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Revised Site Plans and Renderings - submitted 9/29/22
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KEYCAPTURE SEP 2 9 2 ,�, 4th Floor East, Westchester,NY 10577 * 10750 OREGON ROAD I 1, f Melville,NY 11747 New York,NY 10001 1E N E R G Y AUGUST 2022 56-uthold Town 11 I ,11 P(631)756-8000 Riverhead,NY 11701 CUTCHOWE I'll F:(631)694Al22 Adbany,NY 12110 CITY OF HALPPAUGF. 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I I I I I I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 00 0.0 0.1 0.1 0.1 0.1 0.1 ____0.1 1---___0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.1 0.1 0.1 0.1-- / 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 \' 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + + + + i" + + + + + + + + \ + + + + + Luminaire Schedule ' Label QTY Catalog Number Description Lamp Lumens Wattage 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 ,-0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1'. 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + i- + + + + + + + + i + + + + + + } , i + + + + + + « + �\ + + + + i + + + ��• A 7 IVAT4-130LSF730ZU RAB LIGHTING AREA LIGHT LED 13,232 117 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1'-", 0.1 0.1 0.0 0.0 0.0 0.0 0.0 + + + + + + , + + + + + + + + + + + + + + + + i + i- + i- + + •,\ + + + + + + + i \ B 4 SLIMFC37Y RAB LIGHTING WALLPACK LED 3,339 37 0.0 0.0 0.0 00 0.0 0.0 00 0.0 0.0 0.1 0 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 /0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.0 1.0 0.9 0.7 0.5 0.4 0.2 0.2 0.1 ' 0.1 0.1 0.0 0.0 0.0 0.0 + + + + -} + + + + + + + + + + + + } + + -1 + + { i + +_ _-__----- _ + i- + + + + + \ + { .} + i + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1/ 0.1 0.1 0.2 0.3 0.4 0.6 1,0 1.4 1.8 1.9 1.7 1.3�, 0.8 0.5 0.3 0.2 0.2 1•0,1 0.1 0.1 0.0 0.0 0.0 Statistics Description Linetype Avg Max _ % 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 -0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 6 0�/ 1.4 2.4 3.2 2.9 \ .0 1.2\ 8 0 5 0.3 0.2 0.1 \ 0.1 0.1 0.0 0.0 0.0 + + + + + + + / + + + + + + + + + + +P + j-' + j + - +-a-3 2 +. + + + + + + + Calc Zone#1 -Y--Y-N-Y- 2.2 fc 6.0 fc 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 I .8 1.3 1�9 Z334.7 5.1 4.3 �•. 2.7 1.6 112 07 0.4 0.3 0.2 0:.1 0.1 0.1 0.0 0.0 + + + + + + + + + + + + + + + + + + + 4 } { +w % + + \ + \\\ + +i i + f + + \ + + i + 0 0.0 0.0 0.0 00 0.1 0.1 0� 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.4 0.6 1.2 1:Q z 4;'2 5.8 -�-g 4- 3.7 \ 2.6 7 1.0 0.6 0.3 Q.2 0.1 0.1 0.1 0.0 0.0 i { + + + i- + + + + + + + + + { + + i + + +w a + / 7 %1\ + I4; + + �i + 8 \ + + + + \ t + r + 270 90 0.0 0.0 0.0 0.1 0.1 0,1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.4 0.7 / 3 2.3 / 3.6 �;- �._ -_ __ 4.7 3' 1 1.3 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 + + + + + % + + + + + + + + i +- + + + + + + ` I + + i 4 + _,II + + + + I + + +. + ' .� + + 180 ORIENTATION ANGLE REFERENCE 0.0 0.0 0.0 0.1 0.10.1 02 0.2 0.3 0.4 0.5 0.6 0.6 0.7 0.8 0.9 0.9 0.6 0.3 0.2 0.4 06 .2 2.1 2.6 0 X2.7/ ' .-0.2 4.1 3.1!l 2.5 � 9 1.1 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 i + + + + / + + + + + + + + + + + + + + + + + 1 {- + �# < + l i + i + + i J + I- } + + + + %-N-R-[-N-YY-Y-[-%-%-R-R-N-N-Y-Y- \ i ' _ % I Luminaire Locations 00 0.0 0.1 0.1 /0.1 0.1 0.2 10.3 0.5 0.6 0.8 �T 0.9 0�- -1-1 1.2 1.4 1.3 0 0 0.0 0._ 0 0�-'�0.0 \w.0 1.6 2.0 �#`j! 26 2.8 \2.7 2.5 2.0 4 0.9 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 Light# Label Mtg.Height Orientation Tilt Angle g g g g . ,I" - --- _. _- --- --- 0 A22'-0" 135 0 o2 221 011 A - 45 0 0.0 0.0 0.1 0.1 i 0.1 0.2 0.3 0.4 0.7 1.0' 1.3 1.5 1.5 1.5 1.5 1.9 6 0.0 0.0 0.0 0.0 .0 .9 1.4 1.6 5 1.5 9-----rt.