElAlER 8Y8TEIbA8 3+00 3+50 4+00 F'�' r `"�"� PROFILE SMH K-4-4 TO SMH K4-4-1 PROFILE SMH K-4-3 TO SMH K-4-3-2 3 N WHITE BLACK SENTRY PROTECT PLUS PANEL, DUPLEX 4 GND GREEN GRN/YEL 12ov soHz 5 ALARM FEED ORANGE YELLOW CONTROL CABLE: N A O 3 4 4 P O 4 SCALE:1'=40'HORIZONTAL 6 ALARM RETURN BLUE BLUE TYPE TC DIRECT BURIAL, scALE:1'=40'HORIZOCTAL 1'=4'-0'VERTICAL 1'=4'-0'VERTICAL SIX CONDUCTOR Performance Curve gqR �� ¶ (HARD WIRED El SPD PUMP PERFORMANCE CURVE ` �� 3,5&7.5HP,345ORPM,6OHz www«allepumpsmn {/1/ 11�nI'�1 V ° El D� u 5 2 LEVEL CONTROLS) rFy+ t X11/11 ®I V o j GRIMIER PUMP, 1HP, 1725 RPM -"'-'Si,�\++... SubmeislbleGrinderxP FIELD JOINT REQUIRED ((��¶ 00 230 A F•mily and Emp oyee CA ned Company ❑ D 115 (WIRELESS FOR MODELS LEVEL CONTROLS) ss ♦ zzo . TOTAL HEAD DH152-129 / DR152-129 METERS FEET so+ zoo i 90 � ♦ 210 • _ - ♦ XLSG200-Series si ♦ 200 STANDARD IMPELLER SUES XLSGX200-Series (2-Stage) 3° S.00„27, DH752-160 / DR152-160 � as 190 (single Stage) � I _ - Pam50HP I82p.ya,�. GASKETED LID, HDPE I ao Low PRESSURE ssrFM oeslGN PRESSURE 1ao 180 46 0641 I 5.0 625(152) ACCESS WAY VENT 75 _ 2HP Submersible Grinder Pump for 7.5 6.16(1a1) 170 i 25 159) .w `�`°""`"` Hazardous Locations VI DUAL WALL, CORRUGATED i 160 Hazardous STRAIN RELIEF CORD HDPE ACCESSWAY es 15° Class 1, Division 1, Groups C & D, T4 I 40 I ,20 ,1°) 0 M � z CONNECTOR 60 4o Class 1, Zone 1, Groups IIA & IIB, T4 - 5.25(133) W 55 130 urres FER-•RE -" _ -- POWER/ALARM CABLE > N 50 120 2p° b lop 1!e ,pp 30 127) tin w 6 CONDUCTOR W/GND -INTERNAL WELL VENT a - _ „o - =--- 80 t ) .Q 45 450 114 - 2.0` DIA. i p 1o0< •p _ - - e 25(ta) I U ,�-- --_ __ --. 112(105) - J IA 90 - - - - - _ - - kA _ _ �_ - • .. E/ONE EQUALIZER I W w 35 ° '00 T = _ ^♦ Q' o80 160 ELECTRICAL QUICK DISCONNECT 130 -_- - (� I a 70 z 11° _- _ - ' 101- -- �-' I A � �1a NEMA 6P (EQD) I a 2s so 0 1,° J W _ -_ - -_ -- 44 /y < rJ0 t 121 - - _ - _ - _ _ _ •I I`+1 0 20 DISCHARGE 1 1/4' FPT �= - i 1'a--- s _.L_._1' v84"7b ` 0 INLET, GROMMET (304 S.S.) s - 40 s _ __ _ _ g� us cAua+s 30 Y rm__ PER MINUTE 20 w 60 ,-10p Pr 120 - - lig �y `,' f•� TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). 10 20 w-- - - - _ y QUICK DISCONNECT ASSY. I LEES DUST COVER SUPPLIED s 2 3 5 a PER SECOND I T FOR SHIPMENT (NOT (304 S.S.) I 10 _ _ 70 - = - o Tea�ing's perlamyd vnlh wafer.specMp 9ravey 1.0 Q 68°F°Ro'U.etlrr fluid•m•y vary P••�.r` SUITABLE FOR BURIAL) o 00 _ _ _ - - m ir1 (� 0 S.S. CAST BALL VALVE I _5 �r ',D "_-_ _ - _-_ _ _� q I _- 1• A-10 -20 E 1 1/4` DISCHARGE LINE 15 I _� -30 (304 S.S.) _Y0 40 -_-_- - -= =- J E✓ 42.8in HECK ALVE I -25 <M -ao ° �° CRANE' PUMPS a,SrsTErins � O t L--_L_--i I I I I I I I 4Jllidtl F6tlMry[ MTE 1n1 h_____,_w W 1087rrIn1 �NORYL� I o z a s e 10 12 14 is s NI I (0), ) cg gerc�e,yA..a 3pn Ar yn�,a ..ycm�..y.ems,,�e a ACroro Co Conp.y USA(937)7788907 • Canada: ) DISOiARGE °,GPM Tan Ame 7�A..e. nseaop Ar aai7non (9°5157-fiZ23 IMematlonal�(937)815-3598 DISCH ESD 08-0022 PE: ALARM ANTI-SIPHON VALVE 0 1 800mm (NORYL) NEW PUMP STATION K-4-2 EX. PUMP STATION K-4-1 EX. MAIN PUMP STATION 28.5in ON 724mm FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: HEALTH DEPARTMENT APPROVAL STAMP OFF 106gal 401 L AVERAGE DAILY DEMAND: 2.08 GPM AVERAGE DA&Y DEMAND: 3.61 GPM AVERAGE DAILY DEMAND: 8.67 GPM 20.5in 16.5in PEAK DAILY DEMAND: 9.03 GPM PEAK DAILY DEMAND: 15.47 GPM PEAK DAILY DEMAND: 36.2 GPM 521rrnn 420mm POLYETHYLENE TAW ! 7/29/2020 SCDHS COMMENTS PIPE MATERIAL DR-18 PVC FRICTION LOSS(C):130 PIPE MATERIAL• PVC FRICTION LOSS(C):130 PIPE MATERIAL: DUCTILE IRON FRICTION LOSS(C):100 74 gal 58 gal 1/2` NOMINAL WALL THICKNESS _r 7/2212020 SCDHS COMMENTS 280 L 220 L 150 GALLON CAPACITY PIPE LENGTH: 197 LF.(236 INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 199 LF.(235'INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 600 L.F.(660'INCL BENDS WORST CASE TO WASTE PIPE OUTLET ` S 6'n F. 612212020 SCDHS COMMENTS LOSS PER 100'@ 11/4*: 5.0' LOSS PER 100'@ 7: 6.15 LOSS PER 100'@ 4': 1.43' f "" """ 'i ELEVATION CHANGE: 5.5 ELEVATION CHANGE: 3.T ELEVATION CHANGE: 7.0 I 6/8/2020 SCDHS COMMENTS TOTAL PIPE LOSS: 5.0 X 235 LF/lar=11.8'+5.5'=17.3' TOTAL PIPE LOSS: 6.15 X 235 L.F/100=14.5+3.T=18.2 TOTAL PIPE LOSS: 1.43'X660 LFI100=9.4'+7.9=16.44' I AUG 2 4 20 2 Q 5/26/2020S CDHS COMMENTS C DIAMETER OF PIPE: 1.251N DIAMETER OF PIPE: 41N DIAMETER OF PIPE: 4 I l Sou f Ioic; oi•Nn REVISIONS CIP GPM: 13.0 GPM @ 17.3'HEAD LOSS(SEE CHART BELOW) GPM: 50 GPM @ 18.7 HEAD LOSS(SEE CHART BELOW) GPM: 108 GPM @ 16.44'HEAD LOSS(SEE CHART BELOW) Planning Board VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER=(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW I PIPE DIAMETER=(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) KC PD 09/30/19 F I ��� v.• SEMI-POSITIVE DISPLACEMENT TYPE PUMP V=0.4085 X 13.0 GPM/1.25 IN'= 3.4 FTISEC>2 FT/SEC. V=0.4085 X 50 GPM 121N,= 5.1 FT/SEC>2 FT/SEC. V=0.4085 X 108 GPM/4 IN'=2.8 FT/SEC>2 FT/SEC. EACH DIRECTLY DRIVEN BY A 1 HP MOTOR DR BY CW D DATE ISSUE SCALE USE A 11/41 PVC DR-18 FORCE MAIN USE EX.7 PVC FORCE MAIN USE EX.4'DUCTILE IRON FORCE MAIN Plans are prepared by Condon Engineering,P.C. r a a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting � �_'� A( under the direction of a licensed Professional Engineer,Architect,or Land r ® ® EX. MAIN PUMP STATION Sur ,eyor,to alter any item in any way.if an item bearing the seal of an Engineer, CONCRETE BALLAST MAY BE REQUIRED - SurvArcheyorect h Land Surveyors altered,the altering Engineer,Architect.or-followed SEE INSTALLATION INSTRUCTIONS � sysT��as PUMP STATION K-4-2 PUMP STATION K-4 1 VENTILATION survey�shapaffatotne itemmhisfiersealandthenatation'Afteredby'followed �� 0 z by hLs w signature and the date of such aftwdfions,and a specific description FOR DETAILS MODEL DH152 / DR152 BUOYANCY CALCULATIONS: VENTILATION CALCULATIONS: CALCULATIONS: °�' .T. ��FESSio�a`' DETAIL SHEET S.C.T.IIlL: DIST. 1000 SEC.40 BLK.03 LOT.05 NOTE: DIMENSIONS ARE FOR REF ONLY HIGHEST EXPECTED GROUNDWATER ELEV. =6.4 PUMP STATION VOLUME: PUMP STATION VOLUME: EASTERN LONG I SEAN D N A 0 0 5 2 P 0 2 BOTTOM OF VA UNIT ELEV. =3.8 8'0 X 6 DEEP=8'X n/4=401.9 CF 6'0 X 6'DEEP=s=X xf4=169.6 CF Aft TOTAL BUOYANT FORCE: ACH REQ.=12 FOR CONTINUOUS FLOW ACH REQ.=12 FOR CONTINUOUS FLOW Scale: 1'=40'-0' Condon Engineering, R C. KAM P G RO U N D PUMP STATION K-4-2 DETAIL 8.21 SF X(6.43.8)X62.4PCF=-1,332#X1.5=1,998# CFM REQ.=ACH X V 160 CFM REQ.=ACH X V/so Drawn b 1755 Sigsbee Road 690 QUEEN STREET N.T.S. RESIST FORCE BALLAST REQUIRED: Y JJC O F 1,998#/150 PCF=13.3 CF REQUIRED CFM: REQUIRED CFM: MattltUCk, New York 11952 GREENPORT NY 11944 CFM=12 X 401.9 CF 160=80.4 CFM CFM=12 X 169.69 CF 160=33.9 CFM 1631)298-1986(631)298-2651 fax ' PROVIDE 14 CF OF BALLAST. PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS 81 CFM MIN. PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS Date: T//31�vG4 ♦ mw.wrldonengineedrig.com SANITARY P 34 CFM MIN. LAN i ' I SOILS WITHIN 12'OF PAVEMENT PUMP STATION SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR 4"J'VENT OUTLET PROPOSED VALVE CHAMBER PAVEMENT SUBGRADE(WHERE APPLICABLE) 7 D.I.CHECK VALVE wz � LL \\4"J'VENT OUTLET2'D.I.PLUG VALVE \ \ \ \ \ \ PUMP PLATFORM / "SOILS IN EXCESS OF 9'BELOW PAVEMENT SUB 2.90•D.I.ELBOW EX. PUMP STATION EX. VALVE CHAMBER \ \ .. . EXPLOSION PROOF LIGHT GR \ \/\ ADE COMPACTED TO 90% 4' PVC SDR-35 INFLUENT LINE i 2'D.I.TEE FROM 825 QUEEN STREET PUMP PLATFORM 4'DJ.CHECK VALVE UWj J / O O 4"J'VENT OUTLET 4'D.I.PLUG VALVE a y\ UNDISTURBED i W :.'FINAL BACKFILL EARTH 2'D.I.UNE EXPLOSION PROOF LIGHT 4'90'D.I.ELBOW > • .'TO BE PLACED IN•'•: 2'PVC DR-18 INFLUENT LINE PVC SDR-1 8 PIPE(BY S OR APPROVED EQUAL) (2)LIBERTY PUMPS MODEL XLSG202M 2 HP \ I I 4'D.I.TEE PROPOSED 48'0 ACCESS MANHOLE I SUBMERSIBLE WASTEWATER GRINDER PUMPS I \ SINGLE PHASE OR AN APPROVED EQUAL. 8'PVC SDR-35 INFLUENT UNE I 4-D.I.LINE \i//\ INITIAL BACKFILL, FINISHED SUFFOLK COUNTY CASTING TO' \ GRADE CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE 4"J'VENT INLET I 6BOV o ABOVE TOP OF PIPE. I O O Mem 2'SDR-18 PVC 2'D.I.DISCHARGE LINE (2)BARNES I 0- \ \ (2)BARNES SERIES XSGV3022L 3HP SUBMERSIBLE I \ SPRINGLINE DISCHARGE UNE w WASTEWATER GRINDER PUMPS SINGLE PHASE L_________J EX o OR AN APPROVED EQUAL � \ �,.:, . •h Y_•" , •� .. ADJUST TO GRADE WITH N.J.SHALE o RED'BRICK&MORTAR(MIN.OF TWO BACKFILL PLACED ALTERNATELY IN ` 4' J'VENT INLET \ 0 0 0 0000000 0 \/ _r�}` "4 COURSES&MAX OF 15') /� 6'LIFTS ON BOTH SIDES OF SERVICE POLE ~?`i=?;jam;='t 00000 00o00000000 \�\�/ PIPE TO SPRINGLINE ELEVATION 6'LAYEROFSTONE SERVICE POLE 4'D.LDISCHARGEUNE io \ 00000000000000000000000°00 VISUAL ALARM EX ACCESS DOOR �/� MAINTAIN MIN.6'SEPARATION VISUAL ALARM LOCKING M.H.FRAME&COVER,BY CAMBELL BY BILCO EQUAL 4"J'VENT INLET 4"J'VENT INLET PRESHAPED FOUNDATION OR FLAT / /� MEE BEDDING(CLASS 1,11 OR 111)WHERE BETWEEN BRICKWORK AND STRUCTURE PATTERN NO. OR AN APPROVED EQUAL 'A'SERIES DUPLEX ELECTRICAL WITH INSECT RIM EL 15.0 FOUNDATION WITH BACKFILL TAMPED INTO /\ /\/ / UNSUITABLE MATERIAL IS 'A'SERIES DUPLEX ELECTRICAL WITH INSECT CONTROL PANEL SINGLE PHASE SCREEN PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION CONTROL PANEL SINGLE PHASE-,-,, SCREEN 4''J'VENT OUTLET WITH INSECT SCREEN LOCKING M.H.FRAME&COVER, A6 2012 WITH A 6130 ENCLOSURE (4-PVC SDR35 EX 4•'J'VENT OUTLET WITH INSECT SCREEN DISCRETION. O.D.+24'MAX OF PIPE TRENCHES AS REQUIRED IN DEPTH 6-(MIN.CLASS 150 PIPE) A CONTROL WITH A 6130 ENCLOSURE (4'PVC SDR35 ADJUST TO GRADE WITH (4'PVC SDR35 PIPE) LOCKINTYPE' G ADJUSTABLE CASTING CAMBELL -20 WITH JUNCTION BOX PIPE) (4'PVC SDR35 PIPE) NOTES (SEE NOTE BELOW) ASTM D2321,LATEST EDITION. (AS REQUIRED) WITH JUNCTION BOX PIPE) N.J.SHALE RED BRICK& 6'DIA,45•BEND MORTAR(MIN.OF TWO CAMBELL 1000 M.H. ADJUST TO GRADE WITH N.J.SHALE EX METAL M.H.FRAME&COVER, 1. CLASS I,11,111 OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE WITH PLAIN END z (STAINLESS STD.M.H.STEPS FRAME AND COVER Z COURSES&MAX OF 15') g Z � RED BRICK&MORTAR(MIN.OF TWO EX PORTABLE PUMP CONNECTION WITH ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). AND MECHANICAL g (STAINLESS STEEL) � bo a, to OURSES&MAX OF 15') RAPID CONNECTION CAPABILITIES JOINT FITTING(D.I.P.) RIMEL.15.4 EX METAL FRAME AND COVER 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH \ INS \ FRAME AND COVER FINISH GRADE WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF /��/ /��/��j _ REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE 6'X6'X6'WYE BRANCH 2'ELECTRICAL CONDUIT ENGINEER. WITH MECHANICAL JOINT 36•_ •. � o m 36' e SCREW ON CAPPED OR PLUG FITTINGS(D.I.P.) a e•" SCREW ON CAPPED OR PLUG ' GUIDE IC C i C NI 3. WHERE PIPE!S 4P!._TA_t..n ITN - . ":.L G••+ RAIL WITH -- z MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE GL A'o-S I r�:TEMAL. GUIDE 12' .C.(TYP.) S.C.D.P.W.STD.M.H.STEPS ? 4'SUPPLY VENT WITH AN EXPLOSION PROOF °• LIFTING n _S.C.D.P.W.STD.M.H.STEPS STAINLESS STEEL SEE TYPICAL FORCE RAIL WITH SEE TYPICAL FORCE INLINE SUPPLY FAN WITH 34 CFM MIN. ( } � 4, WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL (STAINLESS STEEL) CABLE w MAIN CLEAN-OUT FLOW _ 6'MIN.DIA. FLOW-� LIFTING MAIN CLEAN-OUT CONTINUOUS(12 AIR CHANGES PER HOUR)AT A ci > EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A 6'MIN.DIA• ir CABLE KOR-N-SEAL OR >o DETAIL STATIC PRESSURE OF 0.3 OR GREATER a FOR o E��( DETAIL 4'SUPPLY VENT WITH AN EXPLOSION PROOF FOR v FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, EQUAL(TYP.) HIGH WATER FLOAT SWITCH PUm 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR INLINE SUPPLY FAN WITH 81 CFM MIN. EACH r, : VALVE (ACTIVATE HIGH WATER ALARM AND DIALER) VALVE SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,'LATEST EDITION;AS CONTINUOUS(12 AIR CHANGES PER HOUR) PUMP PLUG VALVE AT A STATIC PRESSURE OF 0.3 OR GREATER (INV 10.2) AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH TY P I CAL SANITARY HOUSE C0NNECTI0N °. 8'PVC SDR-35 INFLUENT UNE N � BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. HIGH WATER FLOAT SWITCH (ACTIVATE HIGH WATER ALARM AND DIALER) EX 2'PVC DISCHARGE LINE KOR-N-SEAL OR EQUAL(TYP.) 4'DI DISCHARGE LINE PIPE TRE N C H SECTION CLEAN-0 UT DETAIL (INV 8.1) 1 a CHECK VALVE INV IN 10.7 CHECK VALVE LAG PUMP ON KOR-N-SEAL OR KQUA SEAL OR (INV 7.6)-'\ HECK VALVE EQUAL m'P) LAG PUMP ON(INV 9.7) 2'DRAIN UNE EQUAL(TYP.) INV OUT 10.7-2' EX 48'0 ACCESS MANHOLE 2'DRAIN LINE EX 48'0 ACCESS MANHOLE LEAD PUMP ON(INV 9.43) - .- INV OUT 10.0-4- L" FLOAT SWITCH SJE RHOMBUS SUPER GAS AND WATER TIGHT TRAP PUMP CONTROL NOTES: MATERIALS&JOINT$EQUIVALENT TO •, GAS AND WATER TIGHT TRAP WATER MAIN STANDARDS OF CONSTRUCTION 2'PVC DR-18 INFLUENT UNE _ __ _____________ SINGLE(TYP.) _ �? 1. DUAL PUMP CONTROL AND PRESSURE TESTED TO ASSURE WATER PUMP CONTROL NOTES: LOW WATER FLOAT SWITCH(PUMPS OFA `" TIGHTNESS PRIOR TO BACKFILLING KOR-N.SEAL Oil EQUAL(TYP-) (INV 8.2) 4•DUCTILE IRON 2. ALTERNATE PUMP STARTING TO DISTRIBUTE 10-0' 10-0' INV IN 10.7-2' 1. DUAL PUMP CONTROL LOW WATER FLOAT SWITCH d DISCHARGE UNE OPERATING TIME. TAKE 17 BINSTALL ELEOW GRADCTABLE E FLOAT SWITCH SJE RHOMBUS (ACTIVATE LOW WATER ALARM AND DIALER) _ _ _ _ _ _ _-_ _ -- FLOAT _ _ _ Z. ALTERNATE PUMP STARTING TO DISTRIBUTE OPERATING (INV 8.0) 3. HIGH LEVEL ALARM $ SUPER SINGLE(TYP.) TIME. NQ ELECTRIC SERVICE •�. EX U SCDPW STANDARD SANITARY MANHOLE ° GUIDE RAIL GUIDE 4. 4 FLOAT SWITCH OPERATION. r `r� HIGH WATER FLOAT SWITCH(PUMP ON)(EL 7.29) ° BOT.WET WELL EL.7.1 SP wPr o� s A N� 18'MIN. 2'SDR-18 PVC 3. HIGH LEVEL ALARM J LOW WATER FLOAT SWITCH(PUMP OFF)(EL.7.0} DISCHARGE LINE (2)BARNES SERIES XSGV3022L 3HP SUBMERSIBLE °, .° . 5. VISUAL AND AUDIBLE ALARM. t E�S� W a+e, a nt jU 11 r rJ. 10'LONG SLEEVE(SPLIT POLYETHYLENE) 4. 4 FLOAT SWITCH OPERATION. WASTEWATER GRINDER PUMPS SINGLE PHASE OR GUIDE RAIL BASE WATER MAIN OR 18• N, PLACED OVER ELECTRIC SERVICE LOW WATER FLOAT SWITCH .e. AN APPROVED EQUAL 6. ALL WIRING AND EQUIPMENT ARE TO BE IN Crux /� WATER SERVICE SEWER MAIN OR 6'-0' . '�� Cv,t Ip U n( J BUILDING CONNECTION 7 LONG SLEEVE(SPLIT POLYETHYLENE) (ACTIVATE LOW WATER ALARM AND DIALER) 5. VISUAL AND AUDIBLE ALARM. ACCORDANCE WITH THE NEC ART.500 HAZARDOUS (INV 6.9) ° FLOOR TO BE SLOPED TO PUMP LOCATIONS. PLACED OVER SEWER SERVICE GUIDE RAIL GUIDE ' ° 6. ALL WIRING AND EQUIPMENT ARE TO BE IN ACCORDANCE DISCHARGE POINTS MAIN PUMP STATION DETAIL ,8•MIN WITH THE NEC ART.500 HAZARDOUS LOCATIONS. 