� 1.7 1.5 1 / 0.8 0.6 0.4 0.3 0.2 0.1 I 0.1 0.1 0.0 + + + + + + i+ + + + + + + + 1 -- - -r------_ _._ ------- + + + "+ + + + + + + + + 03 A 22'-011 0 0 A 22'-011 180 0 0.0 0.0 0.1 0:'1 0.1 0.2 0.4 'I 0.6 a!0 1.5 ,'2.1 2.4 2 3 2,,1 1.9 / ..5 0 11.0 -1.2 1.7- 1.7 .4 w.6 1.5 1.5 "�.,.:'i,4 - r.0 1.6 1.6 1.5 1.3 w.1 0.8 0.6 0.4 0.3 0.2 0.1 I 0.1 0.1 0.0 B 9'-0° 270 0 + + + + + + + J+ f, + + + + + ( + j r 4 , + + + + r• ;� + + + + + �\ + + + + + { I + + + �. 1 - .. _ 1 �- I © B 9'-0" 180 0 22'-0" 135 0 07 A 0.0 0.0 0.1 �0.1 0.2 0.2 0.4 0.7 / 1.3 2.2 3 8 _ 3.5 2.8 2.2 2.0 1.8 1.9 1.0' 2.4 �. 2.3 -.w.0 1.9 1.6 .. 1.5 1.7 1.9 1.7 1.5 2 1.0 0.7 0.,5 0.3 0.2 0.1 0.1 0.1 0.0 + i + + + + .} + + + + -� + + + + + - + + + + �,, + i + + + + + \ + + + + + + + + ® A 22'-011 225 0 A 22'-0" 315 0 + 9'-011 0 0 00 0.1 0.1 0.1 0.2 0.3 Q.4 0.81 1.4 2.4 3.5 4.4 4.5 3.5\ 2.5 2.1 1.9 2.0 2.3 2.7 2.6 2.5 fi 24 2. 2.7 2.6 2.1. 1.9 5 1.2\.• 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 10 B 4 4 /+ + 4 4 + + - 11 B 9'-0" 270 0 q 0.0 0.1 0.1 +0.1 0.2 +0.3 +0.5 I 0.8 I 1.3 \2.0 j.0. 4.5 3.7 1 2.7 2.2 2.1 2.3 2.8 3.5 3.2 i 3.3 + .6 3-2-_� 2.9 3.2 8 4.0 3.6 `� 2.9 2.5 2 1.G \ 1.0 0.6 0.3 0.2 0.1 0.1 0.0 C.0 + + { + + +\ +� + + + + { + + + + �� i- + - + + + + + +� + /+ + + + + + + I 4 �3. 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1. \ 23 _3 3.9 3.5 2.8 .5 2.5 27 3.3 4. 4.8 4 3.7 3.4 4.0 8 4.4 3.7 0 10 2.5 8 �1�6, 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 LIGHT CONTROL SPECIFICATIONS: 0.0 0.1 0.1 0.1 0.2 0.3 0.5 10.8 1.4 �2.1 2.8� 4 3.6 `� 3 3.1 .1 3.2 +3• 4,9ti;:,! 4 o-. 4.6 �.0 1 3. {,. 3 4.0 4 3.3 +2.7 +2.6 +1.5 _0_____+0;0 0.4 +0.2 0,1 +0.1 0.1 +0G +0.0 0.0 + + + + w,. + + + + +, I + I + + \ / STATION YARD LIGHTS SHALL BE NORMALLY OFF, AND TURNED ON ;� MANUALLY ONLY AS NECESSARY FOR INTERMITTENT OPERATIONS, I I ' v- - - / MAINTENANCE OR EMERGENCY SITUATIONS. 0.0 0.0 0.1 0.1 02 0.3 0.5 I 0 9 1.7/% 2.7 / 3.7 .1 3.9 3.6 3.6 .1 4.3 4.1 3.6 3.5 3.5 3.3 10-� ' 2.6 2.7-," 3.2 3.5 2.7 2.2 24 1.7 .0 0.0 \ 0.2 0:1 0.1 0.1 0.0 0.0 0.0 0.0 + + } + + + I} i + i + + + + + + + + + + -+ i'� i + + i`-\ + / i + + + + + /f + + + + + -f �/ i �I 11 0.0 0.0 0.1 0.1 0.2 0.3 0.5 11.0 1-& d.9 - 8 4.4 3.9 _, -- 7 5.0 44 3.8 30 2.5 2.2. �.1Q- +T.9____-- 19 2.2 t2.3 2.1 1.II 2/1-, +1.5 0 +0.0 01 +0.1 0.0 +0.0 +0.0 0.0 0.0 0.0 i + + + + + i I} T �. +i } + + + + + + + /rte + + `l ' 1 / 2 C r i. 5 3 3 ;' ; 0.0 0.0 0.1 0,1 0.1 0.2 0.4 w 0.8 1.4 �.1"'x 4.3 4.4 3.8 ; _ 4.0 .6 3 2 2.4 1.8 1.5 3 1.3 1.3 1.4 1.4 1.4 1.3 1.4 1.1 0.6 X0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + , + + + + i \\i +` (--'�a- + i + + + + t/ + '' + + J. + + 0.0 0.0 0.1 0.1 0.1 0.2 0.3 w 0.6 \09 1.3 3.5 3.1 -,t4 2.0 2.2 2.2 , 1.7 1.3 1.0 ( .9 0.8 0.8 0.8 0.9 0.9 09------ + 0.0 0.0 0.0 0.1 0.1 0.1 0.2 w 0.4 0.6 0.9 � 4 \'� 2. 2.2 2.0 - 8 /1 1.3 1.3 1.3 1.1/, /0,8 0.7 a 6 0.6 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.2 � 0 1 0.0 0.0 0.0 0.0 0.0 00 0.0 + + + +'\ + + I i + + + -- ,X' + + + + + `+ + + +i + + + i- + + + + + +• i + + + } { + + 0.0 0.0 0.0 0.1 0.1 \ 0.1 0.2 w 0.3 04 0.6 1-0.9 .2 1.3 1.2 1 1 0 ` 0.8 0.8 0.7 0.6 0.5 0.5 4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.1 j 0.1 0.0 0.0 0.0 +00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 \ 0.1 w 0.2 02 0.4 0.,5 0.6 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.3 03 13 Q.3 0.3 0.2. 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0-3 0.3 0-3 0.3 0.3 0.2 02 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1,___ 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + + + + + i + + + + + + + + + + + + + + + + + + i- + + i- + + i + } + + J 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 f>:I� 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + + + + I + �.\ + + + + + + + + .} + + + + + + + + + / - + + + + +- + + + + + + + + + 00 0.0 0.0 0.0 0.0 0.0 OA 0.1 0.1 0-,1_ 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 1- --0.1- 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 - = REFERENCE DRAWINGS: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 'lo^�-- -o-t---o-:1-----0 r- 0.1 0.1 0.1 0.1 0,1 0,1 0.1 0.1 01 a1 0.1 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GENERAL ARRANGEMENT PLAN NY26-720 PROPERTY LINE 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 G.0 fi-��--'-�'- _.._---------------------- RECEIVED ��-- U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ---- SEP 2 9 2022 0.0 0.0 0.0 0.0��-��;Y�..�.r§�-= -- _. v u U.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Q.0 S6 tF9dF__ OWn -=_.--=---�r�-__��--- + + + + + + + + + + + + + + i + + + + f + i -+- + + + + + i i + + + + + Planning Board PROPRIETARY INFORMATION P.E.STAMP REV.: DATE: DESCRIPTION OF REVISION: DRAWN: CHECKED: APPRV'D: PROJ.NO.: REYNOLDS ARCHITECTURAL ENGINEERING ` NEW REYNOLDS KCE NY26 60MW/480MWHR ENERGY STORAGE FACILITY NY26 CLAIMS PROPRIETARY RIGHTS TO THE l f INFORMATION DESIGN AND LAYOUT ��� �v I D /' Dwc.NO. �� �y KEY CAPTURE ENERGY, LLCNOT DISCLOSED HEREIN.THIS DRAWING IS �� L` ���� ARCH ITECTU R NY26 731 ISSUED FOR INFORMATIONAL PURPOSES `,.;"1 ONLY AND MAY NOT BE REPRODUCED, I }- COX LN CUTCHOGUE NY 11935 q ENGINEERING SH: REV DISCLOSED TO OTHERS OR USED TO ;,;•"��:; �)( ., w DESIGN OR CONSTRUCT ANY OF THE ITEMS � '��`.-��"'i ,� 1 B u" ONSTRUCTION SHOWN HEREIN WITHOUT THE EXPRESSED 2 ` , ` 0 TAMARACK LANE 69/34.5kV COLLECTOR SUBSTATION & POI SWITCHYARD WRITTEN CONSENT OF REYNOLDS B 2/28/22 REVISED LIGHT FIXTURE TYPE AND ADDED PROPERTY LINE BB SR SR O S1 ti0 NYSKAYUNA, NY 12309 SCALE: ARCHITECTURE ENGINEERING. 2 ISSUED FOR REVIEW BB SR SR �FESSIONF (518) 225-9473 1/16"=1'-0" A 2/16/2 LIGHTING PLAN PROPOSED CONDITION LEGEND ` SITE DATA SITE PLAN NOTES: I , :, 1 SCTM: 1000-083 03 006 1. INSPECT THE SITE PRIOR TO SUBMISSION OF BIDS AND MAKE NO ADDITIONAL CLAIMS REGARDING DESCRIPTION SYMBOL �+ } �+ �+ ZONE: LI-LIGHT INDUSTRIAL rc le VtJ ,� ` SITE CONDITIONS THEREAFTER. �- � � ', INTENDED USE OF PROPERTY: BATTERY ENERGY STORAGE FACILITY VISUAL&SOUND BARRIER : ' \:..:::;:::: l. 3 :\ SITE AREA: 1,177,923 SF OR 27.04 ACRES 2. NOTIFY THE OWNER AND H2M TELEPHONE 631-756-8000 AT LEAST 48 HOURS PRIOR TO THE \ �\ COMMENCEMENT OF THE WORK.THE SAME NOTICE SHALL BE REQUIRED WHEN RESUMING WORK RCA PAVEMENT �` \'I- • �.,,, . s \1s � , en ineers BULK REQUIREMENTS AFTER ANY STOPPAGE OR DELAY. �\ f g PROVIDED WITH PROVIDED WITH \ " ITEM REQUIRED BESS LOT POI LOT 3. COMPLETE ALL SURVEY AND STAKEOUT AS REQUIRED TO PROPERLY COMPLETE THE WORK. •,-',••, ,\a � . CRUSHED STONE PAVEMENT(ROADWAY) `\ MINIMUM LOT SIZE 40,000 SF 1,067,051 SF 110,872 SF • : \, \\, PERFORM DAILY CLEANUP OPERATIONS INCLUDING REMOVAL OF DEBRIS AND EXCESS MINIMUM L TH 100 FT 1,761 FT 320.8 FT CONSTRUCTION MATERIAL,AND DRIVEWAYISTREET CLEANING TO THE SATISFACTION OF THE MINIMUM LOT DEPTH 150 FT 1,761,4 FT 342.9 FT MINIMUM FRONT YARD 100 FT 1,138.0 FT 151.2 FT OWNER. CRUSHED STONE GROUND COVER • • • •• ' ' ' ''• ' ' • •• ' MINIMUM SIDE YARD(SINGLE) 20 FT 0.0 FT-HARD BUS CONNECTION 0.0 FT-HARD BUS CONNECTION . . .'.'.'.'.•.....•.'.'.'.•.'.' 538 Broad Hollow Road,4th Floor East 69.1 FT-SOUND BARRIER 10.0 FT-EQUIPMENT ENCLOSURE 5. DURING ALL NON-WORKING HOURS, STORE ALL EQUIPMENT AND MATERIALS WITHIN AN AREA Melville, NY 11747 MINIMUM SIDE YARD(AGGREGATE) 40 FT 84.6 FT 260.8 FT DESIGNATED BY THE OWNER AT THE PROJECT SITE. BATTERY ENERGY STORAGE 631.756.8000 •www.h2m.com MINIMUM REAR YARD 70 FT 93.9 FT 171.8 FT-EQUIPMENT ENCLOSURE SYSTEM(BESS)CONTAINER UNIT MINIMUM LANDSCAPED AREA 25% 70.1% 29.7% 6. ALL CURB DIMENSIONS SHOWN REFER TO THE FACE OF CURB. MAXIMUM LOT COVERAGE 30% 4.3% 0.5% CHAIN LINK FENCE x x MAXIMUM BUILDING HEIGHT 35 FT 12 STORIES 55.7 FT-LIGHTNING MASTS 55.7 FT-LIGHTNING MASTS 7, ALL CONSTRUCTION TO CONFORM WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODE _ coNsuLTANTs: 8.6 FT-BESS CONTAINERS REQUIREMENTS. EASEMENT FENCE/SETBACK LINE - - BUILDING SUMMARY: 8. COORDINATE CONSTRUCTION ACTIVITIES WITH OWNER TO MINIMIZE INTERRUPTION TO THE NEW CONTAINERIZED BESS UNITS(272 UNITS