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BEMAIN OR EX 8 SCDPW STANDARD SANITARY MANHOLE s . GUIDE RAIL BASE TESTED TO 200 PSI. PROVIDE PIPE,FITTINGS AND _ _ _ _ _ - _ _-- - - _ SEWER SER L 5.9 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE TESTED VALVES TO ACCOMMODATE FOR TESTING AS SEWER SERVICE (2)UBERTY PUMPS MODEL XLSG202M 2 HP -°: •' TO 200 PSI. PROVIDE PIPE,FITTINGS AND VALVES TO NECESSARY. SUBMERSIBLE WASTEWATER GRINDER PU MP ° ° ACCOMMODATE FOR TESTING ASNECESSARY. I 1D'-0' ,�-0• -I ELECTRIC / 'SEWER CROSSING DETAIL SINGLE PHASE OR AN APPROVED EQUAL SLOPE FLOOR TO PUMPS 8. LOCKING DEVICES TO BE PANELS. SUPPLIED FOR ALL BILCO NOTE: 8'-0' 8. LOCKING DEVICES TO BE SUPPUED FOR ALL COVERS AND DOORS AND CONTROL PANELS. CONTROL PANELS. HORLZO TER SEPARATION Ur MILAN SEWER AND WATER LINES MUST BE 1V MINIMUM 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT PUMP STATION K-4-1 DETAIL 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT LIGHT LIGHT FIXTURE TO BE INSTALLED IN THE PUMP FIXTURE TO BE INSTALLED IN THE PUMP STATION. FIXTURE STATION. FIXTURE TO BEA EB12 BY RAS LIGHTING WAT E PUS EW E R CROSSING DETAIL TO BE A EB12 BY RAB LIGHTING OR AN APPROVED EQUAL OR AN APPROVED EQUAL. y T `U � O E., + CLASS'A' /q 2'DIA.BALL VALVE CONCRETE FILL W/2'DIA.GALV.NIPPLE ►,1+ 4(X10 PSI SUFFOLK COUNTY TYPE'F' JA .a TYPE II CEMENT FINISHED TAPPED BLIND ADJUSTABLE CASTING TO GRADE GRADE FLANGE ADJUST TO GRADE WITH N.J.SHALE E RED BRICK&MORTAR(MIN.OF TWO Q N • III - 1 COURSES&MAX OF 15') #3 RODS Z 9'INTO CONCRETE RAISED CAP a (2 REQUIRED) PRECAST . + r a 4 CLASS A. a H f TYPE II CEMENT PLAN WWF I 6'0 GALVANIZED STEEL PIPE w \ - TOP a BOTTOM FILLED WITH CONCRETE . A W I STANDARD M.H.FRAME&COVER, ,% "~ ^~ 4 6'LAYER OF STONE (PAINTED OSHA YELLOW) FINISH GRADE TYPE ADJUSTABLE CASTING ' MANHOLE NOTES: 8' ) MAINTAIN MIN.6'SEPARATION 45•BEND : Cl) U) jf3 «BARS g• BETWEEN BRICKWORK AND STRUCTURE I O.C.E.W.BOTTOM 1. ALL MANHOLES SECTIONS SHALL CONFORM TO >• PVC STOPPER(TYP.) t U _ A.S.T.M.6478,LATEST REVISION STANDARD r4 SPECIFICATIONS FOR PRECAST REINFORCED GRADE � N.J.SHALE 'MIN. 2'DIA.D.I.P. ADJUST TO GRADE WITH 36 N RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. '• 4'PVC SDR-35 @ 2% I 1 �" 1 COURSES&MAX OF 15') PLAN 2"DIA-45'BEND (Wy fppWYD 2. MANHOLE RISER SECTION TO BE FURNISHED IN NOTE:COVER WITH PLAIN END MANUF.IDENTIFICATION S.C,D.P,W.STD.M.H.STEPS 1,2,3,OR 4'HEIGHTS AS REQUIRED. THRUST BLOCK TO BEAR ON AND MECHANICAL + . .a CAST IN WALL (S.S.OR STEEL REINFORCED UNDISTURBED SOIL JOINT FITTING(D.I.P.) PLAN I :� :° COPOLYMER POLYPROPYLENE) 3. MANUR TO CERTIFY THAT MANHOLES DELIVERED I : ' .' HEALTH DEPARTMENT APPROVAL STAMP COPOL 12'O.C. MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. #4 @ EACH CORNER(rYP.) (TYP-) CIRCUMFERENTIAL I A. LOADING TO CONFORM T AASHTO H 20 LOADING q - + e • REINFORCEMENT 0.12 SQ.IN./FT. 4. LO 2'X2'X2'WYE BRANCH • a N 7/2912020 SCDHS COMMENTS OF HEIGHT ' WITH MECHANICAL JOINT mi mi 5. REBAR TO CONFORM TO ASTM A-615.60 FS=60,000 7122/2020 SCDHS COMMENTS FITTINGS(D.LP.) I ` % • : 6/22/2020 SCDHS COMMENTS 1�'CLEARENCE �'SQ.OR%'0 SELF PSI v e PP.) SEALING BUTYL RUBBER 4'PVC SDRZ @ 2% I 6/8/2020 SCDHS COMMENTS 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. A185 Fs�5,000 PSI THRUST BLOCK CLASS•A• +. 5/26/2020 SCDHS COMMENTS 4,000 PSI TYPE II CEMENT FLOW MIN.7 DIA. FLS - 4'X8'WYE �. = + REVISIONS 3'-3"MAX. 7. CONCRETE TO BE 4000PSI @ 28 DAYS MIN.2'DIA - . DR-18 DR-18 ANGLE VARIABLE (TYP.SIZE) :e1 A. . MAX=30' _ (TYP.) A' 8. FLAT SLAB TOPS(NO JOPM MUST HAVE TOP& #3 RODS BOTTOM STEEL 314'GRAVEL UNDER*WYE' i CONCRETE FOOTING. r . TAY SEWER UNDISTURBED - - - ' 1--- ' �. `�`` I /✓ 5. 9. REFER TO THE SCDFW SANT R SE D.I.P.SPOOL PIECE #4 @ EACH SIDE SECTION / STANDARD DETAIL SHEETS FOR ADDITIONAL EARTH r DETAILS. 4' AUG 2 0 2020 i + SECTIONBUILDING CONNECTION DETAIL BOLLARD DETAILS - - - -" - -- ' CIO ,r.(oid Town\ w w NOTE:MAX TEXT PRESSURE 200 PSI Planning Board U) g \`�,J�U8191 j 00 U PVC JOINTS A#2 STEEL HOOP AROUND OPENING(TYP.) PIPE SIZE DEAD DOR TEED 90'BEND 45'BEND 22-YZ'BEND a 6Wx6W/6X6 WWF S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 ��"�'� ,,p1. ' M N 2'(TYP.) 3140 4' 1 2 1 r TOP&BOTTOM - °• FESS�C FLEXIBLE JOINT(TYP.) 6- 3 4 2 1 OPENING 8' S 5 22 NOTE: EASTERN LONG ISLAND • 10• 7 10 Plans are prepared by Condon Engineering,P.C. K is a vidation of the Sale: ,'=40'-0� Condon d®n Engineering, P.C. .= 'Kat-NSEAU FLEXIBLE SLEEVE 12• 10 15 7Y 4 KAM PG ROU N 4 D • OR APPROVED EQUAL(TYP.) 16'20'24' 16 24 12 6 1. CONCRETE REQUIRED IN VEHICULAR TRAFFIC AREAS. New York State Education Law,Article 145,Section 7209,for any IY2COVER (SEE DETAIL) PRECAST person unless acting under the direction of a icensed Professional DETAIL THRUST BLOCK BEARING AREA CLASS•A' 2. CLEANOUTS REQUIRED FOR BENDS>45'. Engineer,Architect,or Land Surveyor,to�any item in any way.If an 1755 Sigsbee Road 690 QUEEN STREET OF SEE SCORING D Drawn by:JJC MONOLITHIC BASE SLAB SQUARE FOOT BEARING AREA OF 4000PSI Item bearing the seal of an Engineer,Architect,or Land Surveyor is Maffbck, New York 11952 , GREENPORT, NY 11944 SECTION A-A BLOCKING ON UNDISTURBED EARTH TYPE 11 CEMENT REINFORCEMENT#4 BARS altered,the alterirg Engineer,Architect,or land Surveyor shat aft to REINFORCEMENT C TOP the item his/her seal and the notation'A►tered W folowed by his/her (631)298-1986(631) 298-2651 fax THRUST BLOCK DETAIL TYPICAL FORCE MAIN CLEAN-OUT DETAIL signature and thedateasuchalterations,arida spedficdescriptiond Date: 1129/2020 www,caldonengineering.com DETAILS 4' DIAMETER SANITARY SEWER MANHOLE the alteration. i APPLICATION FOR BUILDING PERMIT SCTM#1000-40-3-5 LOCATION MAP 20 CABINS-10.080 S.F(504 S F.EA x20 CABINS) EASTERN LONG ISLAND KAMPGROUND PROPOSED CABINS CABIN OCCUPANCY LIMIT 4 PERSONSc`- PAVILLION-600 S F. BUILDING OCCUPANCY 40 PERSONS `�- DECKS-2,672 S.F.(90 S F.PER CABIN x 20 CABINS +872 S F PAVILLION DECK) LOT AREA-23.61 ACRES LOT COVERAGE- 120,595 S F.OR 117% i'v, v �h / �! F- -— (107,243 S.F.EXISTING+13,352 S.F.PROPOSED) J U L 2,2 2020 RESORT RESIDENTIAL(RR)ZONE SURVEY PREPARED BY NATHAN TAFT CORWIN d Southold Town LAND SURVEYOR DATED DEC.9,2019 Planning Board CONDITIONS ! ® I' l ' PUBLIC WATER SUPPLIER- NORTH 2' ��8 ' �Q SUFFOLK COUNTY WATER AUTHORITY �' i o a 8 •� 'p 8 #1 "`;^ 1 EDGE of REGRADED t / 0 1 , 24'-0°WIDE EARTH ROAD SANITARY SEWER: ; ' o #19 �/ ' 0 o ro °EGK '3 VILLAGE OF GREENPORT SEWER DISTRICT ' ELECTRIC SUPPLIER: VILLAGE OF GREENPORT ELECTRIC XISTING CHAIN LINK FENCE bbbaaa KAVP` ! f CABINS ARE FOR SEASONAL RENTAL USE ONLY #18 ^^v" PAVILLION PARKING AND DRIVEWAY SURFACES ARE PERVIOUS00, PAVILLION IS NOT TO BE USED FOR LODGING NO ADDITIONAL SIGNAGE PROPOSED \ 16 oo EDGE OF REGRADED EXTERIOR CABIN LIGHTING TO BE DARK SKY COMPLIANT 24'-0°WIDE EARTH ROAD #17� /^ #1 L, .' i #6 < „ '' "PQr, shod PARKING CALCULATIONS 1 PARKING SPACE PER CABIN TOTAL: 20 PARKING SPACES °��\ � \�� �,� 00 #10 so #1 REDUCTION OF 13 PARKING SPACES FROM EXISTING a CAMP SITE USE #8 i i �f �` ll DRAINAGE CALCULATION FOR ROOFS �\� \ `�s� �" -•�'/ � � ix I ROOF AREA-9,600 S F ((504 SF x 20 CABINS=10,080 S F) \ \ ~ ~ +600 S F PAVILLION) 83 C.F.PER CABIN= 2 4 FT 0 x 4 FT DEEP DRYWELL L \ `\ ✓ �- w F+"Ma� ( ) `- �Qo _- i EDGE I REGRADED 24'-0°WIDE EARTH ROAD 100 C.F.FOR PAVILLION=(2)4 FT 0 x 4 FT DEEP DRYWELL 1 EXISTING CHAIN LINK FENCEZZ o z EDGE OF WETLANDS FLAGGED \ ° BY DANIEL LEWIS OF N.Y.S D E C. NOVEMBER 15,2019 08 912 �V\ DATE SUBMITTED: 'PLAN \� —�\ ��FfSS1 PLAN 0NP�' DEC.16,2019 SITE SCALE. REVISIONS: �� —\ Condon Engineering, P.C. 1 I = 40'-011 JAN.8,2020 1755 Sigsbee Road DWG.NO. FEB.17,2020 EASTERN LONG ISLAND KAMPGROUND Mattituck, NY 11952 690 QUEEN STREET GREENPORT, NY 11944 100.01 rRECEIVED PLANT LIST JUL 212020 QTY BOTANICAL NAME COMMON NAME SIZE SPACING CODE TREES NORTH Southold Town 5 Llgwdambarstyraciflua Sweet Gum 2"-22'CAL. 35'O.C. LS Planning Board SHRUBS 38 Mynca pensylvanlca Northem Bayberry 7 GAL. 4'O.C. MP 15 Amelanchier Canadensis Shadbush/Servlceberry V-8'HT. 10'O C AC 14 Hamamelis Vemalis Witch Hazel 7 GAL. 10'O C. HV 12 Ilex verticdlata Winterberry 5 GAL. VO C IV < I 3 AC #2 BEST MANAGEMENT PRACTICES FOR LWRP I o I t USE NATIVE,DROUGHT-TOLERANT PLANTS IN I 2 HV LANDSCAPING / ' ' II #1 IV 2 C USE OF ORGANIC FERTILIZERS WHERE THE #19 #29 o I I oEeK WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF o 3 IV THE TOTAL NITROGEN IN THE MIXTURE A MAXIMUM OF 1 LB-OF NITROGEN PER 1,000 SQUARE DECK 2 MP FEET IN ANY ONE APPLICATION,WITH A CUMULATIVE N""" #3 APPLICATION OF NO MORE THAN 2LBS.PER 1,000 d HV SQUARE FEET PER YEAR #18 PAV LLION THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM ^ 3 AC IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL IST NOTE #17 /' #1i #6 i i 3 HV 0 ALL SELECTED PLANT SPECIES ARE NATIVE TO THE // I I I IV EXISTING ENVIRONMENT AND PROMOTE BIODIVERSITY 1 LS \>,\L-- #15 � I 3 MP 3 MP 21V 7#7 3AC I _ 3 3 MP EXISTING WETLAND VEGETATION #11 / °° I I r 3 MP - #9 // I 2HV 3AC MP I LS I 3 MP 41V gra[ p 3HV �.(1�Of NE' Or 100'WETLAND BOUNDARY - I•• _ -- -- - _ 2 MP CJ' 3 LS O WETLANDS 081912 819i2 DATE SUBMITTED: LANDSCAPE PLAN JUL.20,2020 _ _ ALE: REVISIONS: Condon Engineering, 1" =401-0e EASTERN LONG ISLAND iG4MPGROUND 1755 Sigsbee Road DWG.NO.Mattituck, NY 11952 690 QUEEN STREET GREENPORT,NY 11944 100.02 ' I RECEIVED Condon Engineering, P.C. �- 1755 Sigsbee Road JUL 2,2 2020 Mattituck, NY 11952 SoUthold Town Planning Board I Z 33 O 28 �— 5' 0 d - --� - 1 W Wm W 10'-5" I r QU) Z B THROOM � - - -- 1 i � � J W � ° � ! I Lu O 41 00 BEDROOM 1 ill KICHLER V Z 90230Z ` Z W ---- ' O 01) Lu 0 Lu - -- - / -- J Z O `° / COVERED N LIVING SPACE PORCH -1 W 10'-4 16'-3" KICHLER 90230Z I BEDROOM 2- i, i - `"N EPH I - I * o� r O o o� I� O --- NIN FESSIONa10 .100-1 33' - DATE: DEC. 19,2019 REVISIONS: FEB. 17,2020 JUL.20,2020 ZONING AND PLANNING 2 BEDROOM CABIN FLOOR PLAN NOT TST U FOR CONSTRUCTTI ON SCALE:4"= 1'-0" DWG.NO. 300.01 J Condon Engineering, P.C. /- --- -- — —3T-7"— - - ----- / 1755 Sigsbee Road Mattituck, NY 11952 Z D ICC/ANSI ACCESS RAMP0 a I � � F Nwrn CLOSET Z ~ Z - T-4", T� ICC$ANSI�-� n Q U) ACCESSIBLE-I J W w cc r 1 o BATHROOM I W rn KICHLER ❑ V Z T 902302 I _— l �— �X48"CSR' -1 — � iV i� 0 W W 04 J Z 5 N COVERED - ' ? c W IS 3� PORCH LIVING SPACE L ` KICHLER —' BEDROOM 1 i 902302 14'-3'— T 4'-3' - I r L0 0 0 O` 0 0 ��QFCSS�Q��� / – —— -- -- 33' DATE: DEC. 19,2019 REVISIONS: FEB. 17,2020 RECEIVED JUL.20,2020 JUL 12' 2020 -- ZONING AND PLANNING 1 BEDROOM CABIN F LOO R P LAN Southold Town NOT N BE USED Planning Board FOR CONSTRUCTION SCALE:4'= 1'-0" DWG.NO. 300.02 L Condon Engineering, P.C. /- ------- - --- —3s'--------- - 1755 Sigsbee Road — - 6- - Mattituck, NY 11952 i N ICC/ANSI ACCESS RAMP Z 7 O _ I a COUNTER / I � IT WO) ICC/ANSI \I 0 Lu ACCESSIBLE BATHROOM o I Z U) z z H 'JA \ �I / KICHLER v/ W I\ \ 902302 ` w /O ❑ L- -1 o cn �J C7 /n 0 LL v 4 'CLR_ T0 z LU OCD Of Z NT DECK N Ix RECREATIONAL SPACE H I � I , Q M W KICHLER d 90230Z r � N?r- 04 M N C7f X fE ` KICHLER L KICHLE CH ER KICHLER R E 9023OZ KICHLER 90230E 902302 DECK DATE: DEC. 19,2019 SEE DWG.NO 300.04 SEE DWG.NO 300.04 REVISIONS: FEB. 17,2020 10' / JUL.20,2020 ZONING AND PLANNING PAVI LLION FLOOR PLAN AVE® NOT T°REUSED I—_- FOR CONSTRUCTION SCALE:4'- 1'-0° JUL 2,2, 20200 — -- - -- DWG.NO. 300.03 Southold Town Planning Board R" ECEIVED Condon Engineering, P.C. 1-- 1755 Sigsbee Road JUL 212020 Mattituck, NY 11952 Southold Town Planning Board C3 Z O . C7 a LU w w � STANDING SEAM METAL ROOF Z Z IN FOREST GREEN Q 07 z F- -- - - J w W NATURAL 6"T.W.CEDAR Z o w - - -- — LU � QC - - - --- - - -- - Z 0 _ VINYL WINDOWS IN FOREST GREEN IJ.i - - -- - WITH BROWN TRIM AND SHUTTERS i'- � i a - - W - = FIBERGLASS DOORS PAINTED GREEN WITH BROWN TRIM — o o _ ---- ---- — — -- --- - - —------- �r��o s � V 0819 2 �� �pR�FfSS10NP�, DATE: DEC. 19,2019 REVISIONS: FEB. 17,2020 JUL.20,2020 ZONING AND PLANNING CABIN FRONT ELEVATION NOTTOTEU FOR CONSTRUCTITI ON SCALE:4°= 1-0" DWG. NO. 400.01 1 RECEIVED Condon Engineering, P.C. F --- 1755 Sigsbee Road JUL 12 2020 Mattituck, NY 11952 Southold Town Planning Board 0 z D O O a W Z � Z JW W \� W d z C) W OJ coW z LU oe: - -- - -- - - - -- - -- -- __ _ ________- - -- -_ w - -- - - --- -- -- - -- - --- ----- ----- ---- - -- � I � I-sl DATE: DEC. 19,2019 REVISIONS: FEB. 17,2020 JUL.20,2020 I ZONING AND PLANNING CABIN SIDE ELEVATION NOT TO T USED i FOR CONSTRUCTION SCALE:4'= 1'-0" DWG.NO. 400.02 i RECEIVED Condon Engineering, P.C. F- 1755 Sigsbee Road JUL 212020 Mattituck, NY 11952 �- Southold- Town Planning Board Z n O G. w w � STANDING SEAM METAL ROOF _ _ _ _ Z Z IN FOREST GREEN Q U) Ill w Q_ NATURAL 6"T.W.CEDAR = - _- / \ _ -- - ! Z w ---- — - - KICHLER 902302 0 co � - - -- - - --- - --- --- --- "SEASIDE"SCONCE Z C� VINYL WINDOWS IN FOREST GREEN - ----- -- ---- -- - -- -- -- --- - - ro W WITH BROWN TRIM AND SHUTTERS _ 36"NATURAL TIMBER \ RAILING VJ FIBERGLASS DOORS PAINTED GREEN --- - WITH BROWN TRIM 0 00 -- — - - -- - -- -- -- rjV N WY � W SIN p 912 FO,oR Nay``' DATE: D ,2019 REVISIONS: FEB. 17,2020 JUL.20,2020 ZONING AND PLANNING PAVILLION FRONT ELEVATION NOT TOBEUSED FOR CONSTRUCTION SCALE:q"= 1'-0" DWG.NO. 400.03 i RECEIVED Condon Engineering, P.C. -- 1755 Sigsbee Road JUL 2,2 2020 Mattituck, NY 11952 __ __ Southold Town Planning Board Z m 0 w 0 IL qg � w w w az J LU 0 CL Z C) W i m � Z O - -- w ---- ------ ---- -- - i - Coll 36"NATURAL TIMBER - - -- - - - - -- -- ---- — RAILING — --_-- -- -- -- — - -- -- — w OF - -------- --- -- - - - - - --- -- -----------------� FQ� B1912 DATE: DEC. 19,2019 REVISIONS: FEB. 17,2020 JUL.20,2020 ZONING AND PLANNING PAVILLION SIDE ELEVATION NOT TO BE USED FOR CONSTRUCTION SCALE:q"= 1'-0" DWG.NO. 400.04 'C��oPO N / SANITARY FLOW CALCULATIONS: Go�� / ALLOWABLE SEWAGE FLOW TOTAL SITE: m w e / GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. Z 0 / POPULATION DENSITY EQUIVALENT 24 AC.x 600 G.P.D./AC =14,400 G.P.D. ��� / EXISTING SEWAGE FLOW: Q' KAMPGROUND BATHS: 10 GPD/CAMPER k 4 CAMPERS X 186 CAMPSITES=7,440 GPD COUNTY PARK ��O EX.SMH 10 A 7.9 KAMPGROUND SHOWERS: 5 GPD/CAMPER 4 CAMPERS X 186 CAMPSITES=3,720 GPD VACANT LAND ,,\\`'` �� SF RESIDENCE: = 300 GPD TOWN OF SOUTHOLD GOU =11,460 GPD PROPOSED SEWAGE FLOW: !