x 168 SF EACH) 45,696 SF OWNER'S OPERATIONS. NEW PCS UNITS(34 UNITS x 160 SF EACH) 5,440 EF NEW SUBSTATION CONTROL BUILDING 392 EF 9. RESTORE SURROUNDING AREAS DAMAGED OR DISTURBED DURING CONSTRUCTION. RESTORE TO NEW POI STATION EQUIPMENT BUILDING 1,000 EF NEW CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. TOTAL BESS&PCS CONTAINER&BUILDING LOT COVERAGE 52,528 SF 10. RESTORE ALL DISTURBED GRASS AREAS AND ALL AREAS NOT SPECIFICALLY IDENTIFIED FOR OTHER PARKING CALCULATIONS IMPROVEMENTS WITH 4 INCHES OF TOPSOIL AND SEED. MARK DATE DESCRIPTION 11. REMOVE ALL ASPHALT FROM EXISTING CASTINGS. THERE IS NO PARKING REQUIREMENT FOR THIS USE CATEGORY. 12. SEAL ALL JOINTS BETWEEN NEW ASPHALT AND EXISTING ASPHALT WITH HOT ASPHALT CEMENT. TABLE OF MODIFICATIONS CODE SECTION RELIEF SOUGF'T §280-63 REQUIRED MAXIMUM BUILDING HEIGHT OF 35 FEET PROPOSED LIGHTNING MAST ASSOCIATED WITH PROJECT SUBSTATIONS WILL BE 55.7 FEET IN HEIGHT §280-63 REQUIRED MINIMUM SIDE YARD SETBACK OF 20 FEET PROPOSED HARD BUS CONNECTION BETWEEN SUBSTATIONS WILL BE 0.0 FEET FROM SIDE LOT LINE `i l : 1 I l \ 9 \\ �� ,:., .,,,.. ... . i , ._. �..... _1111. 11.1.....1,,..�, - . ,.w.v�"1111���-rv�.� ,,. -, '�'...� v ._1111..:,.- '..,.,.:,,,.' � � ........................... x. ............... .... `;;: 'f +' „1111..._ \ ,,,1111. -,.. � Z :.. 1 11 �r' '#' "� ��.; .{. .¢, .,t. K, T. 3,. .. .: ., :. .r � �. ... 6`41.� 6 ___.. ,.t ���` m �> �`.t. ,'e \��� a„� O , ', E . .. 5 x ,,. p. ,13, € ,,. ,, ¢. G . .d.'4 1111 m.,......,. .y iv �,¢f. .�. ,,. .,, d. � 4}, :, .<. 1111 ., i ., ,f: K' {. -P .._�- rt••j. � x. 3' ,f, --s--F „,. -!,_-f., -„ * .� a ,s + + + 4-.. 4, }. ,a. .x. � '. 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I .. —. , . — �° 1761.40' ACT ,° ALL CONTR S — __.- .. . ,,,,,, _.,, ,. „ . - . . i , ... x 342.94',\, ; :...,� � . . ° N W . 430 39' 29" o r►' 10 NEW DRAINAGE PIPE(TYP) 7 8 STATUS REGULATORY REVIEW � C500 NEW YARD INLET(TYP) NEW 12'0 DRYWELL WITH SLAB TOP(TYP) o C500 C500 LIMIT OF DISTURBANCE SHEET TITLE r t s, s GRADING AND „° �� \ .� GRAPHIC SCALE DRAINAGE PLAN �" &���EIl�ED C \ \\ \ 60 0 30 60 f--- SEP 2 9 2022 \ , \°,�� _ cr \� DRAWING No. Sout o Town Y ,, ��,\' �'rx"'i, d,a'"; ( IN FEET) Planning Board N . 1 inch= 60 ft. e U \. 1" ��: ..i\: ;.\,: .,��. AIN STORM DMNAGE DRAINAGE SYSTEM NOTE. MFS Engineers&Surveyors BORING NUMBER B'1 MFS Engineers&Surveyors BORING NUMBER B-2 `` \' N E CALCULATIONS DRAINAGE STRUCTURE SCHEDULE NOTE:ALL DRYWELLS 12'-0" DIAMETER :2780 Hammon Boulevard 2780 Hamilton Boulevard '`' PAGE 1 OF 1 PAGE 1 OF 2 \:, ■ South Plainfield,New Jersey 07080 ;South Plainfield,New Jersey 07080 ;.s STRUCT. TOP OF RING BOTTOM OF RING Telephone: (908)922-4622 =Telephone: (908)922-4622 'i \'• •: '`' IN ADDITION TO SATISFYING THE STORMWATER MANAGEMENT REQUIREMENTS OF STRUCTURE TYPE RIM ELEVATION EFF.DEPTH INVERT ELEVATIONS Fax: (866)517-7413 Fax: (866)5,7x4,3 ��� a �,\:.:: ..:::: :: : ...,r arch tectS DESIGN CRITERIA NUMBER ELEVATION ELEVATION \ ' ,. THE TOWN OF SOUTHOLD, INDIVIDUAL DRAINAGE SYSTEMS HAVE BEEN DESIGNED CLIENT H2M architects engineers PROJECT NAME KCE NY 26 Batten Energy Storage Facility - CLIENT H2M architects+engineers PROJECT NAME KCE NY 26 Battery Energy Storage Facilitv �;r , = 11 PROVIDE STORAGE FOR RUNOFF FROM A 2" STORM . DA1 DW W/SLAB & OPEN GRATE - , 52.30 50.30 35.30 15.00 SW 48.'10 MFS PROJECT NUMBER 1121045 PROJECTLOCATION Cutcho ue New York MFS PROJECT NUMBER 1121045 PROJECTLOCATION Cutcho ue,New York \`�\� \� `\ ' ) IN ACCORDANCE WITH THE UNIFIED STORMWATER SIZING CRITERIA INDICATED IN ___........_-_--__ ---__-..-_�._-- _--_-_--.._..9.._.,.-__._.__k - _ ._---_ -._..._._s.___...---_-_--..__ . :. I: , \ . � USE: 12' DIA. DRYWELLS, VOLUME= 100.88 CF/VF THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL.AS SUCH, DA2 DW W/SLAB & SOLID COVER 53.00 50,80 35.80 15.00 NE 48.90 DRILLING AGENCY MFS Construction,LLC SURFACE ELEVATION 57.10feet+/- DATUM NAVD88 _ DRILLINGAGENCY MFS Construction,LLC SURFACE ELEVATION 54.90 feet+/- DATUM NAVD88 \ � . THE CAPACITY OF INDIVIDUAL DRAINAGE SYSTEMS EXCEED TOWN OF SOUTHOLD . , .: DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/24/21 COMPLETED 11/24/21 DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/19121 COMPLETED 11/23/21 \ �\\ \ ... .. .... - :I ,\ engineers DESIGN CRITERIA. SIZE AND TYPE OF BIT 2_1/4-inch Hollow Stem Auger(HSA) COMPLETION DEPTH 27 feet ROCK DEPTH ---- SIZE AND TYPE OF BIT 2-1/4-inch Hollow Stem Auger(HSA) COMPLETION DEPTH 52 feet ROCK DEPTH --- a 1 RUNOFF COEFFICIENTS DB1 DW WISLAB & OPEN GRATE 51.75 49.75 32.75 17.Ofl SW 47.85 - \ �\ CASING 2-1/4-inch HSA NO.SAMPLES 9 DIST. 9 UNDIST. 0 CORE 0 CASING 2-1/4-inch HSA NO.SAMPLES 14 DIST. 14 UNDIST. 0 CORE 0 \ \ \:, DB2 DW W/SLAB & SOL€D COVER 52.50 50.50 33.50 17.00 NE 47.65 - \ PAVEMENT (C=1.01 CASING HAMMER -- GROUND WATER LEVELS(ft.BG): AT TIME OF DRILLING-- CASING HAMMER --- GROUND WATER LEVELS(ft.BG): -AT TIME OF DRILLING 51 ..� - DRO DRILLING - AFTER DRILLING DRO DRILLING AFTER DRILLIN \ \\ \ �\ ROOF (G=1.01 .: .,.1. _ - .. AT END OF G DC1 DW W/SLAB & OPEN GRATE 5T50 55.50 39.50 16.00 N/A SAMPLER 2-inch O.D.Split Spoon FOREMAN Jose Silva _ SAMPLER 2-inch O D.Split Spoon FOREMAN Jose Silva LANDSCAPED (C=0.3) SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe . .. . WEIGHT 140 oun_ds DROP 30 inches CHECKED BY Mi_cha_el Mu_d_a_lel PE _ WEIGHT 14.0-pounds _ DROP_3.0i_n_c_h_e_s_ _ CHECKED BY_M_ich_a_e_I__M_udalel,.PE_____________ __ DRAINAGE SYSTEM "A" DD1 DW W/SLAB & OPEN GRATE 51.25 49.25 33.25 16.00 W 47.35 Lu rn � Lu rn 538 Broad Hollow Road,4th Floor East Drivewa andsurroundin areas at siteentran�e. DRAINAGE SYSTEM "G" ;of � ZWW 0 gv z a Z�� o-- Z Melville NY 11747 Y g Drivewayto project substation and surrounding areas. DD2 DW W/SLAB & SOLID COVER 51.55 49-55 33.55 16.00 E, NW47.10 X^ �m W o=3 =c, WW ° ?� �W W �_Z) WW ° ' o_F Lu 1 p v UOQ -O '0 MATERIAL DESCRIPTION Q REMARKS o W m >c O U- o_O m W 631.756.8000 •www.h2m.com DD3 DW W/SLAB & OPEN GRATE 51.85 49.85 33.85 16.00 N, SE 47.55 Wo o U 0?> 4�� �� w Lu n- n 2i O Qz> <E =� MATERIAL DESCRIPTION < REMARKS VOLUME REQUIRED VOLUME REQUIRED o az Ir m`°? s' o" W o z UU m °z �' o W DD4 DW W/SLAB & OPEN GRATE 52.30 50-30 34.30 16,00 SW 48.05 . III I . P I'll- TopsoilStart boring at 12:00 PM S-1 A:Top 3"-Topsoil 11/19/2021 Ss 2-2-3 Moist,brown SILT,It.m.-f.Sand,tr.Clay(ML) Remove sod and topsoil SS 8 2-3-5-5 5-1 B Bottom 5"-Moist,brown SILT,It.m.-f.Sand Start boring at 3:13 PM SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME DE1 YARD INLET 51.75 ------ ---- -------- SE 4H-50 S-1 16 t5) 2.00 66.10 Takes-1 I 5-1 (8) S-11 Take S-1 CONSULTANTS: PAVEMENT 10,196 SF x 1.0 x 2/12= 1,700 GF PAVEMENT 10,778 SF X 1.0 X 2112 = 1,797 CF _---- ----- -- SS 10-15-16- Moist,brown m.f.SAND,It,f.-c.Gravel,IF.Silt(SP) Take S-2 SS 10.11.15_ 2 60 S-2A:Top 6"-Moist,brown SILT,It,m.-f.Sand{ML) s2 30 Take S-2 DE2 YARD INLET 51.25 NW, SE 47.50 S-2 13 t3o) shoeme gravel stuck in split spoor XS-2 21 19 S-2B:Bottom 15"-Moist,brown f.-c.SAND,sm.f.-c. LANDSCAPED 4,711 SF x 0.3 X 2112= 236 CF LANDSCAPED 8,496 SF x 0.3 X 2/12 = 425 GF NE 47.50 (26) •: 4.00 Gravel,tr.Silt(SW-SM) 50.90 DE3 YARD INLET 51.05 ---- ----- --- 5 SS 14-13-12- Moist,brown m.-f.SAND,IF.f Gravel,tr.Silt(SP) Take S-3 5 SS 21.28.18' Moist,whitish-brown f. SAND and f.-c.Gravel,tr.Silt Take S-3 TOTAL VOLUME REQUIRED = 1,936 CF TOTAL VOLUME REQUIRED= 2,222 CF NW, SE 46.50 8-3 16 19 S-3 10 (47) (SP-SM) (25) � - -X I.. VERTICAL FEET REQUIRED 1,936 / 100.88= 19.19 VF VERTICAL FEET REQUIRED 2,222 / 100.88 = 22.03 VF DE4 YARD INLET 54.75 --------- ---- ----- SW 51.50 Moist,brown m.-f.SAND,1t.f.-c.Gravel,tr.silt(SP) Take S 4 23-24-25-: ' Moist,brown f.-c.SAND,sm.f.-c.Gravel,IF.silt Takes a SS S4 4 12 7 1(31)18'... XS� 22 29 (SP-SM) DE5 YARD INLET 50.85 ----- ---- ---- NW, SE 45.40 (49) VOLUME PROVIDED VOLUME PROVIDED DE6 YARD INLET 50.85 ---- ---- ---- NW, E 44.30 s s 1s 15-17-15- Moist,brown f.