�PO CABINS(504 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD PROJECT KAMPGROUND BATHS: 10 GPD/CAMPER k 4 CAMPERS X 153 CAMPSITES=6,120 GPD LOCATION C` KAMPGROUND SHOWERS: 5 GPD/CAMPER it 4 CAMPERS X 153 CAMPSITES=3,060 GPD / SF RESIDENCE: = 300 GPD \O / =12,480 GPD 2.0 THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. AS REQUIRED UNDER THE RESORT RESIDENtIAL(RR)ZONE,THE PROPERTY IS ONLY ° OPEN SEASONALLY AND IS CLOSED DURING THE WINTER MONTHS. VILLAGE OF GREENPORT LOCATION MAP N EX.SMH 10-B 1"=600' � N p W 1N SINGLE FAMILY GENERAL NOTES O RESIDENCES CONNECTED TO PUBLIC WATER 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE o STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS Z REQUIRED. SINGLE FAMILY G 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED RESIDENCE m NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP CONNECTED TO PUBLIC WATER OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC 2 9 INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC.9,2019 ELEVATIONS ARE REFERENCED TO THE NVAD 88. �Qca• DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED X� MAY 21,1976,SITE PLAN BY MARK SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND °4�f L SKETCHES PROVIDED BY THE OWNER. I � \� EX.600 L.F.4"FORCE MAIN 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL 1.1 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES SINGLE FAMILY VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR RESIDENCE SINGLE FAMILY SANITARY LINES OR STRUCTURES. CONNECTED TO PUBLIC WATER RESIDENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS 1 d CONNECTED TO PUBLIC WATER BEFORE COMMENCING WORK. 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ��� �5F SCTM:QUEEN S0-3-6.1 NSP TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR 825 QUEEN STREET ° KAMPGROUND SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. FDEBRIS SHALL NOT BE BURIED ON-SITE. OWNER'S RESIDENCE V_ EX.1-STORY ��l ct q (CONNECTED TO EX. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR MAIN PUMP STATION) d ' COMMUMITY BLDG. ' ff1 TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO W/CONCESSION M � NPV'( � WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 1,475 S F. �SP � EX.MAIN SANITARY PUMP STATION p NO SANITARY / m p 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY N X (SEE DETAIL SHEET P-3&P-4) ~o EX. MH K-7 } p STRENGTH CONCRETE. • Cn 1 ZM_ m P 9. SANITARY PAPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. SEE SHEET 2 FOR 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED EX.W M. EX.8"t EWE `?�° AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, MORE INFORMATION PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE __.,..- SINGLE FAMILY X.SMH K-5 " 0 INSTALLATION NTEVON YORK GUIDELENANCE OF INES FOR EROSIION ON AND SEDIMENT CNTROL URES ALL CONFORM ON ROL RESIDENCE CONNECTED TO i - 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM • VACANT PUBLIC WATER1 DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD 18.8 1 ;\ t 14.0 PROCTOR TEST. w /" , 00 t 12. LOT AREA-24 ACRES --<, VACANT LAND L.WASTE I 13. RESORT RESIDENTIAL(RR)ZONE \A11 ��2 w / / 14. THE SITE IS:SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. . EX.SMH K-4 " / / / w /" • EX.ELECTRIC 20.0w / / EX.SMH K-3 / / / pNPVj RQPD Iw w EX.8 SEWER PS EX.W.M. ,_ • EX.ELECTRIC IEX:SMH K-2 w EX _, • Cn SEE SHEET 2 FOR EX.SMH K-1 x . PROPOSED WATER , LU / w / �% /MAIN\ I W E RY MAIN(TYP.) MORE INFORMATION ATHS/SH f w / % EX 1 S.F. co DCD / pSPNP�j ROA \ pSPNP\5 ROPD— — — —� \ ,� \ EX.PUMP STATION // � PROPOSED ELECTRIC ' w /" J / w I'/ / `' ± • SERVICE EX.SMH K-2-1 EX.1-STORY w �' BATH ERS EX.PUMP STATION K-4-1 PROPOSED FORCE +8.0 68 • 1 MAIN(TYP.) \ \� LT ROA EX.WASTE SPNRO ASpNP LINE(TYP.) h'LT _• � ,11.._..-. 1: m ® #z ® ..aCID• • i; 4 VACANT LAND \ p m zo , I 1 s •1 ! ~ REGRADED 24'WIDE r O \ w " ! #3 EARTH ROAD �. CID M #18 ! o 0 !I i ROAD ASPHALT i LU " _. `• , ®i!•`� °"" ± PROPOSED 1-STOFIY 600 SF PAVILLION 16 i' - i I WITH DECK 0 y• HEALTH DEPARTMENT APPROVAL STAMP M . I O EX.W.M. •`. i z ` 14 p _.._..� #17 ;' © -- --- i PROPOSED 20 1 TORY ' > ® 504 SF CABINS 6/22/2020 SCDHS COMMENTS © ,12 ( ` 6/8/2020 SCDHS COMMENTS #15 - PROPOSED 60 X 4'DEEP 5/26/2020 SCDHS COMMENTS `' © I• ROOF DRYWELL(TYP.) REVISIONS #10 ..J 13 a EX.TENT SITE TO BE ) r F I V E P��OF N£4y r� 100'SETBACK WETTLAND LINE REMOVED .'' ':'-' • t �. #11 ® SEPH JUL 2.2 2020 o , N80°07'20,, 7 .� ® / VILLAGE OF GREENPOI T i Southold Town �/ 1011 1, " VACANTLAND I C= `� :;..., Planning Board PROPOSED SEWER O 0 912 MAIN(TYP.) REGRADED 24'WIDE FESS10��a�, FRESHWATER WETLAND LINE \`.,\ 10 9 EARTH ROAD S.C.T.M.: DIST. 1000 SEC. 40 BILK. 03 LOT. 05 VILLAGE OF GREENPORT �.. VACANT LAND �' `� Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale: 1"= 100`-0" Condon Engineering P.C. EASTKAMPGROUND E^RN LONG ISLAND `�• New York State Education Law,Article 145,Section 7209,for any KAMPG ROU N D person unless acting under the direction of a licensed Professional \ Engineer,Architect,or Land Surveyor,to alter an item in an way.If an 1755 Si sbee Road o g y y y y Drawn by:JJC g 690 QUEEN STREET item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck New York 11952 GREENPORT altered,the altering Engineer,Architect,or Land Surveyor shall affix to NY 11944 �,. �t the item his/her seal and the notation"Altered by"followed by his/her Date: 1/29/2020 (631) 298-1986 (631) 298-2651 fax signature and the date of such alterations,and a specific description o the alteration. WWW.COndOnenineerin •COn1 f www.condonengineering.com OVERALL SANITARY PLAN \ 1 t \ N \ 2, CP \ EX.SMH K-4 / EX. CAMP SITES w �. CAW SITES W \ / EX.SMH K-3 w w X.U.G.ELECTRIC(TYP.) 'f / LU / / w `\ PSPHAti READ / EX.SMH K-2 / EX. CAMP SITES" / w \ EX.2"FORCE:MAIN , / BOT.ELE , / w , / WEIREL.10.9 / ( _� v, EX.SMH K-1 / / EX. RESTRDOMS / --/j PROP.PUMP 0 \ EX.U.G.ELECTRIC(TYP.) / CONTROL PANEL EX.WASTE LINE(TYP.) EX.WATER LINE(TYP.) / PROP.VALVE CHAMBER / w O \ w / / _ MAN EX. / W / R' PROP.ELEC.TO BE PLACED IN CONDUIT W / \ w RESTROOMS ' ,' / 1/ / / \ / � •�: SEE PUMP STATION / 1 DETAIL 1 SHEET P-4 / 7 EX.PUMP STATION K-4-1 STA 0+00 / / / I. `\ 3 r, / �__PROPOSEDELECTRIC _ \ W ' W / 1 (TYP.) -\ PR POSED SMH K-4- 2 \ / EX. CAMP SITES RIM 15.4 SERVICE TYP. I rn 'i �/ INV S IN 10.7(1114") pROPD / I STA 455.71 / w W INV N OUT 10.7(2") / / / SCTM:1000-40-3-6.1 / SECURITY FENCE 1 I / � RIM 13.3`� EX. MP STATION 825 QUEEN STREET / \ ' EX. CAMP SITES TOP WET WELL 13.9// / I I / INV RIM Y5.0 \ ' BOT.WET WELL 5. / 1 \ \ I PROPOSED 1"O WATER\ / w �.. INV W IN 10.x(8") EX.PUMP I SERVICE(TYP.) / - \ INV IN 1 7(4") CONTROL PANEL pSPHA�i R�A� Y \ INV S�UT/10.0(4") JUNCTION BOX \� \ I 3 I 1 1• I \4 _ .t:-' - h o #1 R, BOT.WET WALL EL.7.1 5��\ .o F.F.15.5 I rs X ` �P ..J � u� 6'0 MAN OLE W 1\14 x,3.2 Dw #� c Y ii 5 Dw m / EX.4"FORCE MAIN PROPOSE HOUSE CON OPOS,7 �c,4 1 11x,4.0 O o _ 0 O F.F.15.5 � 13 ROAD + 114" DOT SLOPE MSN.) PW I •\ fj/ l ( / \ / I I I \ , 1 \ #4 x. PROPOSED 4"O HOUSE CONN, '1 --F.F.16.0 Nvi2o (114"PER FOOT SLOPE MIN.) / #20 '() O 11 0 co -----------------------� x �� EX.6"SEWE WASTE LINE(TYP.) / 0 / w 1 \ 3.2 1 � EX.PORTABLE PUMP F.F.16.5 � m 1' P�OPOSED TRANSFORMER \ I CONNECTION WITH #19 x tis co f ➢ e I / EX.SMH K-5 F.F.17.5 // .'��/' `z\'.1. x,4.4 PROP,PUMP STATION K-4.2 PROPOSED ELECTRIC / 1 v o RAPID CONNECTION 1 STA 2+b4,36 13 / rcn CAPABILITIES ` EX. CAMP SITES 1 iI O� \ / /STA1+75.03 loo,lp \ x138 SERVICE(TYP.) NO SEWER 'f o. i'1 r y\ s/\ / 1' \ INV S IN 6.4(8") \ �'� w -+ \ I C c / WN \ RIM 13.7 \ v EX.VALVE CHAMBER --ice- i, 2, TOP SEWER EL.9.9 \ , `\ CONNECTIONS) �- \ ---- �,�\\ 2'�j ��� /'3OT.ELEC.EL,11.4 1 1, l INV N OUT 7.3(1 114")\ m X �/ I \ / u' 1 0 \ W ROPOSED SMH K-4-7 s . . . / 1 \\ � / DW / / �` y EX.MAIN SANITARY PUMP STATION ` \W -�- STA 7+71.91 \ 11 BOT.WET WELL EL.3.8 \ \ m p \ / ONE EXTREME SERIES DH152 / (SEE DETAIL SHEETS P-3&P-4) \\ W 1 RIM 14.6 // EJECTO'R,UNIT(TO BE INSTALLED IN 1: I I I / _ �! / EX.WOOD STOCKADE SECURITY FENCE \ I r INV OUT 11.1 / / SCC DA E J . _ PROP.ELEC.TO B�PLACED IN CONDUIT Y `\ // I I /,o•',o, /MANUFACT ES F FICATIONS) PROP.2"VENT THROUGH 112 ROOF � � F.F� 5.0 x i 3 RAMP Dw I, / x �� / I y fOPOSED U. CAMP SITES o \�� /v � 1 ! SECURITY FENCE _ \ PAVILLION W Dw , : \ ,� , MAIN PUMP STATION \ woe �� I / \/ F.F.16.0 p `-'� PROPOSED SMH t1=4-3)1 / 0#1 I /. BOLLARD(TYP.) a Dw \ STA 3+3+22.70 / \\ F.F.16.5 I /.\ o \ ROP.PUMP RIM 14.4 41 \ \ 1597 / FX / �j \ 28 L.F.8"0 SDR 35 @ 0.71/o DECK CONTROL PANEL \ 5 s' \ yNV IN N 8.7(8") I (5 MIN.) INV OUT W 8.3(8") -P 3a x PROPOSED SMH K-4.3 m Z \ 4 4 \ I I \ \ \ 7i 3 L.F.8'O DR 35 0.48% x \ \ ,�8,• /r ,/\. STA 2+35.59 @ I w \ M EX. CAMP SITES PROPOSED SMH K-4.6 ox•/r r/ \ r -\ RIM 13.5 \\\ i4.a `\ I \ / / / #1�/ \ -INVJN E 7.9(8") r \ \ STA 6+44.40 r. -RxF.X5.0 „1 \ : 1 N RIM 15.2 -- A�0 , r'/ / x, INV IN � \\\ I Q ti O. / /' O INKN OUT 6.6(8") 8 ow \ I \` M INV IN 9.7(8") csF r,/. / N M - M INV OUT 9.5(8") _ �¢ ., / i i� / \ PROPOSED SMH K•4.4y� \\ ���? "�I ------------�--- ---- -_ _ O / �� Dw STA 3+10.73 EX.SPIGOT AND \ o c I \ M ___-__._ M - �4� 5 r yo, / x r r �%� / / \ RIM 11.3 C� WATfR LINE TO BE `\ X 0 V #5 I I I a I �s �t - ?��INV IN SE 8.2(8") AB)d�DONED o o F.F.16.0 \\ Uj c '� / i l tt f N�SW-IN 7.3(8") - \ Dw \\o .- I I / / i -F.F.14.0 1 UT 7.1'(8 } \ \� - -..� #17 / ' - DW a I \\ _ STA 5+90.73 5.5 \ // f /X-- - ^OO co x 1- \ 6 �Pc / I _ -- TOP ELEC,EL.7.5 �.�/ - ✓ ��i / \ F.F.15.0 \ LL, \ BOT.SEWER EL.9.0 �qDw Oc/�r# \ \� o•o 'F > O°o8OQ��\`,\ \ \ x ` PROPOSED-1T WATER I X (TYP.), \1 / / INV 9.5 p 15 F.F.13.5 s �a� I IIIII FT-. PROPOSED 4" @ x 61, 'r,", 4wo z \u d, x,,.e Dw HOUSE CONN.r_ x o,9 706 1313c s `� �� Dw F.13.5 i II xzz Uco #7 \ \ F.F. .0 \ F.F.14.5 \ 9- x \\\\\ EX.S +GOT AND \ X. X #� co /I x x12.B DW (10-MIN) / \ WATER LIN�•0 BE c 1 \ / F.F.13.5 r PROPOS D SMH K-4.4- r \ \ / � ► \ e `\ ABANDON \ OFp r/ STA 3+94 22 \ \ \ \ RIM 12.3 \\ \\ \ \ F.F.12.5 Dw 1 �'�\ x„o� ..' x , / �/ D/ INV OUT .0,zo x // PRO/004"0 HOUSE CO N. . /x ,,9x (114" TLOPE MI Rr \ HEALTH DEPARTMENT APPROVAL STAMP \ \ \\ PROPOSED SMH K-4� \ / co �'� I / PROPOSED EL�CTRIC / , "" ' °_" STA 4+50.40 \ I--- -- - x/ #9 I SERVICE(TYP,) JUL 2.2 202 6/22/2020 SCDHS COMMENTS �x RIM 10.9 \\ F.F.12.5 / N807 I �� \ \\\ \\ \\\\ INV OUT 7:9-(8„) '~'�\\ ow �,`' I I II 0 _-- -- -__-___._�� 6/8/2020 SCDHS COMMENTS O FLAG \\\ \\`\ �\ ���� \'\ \\ �'/ \\\ x ` I x � Planning Board � \ \ \ \\ \ --- I � x,25 � Southold Town 5/26/2020 SCDHS COMMENTS 10 1 \\ - \\ \ \ PROPOSED 6-0�(4 DEEP I REVISIONS ■ / 1 \ - -- - ,` \�\ /' x PROPOSED ROADWAY ROOF DRYWELL(TYP.) - 80"07'20" \ \\ \ \ W W \ / / I 'h^� .,• 1 '��-1 ' ,,� III \\\ bV \ `-----'_ - ` \\ \\ \\'\ \ -� W �'\ W ox / 1 Plans are prepared b Condon Engineering,P.C. It is a violation of the New York State Education \ \ \ \ \ x� \ P P Y �. ------` \ x \ \z9 \\ `\ Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing \ \ \ \ 16 I \ o \ \ \ \\ I x I 1 \ N the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ��\ w •, •j:-- J ,la \ \ \ THAI y / \ -_ Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her \ "" FfNc / / u� signature and the date of such alterations,and a specific c descri tion of the alteration. .. FRESHWATER WETLAND LINE \ �x \ �\\ \\ \\ \\ \\ 0 9 P P \ a \ LG \ \ \ \ \ \ \ l O ,111, O� \ ` \ \ ` \ 1 / 1 �}5{t�1'•, �� S.C.T.M.: DIST. 1000 SEC. 40 BLK. 03 LOT. 05 EASTERN LONG ISLAND \ _ Condon Engineering, P.C. KAMPGROUND 2 \ \ \ \ \ 9 690 QUEEN STREET of 1755 Si sbee Road \ Drawn by:JJC Mattituck, New York 11952 GREENPORT, NY 11944 ` \ - (631) 298-1986 (631) 298-2651 fax Date: 1/29/2020 www,condonengineering.com SANITARY PLAN Z_ VISVCn �RED) I W Z SEN7RY FR07ECC7 FLUS I(�I I I(�w�InI F ® `V LI LL Z W y UCR DIMENSION FROM o v� � z "-' w = w BACK PANEL TO * * 20 J -' O m = a M EXTERNAL VISUAL & AUDIBLE ALARM FRONT OF OPEN � W �� W Y Y v REMOTE SENTRY DRY CONTACTS FOR DOOR = 18.02" ° ® + U z 0 W W w Z Z P M W _ O w�u.ti + vi - O ?i a' 7 Z F- v tr N °�co n OPTIONAL POWER LOSS HIGH LEVEL O -- a Q to Z d = x = o a � w w o r„°% ALARM (POWER LOSS ALARM FOR WIRELESS) ° W U) F > > o o a ut o LL z MANUAL ALARM SILENCE 0® Wtn � � i � m tiwWo = - � � NMS z Z V OZ fnZF 0 + ,,,, O tn �V Cl! f-- W rn � O ' UQ �_ » O OQ � tnZ � c+o � ZO tnnmH ® a W W Q � lY ? ? m � � � » OQ O ^ � O MANUAL RUN 15.85" a to re a " STATUS LED'S NORMAL, PUMP RUNNING, HIGH LEVEL $ `.'�' ® Y a `" a Z a a TROUBLE INDICATIONS: RUN DRY, OVERPRESSURE, BROWNOUT, $ "-` --------- __ -�� _ --------- STATUS ------ _ o ft" VOLTAGE, EXTENDED RUN TIME o°o "' p 1 -------------- __________ N M „ Z o DRY CONTACTS - -----�-- o ----- --- o oo " F � > > ----- -- --------- --to - - - CONFORMAL COATED CIRCUIT BOARD (BOTH SIDES) Cn ------- ----- ---------- --- - o o M Cn � o �, Z Z + F STA +75.03 ---- a i to Z J . Q to M PADLOCK -- DEAD FRONT * ELEC. CL U) z z z - - `1 i o = PREDICTIVE ALARMS _ � - U o .p _� N N o �� + - J Q - O r; ao > it Z REAL TIME PUMP PERFORMANCE M - ---- �, Q ___- x ft Z 0 ---- a -----a - 1.13/° --- --- - ---- ---------- � = o Ft > 8„O 0 AB @ ADJUSTABLE ALARM DELAY ENCLOSURE N N - " N _ Z ADJUSTABLE RUN TIME DELAY CORROSION PROOF THERMOPLASTIC 1 Q � '_ Z '� 124E J HOUR/CYCLE COUNTER ELECTRICAL CONPOLYESTER TROL B ENCLOSUUL RE 13.56" 197L•F Z # z Z 190 L.F.8"0 DR 8 @ 0'74% a NEMA 4X ENCLOSURE ASSEMBLY 2"O DR-18FpRCEpggIN o ° J o > 135 L.F.8"O DR-18 @ 0.4 /° T � x � TOP BOARD (PUMP 1/MASTER) BOTTOM BOARD (PUMP 2/SLAVE) 71 .F.8"0 SDR 35 @ 0.42% n � STA 5+90.73 Z J I r-- O o O O 0 O � v = rn ELEC.SERV. co > PUMP 1 PUMP 2 0 O O O 5 F28LF.8"O SDR 3@ 0.71% F Z Z it � 19 ' ® :J6 ' ® :J6 PROVIDE 1 CF OF f Z CONCRETE BALLAST WP-2 WP-2 WP-1 WP-1 o O O O 0+ + + + + + + + + + + + + + + +00 PROFILE EX. PUMP STATION K-4-1 TO SMH K-4-7 N mmmmmmmmm�mm mmmmmmmmmmmm • SCALE:V=40'HORIZONTAL = `} Y N N L1 ,S A N L1 _ m pip wR: 1"=4'-0"VERTICAL o rn cn oo W vi ti � F-' rn O + "' W Z p 0 rr " � W � o v aNZNZ NN od N � anF Y W HA >> > 0 ++ , =3 d ,+.r � 7 a U) Z ° O O � Fezz na. inFf m 15 x ^=a, o NEXISTING URAUL 15 a �ntr - _ c�i> M O rn M ------ --- ---------- CID ---- N ------------ 0 ti - M ; _ ___---_-_ O W Z ~ O O ------------ ---- a M - z L1 0 < n - arni-- W PUMP 2 PUMP 1 a U' Fr Z Z Z ------- NEUTRAL I I I I I I _ GAD EXISTING GRADE a `" ry = > ( III # Z N 'Z POWER �Ljof<JZ ZWFo - + SOURCE Ul �W Fz 10 ° 10 it 129 L.F.8"fd DR 18 @ 1.01 Z w <R W SGS 04/02/12 PJD - N/A 79 L.F.8"0 OF"8 @ 01% M J of J J Z J J SILENCE BUZZER + M 83 L.F.8"0 SDR 35 @ 1.69% N a < a s DR By DATE CHK'D ISSUE SCALE I v M F . F Q PIN FUNCTION 20005 EXTREME LEGEND ® U 06 _ # z z FRDM CORE -® M Z Z 1 MANUAL RUN RED BROWN 2 L1 BLACK RED FACTUR CABLE 4 3+00 3+50 4+00 2+00 2+50 3+00 3+50 4+00 4+50 +00 3 N WHITE BLACK FACTORY INSTALLED SENTRY PROTECT PLUS PANEL, DUPLEX 4 GND GREEN GRN/YEL 120V 60Hz PROFILE SMH K-4-4 TO SMH K4-4-1 PROFILE SMH K-4-3 TO SMH K-4-3-2 5 ALARM FEED ORANGE YELLOW CONTROL CABLE: SCALE:1"=40'HORIZONTAL SCALEA'=40'HORIZONTAL 6 ALARM RETURN BLUE BLUE TYPE TC: DIRECT BURIAL, N A 0 3 4 4 P 0 4 1"=4'-0"VERTICAL 1"=4'-0"VERTICAL SIX CONDUCTOR ®� ®F\1 El ®� (HARD WIRED F EIONE SPD PUMP PERFORMANCE CURVE L �''� �ItyPumps- •be IDP1Zigr onlmiar3Czi o LEVEL CONTROLS) GRINDER PUN', 1HP, 1725 RPM �rm,,,,�r" 100 - -- 230 Arainifyanaempoyeeow°edcnmrany Companyname: PFC EQUIPMENT FIELD JOINT REQUIRED ®�¶[� (WIRELESS �s+B�e■w� �r Created by: lJ/J "s;r C;FZ Cdr IN DFO .o t Rhona: FOR MODELS F] LEVEL CONTROLS) s5 zz0 DH152-129 / DR152-129 eo z1p - >.r .-' ��� Date: 3112/2019 DH152-160 / DR152-160 as _ � zoo XLSG200-Series (Single Stage) 98280869 SEG.A15.20.2.60H 60 Hz GASKETED LID, HDPE 80 �pw PRESSUREgDES10NPRESSVRFF 180 XLSGX200-Series (2-Stage) m sec.Ass°xsoN,e°Hr ._ 180 ACCESS WAY 75 _ 2HP Submersible Grinder Pump for . 17O70 ,6o Hazardous Locations _ DUAL WALL, CORRUGATED 65 Class 1, Division 1, Groups C & D, T4 STRAIN RELIEF CORD HDPE ACCESSWAY - '�p P ' CONNECTOR 60 40 Class 1, Zone 1, Groups IIIA & 1113, T4 7Q - 70 POWER/ALARM CABLE Ss 130 Ertaaa"Ear,n F - 6 CONDUCTOR W/GND 50 120 a s� INTERNAL WELL VENT m 110 - 2.0" DIA. a _ ___ Z oo _ 40 4. E/ONE EQUALIZER o i 35 80 ELECTRICAL QUICK DISCONNECT Y 20 NEMA 6P (EQD) 10 DISCHARGE 1 1/4" FPT -_ _ 10 S 40 _ „o INLET, GROMMET (304 S.S.) ,5 z s TO ACCEPT 4.50" O.D. 3n _-- _`" PVC PIPE (STANDARD). ,p 20 n+�, ° ,° a° � '° .._ _ '_ _ ao " °0 7o eo en o0., °pmi QUICK DISCONNECT ASSY. ~1 DUST COVER SUPPLIED o O s ' FOR SHIPMENT (NOT (304 S.S.) p o° -. ..T - 2. Pi SUITABLE FOR BURIAL) o -' _r -ir._- 20 _.. S.S. CAST BALL VALVE -5 -to - -_ 1 1/4" DISCHARGE LINE is I 30 '° = =__ '° 1.0 (304 S.S.) zp 40 os _. -2.51:1 -Paw -50 0° .. a. -- So 42.8in HECK ALVE L____L__ , I � 1 � , , , -'O aAuoaepca",«,,,� Pnnf&d(mm 6Nndlp.ProdOet Certfer(201p.0f a70f na 1087mm �NORYL� o z a s e to ,z 4 is a �"n,-n4�oLiE n➢D mDL,M Ml9 ,,Rn,'« ,, DISCHARGE p), cans 'D^��om wni.r.n�row"+,t�� �� D.TmAvawe BC ASC.10q.PT R8/>/10t4 �^ qen NYiA"M • DwneSO45d3-2550 r fm 585-09a]g39 • FmvO GDmy®trEe,tyAWry,ra,n " ry.p,.,r,yty„np,,,�rsmn DISCH --------�-- ALARM ANTI-SIPHON VALVE 8000 (NQRYL) NEW PUMP STATION K-4-2 EX. PUMP STATION K-4-1 EX. MAIN PUMP STATION 800mm 28.5in ON 724mm FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: OFF 106sal 401 L AVERAGE DAILY DEMAND: 2.08 GPM AVERAGE DAILY DEMAND: 3.61 GPM AVERAGE DAILY DEMAND: 8 67 GPM 20.5in 16.5in 521mm 420mm PEAK DAILY DEMAND: 9.03 GPM PEAK DAILY DEMAND: 15.47 GPM PEAK DAILY DEMAND: 36.2 GPM [� _ HEALTH DEPARTMENT APPROVAL STAMP POLYETHYLENE TANK PIPE MATERIAL: DR-18 PVC FRICTION LOSS C 130 PIPE MATERIAL: PVC FRICTION LOSS C):130 PIPE MATERIAL: DUCTILE IRON FRICTION LOSS C 100 1'� ..�._1 E_ Q-.�r 74 sal 58 sal 1/2" NOMINAL WALL THICKNESS ( )' ( ( )� 280 L 220 L 150 GALLON CAPACITY PIPE LENGTH: 197 L.F.(235'INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 199 L.F.(235'INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 600 L.F.(660'INCL.BENDS WORST CASE TO WASTE PIPE OUTLET) 6/22/2020 SCDHS COMMENTS LOSS PER 100'@ 1 1/4": 5.0' LOSS PER 100'@ 2": 6.16' LOSS PER 100'@ 4": 1.14' J U L 2.2 2020 6/8/2020 SCDHS COMMENTS ELEVATION CHANGE: 5.5' ELEVATION CHANGE: 3.T ELEVATION CHANGE: 7.0' -__________-.,___ TOTAL PIPE LOSS: 5.0'X 235 L.F/100'=11.8'+5.5'=17.3' TOTAL PIPE LOSS: 6.16'X 235 L.F/100'=14.5'+3.7'=18.2' TOTAL PIPE LOSS: 1.14'X 660 L.F/100'=7.5'+7.0'=14.5' Southold TOwn 5/26/2020 SCDHS COMMENTS U` VPC NSF CIP DIAMETER OF PIPE: 1.25 IN DIAMETER OF PIPE: 4 IN DIAMETER OF PIPE: 4 I Planning Board REV SIGNS ® GPM: 13.0 GPM @ 17.3'HEAD LOSS(SEE CHART BELOW) GPM: 50 GPM @ 18.2'HEAD LOSS(SEE CHART BELOW) GPM: 95.5 GPM @ 14.5'HEAD LOSS(SEE CHART BELOW) PSE NE Iyr VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW/PAPE DIAMETER'(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW/PIPE DIAMETER'(2 FT.PER SEC.MINIMUM) 5� pSEPH O SEMI-POSITIVE DISPLACEMENT TYPE PUMP KC PD 09/30/19 F CO �� V=0.4085 X 13.0 GPM/1.25 IN' = 3.4 FT/SEC>2 FT/SEC. V=0.4085 X 50 GPM 12 INZ= 5.1 FT/SEC>2 FT/SEC. V=0.4085 X 95.5 GPM 14 IN'= 2.4 FT/SEC>2 FTISEC. * � EACH DIRECTLY DRIVEN BY A 1 HP MOTOR DR BY CHK'D DATE ISSUE SCALE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York O a USE A 1 1/4"PVC DR-18 FORCE MAIN USE EX.2"PVC FORCE MAIN USE EX.4"DUCTILE IRON FORCE MAIN State Education Law,Article 145,Section 7209,far any person unless acting under the direction of a licensed Professional Engiineer,Architect,or Land t Surveyor,to alter an item in an way.If an item bearing the seal of an Engineer y �� ® EX. MAIN PUMP STATION y y y y i g s ' u Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land O � pa V• CONCRETE BALLAST MAY BE REQUIRED PUMP STATION K-4-2 PUMP STATION K-4-1 VENTILATION Surveyor shall affix to the item his/her seal and the notation"Altered by"followed SEE INSTALLATION INSTRUCTIONS ��M/n IER Wf G71EMS by his/her signature and the date of such alterations,and a specific description �FfSSIO�P FOR DETAILS MODEL DH152 / DR152 BUOYANCY CALCULATIONS: VENTILATION CALCULATIONS: CALCULATIONS. of the alteration. DETAIL SHEET S.C.T.M.: DIST. 1000 SEC. 410 BLK. 03 LOT. 05 NOTE: DIMENSIONS ARE FOR REF ONLY HIGHEST EXPECTED GROUNDWATER ELEV. =6.4 PUMP STATION VOLUME: PUMP STATION VOLUME: EASTERN LONG ISLAND NA0052PO2BOTTOM OF I/A UNIT ELEV. =3.8 8'0XFDEEP=8'XTd4=401.9 CF 6'0X6'DEEP=6'Xn/4=169.6 CF TOTAL BUOYANT FORCE: ACH REQ.=12 FOR CONTINUOUS FLOW ACH REQ.=12 FOR CONTINUOUS FLOW Scale: 1"=40'-0" Condon Engineering, P.C. MM PG RO U N D PUMP STATION K-4-2 DETAIL 8.21SFX(6.4-3.8)X62.4PCIF 1,332#X1.5=1,998# CFM REQ.=ACH X V 160 CFM REQ.=ACH X V 160 1755 Sigsbee Road 690 QUEEN STREET �F N.T.S. 1R,998#TI 160 PCF RCE BALLAST 13.3 C REQUIRED: REQUIRED CFM: REQUIRED CFM: Drawn by:JJC Mattituck, New York 11952 CFM=12 X 401.9 CF 160=80.4 CFM CFM=12 X 169.69 CF/60=33.9 CFM G RE E N PO RT, NY 11944 PROVIDE 14 CF OF BALLAST. (631) 298-1986 (631) 298-2651 fax Date: 1129/2020 PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS 81 CFM MIN, PROVIDE AN EXPLOSION PROOF INLINE FAN WITH CONTINUOUS WWW.condonengineering.com 34 CFM MIN. SANITARY PLAN PUMP STATION SOILS WITHIN 12"OF PAVEMENT 4""J"VENT OUTLET SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR PROPOSED VALVE CHAMBER PAVEMENT SUBGRADE(WHERE APPLICABLE) 4""J"VENT OUTLET 2"D.I.CHECK VALVE PUMP PLATFORM 2"D.I.PLUG VALVE /\ EXPLOSION PROOF LIGHT 2"90*D.I.ELBOW \��/j\�//\y/j .:.SOILS IN EXCESS OF 9"BELOW PAVEMENT SUB \�/\\�% EX. PUMP STATION EX. VALVE CHAMBER GRADE COMPACTED TO 90% 4" PVC SDR-35 INFLUENT LINE 2"D.I.TEE FROM 825 QUEEN STREET PUMP PLATFORM / •:.. O 4"D.I.CHECK VALVE J /i\\��\ j � O 4""J"FENT OUTLET \/\ \// 2"PVC DR-18 INFLUENT LINE la I 2"D.I.LINE 4"D.I.PLUG VALVE \j\%j\�� FINAL BACKFILL \/\\/ UNDISTURBED I EXPLOSION PROOF LIGHT 4"90°D.I.ELBOW > v/%\�/\ ,•:• .: TO BE PLACED 12"LIFTS \ \/ PVC SDR-18 PIPE(BY ADS (2)LIBERTY PUMPS MODEL XLSG202M 2 HP 4"D.I.TEE / \\ /\\ OR APPROVED EQUAL) SUBMERSIBLE WASTEWATER GRINDER PUMPS PROPOSED 48"0 ACCESS MANHOLE I 0 SINGLE PHASE OR AN APPROVED EQUAL, j 8"PVC SDR-35 INFLUENT LINE I I 4"D.I.LINE \\//�/ %\\�/\ INITIAL BACKFILL, SUFFOLK COUNTY TYPE"F" 4""J"VENT INLET I \\�\\/ \\/�/ FINISHED CAPPED OR PLUGGED / / %\ 2" ADJUSTABLE CASTING TO GRADE GRADE 2"SDR-18 PVC j O j�/\\�/ \% ABOVE TOP OF PIPE. DISCHARGE LINE 2"D.I.DISCHARGE LINE (2)GRUNDFOS MODEL 98280869 SEG.A.15.20.2.60H I !\�/%// 2 HP SUBMERSIBLE WASTEWATER GRINDER L-________ I w //\\ \/\\/ SPRINGLINE EX.48"0 ACCESS MANHOLE o w J ADJUST TO GRADE WITH N.J.SHALE PUMPS SINGLE PHASE OR AN APPROVED EQUAL. a /// 4""J"VENT INLET o //\//\\// \\/\\�// COURSES&MAXRED BRICK& ROFRSMIN.OF TWO \ \// BACKFILL PLACED ALTERNATELY IN \�/ >0000000 000000000 \�//\\ 6"LIFTS ON BOTH SIDES OF ) SERVICE POLE SERVICE POLE \//\/j 00000 00000000000 //\// PIPE TO SPRINGLINE ELEVATION :_ 6 LAYER OF STONE &"D.I.DISCHARGE LINE \j/\j 000 00000000000000 VISUAL ALARM VISUAL ALARM EX.ACCESSCOOR \ \j X00000000000000000 LOCKING M.H.FRAME&COVER,BY CAMBELL BY BILCO EQUAL / r./ / / / / / / / / i MAINTAIN MIN.6"SEPARATION 4""J"VENT INLET PATTERN N0.1460A OR AN APPROVED EQUAL 4""J"VENT INLET PRE-SHAPED FOUNDATION OR FLAT // // /\\//\\//\//�%\\//\\//\\//\\//\�//\\//\� \/%/ BEDDING(CLASS I,II OR III)WHERE BETWEEN BRICKWORK AND STRUCTURE "A"SERIES DUPLEX ELECTRICAL WITH INSECT "A"SERIES DUPLEX ELECTRICAL WITH INSECT RIM EL.15.0 FOUNDATION WITH BACKFILL TAMPED INTO / /iy/iii�� ii//i//i UNSUITABLE MATERIAL IS CONTROL PANEL SINGLE PHASE SCREEN CONTROL PANEL SINGLE PHASE SCREEN PIPE HAUNCHES,AT CONTRACTORS 4""J"VENT OUTLET WITH INSECT SCREEN ENCOUNTERED DURING EXCAVATION A6-2012 WITH A 6130 ENCLOSURE (4"PVC SDR35 ADJUST TO GRADE WITH LOCKING M.H.FRAME&COVER, A6-2012 WITH A 6130 ENCLOSURE (4"PVC SDR35 EX.4""J"VENT OUTLET WITH INSECT SCREEN DISCRETION. 0 D.+24"MAX. DEPTH WITH JUNCTION BOX PIPE) N.J.SHALE RED BRICK& (4"PVC SDR35 PIPE) TYPE"F"ADJUSTABLE CASTING CAMBELL 1734 WITH JUNCTION BOX PIPE) 4"PVC SDR35 PIPE NOTES (SEE NOTE BELOW) OF PIPE TRENCHES AS REQUIRED IN (AS REQUIRED) 6"(MIN.CLASS 150 PIPE) ( ) ASTM D2321,LATEST EDITION. z MORTAR(MIN.OF TWO CAMBELL 1000 M.H. 6"DIA.45°BEND COURSES&MAX.OF 15") 2 (STAINLESS STD.M.H.STEPS FRAME AND COVER ADJUST TO GRADE WITH N.J.SHALE EX.METAL M.H.FRAME&COVER, 1. CLASS I,ll,III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE WITH PLAIN END (STAINLESS STEEL) RED BRICK&MORTAR(MIN.OF TWO EX.PORTABLE PUMP CONNECTION WITH ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). AND MECHANICAL FINISH GRADE RIM EL.15.41 1OURSES&MAX.OF 15") RAPID CONNECTION CAPABILITIES JOINT FITTING(D I.P.) ��� EX.METAL FRAME AND COVER /��/ 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING FRAME AND COVER FINISH GRADE BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS THE TRENCH 2"ELECTRICAL CONDUIT i WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF a REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE 6"X6"X6"WYE BRANCH 36" o 00 36" ENGINEER. WITH MECHANICAL JOINT ' • SCREW ON CAPPED OR PLUG 2"ELECTRICAL ND IT GUIDE FITTINGS DIP SCREW ON CAPPED OR PLUG (D.I.P.) GUIDE RAIL WITH 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL RAIL WITH 12" .C.(TYP.) S.C.D.P.W.STD.M.H.STEPS ? 4"SUPPLY VENT WITH AN EXPLOSION PROOF MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. a• ,.• a a S.C.D.P.W.STD.M.H.STEPS LIFTING (STAINLESS STEEL) SEE TYPICAL FORCE INLINE SUPPLY FAN WITH 34 CFM MIN. It LIFTING (STAINLESS STEEL) SEE TYPICAL FORCE CABLE CABLE > MAIN CLEAN-OUT CONTINUOUS(12 AIR CHANGES PER HOUR)AT A > MAIN CLEAN-OUT 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL FLOW FLOW 4"SUPPLY VENT WITH AN EXPLOSION PROOF FOR KOR-N-SEAL OR o DETAIL STATIC PRESSURE OF 0.3 OR GREATER a, FOR KOR-N-SEAL OR o DETAIL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A ---�- 6"MIN.DIA. 6"MIN.DIA. .- INLINE SUPPLY FAN WITH 81 CFM MIN. EQUAL(TYP.) EACH a EQUAL TYP. FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, CONTINUOUS(12 AIR CHANGES PER HOUR) EACH p HIGH WATER FLOAT SWITCH PUMP (TYP.) "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR AT A STATIC PRESSURE OF 0.3 OR GREATER PUMP PLUG VALVE VALVE (ACTIVATE HIGH WATER ALARM AND DIALER) VALVE SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION;AS (INV 10.2) AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH HIGH WATER FLOAT SWITCH • a 8"PVC SDR-35 INFLUENT LINE + ITIBOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. TYPICAL SANITARY HOUSE CONNECTION (ACTIVATE HIGH WATER ALARM AND DIALER; I _ 4"DI DISCHARGE LINE PIPE TRENCH SECTION CLEAN-OUT DETAIL (INV 8.1 (11 a EX.2"PVC DISCHARGE LINE KOR-N-SEAL OR EQUAL TYP.) LAG PUMP ON CHECK VALVE INV IN 10.7 _ CHECK VALVE (INV 7.6) HECK VALVE KOR-N-SEAL OR o KOR-N-SEAL OR EQUAL(TYP.) 00 LAG PUMP ON(INV 9.7) EQUAL(TYP.) INV OUT 10.7.2" 2"DRAIN LINE 2"DRAIN LINE EX.48"0 ACCESS MANHOLE LEAD PUMP ON(INV 9.43) - _ 7 2 INV OUT 10.0.4" EX.48"0 ACCESS MANHOLE 2"PVC DR-18 INFLUENT LINE ° GAS AND WATER TIGHT TRAP FLOAT SWITCH SJE RHOMBUS SUPER GAS AND WATER TIGHT TRAP PUMP CONTROL NOTES: -- -- --'---------- SINGLE(TYP.) KOR-N-SEAL OR EQUAL(TYP.) PUMP CONTROL NOTES: LOW WATER FLOAT SWITCH(PUMPS OFF) N 1 . DUAL PUMP CONTROL MATERIALS&JOINTS EQUIVALENT TO (INV 8.2) 4"DUCTILE IRON 2ALTERNATE PUMP STARTING TO DISTRIBUTE WATER MAIN STANDARDS OF CONSTRUCTION INV IN 10.7-2" .1. DUAL PUMP CONTROL ° DISCHARGE LINE AND PRESSURE TESTED TO ASSURE WATER LOW WATER FLOAT SWITCH OPERATING TIME. INSTALL DETECTABLE MARK-OUT FLOAT SWITCH SJE RHOMBUS (ACTIVATE LOW WATER ALARM AND DIALER) TIGHTNESS PRIOR TO BACKFILLING TAKE 12"BELOW GRADE TIME. SUPER SINGLE(TYP.) 2. ALTERNATE PUMP STARTING TO DISTRIBUTE OPERATING (INV 8.0) 3. HIGH LEVEL ALARM T10''0" 10'-0" 10'-0" _ _ _ _ _ _ _ p EX.6'SCDPW STANDARD SANITARY MANHOLE ELECTRIC SERVICE HIGH WATER FLOAT SWITCH(PUMP ON)(EL.7.29) a , ° GUIDE RAIL GUIDE 4. 4 FLOAT SWITCH OPERATION 2"SDR-18 PVC 3. HIGH LEVEL ALARM BOT.WET WELL EL.7.1 LOW WATER FLOAT SWITCH(PUMP OFF)(EL.7.0) DISCHARGE LINE cO (2)GRUNDFOS MODEL SEG.A.15.20.R2.(EX).2.1.603 2 G - _ _ _ LOW WATER FLOAT SWITCH a° 4. 4 FLOAT SWITCH OPERATION. HP SUBMERSIBLE WASTEWATER GRINDER PUMPS ,. • "1 1 5. VISUAL AND AUDIBLE ALARM. 10'LONG SLEEVE(SPLIT POLYETHYLENE) (ACTIVATE LOW WATER ALARM AND DIALER) SINGLE PHASE OR AN APPROVED EQUAL. GUIDE RAIL BASE 6. ALL WIRING AND EQUIPMENT ARE TO BE IN 18"MIN 18"MIN. PLACED OVER ELECTRIC SERVICE (INV 6.9) a 5. VISUAL AND AUDIBLE ALARM. 6'-0" ACCORDANCE WITH THE NEC ART.500 HAZARDOUS 2'LONG SLEEVE(SPLIT POLYETHYLENE) __Z6. ALL WIRING AND EQUIPMENT ARE TO BE IN ACCORDANCE FLOOR TO BE SLOPED TO PUMP LOCATIONS. WATER MAIN OR PLACED OVER SEWER SERVICE GUIDE RAIL GUIDE WITH THE NEC ART.500 HAZARDOUS LOCATIONS. DISCHARGE POINTS MAIN PUMP STATION DETAIL WATER SERVICE SEWER MAIN , EX.8'SCDPW STANDARD SANITARY MANHOLE s GUIDE RAIL BASE 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE BUILDING CONNECTION TESTED TO 200 PSI. PROVIDE PIPE,FITTINGSEWER MAIN OR S AND 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE TESTED VALVES TO ACCOMMODATE FOR TESTINGAS S 18"MIN SEWER SERVICE (2)LIBERTY PUMPS MODEL XLSG202M 2 HP ° • a a; TO 200 PSI. PROVIDE PIPE,FITTINGS AND VALVES TO NECESSARY. SUBMERSIBLE WASTEWATER GRINDER PUMPS ,• • • ACCOMMODATE FOR TESTING AS NECESSARY. SINGLE PHASE OR AN APPROVED EQUAL. • • SLOPE FLOOR TO PUMPSELECTRIC / SEWER CROSSING DETAIL. 