-c.SAND,It.f.-c.Gravel,tr.Silt(SP) Augerto10'below rade using SS 25-28-28- Moist,brown f.-c.SAND,sm.f.-c.Gravel,IF.Silt Take S-5 14 . 9 9 9 16 26 (SP-SM) Auger to 10'below grade using 2-1/4"HSA 10 (32) 10 S_5 (56) 2-1/4"HSA USE: 2 DRYWELLS (12' DIA.) @ 15' EFFECTIVE DEPTH USE: 2 DRYWELLS (12'DIA.) @ 1 T EFFECTIVE DEPTH DE7 YARD INLET 54.00 ------- --------- ---- S E 47.75 � Moist,brown f.-c.SAND,It.f:c.Gravel,tr.silt{sP) Take s-s o ss 10.16.18_ Moist,brown f.-c.SAND,it.f.-c.Gravel,tr.Silt(SP-SM) aFinish t 4 05 Prig operations for the day SS 20-11-11-9. DE8 YARD INLET 51.65 SE 46.40 = s-6 15 (22) Auger to 15'below grade using XS-6 15 14 t: 11/2312021 VOLUME PROVIDED 2 x 100.$8 x 1 T - 3,429 CF > 2,222 CF REQ'D) -------- ------ --'--- 2-1/4"HSA __VOLUME__PROVIDED (_.2__x_100._88 x___15'__)__ 3,026 CF {>__ 1,936 CF._ REQD )__ ( } - ( } � (34) Resume boring at 12:12 PM MARK DATE DESCRIPTION DE9 DW W/DOME & SOLID COVER 55.60 50.10 32-10 18.00 SW, SE 48.20 3 Takes-6 Auger to 15'below grade using DRAINAGE SYSTEM "B" DRAINAGE SYSTEM "H" DE10 DW W/DOME & SOLID COVER 55.00 49,50 31.50 18.00 NW, SW 47.60 � 2-1/4"HSA Dipinentrydrive way andsurraundingare as Easfiernhalf afprajectsubstationandbui€ding. ,s ,5 DE11 DW W/DOME & SOLID COVER 55.25 49,75 31.75 18.00 NE, SE, SW 47.85 Moist,brown f: SAND,It.f.-c.Gravel,IF.silt(SP) Take S-7 Moist,brown f.-c.SAND,sm.f.-c.Gravel,tr.Silt Take S-7 SS 5-7-11-12 SS 8-15-18-16: :. DE 12 DW W/DOME & SOLID COVER 54.80 49.30 31.30 1 H.00 N W, NE, S W 47.40 s-7 14 (18) Auger to 20'below grade using s 7 20 (33) (SP-SM) Auger to 20'below grade using VOLUME REQUIRED VOLUME REQUIRED 2-1/4"HSA 2-114"HSA DE13 DW VV/DOME & SOLID COVER 54.90 49,40 31.40 18.00 NE, SE, SW 47.50 4 DE14 DW W/DOME & SOLID COVER 54.55 49.05 31.05 18.00 NW, SW, SE 47.15 s SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME v 1' PAVEMENT 9,717 SF x 1.0 x 2/12 = 1,620 CF PAVEMENT 10,661 SF x 1.0 x 2/12= 1,777 CF DE15 DW W/DOME & SOLID COVER 54.40 4$.90 30.90 18.00 NE, SW, SE 47.00 20 zo � 10-10-13-; :::'. Moist,brown f.-c.SAND,IF.f.-c.Gravel,tr.Silt(SP) Take S-8 � 10-.3-15-': Moist,brown f.-c.SAND,sm.f.-c.Gravel,IT.Silt Take S-8 DE16 DW W/DOME & SOLID COVER 54.15 48.65 30.65 18.00 NW, NE, SW 46,75 ; SS 9 14 Auger to 25'below grade using F s$ 18 to (SP-SM) Auger to 25'below grade using LANDSCAPED 12,194 SF x 0.3 x 2/12 = 610 CF ROO'= 396 SF x 1.0 x 2/12 = 66 CF (23) 2-1/4"HSA (28) . I 2-1/4"HSA TOTAL VOLUME REQUIRED= 2,230 CF LANDSCAPED 4,273 SF x 0.3 x 2/12 - 214 CF DE17 DW W/DOME & SOLID COVER 54.00 48,50 30.50 18.00 NW, NE, SE, SW 46.60 L DE18 DW W/DOME & SOLID COVER 53.50 48.00 30.00 18.00 NW, NE, SW 46.10 VERTICAL FEET REQUIRED 2,230 / 100-88 = 22.11 VF TOTAL VOLUME REQUIRED= 2.057 CF DE19 DW W/DOME & SOLID COVER 53.50 48-00 30.00 18.00 NE, SW, SE 46.10 s 25 6 zs j VERTICAL FEET REQUIRED 2,057 / 100.88 = 20.39 VF Moist,brown f.-c.SAND,It.f.Gravel,IF.Silt(SP) Take S-9 Moist,brown f.-c.SAND,sm.f.-c.Gravel,tr.Silt Take S-9 SSris 12-13-12 ::' Finish burin to 27'below SS 7-17-16-1DE20 DW W/DOME & SOLID COVER 52.95 47.45 29.45 18.00 NW, NE, SE, SW45.55 S-9 (25) 9 grade at SS 17 7-16 (SP-SM) Auger to 30'below grade using VOLUME PROVIDED k 2700 3010 1:15 PM � 2-1/4"HSA DE21 DW W/DOME & SOLID COVER 52.25 46.75 2$.75 1$.00 NW, SW44.H5 Backftl;boreholewithsoifcuttings Bottom of borehole at 27.0 feet. and replace sod at grade ; USE: 2 DRYWELLS (12 DIA-) @ 17 EFFECT€VE DEPTH VOLUME PROVIDED DE22 DW WlDOME & SOLID COVER 53.05 47-55 29.55 18.00 NE, SE, SW 45.65 a � �' VOLUME PROVIDED ( 2 x 100.88 x 17' ) = 3,429 CF (> 2,230 CF REQD ) USE: 2 DRYWELLS (12'DIA.) @ 16' EFFECTIVE DEPTH DE23 DW W/DOME & SOLID COVER 52.40 46.90 28.90 18.00 NW, NE, SE, SW 44.00 30 1 1 VOLUME PROVIDED( 2 X 100.88 X 16' ) = 3,228 CF (> 2,057 CF REQD) DE24 DW WIDOME & SOLID COVER 51.70 46-20 28.20 18.00 NW, NE, SW 44.30 ss 11-20-20- Moist,brown f-e-8AND,•lt-ft Gravel,IF.Silt(SP-SM) Take S-10 S-10 16 21 Auger to 35'below grade using DRAINAGE SYSTEM "C" DRAINAGE SYSTEM "I" (40) f 2-1/4"HSA End of driveway near BESSgates Southern portion of POI substation. DE25 DW W/DOME & SOLID COVER 52.60 47.10 29.10 98.00 NE, SE, SW 45.20 DE26 DW W/DOME & SOLID COVER 51.95 46-45 28,45 18.00 NW, NE, SE, SW 44.55 VOLUME REQUIRED VOLUME REQUIRED DE27 DW W/DOME & SOLID COVER 51.00 45,50 27.50 18.00 NW, NE, SW 43.60 35 DE28 DW W/DOME & SOLID COVER 52.10 46.60 2$.60 18.00 NE, SE, SW 44.70 SS 20-22-17- :- Moist,brown f.-c.SAND,It,f.-c.Gravel,tr.Silt(SP-SM) Take S-11 S-11 20 14 Auger to 40'below grade using SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME DE29 DW W/DOME & SOLID COVER 51.35 45.85 27.85 18.00 NW, NE, SE, SW 43-95 (39) 2-1/4"HSA PAVEMENT 5,247 SF x 1.0 x 2/12 = 875 CF PAVEMENT 10,508 SF x 1.0 x 2/12= 1,752 CF DE30 DW WlDOME & SOLID COVER 50.70 45.20 27.20 18.00 NW, NE, SW 43.30 LANDSCAPED 2,853 SF x 0.3 x 2/12 = 143 CF LANDSCAPED 3,236 SF x 0.3 x 2/12= 162 CF DE31 DW W/DOME & SOLID COVER 51.75 46.25 28,25 18.00 NE, NW, SE, SW 44.35 40 TOTAL VOLUME REQUIRED= 1,018 CF TOTAL VOLUME REQUIRED= 1,914 CF DE32 DW WlDOME & SOLID COVER 51.00 45.50 27.50 18.00 NW, NE, SE, SW 43.60 ss 10-14-15- Moist,brown f-c.SAND,It.f.-c.Gravel,tr.Silt(SP-SM) Take S-12 S S 18 15 Auger to 45'below grade using VERTICAL FEET REQUIRED 1,018 / 100.88= 10.09 VF VERTICAL FEET REQUIRED 1,914 / 100.88= 18.97 VF DE33 DW W/DOME & SOLID COVER 50.65 45.15 27.15 18.00 NW, NE, SW 43-25 (29) 2-114"HSA DE34 DW W/DOME & SOLID COVER 51.20 45.70 27.70 18.00 NE, SW, SE 43.85 VOLUME PROVIDED VOLUME PROVIDED DE35 DW W/DOME & SOLID COVER 50.85 45.35 27.35 18.00 W, NW, NE, SE 43.45 asJ. DE36 DW VV/DOME & SOLID COVER 50.55 45.05 27.05 18.00 NW, NE 43.15 14-23-26- Moist,brown m.-f.SAND,It.f.-c.Gravel,IF,Silt Take S-13 USE: 1 DRYWELL (12' DIA.) @ 16 EFFECTIVE DEPTH USE: 2 DRYWELLS (12 DIA.) @ 15 EFFECTIVE DEPTH S-13 17 25 (SP-SM) Auger to 50'below grade using VOLUME PROVIDED( 1 x 100.88 x 16' ) = 1,614 CF (> 1,018 CF REQD ) VOLUME PROVIDED( 2 x 100.88 x 15' ) = 3,026 CF (> 1,914 CF REQD) DE37 DW W/DOME & SOLID COVER 51.00 45.50 27.50 18.00 W, NE, E 43.60 (49) 2-1/4"HSA 1. DF1 DW W/SLAB & OPEN GRATE 51.75 49.75 33.75 16.00 N/A DRAINAGE SYSTEM "D" western ortianofdrivewa toPOlsubstation- DRAINAGE SYSTEM "J" �resternhalf afsubstatiansandsurraundin areas. so P Y g "" 14-20-20- Wet,brown m.-f.SAND,IF.Silt,IF.f,Gravel(SP-SM) Take S-14 SS 14 16 Q Finish boring to 52'below grade at -.:1n1_1='1-----1-1- 1 •a„v •; S-14 3:25 PM ....mow DG1 DW W/SLAB & OPEN GRATE 53.00 51.00 34.00 17.00 W49.10 tau) 62.00 290 ,�>�..` , . � VOLUME REQUIRED VOLUME REQUIRED Bottom of borehole at 52.0 feet. Backfill borehole with soil cuttings � .• \ DG2 DW WlSLAB & SOLID COVER 53.25 51.25 34.25 17.00 E 48.90 ,>'<.r,,, <, f• /11: SURFACE AREA C STORM VOLUME SURFACE AREA C STORM VOLUME ` �g''` 1''::.> h9FS Engineers&Surveyors max:.:: MFS Engineers&Surveyors `•. " ' DH1 DW W/SLAB & OPEN GRATE 51.75 49.75 33-75 16.00 SE 47.85 " BORING NUMBER B'3 BORING NUMBER B-4 ' F:I" 'rte; 2780 Hamilton Boulevard 2780 Hamilton Boulevard ? 2, ' PAVEMENT 13,072 SF x 1.0 x 2112 = 2,179 CF PAVEMENT 10,106 SF x 1.0 x 2/12= 1,685 CF N PAGE 1 OF 1 PAGE 1 OF 1 1. ,,.. . �, r�€, �: DH2 DW W/SLAB & OPEN GRATE 50.95 48.95 32.95 16.00 NW 47.00 South Plainfield,NewJe sey07080 South Plainfield,New Jersey 07080 , 1:) :, LANDSCAPED 38,993 SF x 0.3 X 2/12 = 1,950 CF ROOF 600 SF x 1.0 X 2/12 = 100 CF # Telephone: (908)922-4622 ;Telephone: (908)922-4622 1 .:::... :r:.. :,Fax: (866)517-7413 .. Fax: {866)517-7413 ��`� Ilk,' ,' ,. .. .. xkia, V .. r.,,. TOTAL VOLUME REQUIRED= 9 F - + ",L Q 4,12 G LANDSCAPED 2,397 SF X 0-3 X 2112 = 120 CF CLIENT H2M architects engineers PROJECT NAME KCE NY 26 Batte _Ener Stor e Facility CLIENT H2M architects+engineers PROJECT NAME KCE NY 26 Battery Energy Storage Facility " D11 DW W/SLAB & OPEN GRATE 51.00 49.00 34.00 15.00 SE 47.10 ry �' - '','p „� r ,,a:le MFS PROJECT NUMBER 1121045 PROJECT LOCATION Cutchoqgue,New York MFS PROJECT NUMBER 1121045 PROJECT LOCATION Cutchoque,New York �� ;< a \ �,"„,, VERTICAL FEET REQUIRED 4,129 / 100.88 = 40.93 VF TOTAL VOLUME REQUIRED= 1,905 CF - - ;:LTi;'= :.R`` D12 DW W/SLAB & OPEN GRATE 50.95 48.95 33.95 15.00 NW 46.90 .: .