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL COVERS AND 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL BILCO - - - - - - - - CONTROL PANELS. DOORS AND CONTROL PANELS, 101-01, 1 10'-0" PUMP STATION K-4-1 DETAIL 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT LIGHT 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT NOTE: FIXTURE TO BE INSTALLED IN THE PUMP STATION. FIXTURE LIGHT FIXTURE TO BE INSTALLED IN THE PUMP HORIZONTAL SEPARATION BETWEEN SEWER TO BE A EB12 BY RAB LIGHTING OR AN APPROVED EQUAL. STATION. FIXTURE TO BE A EB12 BY RAB LIGHTING AND WATER LINES MUST BE 10'MINIMUM OR AN APPROVED EQUAL. WATER/SEWER CROSSING DETAIL a + CLASS"A" AQ� CONCRETE FILL A 2"DIA.BALL VALVE 4000 PSI W/2"DIA.GAL/.NIPPLE TYPE II CEMENT FINISHED TAPPED BLIND SUFFOLK COUNTY TYPE"F" ITI GRADE FLANGE ADJUSTABLE CASTING TO GRADE ADJUST TO GRADE WITH N.J.SHALE ! RED BRICK&MORTAR(MIN.OF TWO #3 RODS I COURSES&MAX.OF 15") a 9"INTO CONCRETE - a I °• (2 REQUIRED) ° ` ° RAISED CAP g . PRECAST j i r�j, r>YT, • 2 CLASS"A" 00 4000PSI j PLAN \\y\r\ \ \//��� TYPE II CEMENT �/ swxsw/sxs wwR 6"0 GALVANIZED STEEL PIPE STANDARD M.H.FRAME&COVER, FINISH GRADE TYPE"F"ADJUSTABLE CASTING TOP&BOTTOM I FILLED WITH CONCRETE • I (PAINTED OSHA YELLOW) • 6 LAYER OF STONE ! MANHOLE NOTES: 8"(TYP.) ! , - #4 BARS @ 8" �\��i,, a MAINTAIN MIN.6"SEPARATION 45°BEND ;• zo O.C.E.W.BOTTOM /. 1 A.S.ALLMMNC0LES 478,11+TESTSECTIONS REVISION STANDARD CONFORM ADJUST \r'��/,\\v " s \\/.�� BETWEEN BRICKWORK AND STRUCTURE PVC STOPPER(TYP.) I M SPECIFICATIONS FOR PRECAST REINFORCED a •' ADJUST TO GRADE WITH N.J.SHALE '■` GRADE RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 36"MIN. 2"DIA.D.I.P. i 1Y -24" COURSES&MAX.OF 15") PLAN COVER 2. MANHOLE RISER SECTION TO BE FURNISHED IN 2"DIA.45°BEND 4"PVC SDR-35 @ 2% S.C.D.P.W.STD.M.H.STEPS 1,2,3,OR 4'HEIGHTS AS REQUIRED. NOTE: WITH PLAIN END MANUF.IDENTIFICATION CAST IN WALL (S.S.OR STEEL REINFORCED THRUST BLOCK TO BEAR ON AND MECHANICAL \\j COPOLYMER POLYPROPYLENE) 3. MANUF.TO CERTIFY THAT MANHOLES DELIVERED �� �y UNDISTURBED SOIL JOINT FITTING(D.I.P.) PLAN I ° 12"O.C. MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. C (TYP,) CIRCUMFERENTIAL y\ #4 @ EACH CORNER(TYP.) REINFORCEMENT 0.12 SQ.IN./FT. 4. LOADING TO CONFORM T AASHTO H-20 LOADING i \\i j d• z OF HEIGHT T\/ `/i 2"x2"X2"WYE BRANCH •d °• HEALTH DEPARTMENT APPROVAL STAMP 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 WITH MECHANICAL JOINT z v a N 1Y2"CLEARENCE %"SQ.OR%"0 SELF PSI �� �\ FITTINGS(D.I.P.) A. (TYP, SEALING BUTYL RUBBER V v ih ° 6122/2020 SCDHS COMMENTS 6, WELDED WIRE MESH TO CONFORM TO A.S.T.M. � g" 4"PVC SDR-35 @ 2% I .:°.• 61812020 SCDHS COMMENTS A185 Fs=65,000 PSI THRUST BLOCK CLASS"A" ° \\� "A ° ,A '. 5/26/2020 SCDHS COMMENTS 4,000 PSI TYPE II CEMENT i /i FLOW FLOW 4"X8"WYE 3'-3"MAX. - MIN.2"DIA. MIN.2"DIA. I a• v REVISIONS 7. CONCRETE TO BE 4000PSI 28 DAYS i i @ �\ ` DR-18 DR-18 (TYP.SIZE) (TYP.) 4 fi . \.(, ANGLE VARIABLE *aa °.• 8. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP& #3 RODS ;\ \� MAX=30° - - o BOTTOM STEEL. T� ' 24"fd SONOTUBE 3/4"GRAVEL UNDER"WYE' i CONCRETE FOOTING-[� (�` SECTION -- f• �� g�°`; 5'- 9. REFER TO THE SCDPW SANITARY SEWER �/•��\`r�r\ UNDISTURBED STANDARD DETAIL SHEETS FOR ADDITIONAL 1` EARTH D.I.P.SPOOL PIECE #4 @ EACH SIDE DETAILS. ;. • a SECTION 4 JUL 2.2 2020 fir._ LU BUILDING CONNECTION DETAIL BOLLARD DETAILS - -- --- - U) Southold Town 1 - 03;1'•"1� M Planning Board f' __ \- O PVC JOINTS NOTE:MAX.TEXT PRESSURE 200 PSI ' \. �` q w PIPE SIZE 90°BEND 45°BEND 22Y"BEND a ° � �\�rr _��_� •� A#2 STEEL HOOP AROUND OPENING(TYP.) DEAD END �.: g� CO 2"(TYP.) 3140 OR TEE 6Wx6W/6X6 WWF 2 a TOP&BOTTOM S.C.T.M.: DIST. 1000 SEC.40 BLK" 03 LOT. 05 a° 1 Y 2 1 Y - • FLEXIBLE JOINT(TYP.) 8„ 5 7 24 1Y OPENING EASTERN LONG ISLAND ° "KOR-N-SEAL"FLEXIBLE SLEEVE 10" 7 10 5 2Y NOTE: ■ ■ 12 10 15 12 4 Condon Engineering, P.C. �(AMPGROUND 1VE (S APPROVED EQUAL(TYP.) .4 1. CONCRETE REQUIRED IN VEHICULAR TRAFFIC AREAS. New York State Educationbn Law,Article 145,Section 17209,for anyf the Scale: 1°=40'0" COVER (SEE DETAIL) 16,20,24" 16 24 12 6PRECAST SEE SCORING DETAIL THRUST BLOCK BEARING AREA CLASS"A" person unless acting under the direction of a licensed Professional 1755 Si sbee Road 690 QUEEN STREET MONOLITHIC BASE SLAB 2. CLEANOUTS REQUIRED FOR BENDS>45°. Engineer,Architect,or Land Surveyor,to after any item in any way.If an g OF C SECTION A-A SQUARE FOOT BEARING AREA OF 4000PSI Drawn by:JJC r REINFORCEMENT#4 BARS BLOCKING ON UNDISTURBED EARTH TYPE II CEMENT item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 GREEN PORT, NY 11944 8"O.C.E.W.TOP altered,the altering Engineer,Architect,or Land Surveyor shall affix to (631) 298-1986 (631) 298-2651 fax the item his/her seal and the notation"Altered by"followed by his/her Date: 1/29/2020 4' DIAMETER SANITARY SEWER MANHOLE THRUST BLOCK DETAIL TYPICAL FORCE MAIN CLEAN-OUT DETAIL signature and the date of such alterations,and a specific description of www.condonengineering.com DETAILS the alteration. l 1 o I o0 J � p / ' f ✓`� U r ✓ �' i' uv 'er LU ry o 10, C0Y C c:. 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L L - .. titi64L kN`1N©dNDMJ0 o LU sfa a ✓ w z o ° o @ of aNf1021JdW`d)i aNV'1SI ;7NOl N2131SV3 L-o UJ Z n c YZ 2 ❑D_ Y N 5 =� I a wtt o oN m Y a 0 z ou LU Y E I ....��,.,.... uj, w LLI I ups i I J u. Q d cv ID b7666 AN`1210dN31280 �',r b N M z 1332i1S N33no 069 LU 04 c r aNn021JdWh�i aNb''ISI JNO� N21�1SV9 �' ' o o [n � d LU .......... o z z �. ._ x ❑O S 5 w 00 z � f ' i — 0 LJJ 1 r� .1; .. � � w p v v¢ G� W y Cll i W � 77t [ 41 6.L � d Y —--- - —oz - -- -- - - 3 0 w w — ................-............... _.. a N c o� d �� tit66 L AN'1bOdN338J 13a&LS N33110 069Sm a m, Cl) m o @ 4NnouE)dwvN 4NVISI ONOI N2I31SH3 W � d i � � I �7 a w� O tp N z pZ p s o� Z Z o N GNB LU V L r. V 4. w ............... �o ui M � a LL J o � J I 'C��OPO x / SANITARY FLOW CALCULATIONS: / ALLOWABLE SEWAGE FLOW TOTAL SITE: m E / GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER AND SEWERS. Z N / POPULATION DENSITY EQUIVALENT 24 AC.x 600 G.P.D./AC. =14,400 G.P.D. m s Opel / m EXISTING SEWAGE FLOW: 0 1 KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=7,440 GPD COUNTY PARK 9� IX.SMH 10 A KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 186 CAMPSITES=3,720 GPD VACANTLAND `'� �� 7.9 SF RESIDENCE: = 300 GPD TOWN OF SOUTHOLD `GO `�_��r0• / 1 =11,460 GPD t� \\ ♦ / PROPOSED SEWAGE FLOW: O CABINS(450 SF): 20 CABINS X 150 GPD/CABIN =3,000 GPD PROJECT Q` �° / KAMPGROUND BATHS: 10 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=6,120 GPD LOCATION KAMPGROUND SHOWERS: 5 GPD/CAMPER X 4 CAMPERS X 153 CAMPSITES=3,060 GPD SF RESIDENCE: = 300 GPD =12,480 GPD .0 THE PROPERTY IS CONNECTED TO THE VILLAGE OF GREENPORT SEWER DISTRICT. AS REQUIRED UNDER THE RESORT RESIDENTIAL(RR)ZONE,THE PROPERTY IS ONLY ° OPEN SEASONALLY AND IS CLOSED DURING THE WINTER MONTHS. VILLAGE OF GREENPORT LOCATION MAP N IX.SMH 10-B 1"=600' LO N p U3 SINGLE FAMILY GENERAL NOTES `p RESIDENCES -r.. CONNECTED TO PUBLIC WATER 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE o STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,VILLAGE OF GREENPORT AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS Z REQUIRED. SINGLE FAMILY 2. OVERALL BOUNDARY INFORMATION FROM SURVEY BY RODERICK VANTUYL DATED RESIDENCE NOVEMBER 9,1973 AND TOPOGRAPHIC INFORMATION FROM SCDPW TOPOGRAPHIC MAP CONNECTED TO PUBLIC WATER OF FIVE EASTERN TOWNS DATED MARCH 12,1974. SURVEY AND TOPOGRAPHIC INFORMATION FOR WORK AREA FROM SURVEY PREPARED BY NATHAN TAFT CORWIN �6 2 9 LAND SURVEYOR DATED DEC.9,2019 ELEVATIONS ARE REFERENCED TO THE NVAD 88. t\�6' DATUM. EXISTING WASTE,WATER LINES,BUILDINGS AND ONSITE ROADWAYS FROM WATER AND SEWER LAYOUT BY HOLZMACHER,MCCLENDON&MURRELL,P.C.DATED �►�O� MAY 21,1976,SITE PLAN BY MARK SCHWARTZ AIA DATED SEPTEMBER 8,2006 AND SKETCHES PROVIDED BY THE OWNER. IX.4'FORCE MAIN 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL 1.1 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES SINGLE FAMILY VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR RESIDENCE SINGLE FAMILY SANITARY LINES OR STRUCTURES. CONNECTED TO PUBLIC WATER RESIDENCE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS CONNECTED TO PUBLIC WATER BEFORE COMMENCING WORK. O� SCTM:1000-40-3-61 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR KAMP825 QUEEN STREET SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. ccs OWNERS RESIDENCE DEBRIS SHALL NOT BE BURIED ON-SITE. cr) to r_1 OWNER'S RESIDENCE �' EX.1-STORY �� / o (CONNECTED TO IX. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR COMMUMITY BLDG. �t7 MAIN PUMP STATION) TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO W/CONCESSION S ,% WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 1,475 S.F. /• \�`$P cis+ IX.MAIN SANITARY PUMP STATION N ' NO SANITARY X ``. b (SEE DETAIL SHEET 3 P3&R4) 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY o IX. MH K-7 STRENGTH CONCRETE. o cn 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. �i SEE SHEET 2 FOR 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED IX.W.M. " EX.8h8o AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, MORE INFORMATION PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE ii 3sO� INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM SINGLE FAMILY SMH KS TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. RESIDENCE ?�6' f CONNECTED TO i 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM VACANT PUBLIC WATER " 1 DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD 18.8 "\ i 14.0 PROCTOR TEST. 12. LOT AREA-24 ACRES / N 5 p1 ° �-�ZD�O50 ." / / / E/ �LI� (TYP) WASTE 13. RESORT RESIDENTIAL(RR)ZONE VACANT LAND NE " P1 14. THE SITE IS SERVICED BY THE GREENPORT SEWER DISTRICT,GREENPORT ELECTRIC AND SUFFOLK COUNTY WATER AUTHORITY. • /•/j / / / EX.SMH K4 20.0 IX.SMH K-3 " " • IX.ELECTRIC 3 PS EX.W.M. IX.ELECTRIC E&SM KH 2 g•SEAR w /U J \ / ' co %� - SEE SHEET 2 FOR N IX.SMH K-1 \ PROPOSED WATER RY - MAIN(TYP.) MORE INFORMATION THS I SH 1 S.F. ' co ROPo \ I ID _ _ �� o CYI EX.W.M. o IX.PUMP STATION PROPOSED ELECTRIC SERVICE IX.SMH K-2-1 EX. STORY i BATH RS IX.PUMP STATION K-4- ! PROPOSED FORCE 8.0 68 /�• MAIN(TYP.) \ S ROW- EX.WASTEco pSPN� LINE(TYP.) Pj •r�;� ® ® ; ® • •_ � i i 11 VACANT LAND \ s e ® ° REGRADED 24'WIDE #3 EARTH ROAD Ci co M \ X16 Cn S TR OAp a/: , . PROPOSED 1-STORY LU S Y \ r 600 SF PAVILLION C) 16 ♦ ® WITH DECK 0 " — ® HEALTH DEPARTMENT APPROVAL STAMP Z IX.W.M J / / 1 �, a�• C *17 / ♦ / ® \ _ PROPOSED 201STORY \� ® / \ ; ♦ —"-' 450 SF CABINS ® ® 12 ♦ 5 { � PROPOSED ROOF \ , �♦ ' DRYWELL(TYP.) 3 "' I��E REVISIONS ® { \ EX.TENT SITE TO BE 100'SETBACK WETTIAND LINE ® 1 '.,-' REMOVED FEB 0 7 2020 r —Sou i cid Tovvn _ t` N80°07r „ ® VILLAGE OF GREENPORT Planning Board Y 4 20 Ill/ 101 f 71' VACANT LAND PROPOSED SEWER MAIN(TYP.) REGRADED 24'WIDE • FRESHWATER WETLAND LINE ` 10.9 EARTH ROAD S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 VILLAGE OF GREENPORT \ VACANT LAND � \\ Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale: 1"=100'-0" Condon Engineering' P.C. EASTER N LONG ISLAND New York State Education Law,Article 145,Section 7209,for any KAMPGROUND person unless acting under the direction of a licensed Professional \' Engineer,Architect,or Land Surveyor,to alter an item in an way.If an 1755 Si sbee Road O c \.� "� y y y y Drawn by:JJC g 690 QUEEN STREET OF bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 GRIEENPORT NY 11944 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Date: 1/29/2020 (631) 298-1986 (631)298-2651 fax signature and the date of such alterations,and a specific description of www.condonengineedng.com OVERALL SANITARY PLAN the alteration. W \ \ / w 1 3 \ IX.SMH Kat EX. CAMP SITES W �. CAMP SITES W � / EX.SMH K-3 w / W \ a" x7 \\ FIG? 0, ROAD EX.SMH K-2 /\ / EX. CAMP SITES / w r ' PSP ROAD \ EX.2"FORCEAWN IX.SMH K-1 / O EX. RESTROOMS / � PROP.PUMP 0 EX U.G.ELECTRIC(TYP.) CONTROL PANEL EX.WASTE LINE(TYP.) EX.WATER LINE(TYP.) � � / ,� , v \ A MAN EX. �.---� W ' R'M� PROP.ELEC.TO BE PLACED IN CONDUIT, \ / RESTROOMS '� ' I SEE PUMP STATION / NN w i 1 DETAIL,0N SHEET P-4 EX.PUMP STATION K4-11 � z ,- \ �� w STA 0+00 / V----.PROPOSED ELECTRIC \\ W RIM 15.4 EX. CAMP SITES / ( 1 SERVICE(TYP.) --\ 1. PR POSED SMH K 2 ' '/ ,/� INV S IN 12.0(2") ,� // / ' I 1 ..: STA 4{55.71 W W INV N OUT 12.0(21 / 1 � / 11 SCTM:1000-40,M.1 EX. CAMP SITES TOP WET WELL 13.9 // I RIM 13.5 �1 825 QUEEN STREET BOT.WET WELL 5.�/ / 1 I I / ;_ IW / \ � I PROPOSED 1"0 WATER SERVICE(TYP.) W / \ EX PUMP ,. i I pSPNA`t ROAD I µ6< 1 •1 II \ .. - Y #1 \\ _ 11 / CONTROL PANEL 'Y\\ OP WATER EL.9.3 / J� BPT.SEWER EL 10.8 1 II W / %o F.F.15.5 m 6'0 X 6'DEEP a' �RMNN 1 I� .I�2 N MANHOLE PR 4pSE `j \4XF.Ff.115.5 Y i�s I O EX 4'FORCE MAIN I PROPOSED CO HOUSE CONN. / / 1 \4 1 IIS 1 \ #4 133: #Z� v m 1 0 -F.F.16.0� Nv t2.o j j x ��(114'PER FOOT SLOPE MIN.) / 8 S \ x ""'_-� EX WASTE LINE(TYP.) // 15-5 F.F.16.5 ° v I _ L -..-. r IX.PORTABLE PUMP 19 / ,,ti5 _--_ ` 1 rPROPOSED TRANSFORMER o i RAPID CONNECC CONNECTION ON F.F.17.5 / \ 14.4 PROPOSED ELECTRIC v EX. CAMP SITES \ ��� I O PROP.PUM '- ' a x _ j SERVICE(TYP.) v i •. !a / 1 � CAPABILITIES NO SEWER -1�- 1 ���� '< /PROPOSED 4'0 HOUSE CONN. \ ' STA 2+04.36 \ \ \\ CONNECTIONS) �- -_ \ ; any/ / / (114"PER FOOT SLOPE M1N.) 1 \� RIM 13.7 /�5 C IX.VALVE CHAMBER \ \ W I 'IJ 1 INV S IN 6.4(8-) isa I +,' \ N 1 PROPOSED SMH K-4-7 \ INV N OUT 9.7(2') �\� I /9 \ / / � g EX.MAIN SANITARY PUMP STATION BOT.WET WELL EL 2.7 ( ) STA 7+71.91 \ ( �` I / // SEE DETAIL SHEETS P 3&Pat \ PROP.ELEC.TO B�kACEO IN CONDUIT _I �r•o #3 / / / \ RIM 1 _ Y OTO.SEWER EL 10.9 / / \ INV/OUT 11.1 •\ 152 \ I e F. 5.0 x �'bBERTPFUMPS EPS7867 PRO�P�2PVENTTHR000N RpOF 1 . . _ / s.x r0.p( 36"X132; UPI,EXL�SG202M \ ! • \ / \\ IEX. CAMP SITES ^/ �,��� ,��, po0 �GRINDERPACKAGE \ PAVILLION m / _ \ / MAIN PUMP STATION \ \ �o V 11#18 xf'Fe BOLLARD(TYP.)---y. F.F.16.0 ®OP.PUMP \' \ STA PROPOSED+3+22.70 H IZ�3-1 Q F F.F.16.5 41 \ \ P� �� / O I �'' RIM 14.4 '.`L // �c� 4 �// / •��9�P 28 LF.8"0 SDR 35 @ 0.71% e.+r \DECK CONTROL PANEL I\JW IN N 8.7(6' i x (S MIN.) : I INV OUT W 8.3(8' T a M \ \ i \. ' ' y PROPOSED SMH K•4-3 \ L.F.8'B DR 35 0.48% STA 2+35.59 x I \ I w M EX. CAMP SITES PROPOSED SMH K4-6 _ ! / < #1 �INV1N E 7 9(8")RIM 13.5 ( 7 g') \ � �. �` .. I \\ 3 \ STA 6+44.40 .. / INV S Its 6 8 8 ^ \ \ \\ M ----_-_ RIM 151 -- ��i' O FX X5.0 INV N OUT 6.6(8'� \\ �. \ M --- - INV IN 9.9(6') u, \ 14.3 M INV OUT 9.5(8") % � r. 'f' PROPOSED SMH Ka{4 \ `? ----------�f)--- M �. � '�` STA3+10.73 �' � EX.SPIGOT AND x ' o ",\ M --- x �� RIM 11.3 (9 WATERLINE TO BE \\ #5 I I a I INV IN SE 8.2(6' a ABANDONED I o F.F.16.0�, \; ,14 1NVSWM7.3(8-) o , \ #17 I NOUT7. r3F.F.14.0 \ R .15.5 /i /_, O co I I \ d•� '-.. y r fOP WATER EL 6.0 x 11.3 �� sr•i '. F.F.15.0\ - I• • - • • - . . ,c3 I _ � \ BOT.SEWER EL 7.5 \ o 6 ® �9^a �,• � �PROPOSEDI'OWATER I � #12 / l.,o \ \ SERVICE-(TYP.) I o \ rrA'Pp � #15 �� \ z F.F.13.5�;N„ss .off PT.-14.0 PROPO4ED4' /•' O �� \ -U-3I a SFO HOUSE CONN. xi,.3 �4 ;x, \\ \\4, 10 10 #'r3 . : O F.13.5 I !y F.F.13.0 x. #7 U 9� \\ F.F.14.5 x \ 9° \ "'�. \ L'x #8 x6 PROPOSED SMH V-A-A-4 EX.SIGOT AND O �.� r , a WATER LINE'TO BE .{� ` \ .. O F.F.13.5 ,z. STA 3+94.22 f \ ABANDON9E11, #11 f \ Fc RIM 12.3 \ r \ ,5 'F i INV OUT 9.0 / F.F.12.5 f \. /: x 20 '10x PROPOSED 4"0 HOUSE COIN. x z.� "PER FOOT LOPE MIt�) PROPOSED SMH K-4-5 \ 10.6 C+,� / I PROPOSED ELCTRIC (114 E E ,/ HEALTH DEPARTMENT APPROVAL STAMP STA 4+50.40 x #9 /' SERVICE(TYP/) x2' i,, �� \\ �� � �x RIM 10.9 �� F.F.12.5 I N80p FEB 0 7 2020 0�1 `� `� `� 7NvtNs.o(8' �� ® I I 1 1 2011 \\ -_ -_ INV OUT 7 8 8"L -- '�/ s \\ \�� { �� \ x x12.5 /1 Southold Town �/ V 011. 711 \�� PROPOSEDRO� REVISIONS Planning E3oard \ N 8 , ------ ` \ -_\ 1 x�� . \ DRYWELL(TYP.) i, nl, \•.\\ O 07'20" W �\ � �� 1 \ / I ► �� ". \ x \ \ x \ \ \ / \ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education �P 0` P• �,p \ \ '-7.9 \ \ I \ �, •. �_ ----_` \ \ � \ 1 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed \` \\ \ \ \ o Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Ab \ \ \ \\ \ \ I x I I \ N the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or \ _ \ \ \ \ Cwv" "K / \ Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by hisRier r FRESHWATER x -- \ \\ \ \ "`E / / \ xn signature and the date of such alterations,and a specific description of the alteration. f p o .; W N 2SA 081912 WETLAND LINE S.C.T.M.: DIST. 1000 SEC.40 BLK"03 LOT.05 ���FEsslf\ \ \ moo\ \ \ \ \\ \ ,__= 10'9 _. F'°'F \\ 11011.71' EASTERN LONG ISLAND CR�ENPp}'�\ --- A1,. 44, - Scale: 1"=40'-0" Condon Engineering, P.C. \ KAMPGROUND 2 �'� Drawn by:JJC 1755 Sisbee Road \ \ - 9 690 QUEEN STREET OF•\ \\ �� \ Mattituck New York 11952 � �GREENPORT, NY 11944 \\ Date: 1/29/2020 (631) 298-1986 (631) 298-2651 fax www.condonengineeling.com SANITARY PLAN N Z �� Y 0 _ N W z A ZO J J O N co J NEW PUMP STATION K-4-2 PUMP STATION K-4-2 VI ca " Y � QgyZa� dOA w '" m� OC, mn F I.-W a-N z o+M z o N N c FORCE MAIN CALCULATIONS: BUOYANCY CALCULATIONS: to ca AVERAGE DAILY DEMAND: 2.29 GPM ME a y m CO z a_?o 40 o r PEAK DAILY DEMAND: 9.8 GPM HIGHEST EXPECTED GROUNDWATER ELEV. =5.2 0- N BOTTOM OF I!A UNIT ELEV. =2.7 S- d W xmii W 9 O PIPE MATERIAL: DR-18 PVC FRICTION LOSS(C):130 c `�°" a y 1 -__----- -------------------------------------- _ �_ado �o o - - ----- LENGTH: 233 L.F.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) TOTAL BUOYANT FORCE: -- - -------------- PIPE --------_ fA N f"f r O Z 0 -�� _ 7.07 SF X(5.2-2.7)X 62.4 PCF=-1,102#X 1.5=1,653# ----------_ o ti Co " Q - T - ------ LOSS PER 100' 2': 6.2 -- ------ ____ vWi o�,W z s a �� --- - ___-- J ELEVATION CHANGE: 6.9' RESIST FORCE BALLAST REQUIRED: --- -----____ d' i y z _j + a H LOSS IN VALVE CHAMBER: 9.0' 1,653#1150 PCF=11.02 CF �-M i r -' -'o m a'y�- -- to + in Q 2 TOTAL PIPE LOSS: 6.2'X 233 L.F/100'=14.4+6.9'+9.0'=30.3' -' ` ' r- *� v' _ Q v~i = PROVIDE 12 CF OF BALLAST. c �+, J Q F __-- I- vco o, --- AREA OF PIPE: 2'X(�14)=3.14 IN' ---___ _ ---- --------- 197L.F.2 Al DR-18 F N - - - y - ----v ----------- _ _ ae 6'0 DR 18 0.952% GPM: 50 GPM @ 30.3'HEAD LOSS(SEE CHART BELOW) ORC MAIN Q x VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) 1 y c , 124 L. J V=0.4085 X 50 GPM!3.14 IN'=6.5 FT/SEC>2 FT/SEC. I = o 1.47% a z � � 190 L.F.8'0 DR 18 @ USE A 2"PVC DR-18 FORCE MAIN t I J °�+ 2'W a 135 L.F.8"0 DR 18 @ 0.4 % V -0 n 71 F.8"0 SDR 35 @ 0.42% �, Q 2'W.M. a' Q N J H V co + 0 m 2 � LITERS PER MINUTE 28 L.F.8"O SDR @ 0.71% F 5 0 50 100 150 200 2"W z 200 __ :,7 60 PROVIDE 1 CF OF a 190 - T_____ CONCRETE BALLAST 180 -- 170 --- -- --- 160 150 PROFILE EX. PUMP STATION K-4-1 TO SMH K-4-7 140 ----- - -- - - SCALE:1"=40'HORIZONTAL 130 �., 1'=4'-0"VERTICAL -_--__ A N W120 - --T-- - w LL w w ��m x c W fun co of m F co m CO) 170 ri LU CO) 3: 100 _- _. 30 w Y LU ��- z?z?z aa+ 4 a �•-o IL W cc-.__.. gm- 0 10Z 16 oz Ix W cc 90 - -�- JQ 15 15 - O - - W N Cf a LU 70 - - - - - o+ Ix U) 0 arn� A < n ��:-zroz 60 a rn o:--- _ ------- Q --- -------- EXISTING GRADE 50 c 40 - =- 10 10 129 L.F.6'0 DR-18 1.01 30 __ _.._._ 79 L. .6" 1.69 + --- - - _ - - ---- -- _ I o' 83 L.F.8'0 SDR 35 @ v N M Q Q 20 ems+, .+n Cn rn rn � tQ•• ai I x x x x 10 0 0 5. # 't 5 0 10 20 30 40 50 60 3+00 3+50 4+00 2+00 2+50 3+00 3+50 4+00 4+50 +pp GALLONS PER MINUTE PROFILE SMH K-4-4 TO SMH K4-4-1 PROFILE SMH K-4-3 TO SMH K-4-3-2 SCALE:1'=40'HORIZONTAL SCALE:1'=40'HORIZONTAL 1"=4'-V VERTICAL 1'=4'-0'VERTICAL -NOTE:LIFTER CHAINS AND FLOATS NOT SHOWN.PUMPS SHIPPED SEPARATELY TO PREVENT SYSTEM DAMAGE vz78057 36X132 DUPLEX LSG202M 45 36" ----! GRINDER SYSTEM EX. MAIN PUMP STATION EX. PUMP STATION K-4-1 FORCE MAIN CALCULATIONS: FORCE MAIN CALCULATIONS: AVERAGE DAILY DEMAND: 8.9 GPM AVERAGE DAILY DEMAND: 3.82 GPM PEAK DAILY DEMAND: 34.7 GPM PEAK DAILY DEMAND: 15.30 GPM PIPE MATERIAL: DUCTILE IRON FRICTION LOSS(C):100 ° o PIPE MATERIAL: PVC FRICTION LOSS(C):130 PIPE LENGTH: 640 L.F.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) PIPE LENGTH: 235 L.F.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) LOSS PER 100'@ 4': 0.3' LOSS PER 100'@ 2": 6.2' ELEVATION CHANGE: 14.0' u° ELEVATION CHANGE: 6.0' LOSS IN VALVE CHAMBER: 9.0' LOSS IN VALVE CHAMBER: 9.0' TOTAL PIPE LOSS: 0.3'X 640 L.F/100'=1.9'+14.0'+9.0'=24.9' I TOTAL PIPE LOSS: 6.2'X 235 L.F/100'=14.6'+6.0'+9.01=29.6' AREA OF PIPE: 4'X(�l4)=12.56 IN' ° AREA OF PIPE: 2'X(n l4)=3.14 IN GPM: 50 GPM @ 24.9'HEAD LOSS(SEE CHART BELOW) GPM: 50 GPM @ 29.6'HEAD LOSS(SEE CHART BELOW) VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) 0 V=0.4085 X 50 GPM 112.45 IN'= 1.6 FT/SEC>2 FTISEC. V=0.4085 X 50 GPM 13.14 IN =6.5 FT/SEC>2 FT/SEC. USE EX.4"DUCTILE IRON FORCE MAIN 36" Blank Fiberglass cover USE EX.2"PVC FORCE MAIN LITERS PER MINUTE 2" IN SC H80 PVC LITERS PER MINUTE 2'" ELECTRICAL COUPLER 2 200 0 50 100 150 200 200 50 _ r 1�T _I_00 50 zoo so n 60 190 10�� •• „� 190 - - m' crs I 180 -----_ 180 - - + 48" 170 _ 170GAL.VANIZED 50 STEEL GUIDE T 16050160150 150rn 132" 2"Female Threaded PVC 140 1aoL47- - R� i .I E 130 `± 40 F _- - HEALTH DEPARTMENT APPROVAL STAMP 130 _ - - _ FEB 0 7 2020 40 F- y I �- - - - 1-1/4"SCH80 PVC '- W 120 - co PIPE LL 120 LL _ w - - L�--- t�° ® X10 110 - _ -; - -- T- W soutrlold�;'1 ,- a - UA Q - _` _-_,1 _� z Planning Board = 100 - z s 100 �--= = - - - o REVISIONS �_ _` n _ _ - - 30 W (2) LSG202M (1) 4" Unmounted inlet AE24H=4 O~ 90 30 = 90 J 2HP,208-230 V H ' 1P 80 La.. 80 o 70 Plans are prepared by Condon Engineering,P.C. lit is a violation of the New York c� ��S p-�` 10,x\ Fiberglass -� 70State Education Law,Article 145,Section 7209,for any person unless acting \, 9 CUSTOMER �- 20 under the direction of a licensed Professional Engineer,Architect,or Land rg � ANTI-FLOAT OM ER APPROVAL 60 20 60 �� Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer, Fiberglass Tank dimension tolerance(s): +/_ DATE: - - Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land 50 50 '+- �- Surveyor shall affix to the item his/her seal and the notation'Altered by"followed - Custom items are non cancelable once by his/her signature and the date of such alterations,and a specific description 40 -+ of the alteration. order is laced.100/°restocking fee 40 f - applies NAME(PRINT): , PROPRIETARY AND CONFIDENTIAL 7000 APPLE TREE AVENUE 30 ---� 30 _ - -�- - 10 S.Ci.T.M.: DIST. 1000 SEC.4'0 BLK.03 LOT.05 IN THIS DRAATIONWING THE ; _ :-. NAME(SIGN,: EASTERN LONGI LAND _- �. BERGEN,N.Y.14416 20 ! 20� -I---=- . ■ IN THIS DRAWING ISTHE SOLE PROPERTY OF r'� ` - I "J" (585)494-1817 LIBERTY PUMPS.ANY REPRODUCTION IN PART C. _ r'- '-- - 1 Q _ Scale:l"=40'-0' ORASAWHOFLIBELE TYPUHEWRITTEN ,° Condon Engineering' P.C. �(AMPGROUND PERMISSION OFUBERTYPUMPS QUOTED PROVIDED BY: K.FONTS FINAL CONFIGURATIONS MAY VARYSLIGHLTY .-__- - .�__ - - ISPROHIBITED. FROM THE ILLUSTRATIONS ON THIS PRINT 0 iI�A 1755 Si sbee Road 690 DO NOT SCA(E DRAWING REVISION:A ° 30 0 3 10 20 30 40 50 so° Drawn by:JJC g QUEEN STREET OF ° 1Q 26 Mattituck New York 11952 4D 50 60 GREENPORT, NY 11944 GALLONS PER MINUTE GALLONS PER MINUTE (631)298-1986 (631) 298-2651 fax Date: 1/29/2020 www.condonengineedng.com SANITARY PLAN PUMP STATION SOILS WITHIN 12"OF PAVEMENT 6"J'VENT OUTLET SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY GROUND SURFACE OR PAVEMENT SUBGRADE(WHERE APPLICABLE) PUMP PLATFORMi`�� \\ ` \\ ` L PLUG VALVE \` ` \ \ EXPLOSION PROOF LIGHT \��\\��/I ;,•. •. EX. PUMP STATION EX.VALVE CHAMBER //\\//\\ SOILS IN EXCESS OF 9'BELOW PAVEMENT SUB-'• //%�/%�/% '•': :'GRADE COMPACTED TO 90% 4' PVCSDR-35 INFLUENT LINE PUMP PLATFORM •'•• . :'•':'•:''•:''• '• /\i\// UNDISTURBED 4"D.I.PLUG VALVE : :'•'::' \\j\ 2'PVC DR-18 INFLUENT LINE o 1 \ \:'•: '•' -.'.%'FINAL BACKFILL '•'. '•'. '•'.'• /// EARTH EXPLOSION PROOF LIGHT 4'90'D.I.ELBOW > \\�/%�% :.::.'::.'::TO BE PLACED IN •: 2'DR-18 PVC DISCHARGE LINE .. .• ., �\\\ 12"LIFTS \ PVC SDR-18 PIPE(BY ADS (2)LIBERTY PUMPS MODEL LSG202M 2 HP 4'D.I.TEE ��/i\��\�'�'•'••'•'�•'•'�•'•'.�'�':•'�':•'•':•'�'.•'�'.•'�:••'�:��•:••��/iy/\ OR APPROVED EQUAL) SUBMERSIBLE WASTEWATER GRINDER PUMPS O O �//��/i\ :.'•::'•::'•:;'•:;•:','•:;•:;'•:, /�/% SINGLE PHASE OR AN APPROVED EQUAL. HECK VALVE 8'PVC SDR-35 INFLUENT LINE �\i\`i \ SUFFOLK COUNTY TYPE'F' 6"J'VENT INLET a 4'D.I.LINE \�j//\y/ \\//\moi\ INITIAL6BACKFILL, FINISHED CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE 2'SDR-18 PVC OU j�/j�/ `�j�//j ABOVE TOP OF PIPE. GRADE DISCHARGE (2)LIBERTY PUMPS MODEL LSG202M 2 HP SPRINGLINE LINE SUBMERSIBLE WASTEWATER GRINDER PUMPS ~� IX.48'0 ACCESS MANHOLE o SINGLE PHASE OR AN APPROVED EQUAL. ADJUST TO GRADE WITH N.J.SHALE p RED BRICK&MORTAR(MIN.OF TWO BACKFILL PLACED ALTERNATELY IN 0 0 0 0 0 0 0 0 //` 6'LIFTS ON BOTH SIDES OF - _ •COURSES&MAX OF 15") 00o0oo 0000000000 \\/�\ SERVICE POLE SERVICE POLE 4'D.I.DISCHARGE LINE / / 0 0 0 0 0 0 0 0 //`// PIPE TO SPRINGLINE ELEVATION _,; 6 LAYER OF STONE VISUAL ALARM VISUAL ALARM \\ 000000000 0000000 00000000 0 0 0 0 0 0 0 IX.ACCESS DOOR /\/ 0 0 0 0 0 0 0 0 \/ LOCKING M.H.FRAME&COVER,BY CAMBELL / / \\//\/ 6"J'VENT INLET BY PATTERN NO.1460A OR AN APPROVED EQUAL R M EL.15.0 OQU� TION PRE-SHAPED FOUNDATION OR FLAT /// %\/\\//\\//\�j \�j\�\/\\�/ /\\//\\\���/i BEDDING(CLASS I,II OR III)WHERE BETWEEN BRICKWORKMAINTAIN MIN.6' AND STRUCTURE 'A'SERIES DUPLEX ELECTRICAL WITH INSECT "A'SERIES DUPLEX ELECTRICAL FOUNDATION WITH BACKFILL TAMPED INTO //\//\\//\\//\//\//\//�/i\/////// UNSUITABLE MATERIAL IS CONTROL PANEL SINGLE PHASE SCREEN CONTROL PANEL SINGLE PHASE PIPE HAUNCHES,AT CONTRACTORS 6"J'VENTOITLETVVITH INSECT SCREEN ENCOUNTERED DURING EXCAVATION A6-2012 WITH A 6130 ENCLOSURE (6'PVC SDR35 ADJUST TO GRADE WITH (6'PVC SDR35 PIPE) A6-2012 WITH A 6130 ENCLOSURE IX.6"J'VENT OUTLET WITH INSECT SCREEN DISCRETION. O.D.+24'MAX. OF PIPE TRENCHES AS REQUIRED IN DEPTH 6-(MIN.CLASS 150 PIPE) PIPE) N.J.SHALE RED BRICK& ft, (6'PVC SDR35 PIPE) NOTES (SEE NOTE BELOW) ASTM D2321,LATEST EDITION. (AS REQUIRED) z MORTAR(MIN.OF TWO PORTABLE PUMP CONNECTION WITH 6'DIA.45'BEND COURSES&MAX.OF 15 ? S.C.D.P.W.STD.M.H. EX METAL M.H.FRAME&COVER, � � STEPS RAPID CONNECTION CAPABILITIES z ADJUST TO GRADE WITH N.J.SHALE 1. CLASS I,II,III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE WITH PLAIN END °O (STAINLESS STEEL) CAMBELL 1000 M.H.FRAME AND COVER RED BRICK&MORTAR(MIN.OF TWO EX.PORTABLE PUMP CONNECTION WITH ZONES,PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). AND MECHANICAL FINISH GRAnF RIM EL 15.4 OURSES&MAX.OF 151 RAPID CONNECTION CAPABILITIES JOINT FITTING(D.I.P.) FINISH GRADE IX.METAL FRAME AND COVER 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH 2°ELECTRICAL CONDUIT WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF SCREW ON CAPPED OR PLUG -- REPOSEF R THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE 6•X6"X6"WYE BRANCH 36" •, o z o 36• ENGINEER. WITH MECHANICAL JOINT 2'ELECTRICAL CONDUIT ° GUIDE SCREW ON CAPPED OR PLUG FITTINGS(D.I.P.) GUIDE > SEE TYPICAL FORCE RAIL WITH 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL RAIL WITH 12' .C.(TYP.) MAIN CLEAN-OUT n: ° S.C.D.P.W.STD.M.H.STEPS ? MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS I MATERIAL. LIFTING to DETAIL HIGH WATER FLOAT SWITCH(LAG PUMP ON) ° . LIFTING (STAINLESS STEEL) SEE TYPICAL FORCE PLUG VAL `r (ACTIVATE HIGH WATER ALARM AND DIALER) CABS MAIN CLEAN-0UTT 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL CABLE �" FLOW FLOW 6'SUPPLY VENT WITH AN EXPLOSION FOR (INV 10.7) ° FOR p KOR-N-SEAL OR 0 DETAIL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A F6'MIN.DIA. 6"MIN.DIA. -� PROOF INLINE SUPPLY FAN 200 CFM MIN.AT EACH � EQUAL mp) FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, A STATIC PRESSURE OF 0.3 OR GREATER SMP r, HIGH WATER FLOAT SWITCH(LEAD PUMP ON) PUMP VALVE v 'STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR IX.2'PVC DISCHARGE LINE (INV 10'5) a SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS;LATEST EDITION;AS AN ALTERNATIVE AND AT THE DISCRETIONTHE ENGINEER,THE TRENCH TYPICAL SANITARY HOUSE CONNECTION KOR-N-SEAL OR 8'PVC SDR-35 INFLUENT LINE BOTTOM MAYBE STABILIZED USING A WOVENN GEOTEXTILE FABRIC. ° } HECK VALV EQUAL(TYP.)HIGH WATER FLOAT SWITCH(ALARM) I KOR-NSEAL OR EQUAL(TYP.) 4'DI DISCHARGE LINE- - cHECKVALUE PIPE TRENCH SECTION C LEAN-0UT DETAIL INV IN 10.7 KOR-N-SEAL OR FLOAT SWITCH SJE RHOMBUS SUPER 2'DRAIN LINE EQUAL(TYP.) INV OUT 12.0-2' SINGLE(IYP.) INV OUT 10.0-4' IX.48'0 ACCESS MANHOLE 2'PVC DR-18 INFLUENT LINE GAS AND WATER TIGHT TRAP GAS AND WATER TIGHT TRAP PUMP CONTROL NOTES: LOW WATER FLOAT SWITCH(PUMPS OFFS KOR-NSEAL OR EQUAL(TYP.) PUMP CONTROL NOTES: (INV 8.2) `vi 1. DUAL PUMP CONTROL LOW WATER FLOAT SWITCH ° 4'DUCTILE IRON MATERIALS&JOINTS EQUIVALENT TO INV IN 12.0-2' 1. DUAL PUMP CONTROL (ACTIVATE LOW WATER ALARM AND DIALER) DISCHARGE LINE 2. ALTERNATE PUMP STARTING TO DISTRIBUTEE WATER MAIN STANDARDS OF CONSTRUCTION FLOAT SWITCH SJE RHOMBUS (INV 8.0) a OPERATING TIME. AND PRESSURE TESTED TO ASSURE WATER SUPER SINGLE(M.) 2. ALTERNATE PUMP STARTING TO DISTRIBUTE OPERATING 3. HIGH LEVEL ALARM TIGHTNESS PRIOR TO BACKFILLING _ _ _________ TIME. 10'-0' 10'-0' HIGH WATER FLOAT SWITCH(PUMP ON)(EL.8.2) ° - IX.6'SCDPW STANDARD SANITARY MANHOLE a 2'SDR-18 PVC 3. HIGH LEVEL ALARM GUIDE RAIL GUIDE 4. 4 FLOAT SWITCH OPERATION. BOT.WET WELL EL.7.1 LOW WATER FLOAT SWITCH(PUMP OFF)(EL 7.0) ;. DISCHARGE LINE ° " `� (2)LIBERTY PUMPS MODEL LSG202M 2 HP - - - - - - - - - - - - - •° 5. VISUAL AND AUDIBLE ALARM. 4. 4 FLOAT SWITCH OPERATION. SUBMERSIBLE WASTEWATER GRINDER PUMPS a• GUIDE RAIL BASE LOW WATER FLOAT SWITCH(ALARM) • SINGLE PHASE OR AN APPROVED EQUAL. 6. ALL WIRING AND EQUIPMENT ARE TO BE IN 5. VISUAL AND AUDIBLE ALARM. V-0' ACCORDANCE WITH THE NEC ART.500 HAZARDOUS 18"MIN. 6. ALL WIRING AND EQUIPMENT ARE TO BE IN ACCORDANCE FLOOR TO BE SLOPED TO PUMP-/,---z UMP LOCATIONS. WATER MAIN OR GUIDE RAIL GUIDE WITH THE NEC ART.500 HAZARDOUS LOCATIONS. DISCHARGE POINTS )-- WATER SERVICE SEWER MAIN OR IX.8'SCDPW STANDARD SANITARY MANHOLE GUIDE RAIL BASE MAIN PUMP STATION DETAIL 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE TESTED TO 200 PSI. PROVIDE PIPE,FITTINGS AND BUILDING CONNECTION L.5.9 7. ALL FORCE MAIN AND PUMP STATION PIPING TO BE TESTED VALVES TO ACCOMMODATE FOR TESTING AS _ ED• (2)LIBERTY PUMPS MODEL LSG202M 2 HP .° °• TO 200 PSI. PROVIDE PIPE,FITTINGS AND VALVES TO % 18'MIN. ( I V SUBMERSIBLE WASTEWATER GRINDER PUMPS ° d a ACCOMMODATE FOR TESTING AS NECESSARY. NECESSARY. SINGLE PHASE OR AN APPROVED EQUAL 8'-0' SLOPE FLOOR TO PUMPS 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL BILCO DOORS 8. LOCKING DEVICES TO BE SUPPLIED FOR ALL BILCO _ _ _ - _ - - - - - - - FEB O 7 AND CONTROL PANELS. DOORS AND CONTROL PANELS. 2020 PUMP STATION K-4-1 DETAIL 9. AN EXPLOSION PROOF 20OW(MIN.)INCANDESCENT LIGHT 9. AN EXPLOSION PRooF2ooW(MIN.)INCANDESCENT 10'-0" 10'-0" "I r� FIXTURE TO BE INSTALLED IN THE PUMP STATION. FIXTURE LIGHT FIXTURE TO BE INSTALLED IN THE PUMP NOTE: STATION. FIXTURE TO BE A EB12 BY RAB LIGHTING HORIZONTAL SEPARATION BETWEEN SEWER TO BE A EB12 BY RAB LIGHTING OR AN APPROVED EQUAL. L OR AN APPROVED EQUAL AND WATER LINES MUST BE 1U MINIMUM A + CLASS'A• A WATER/SEWER CROSSING DETAIL CONCRETE FILL /'1 VALVE 4000 PSI W/2'DIA.DIA.BALL PLE TYPE II CEMENT FINISHED TAPPED BLIND SUFFOLK COUNTY TYPE"F" GRADE FLANGE ADJUSTABLE CASTING TO GRADE II_ ADJUST TO GRADE WITH N.J.SHALE Ill RED BRICK&MORTAR(MIN.OF TWO #3 RODS I I I COURSES&MAX.OF 15") I Q 9"INTO CONCRETE a I (2 REQUIRED) , " ° ° PRECAST i RAISED CAP • T7,. ,�� 2 g oo CLASS'A' 4 e a 4000PSI PLAN TYPE11CEMENT 6wx6wux6 WWF f 6"0 GALVANIZED STEEL PIPE STANDARD M.H.FRAME&COVER, TOP&BOTTOM FILLED WITH CONCRETE a FINISH GRADE 7 TYPE•F"ADJUSTABLE CASTING 6°LAYER OF STONE (PAINTED OSHA YELLOW) MANHOLE NOTES: ° 8'(TYP.) e f14 BARS 8' �\//\\ � a MAINTAIN MIN.6'SEPARATION 45'BEND ;• O.C.E.W.BOTTOM %:/i / /i�' I Cl) 1. ALL MANHOLES SECTIONS SHALL CONFORM TO \;�\\ D \� BETWEEN BRICKWORK AND STRUCTURE 1T/ //i//• PVC STOPPER(TYP.) A.S.T.M.C-478,LATEST REVISION STANDARD ° ADJUST TO GRADE WITH N.J.SHALE SPECIFICATIONS FOR PRECAST REINFORCED 4'4 i RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 36'MIN. 2'DIA.D.I.P. ° GRADE 1Y• 24" COURSES&MAX OF 15") PLAN -� 2"DIA.45'BEND 4'PVC SDR-35 @ 2% I MANUF.IDENTIFICATION COVER 2. MANHOLE RISER SECTION TO BE FURNISHED IN NOTE: WITH PLAIN END S.C.D.P.W.STD.M.H.STEPS 1,2,3,OR 4'HEIGHTS AS REQUIRED. I CAST IN WALL. THRUST BLOCK TO BEAR ON AND MECHANICAL (S.S.OR STEEL REINFORCED %\` \`/ UNDISTURBED SOIL JOINT FITTING(D.I.P.) P L Q N i a COPOLYMER POLYPROPYLENE) 3. MANUF.TO CERTIFY THAT MANHOLES DELIVERED ✓ � �-/-� ,•• 'a 12'O.C. MEET ALL REQUIREMENTS OF S.C.D.P.W.SPECS. a v (TYN CIRCUMFERENTIAL #4 @ EACH CORNER(TYP.) REINFORCEMENT 0.12 SQ.IN./FT. 4. LOADING TO CONFORM T AASHTO H-20 LOADING OF HEIGHT T` _ 2•X272'WYE BRANCH a a °• oa HEALTH DEPARTMENT APPROVAL STAMP • 5. REBAR TO CONFORM TO ASTM A-015-60 Fs--60,000 WITH• WITH MECHANICAL JOINT Z , n N 1y,"CLEARENCE e'SQ.OR a4"0 SELF PSI FITTINGS(D.I.P.) (7Y13,) SEALING BUTYL RUBBERA .' 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. �\ 9• \` 4'PVC SDR-35 @ 2% I d • iP. A185 Fs=65,000 PSI THRUST BLOCK CLASS'A" ,A A ,a 4,000 PSI TYPE II CEMENT �` `�i' FLOW FLOW 4•X8'WYE 3'-3"MAX. 7. CONCRETE TO BE 4000PSI @ 28 DAYS \` `% MIN.2'DIA. MIN.2'DIA. _�_ I • REVISIONS DR-18 DR-18 �-(TYP.SIZE) (TYP.) 4 �\ / ANGLE VARIABLE •dn a.• ,_; - ' - 8. FLAT SLAB TOPS(NO JOINS MUST HAVE TOP& #3 RODS >\\ \' ► MAX=30" - - ° 4, • : BOTTOM STEEL. /\ / CONCRETE FOOTING 5' r' �\ •/ � \ \�/\� 3/4'GRAVEL UNDER'WYE i 9. REFER TO THE SCDPW SANITARY SEWER /////fes UNDISTURBED STANDARD DETAIL SHEETS FOR ADDITIONAL j��/��\' EARTH D.I.P.SPOOL PIECE #4 @ EACH SIDE SECTION DETAILS. SECTION 4' z BUILDING CONNECTION DETAIL BOLLARD DETAILS � f ', ao m NOTE:MAX.TEXT PRESSURE 200 PSI o w PVC JOINTS A#2 STEEL HOOP AROUND OPENING(TYP.) DEAD END PIPE SIZE 90•BEND 45'BEND 22-Y2*BEND , co U) 2'(TYP•) 3/40 OR TEE 6WY6W/6X6 WWF 4" 1 Y 2 1 2' TOP&BOTTOM S.C.T.M.: DIST. 1000 SEC.40 BLK.03 LOT.05 - FLEXIBLE JOINT(TYP.) 8' s � 2� 1� OPENING EASTERN LONG ISLAND '° - "KOR N-SEAL•FLEXIBLE SLEEVE 10" 7 10 5 2Y NOTE: 1Y'_ OR APPROVED EQUAL(TYP.) 12' 10 1 15 1 7 Y2 1 4 Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale: 1"=40'-0" Condon Engineering, P■C■ COVER (SEE DETAIL) 16",20',24' 16 24 12 PRECAST 6 ' °_ 1. CONCRETE REQUIRED IN VEHICULAR TRAFFIC AREAS. New York State Education Law,Article 145,Section 7209,for anyKAM PG RO U N D SEE SCORING DETAIL THRUST BLOCK BEARING AREA CLASS'A" person unless acting under the direction of a licensed Professional 1755 Si sbee Road 690 QUEEN STREET o 2. CLEANOUTS REQUIRED FOR BENDS>45°. Engineer,Architect,or Land Surveyor,to alter an item in an way.If an Drawn b SECTION A-A MONOLITHIC BASE SLAB SQUARE FOOT BEARING AREA OF ° 4000PSI � Y y Y y' y:JJC g REINFORCEMENT#4 BARS BLOCKING ON UNDISTURBED EARTH TYPE 11 CEMENT item bearing the seal of an Engineer,Architect,or Land Surveyor is Mattituck, New York 11952 GREENPORT, NY 11944 8"O.C.E.W.TOP altered,the altering Engineer,Architect,or Land urveyor shall II affix to (631) 298-1986 (631) 298-2651 fax the item his/her seal and the notation'Altered by"followed b his/her Date: 1/29/2020 4' DIAMETER SANITARY SEWER MANHOLE THRUST BLOCK DETAIL TYPICAL FORCE MAIN CLEAN-OUT DETAIL the alteration. nature and the date of such alterations,and a specific description of www.condonengineering.com DETAILSalteration. tr REVL4@!S PARIONG ACCESS IV AISLE SEA GULL LIGHTING RECMODEL$8605.15 ADJUSTABLE SWIVEL Q R1 R8p FLOOD LIGHT E DI LDEC � ® 2��9 VillagQ qU(Greenport Sa 417d nOP/orfo TIPJfyX:120 DIAMAX:120 WATTS Shar7F Id Town EXTERIOR I�GHT FIXTURES g Board „wsae3eaca ""� PK 51 1).ACCESSIBLE PAP QNG AREAS SHOULD BE 8 ft WIDE wIYH AN ADJACENT -'L I. _ L �,rrx 5 fL ACCESS AISW, ) l' _.,. Ec J d° 2).PARKING SPACES AND ACCESS AISLES SHOULD BE LEVEL WITH SURFACE \ -a o SLOPES NOTEXCfpING 1.50(21%)IN AND DIRtcriON. 3).PROVIDE SIGNS ATA LE PARKING AREAS RESERVED FOR INDMDUAIS I �„p� C R WITH DISABILITIES;PAVEMENT MARIONGS ALONE ARE NOT ACCEPTABLE. Aw< a s<,P u � _a \ 11'II roiN� ffi R"rte k J `1 � � • �� I ✓ \ [N� ��� y�p O f N3TE 1�/foEY t�W9L EXISrTNG CAMP SITES.-' 9 o� TREE PLANTING DETAIL "1 � ��O IYfIFfDI rIE FPGNr NdiH\ GA WIPLII OFTYm(]J N'6i�R/tn® _ �G Iynde. ATa• OQ a�r+�T ffi AMD m � prfoTgaer ' ,q EXISTING LAMP STrE6 of: PIIa Dr�1,51Wr. SreFt\en En \ /y *Yc 1` Pa nw'n6'W aA13 J�1�ut�tisv�.�V.` Land all, : IBX W Q/ r FIRCITNf.cAMP Rl-EC \, \ G xq, (� �A� EXKMG CAMP SITES 1 \ , $ 4 -`rq' �/• KING y�' "O, m \ IP � � T e4PiA M0,4M 1 log—:5m .P m",se yn e IL w S KousF Co m+N W i \ s� °„ ivu+�°`�`� ^ e 1 HOUSE ScrMazcoc�o-Ts Z ws �nxeA* (� u G zc�i�•�\ O `'L w�Z 000aC, ' + PRro[1ir/6pl 2,AGiF3 02 m� 1 n•B\sMzss; � 1FRmteTm.3T•v.3• o�l7 f - .. � 366s�szsoDrs R40 „OV39to' 0W R4 RUN OFF SHALT.BE CONTAINED IN THP,PWaaNG AREA 361 TOTS WITH EXISTING NATURAL GRADE AS SHOWN. PRW 11 NNMCAP ti rW D41NIA%ID1[L' Sf 36•W.InI fD1@ �� PAN„3NG6PACF5 cic-y—c— r—r—c— i'6 ip00 It1 SITE PLAN 1OrfLVEP fF 103Y. NNOGN R6pRIs71C L:lndof: SALE:P=60'-0' PAST WNGLWMMOKARPGROBNO Village of Greenport MQUEEN T1REEr� AgHkT WAK sr,1365.P. A6PWLT�3%1 SF . LEGEND C fi' PATIO:W4 F SIF- VmW ��.�". •?\F� FOOL ID-0SF Demobs 09,P0G5 GRADE SLOPE //"�/ aw f.`� _ P.6TPGON5.16x SF - 9EEr N1MSL RIr—ROOK1347iF LIGHT FIXTURE 1e - {� OFFICE4 ss 5-11 `Tf srt 13d ST. 6� P Ns PARKING ACCESS AISLE ��� . `•° SEA GULL LIGHTING MODEL#Mr,15 EED AD1USrABLE SWIVEL FLOOD LIGHT R], I R80 S-3/4°DIA. Land of: Land now Or fp�erly •�„ MAX:120 WATTS DEC ® 2019 Village or GrFenport I SaMirAgfa S TIa Shah of: 2B'0" I — Na� • EXTERIOR LIGHT FIXTURES S utroid Mown n Board Plann g 8-0° 51-0" I w 1 I •u Q (9 0 O w' 1).ACCESSIBLE PARIONG AREAS SHOULD BE B ft WIDE WITH AN ADJACENT � 1 �1-i--- � r?"•-•��r'Iy 5 ft ACCESS AISLE. i 4' v.l(� mmunxew(r.mmaA Ln OR 2).PARKING SPACES AND ACCW AISLES SHOULD BE LEVEL WITH SURFACE • ���'� SLOPES NOT EXCEEDING 1:50(2%)IN AND DIRECTION. 3).PROVIDE SIGNS AT ACCESSIBLE PARIONG AREAS RESERVED FOR IfVDMDUALS --- .-- __.. _ _ --._-•—.-- a,,,,,,,.,a,,,,°,,,R � O Q 0 C 9 WITH DISABILITIES:PAVEMETIr MARIQNGS ALONE ARE NOT ACCEPTABLE. .0 pp I I m ]Is \ u II mill 11 m�w'�vtlua+°•I'�� 5;y.-••O 6 y„Ty• eu O ]9A � II 11111 1111 11 N�y s R V /� II 1,I 11111 1 1 RKY is O O e GH) o p �o NOTE PNavluErDEEPYlBL o 0 11iTINGIAIdPO O ��g�� 0 TREE PLANTING DETAIL 1 M a PAONDEI9VDETREE NAA NGAa�a4ROFTMO rn Na3 flANTa] (^� O ` G �' •• - �� av,J VlBim`li11E FnONr AN 4DEfl'EnYRAY(fiPHWNO�llic9 AT9'-0'O-C�tlYl9VmEElwmnNrArm smE CUD Q o<fortfl ,le< O `1 .p O O m GWS I o� fA � PSPhe Lu T OMFS 'bt FRAME \ � Lg, URDING A- NJ -(/ 1) �r U O O 0 C ® O SL «ua' V�,.��`�"`'�,�y` end 5-n�relSyaS• /'• eK as O �;/ `�J & se OS I A•� c e o YL p ON 90�Ocrrss rE. {sial O O nA ,'�-.-- -j'• Ix AGING AREA - - . Q _ O1 1A 0 Q T,p �#. ~l:`•-'1'A--.. aafaC^-'s� M� �„m,l O 1 O �AtnME ('� +✓ dl+ ��saa4w�AP,ssS 'tel. Aw+e�.rtatemre°' s wo atmmG CARP sRB 1 8� G �_1m� igbt v + STAGING AREA t O �F7GSt01G TD O pgtM� H011bE••... scnla�mwo-�s FORESTED AREA � ` O O ` .�, GRAS'` o eva• sA N+amu'As'lal e e n _ Z CH) O U O \ Q A�s (TENT AREA) tuL =F GRASS SEP 1 1 20]6 I 1 ENP¢n ams g H O >n� _ 0( O O O O O .W •In ,I,........._ .- . .n.._ A�D1A®RTOIPL'1511 o U' ww 2 WINTER TRAILER STORAGE R40 Sx M "Ne (HE) 0 (HE) C ED (SEASONAL RECREATION AREA) ALL RUNOFF SHALL BE CONTAINED IN TOE PARING AREA wrANs arEwlsw Goss E WrM EXISTING NATURAL GRADE AS SHO* 16ITmw w m rw PNtkINaWA25 {W DA%rtN(e nt T � SITE PLAN larcwmAee mx+5 �' PuwwNrTDOzmnnmudcaag�caeN Is. ALID.VI�®TBAriNB[»>-16IDOPi1m910 RAn 21An DI111PPLSDIOO@70FAn4WALDAm9 MLON m30Ri5 PL LRlof, r ;aeDDw�"`�L � n��a�ni SCALE:1”_�30'-0' PAsrea ND ASPNUTcnA�e��SssF Village of GreenpoR aa$wrs6Nr A4HN.TAPFA5.11ffil ss- D:«W1C �.1 PATm•]a1sr. SONE• 1'=fiR ORROYMBY LEGEND - `syaa"J SC R,? rocA.Amo sr �ra9loelob 7&�21[iF RMMPLANWaBDAAU GRADE SLOPE f�@a1e P6TNOa.S:f61S� 91EET NOII®e. _ �! o a :Ei��e971Ao+r8ef plmeLa]Ihev�dibe LIGHTFDCNRE Q sTDa,wevmsr tyeY,iyaf$ttG{3$ycasAnml6cdueoPglpiDvat®la �d D 1191HX3 104oz�tput sv "•�;'.''�r'x.�e=�-( = � '�y'��f�9�%`��n/ C�.3�d 6✓tom! -ods JVM O—�L {.;��� yet;p,•ra;;;� •.�"' rt c'�jos _ .. .. f�N ;3n��} i'`'��3 • -RC3 �l'4'H �� 5��� __z:_�:.•'t�r,�f�!��r'�,.at,� ..1.�'' �' � -/1 I'V�v c::f �+�f . � �� �., +'�� ' tib• `1' p� � � C'" '! It I v N r--, tY5 i o � " ,, i, �► V1.� fit A, F 4Z t3 d Ak C- Alp Of ,094 elo Owl .4 paeoe 6u!,U eU2 r'4 UMO_� pI01��no _ } ,, :l , A Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 p z 30' O 25, 0/ 15'-6" i 9'-T a -- �. 14, a 0, wv- °' LU M cv) I 1 -6" T-5" I z j Z I 10'-4" BATH ROOM I Z I 1- — � -- ° I I � w � W Q BEDROOM 1z o oz z W "' O COLO LIVING SPACE - w o COVERED N H PORCH U) Q F I W 0'-4" --13'-3 — I .40 I BEDROOM 2__ I' I ' 00 O O i.. `" 17'-5" 7'-7" i 25' 5' � DATE: DEC. 19,2019 REVISIONS: RECEIVED f DEC 2 0 2019 2 BEDROOM CABIN FLOOR PLAN Southold Town Planning Board SCALE:4'= 1'-0" DWG. NO. 300.01 Condon Engineering, P.C. loe34'_7" -- 1755 Sigsbee Road 17'-5' - , 4'-7"----/ Mattituck, NY 11952 eopt 25'-- Q Z ICC/ANSI ACCESS RAMP O L7 IL --- - w CD CLOSET ICC/ANSI \ Q U) Z I j ACCESSIBLEI _ J W <Y I to BATHROOM j- I I I W 0 I Flo I�� oCMZ "' Z W I 48"CRS N ti O 0) W N j Z U N COVERED L,___--1 W co PORCH `DIVING SPACE 3� U) — 'I -- --- co f BEDROOM 1 I W -- 11'-3" 12'-4" 1 I L0 I M 1,0100 o 7'-7" i 6'-l" .100-01 9'-4' 2' 5' 25' i 30' DATE: DEC. 19,2019 REVISIONS: REC"'EIVED DEC 2 0 2019 Southold Town 1 BEDROOM CABIN FLOOR PLAN (UNITS #14 AND #15) Planning Board SCALE:4'= 1'-0" DWG. NO. 300.02 /-3'-1 0" / 22'-5" / 3,-9„ / Condon Engineering, P.C. / — — 35' - / , 1755 Sigsbee Road -6--/ Mattituck, NY 11952 D N ICC/ANSI ACCESS RAMP Z _ O C7 o. COUNTER w 0) w Z Z 1 I o W Cl _ o� J I? � a —— 4 CLR_—�I <O 0 Z L w O rwn V N I DECK ti \ Cl W RECREATIONAL SPACE uj U) I Q I I I I \ I I I I � ClI Lu N � DECK DATE: DEC. 19, 2019 SEE DWG.NO.300.04 SEE DWG.NO.300.04 REVISIONS: 6'-3" 10' / 6'-3" 3'-9" / 6------/ / 36' / P A V VILLI O N FLOOR PLAN RECEIVED SCALE:4' DEC 2 0 2019 DWG. NO. 300.03 mathol,Tal Planning Board Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 IO z O IL It uj rn w � ---- ---- LLJ z I- Q z (1) J WO Z =U' z W O coo Lu z N N `W r DECK Q T W T 36' DATE: DEC. 19,2019 REVISIONS: RECEIVED fDEC 20 2019 Southold Tow '= 1'-0" Planning Board FLOOR PLAN (DECK) SCALE:4 DWG. NO. 300.04 Condon Engineering, P.C._ 1755 Sigsbee Road Mattituck, NY 11952 Z O a. uj0)w � �. ---- ---- Q z J WO Z aw O 0) W z 0 CV N `W i- DECK Q W i VU i i I DATE: DEC. 19,2019 REVISIONS: RECEIVED DEC 2 0 2019 n nPAVILLION FLOOR PLAN (DECK) Plani10 ng Board SCALE:4"= 1'-0" DWG. NO. 300.04 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 0 Z M O O IL � 0) w r, IO w r () Z CO) III w J w O =U' z ------ --- --- — ---- -- Z o w Z W a W WE -- o DATE: DEC. 19, 2019 REVISIONS: RECEIVE® DEC 2 0 2019 CABIN FRONT ELEVATION Southold Town Planning Board SCALE:4"= 1'-0" DWG. NO. 400.01 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 Im Z O O a Wrn w � aU) Z J W W O C3 z Z p W O oOf - z 0 LU - -- --- - - ------ - Q LV DATE: DEC. 19,2019 REVISIONS: RECEIVED DEC 2 0 2019 CABIN SIDE ELEVATION Southold Town Planning Board SCALE:4' = 1'-0" DWG. NO. 400.02 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 0 .R O IL It w o� w � --- Q U) Z w w - --- - w a CD -- ----- - - - - - H w 00 17 IT 11 v- H T i DATE: DEC. 19,2019 REVISIONS: RECEIVED DEC 2 ® 2019 PAV I L L I O N FRONT E L E VAT I O N Planning othoth lg Board d Town SCALE:4" Plannin DWG. NO. 400.03 Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 G z O O IL Lu w0, � w r } z U) Z J w U) 0� a z 0w O co z w w Ei DATE: DEC. 19,2019 REVISIONS: RECEIVED DEC 2 0 2019 PAVI LLION SIDE ELEVATION Planning Town Planning Board SCALE:4'= 1'-0" DWG. NO. 400.04 APP ICATION FOR BUI DING P I'.1 SCTM # 1000 - 40 - 3 - 5 CABINS #1- #11 ,#14- #22 - 9,000 S.F.(450 S.F. EA. x 20 CABINS) EASTERN LONG ISLAND KPROPOSED CABINS CABIN OCCUPANCY LIMIT 4 PERSONS PAVILLION - 600 S.F. BUILDING OCCUPANCY 40 PERSONS ti DECKS - 1 ,920 S.F. (90 S.F. PER CABIN x 20 CABINS NORTH + 120 S.F. PAVILLION DECK) LOT AREA - 23.61 ACRES 5Vw`R„ g'4 LOT COVERAGE - 118,763 S.F. OR 11 .54% (107,243 S.F. EXISTING + 11 ,520 S.F. PROPOSED) RESORT RESIDENTIAL (RR) ZONE �I SURVEY PREPARED BY NATHAN TAFT CORWIN LAND SURVEYOR DATED DEC. 9, 2019 .G _ 1j 5-a.aTr. xiil °• . .p 5p'° 50.00' e C CONDITIONS #19 PUBLIC WATER SUPPLIER: x..,:.° �o- �� #22 I I 1 // °\ u i I ��' o "\ EDGE OF REGRADED SUFFOLK COUNTY WATER AUTHORITY •a �o� #21 0 � iw i; ;' - I 24'-0" WIDE EARTH ROAD SANITARY SEWER: #1 _ VILLAGE OF GREENPORT SEWER DISTRICT " ' X` ELECTRIC SUPPLIER: VILLAGE OF GREENPORT ELECTRIC �`__ r ° RAMP �. x ``\ i P� l I EXISTING CHAIN LINK FENCE o OcVILLIONS CABINS ARE FOR SEASONAL RENTAL USE ONLY P�• —/ - , DECK c O — — PARKING AND DRIVEWAY SURFACES ARE PERVIOUS + � oO � . ,< > ., - -.z 5Q.00 . I • % - __ X � PAVILLION IS NOT TO BE USED FOR LODGING #5 NO ADDITIONAL SIGNAGE PROPOSED \ `��'� \ °oo`. I %i50.00, \ „ EDGE OF REGRADED ' ~� ` �'F %"l /°o° o $ f EXTERIOR CABIN LIGHTING TO BE DARK SKY COMPLIANT °F° , ,o 24'-0" WIDE EARTH ROAD / ,ti 'P F \ 7 p #2 °\ \ 090#t?. \ °OY�� ` / ° #17 w i ` ss PMP / o' PARKING CALCULATIONS spy`'` ° ,� -\� '"-� ` oo #9 1 PARKING SPACE PER CABIN \ s°\ --'" f2;\ ,Wiz. ° TOTAL. 20 PARKING SPACES o � \ #6 .� tzs a / \\ \ , °F sg P�' i?zl I _ RAMP * REDUCTION OF 13 PARKING SPACES FROM EXISTING o\ °" j CAMP SITE USE r. S x \ j P5ZE J ,PM DRAINAGE CALCULATION FOR ROOFS = S.F.) aill #10 \ ROOF AREA - 9,600 S.F. ((450 SF. x 20 CABINS 9000 S.F.) + 60 0 S.F. PAVILLION) 75 C.F. PER CABIN `� ¢ "--"" `_-- \° EDGE OF REGRADED = (1) 4 FT O x 6 FT DEEP DRYWELL <- _ �� �0, `\ `\. ----- ,' �° \ � ` 24'-0" WIDE EARTH ROAD 100 C.F. FOR PAVILLION = 1 4 FT O x 8 FT DEEP DRYWELL O \ \\ MJF EXISTING CHAIN LINK FENCE =` DEC 20 2019 i. Planning ward \ may:.%'.r':r,trit•ncq:+yy- '\ EDGE OF WETLANDS FLAGGED BY DANIEL LEWIS OF N.Y.S.D.E.C. NOVEMBER 15, 2019FLG ,: F • ,-,=__.._:,. SLAG FLAG y',.,.t"<+''%; " DATE SUBMITTED: ` SITE PLAN FLAG ~ DEC. 16, 2019SCALE: � donEngineering , „ = 40,_0„ RM REVISIONS: e �~�. EASTERN LONG ISLAND KAMPGROUND 1755 Sigsbee Road DWG. No. attituck, Y 11952 690 QUEEN STREET GREENPORT, NY 11944 100.01 SURVEY OF PROPERTY SITUATE GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK k S.C. TAX No. 1000-40-03—P/05 SCALE 1 "=30' DECEMBER 9, 2019 r NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:1= / EXISTING CONTOUR LINES ARE SHOWN THUS: XX-———XX F.FL - FIRST FLOOR / + G.FL - GARAGE FLOOR ;v / / • SEWER MANHMIS, WA 1�•.I . � ..d•• I x.1.3..1 '•, �� i • '+.• - • �' I X112 V. • I �§,��1♦ ,+' / ,x 14.0 , ♦ // � \\ `-:•• 13.5• x14.5 \ x IN, 13Y/ x 14.4 ';• ' '�pi�- � '''' 1 / / C44ps rre 1`4 \\ / \ / \ / % s� / x 1 r x \ 10 ` \ / • ?: • 15.97•,: CAMP SITE /25 / f4"4 -% ---------- / \ 1x j\1 I 13.2x CAMF\SITE #3 /I X215 f\ I 14.4 .\ -----------\ I 1X1\\ �,•/ ����' // /r ��\ \\\\ 74.3 \ 14.Q I / AJ xim r4r� / c�'��.- �� \ \ '' '• els x,j. x11.3 \\\ \\SPIGOT i f'° : � / / i ` \ / '-�\ •�\ \ •�'...' // I � .x . \ 12. __-_- 3\\ Y Psi _ \ x SITE �O \ X112, x-� ��/ x 11.3 10-� \\\ �- --- T x ja \ \\ \\�--�/ / 0��, j' SPIGOT / \.� '., �\\ Wips \`\ I .•..12.7 -Lzx`\ - / cop x11. \ x nzo x \\ \\ \\ \ j/ �/ j/ , % .'' ��` / \♦ S/� \\ 12Z Cep x\ / \\\\ JRjs \\\♦ ��''� l l \ \ r112 & \ IN, .125FLAG N, ' I \ \ \\ 80 x i 07'20" W \\ _— \\ �\\ \\ � /' �Q`��� \\ \\ `�\ \ •\ �� •� / I \\ \ m \ \ \ \ \ 1L �� \ \ \ � \ x cv � OWN ju x \ \\ \\ uNK INCE LO / \\ LO �B \ °kP VA N \ \ \ \\ / 71 op ------ — AL �ll� \\ \\ \\ \\ \\ \\ /'__ ." \ FUGRAG FLAG \ \ FLAG \ \ \\\ N Y OS .Alit_ �cw j ` \\ \\ \\\ ( DEC 2 0 2919 1 AL \ soutrlol' Tovjrl \\ \\ I Planning Foy r'd \ \ FLAG PREPARED IN ACCORDANCE WITH THE MINIMUM \ \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIAL.S. AND APPROVED AND ADOPTED \ FOR SUCH USE BY THE NEW YORK STATE LAND \ TITLE ASSOCIATION. OF Nq� i FLAG \ k j. fe \\\ i s - N.Y.S. Uc. No. 50467 FLAG Nathan Taft Corwin III UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. IL Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax TO THE ASSIGNEES OF THE LENDING INSTI- 631 727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OMCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. REVISIONS: PARKING ACCESS AISLE SEA GULL LIGHTING MODEL # 8605-15 ADJUSTABLE SWIVEL R1 R80 F o iolDIA. LIGHT Land of: land now MAX: 1.20 WATTS Village of Greenport Samir Attic &or °S eriY of: 20.011 u-. ._, . _. _. „ • . _ Sharif EXTERIOR LIGHT FIXTURES MON. ,,,,{-' 1 �ac.. I d �• 89"15'a"3D8 UO' FOUN IIq°44 sD i _ 11 m III Ira 'FENCE L-- ��� •,rh' —� LJ v �r FOU N. • .rn,, rl., +{'?. „a,i i p—oil J -L1 !' 5_..4112",,0 FEN � =6: i'-; lrpa 1 i J ifiA *16 " 15 FENS 1). ACCESSIBLE PARKING AREAS SHOULD BE 8 ft. WIDE WITH AN ADJACENT r_ -_ �, •` ; -17A S 5 ft. ACCESS AISLE. :a rMl 7CNE GRASSTAKE Wf 2"a LODGEPOLE 'tat .;'� 'u � STAKES, DRNE 4"INTO CRY, J 2). PARKING SPACES AND ACCESS AISLES SHOULD BE LEVEL WITH SURFACE ? I j �.� I„ ,- viwr "-��K+r,��� UNDISTURBED SOIL - , ,- _ FI❑lel6CnnoRI SLOPES NOT EXCEEDING 1:50 (2°/D) IN AND DIRECTION. TIE W1 DOUBLE STRAND#17 GA.GALVANEZED WIRE H .L a rr.ri'"Z'Mb ".'1 11 1a-,Am. 1 �IN 112”1.0 RUBBER ItDSE• ALLOW 4"[,D,LODP MIN, nl .111b lhsi4 . I'I5 plcl.lr ]iIQ *2a 47A 37 Q" lvdc °> o c:j°i •°r.aM u°al w°dna i AT TREE LOCATE TDP TIE ABOVE FIRST SCAFFOLD, n 3). PROVIDE SIGNS AT ACCESSIBLE PARKING AREAS RESERVED FOR INDIVIDUALS FERTIU2E WI7 GRAM PEiLETs, *12 ( _. _ _ . _ _ - 20•IIFS NPK,4 PER 15 GAL.TREE, m "a *4S V S; WITH WITH DISABILITIES' PAVEMENT MARKINGS ALONE ARE NOT ACCEPTABLE. "a f SET6"DEEP S U m ROM eALL 35A � 4 4 IIS I III I 11 I SO)L MIX,2 PARTS NATIVE SOIL ,� V *22 i *46 S Zi I III I I III I TO I PART MULCH V Q $ 49 38A (' .I jliIIII � lI a r� " �IIII IIIIII IIIA I I{I%' NATIVE SOIL '.. m 10 a *140C *45 •34 O Q,r NOTE: PROVIDE 3"DEEP WELL. 95A 40A *9 at* D 7- * aA : v EXISTING CAMP SITES s � v 50�0-, O TREE PLANTING DETAIL O vk C� C� 43 *4a 95 PROVIDE 1 SHADE TREE HAVING A CALIPER OF TW/O(2)INCHES,PLANTED ,,Das EXISTING CAM ES �} L u' N •' r 1 *25 S GRAS 32 S ° WITHIN THE FRONT AND SIDE EVERY 40'-0".PLANT 4'-0"HIGH CEDARS .96 GRA' *41 *8A 1piG V t nand n 4i" AT 4'-D"O.C. BETWEEN TREES IN FRONT AND SIDE. *43 0 e •r- foc�`em C � °Y A� eis '94 43A *42 31 GRp,S5 r nd now oy: �` �,1{� 'n '99A *52 � "'8 G fC aCm�C1�l1C1 LLJ o Go *ze EXISTINGCAMP A$� FRAME 4zA *31A SSD 9a '99 o BUILDING L 24" A0 0 z VE L'E W' 'fiA -�•'r FENCE 1 01 3: :5 ctf r 1 a . , 8 0 '83A 82A V 7g"5�4p g41.3Z L������ ��l 'an vDW °�E�ISW0rt t ' ' w V.: CL 4. '62 .ei �a� V �^� SUSav eK • ■ . L�J7 T c � um Q *B3 *b2 *6 MON. ��- a J v CU �� FOUND ��9 � �+�..� » *63 5 *GD { FOUND )l 1�' `SAL,(r 0 V I L � GRAS N � � � *84 eiA *5 �'�� �t� V c * � w -0p CjR � , FEPJGT E 11© 7b"kx�'�x95 2 .>`J �,._1 r,*SS O EXISTING CA P SITES 59 , �, �--- INC \ i�. -- � � `� 1'��� � � '* 85 *81 *4A GANS" : RKIN *iB 1s GRpCIS ,A FENC[ v�c -�ry tl�, ti's ,� O A e •Z 6HA *4 *3A "3 1 4I *SA ' AN / � u v _+ C�1�? 86 80A *58 ` ttt "4? - 17.4Dr T V (� STAGING AREA e *WZi *ryg 66 55 04 ST0l4 k�1ST • Vp * EXI TI GRASs �' r r 101A 87A 79A *b7 1 c� t ` t ^ J2.13V— w2a *ia3 Qy 57B .r't �!a JT i � � (LAND DEDICATION) Q /_ y SS 75A O �'O 21'WiFil_ACCESS TO REh1AIN 4yti ! t,Y - tgp SP AC "88 �%SME GPA CLEAR,LEVEL AND SUITABLE d f GRASS 1 iKOt{E*69 *57 �f1 y FOR VEHICULAR PASSAGE `. / _} GAUPE¢OF, �O.�• EEN *Wi@ *1 4 BUILDING �sEC�� �rnvFtsl r 11y� r� P �AvWG Ac'�A�AT 2 z ! Q �I FENC 2A 15>{ADE7 T 4,_D=yiIGK FISTING CAMP SITES �, Aces r rf rr r / ;, A�RD�ypI pLAN t }a,wr.L - 1 19 , r 1: AQ OK GE4n MON, fV *wZ2 +1 '69N� r l � ' 1 FOUND � STAGING AREA t !� 1a4A `75 11 w ,+ 1 �'. ..,.• � SNRU'BS� � NQUS� •w17 e •89 *74 FENCB� ''\� r wb •W18 :ryD *73 +��'� '1 lam- 7"� � ��� ��(�,rJM jyG'T R N , / SCTM#1000-40-3-5 FORESTED AREA --- f Hove 4-L ZONE use:RR •105 89A •77 *72 , 17' '. *w16 O O ^71 3 - (LAND DEDICATION) 70A "PASS 81.41'01 35.OD' t r e e *WY4 ( , (TENT AREA) G(tpSS 76A 77A �� x4 P L� --- �____�_, PROPERTY SIZE:24 ACRES W z t •ia6 (1,045,407 S.F.) d� GRA55 SEP 1 1 2006 i as O 74 PERIMETER:5207.3' Q •'W12 '9p *76 - - -- I a w =� � Lu w15 * 'WZ ,ia7 ti� + 186 PARKING SITES/SPOTS Q N� we "W6 *W4 ADJACENT TO UNITS `= e~ r 162 RV w GRASS �C,1 S .W10 *w7 *w5 *W3 wi WINTER TRAILER STORAGE f 8740 24 TENTS (SEASONAL RECREATION AREA) L 80 CARS OVERFLCW ALL RUN OFF SHALL BE CONTAINED IN THE PARKING AREA GRASS E WITH EXISTING NATURAL GRADE AS SHOWN. 261 TOTAL PROVIDE 7 HANDICAP i'w FENCF CHAIN LINK FENCE 8 8'40"917.17' FENCE NG SPACES O p 5 tISR•t*t1I6RSIGNED,1'MUAHY TO SOUTH=TOWN Con13 1ECPa4 SITE PLAN LOT COVERAGE: 10.2% MON. 1 DIIIDI6 ht'�LEI3GSS'CIUT nMCCINDfIi0N5 OF TM Sin FLAN .+ FOUND R1 �+5 S INC. kRCACCRPTED.(SEusUtxOFAPT'i10ON DARTS '' F, SCALE. �11 — 6�E1'U' EASTERN LONG 6ANDMYDON TKAMPGROUND Land of: f42?�tcS,E� lU I 1 690 QUEEN STREET ASPHALT ROADS:97,236 S.F. Village of Greenport GRE FNPORT,NY ASPHALT AREAS:3061 S.F. DRAWN: � � �A�� •, ,� 4 PATIO:2674 S.F. SCALE: 1"=60' -----�. R LEGEND L.P,.a; � �`�; Boa "PROVED By �' "' � --•'^a ,� POOL:1010 S.F. 09 Q8 06 ` 'v. P ,� 1 �y `114 xr•4St;, `aQi11 I{}I_D FLANNWO BOARD GRADE SLOPE r REST ROOMS:i62 S.F. anAue �- ,�ti q Crr SHEET NUMBER: J DEC � 0 2019 , A . sLorL � REC,ROOM:1397 S.F. TITt-p LIGHT.T Sdesu+aGn LIGHT FIXTURE Sc ISI c�;o,^:n pi4I�EiE pIa11°S �?G� PlallrV': I"."D. `d * OFFICE:420 S.F. S Er. Tperw of the-date afamovd as pix STORAGE' 1283 S.F. REVISIONS: PARKING ACCESS AISLE SEA GULL LIGHTING MODEL # 8606-15 ADJUSTABLE SWIVEL R1 R8p FLOOD LIGHT Land of: Land now MAX, 120 WATTS Village of Greenport Samir tti °r formerly of. 20'-011 A a & Ilia Sharif EXTERIOR LIGHT FIXTURES MON N 0°45'0"E 30B.00' FOUN 1 f � � N 5°15'iQ E 273 89' 4 e J r d r + �t,iru -1��- U tit,. 1 'eft Jt�'FENCE ���C ]c�,Jr �" MON. FOUND rT- rI �.t/a, •(,isra( 81-011 CI-011 J FEN O J U iu 14— 1 i, .� FEN 1). ACCESSIBLE PARKING AREAS SHOULD BE 8 ft. WIDE WITH AN ADJACENT I° �''— r.I ��� 5 ft, ACCESS AISLE. I. ..1 _ _t_-_.,,! _ v,y 7 , - ,r"% DOUBLE STAKE W12"a LGDGEPOLE J �� s °� 2). PARKING SPACES AND ACCESS AISLES SHOULD BE LEVEL WITH SURFACE °"°"� {� „ �_''1�, '- _ x TAKES DRI�,E,"INTO DRY, r�� x ..,I Lr- r.. .-,, p,n'lr •,,... ; iG:F LO CRTCfl.ICW 'p^,t^-'t,,,. ' UNDISTURBED SOIL � � SLOPES NOT EXCEEDING 1:50 (2%) IN AND DIRECTION, Nn,r• "� a TIE W/DOUBLE STRAND 1'12 GA GALVANIZED WIRE �[ 4fnhn W0.7Na°rli.°ltc hh a�wnN y h reror+r,ce writes r&ri u�m ward 1 IN 1/2 ID RODIfER HOSE ALLOW•{"!.D LOOP MIN, h1 hMn b C�PStI Ip:,;hR AT TREE LOCATE TOP TIE ABGVE FIRST SCAFFOLD �Pd �O 3). PROVIDE SIGNS AT ACCESSIBLE PARKING AREAS RESERVED FOR INDIVIDUALS _ , „ - FERTILIZE W/2GRAM PELLETS, I o WITH DISABILITIES; PAVEMENT MARKINGS ALONE ARE NOT ACCEPTABLE, l` { SET EEO,+PER IS GAL TREE, a m ry ROOT BALL TOIIPART MUL MIM I PA123 LRTSCN NATIVE SOIL U pV', NATIVE SOIL ti SIGC P z NOTE: PROVIDE 3"DEEP WELL. GRASS pQ �} �03 ^� TREE PLANTING DETAIL GRASS o EXISTING CAMP SITES,,- 7 Gu' (p .• 8`•' PROVIDE i SHADE TREE,HAVING A CALIPER OF TWO(2)INCHES,PLANTED AS -h(" G `_ w WITHIN THE FRONT AND SIDE EVERY 40'-0".PLANT 4'-0"HIGH CEDARS hand na Of AT 4'-0"O.C.BETWEEN TREES IN FRONT AND SIDE, eM oC lot eiier EXISTING CAMP SITES b; `r- GRAs� Land now off; P& Pii��a LG Or o+ &,N\njck� i scoS�ephen Lki N14001. . . w 1'E. a FENCE �f o a G w 441 �`--, eTIy of, a 1D.7'za' �L� �,� and ripW or f°r 'a,�h /`► LLj uj C7 0 1, MON GA1A55 C\ F�OUNDIL ?� FOUND � VF�—) cb 9S1 fu z FECNE /�,r G{�pSS GRA55 ti 01 W 295 2 In GHAI�1 y r 5 ', GRN55 115 GI1�5 \�a 0 11100 :00p EXISTING CAMP SITES ORns 1'E. �� pARKI G y�� FENCE CA GR►$5 ?a ../ fi O S �ryb,c'.o�4 EXISTING CAMP 5ITE5 -'n 2215 wrcS1 DCMP 5 �� r+ ��;•' �2G Y E� �G 7a ' a2 p �1GH H�flG _s 0 GaAs Qp s� Htiac P ApKx��v �,SLIAIPdG GPT_ s Alp V-4eQpsI��S sseD� � ESS0.OAU 83'13" 'A'5 ' F�W�t A� GFPVEGI 514° ��-'_� � J 1 ll+cµES, flag 2C, ®� N� { ;w vwnL r »' 19 o� Q�N - ' � TI�'r,PS EER iµ r INyQ SIv�{a MON. '� lJ1t PRS �1yg 5'NJE$pTNT-; 'H G -'-k' -1—w--�1�''r 4 � ^p o�++ee+wEEr�r+� FOUND A FENCE, L r POLE e N� LLJJ �,� is,w LF µpt7s� ` Pwr�eu 5ipf� �n r,RAss n R �CtdCE {..+ xaus % GRASS g 5.17E 135 04' /� �„/ 5CPM#1000 40 3 5 0 4x�POST G ZONE USE'RR wz GRp55 p+c 1 e '( PROPERTY SIZE:24 ACRES rL Z rT "o J (1,045,407 S.F,) uj PERIMETER:5207.3' Q p ►` 186 SITES 1 SPOTS GRASS R R40 B0 OVERFLOW ALL RUN OFF SHALL BE CONTAINED IN THE PARKING AREA 261 TOTAL GRASS WITH EXISTING NATURAL GRADE AS SHOWN. s�f` Fv PROVIDE 11 HANDICAP CHAIN LINK PENCE So 20"W 917,17' FENCE PENCE 1'W C��-�('�C)�'� ��C7 ��� �'�C7=- �1 C"1�7C C"� r'�C r t-��--� ON- i's UNb FOUND SITE PLAN R1 MYDON RESORTS INC. �r 0 FOLOT COVERAGE: 10.2% �. , DBA EASTERN LONG ISLAND KAMPGROUND Land of: ALE: 1 = G0 -0 _ Village of Greenport 690 QUEEN STREET t v j Iia ASPHALT ROADS:97,235 S.F. GREENPORT,NY .r..r I c' v ASPHALT AREAS:3061 S.F w LEGEND !, DRAWN; _w C : :�'�, L I.� Jar" PATIO:2674 S.F. SCALE: i"=60' ' N JOB#: 5 T� — ��,';' '�• � POOL: 1010 S F December 118,2005 GRADE SLOPE �r SLOPE ., :L ";,cREST ROOMS,' 162 S.F. SHEET NUMBER: ' REC.ROOM.1397 S.F. - r t LIGHT FIXTURE OFFICE:420 S.F. a STORAGE: 1283 S.F. L�y