��...... �. .,��,.,°°'°` VERTICAL FEET REQUIRED 1,905 / 100.8$ - 18.88 V F DRILLING AGENCY MFS Construction,LLC SURFACE ELEVATION 50.80 feet+/- DATUM NAVD88 - DRILLING AGENCY MFS Construction,LLC SURFACE ELEVATION 50.50 feet+/- DATUM NAVD88 �,, A„m ' VOLUME PROVIDED . 11DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/29/21 COMPLETED 11/29/21 - DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/19/21 COMPLETED 11/19/21 DJ 1 DW W/S LAB & OPEN GRATE 52.75 50-75 35.75 15.00 W 48.80 SIZE AND TYPE OF BIT 2-1/4-inch Hollow Stem Auger tHSAZ COMPLETION DEPTH_27 feet ROCK DEPTH_, �- SIZE AND TYPE OF BIT_2_-1/4-inch_Hollow_Stem_Auger(HSAj._.---_-..-___ COMPLETION DEPTH.-27_feet ..__... ROCK DEPTH-.---.:._--.___._._- USE: 4 DRYWELLS (12' DIA.) @ 16' EFFECTIVE DEPTH VOLUME PROVIDED DJ2 DVV W/SLAB & OPEN GRATE 52.00 50,00 35,00 15.00 E 48.10 CASING 2-1/4-inch HSA NO.SAMPLES 9 DIST. 9 UNDIST. 0 CORE 0 - CASING 2-1/4-inch HSA NO.SAMPLES 9 DIST, 9 UNDIST. 0 CORE 0 "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" VOLUME PROVIDED( 4 x 100.88 x 16' ) = 6,456 CF (> 4,129 CF I;EQD) USE: 2 DRYWELLS (12'DIA.) @ 15' EFFECTIVE DEPTH .. CASING HAMMER ---- GROUND WATER LEVELS(ft.BG): AT TIME OF DRILLING-- CASING HAMMER ---- GROUND WATER LEVELS(ft.BG); AT TIME OF DRILLING --- DESIGNED BY, DRAWN BY. CHECKED BY REVIEWED BY: . .. . WEIGHT --- DROP --- AT END OF DRILLING ---- AFTER DRILLING --- - WEIGHT;;- DROP --- AT END OF DRILLING___ AFTER DRILLING ---- RJR JMT RJR ° VOLUME PROVIDED( 2 x 100.8$ x 15' ) = 3,026 GF (> 1,905 CF REQD) DK1 DW W/SLAB & OPEN GRATE 50.25 48.25 30,25 18.00 E 46.35 SAMPLER 2-inch O.D.Split Spoon FOREMAN Jose Silva SAMPLER 2-inch Split Spoon FOREMAN Jose Silva DRAINAGE SYSTEM "E�r - PROJECT No: DATE: SCALE BESS area DK2 DW W/SLAB & OPEN GRATE 50-10 48.10 30.10 18.00 W, N, NE, SE 46.15 SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe - SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe KC 2101 JUNE 6, 2022 AS SHOWN « » WEIGHT,140 pounds___ __ DROP_30 inches--_,______-_-----__ CHECKED BY_Michael,Mudalel,,PE _ DRAINAGE SYSTEM K DK3 DW WlSLAB & OPEN GRATE 10.30 48.30 30.30 1$.00 NW 46.40 _._. ,,,,,_,__,_, _„_,_, WEIGHT x140 pounds_ _- DROP 30 inches _ CHECKED BY_Michael Mudalel,PE__ -__ „___ ______ __ __--_-- VOLUME REQUIRED Area between substations and BESS units DK4 DW W/SLAB & SOL€D COVER 50.30 48.30 30.30 18.00 SW 45.95 }� cf ZW,, °- o '� of ZWW I" �ov o CLIENT �C� NY Z6 LLC VOLUME REQUIRED DK5 DW W/SLAB & SOLID COVER 50.45 48.45 30.45 1$.00 S 45.95 aw wm >_ °v a m ' - _.- ~m > o= O-co ° W J L O U a O 0 MATERIAL DESCRIPTION Q REMARKS a. W 03 c U a m W- z> 0 _ > W F L O O z a Q O =¢ MATERIAL DESCRIPTION � REMARKS SURFACE AREA C STORM VOLUME *-DRYWELLS WILL UTILIZE DUMMY RINGS o ¢Z � m°? w W o aZ T m`°? �� o� W ' PAVEMENT 158,172 SF x 1.0 x 2/12 = 26,362 CF SURFACE AREA C STORM VOLUME _ s"Topsoil Start boring at 7:40 AM S-1 A:Top 3"-Topsoil Start boring at 7:30 AM ROOF 45,696 SF X 1-0 x 2112 = 7.616 GF PAVEMENT 10,107 SF x 1.fl x 2'12= 1,685 CF SS 7 1-3-2 Moist,brown SILT,It.m-f.Sand,tr.f.Gravel,tr. Remove sod and topsoil S 12 2-242-4 I., S-IB:Bottom 9"-Moist,brown f.-c.SAND,sm.Silt,tr. Take S-1 S-1 (5) 2.00 Organics(ML) 48,80 Take S-1 ( ) I: I.Gravel(SM) LANDSCAPED 7,144 5F x 0.3 x 2112 = 35$ GF LANDSCAPED 86,000 SF X 0.3 X 2112 4,300 GFX SS 1-5-7-13 Moist,brown f.-c.SAND and Silt,It.f.Gravel(SM) Take S-2.. - _X SS 3-7-11-25 Moist,brown f.-c.SAND,sm.f.Gravel,It.Silt(SM) Take S-2 TOTAL VOLUME REQUIRED= 5,985 CF s-z 15 (12) S-2 13 (18) TOTAL VOLUME REQUIRED= 34,336 GF a oo as ao 4.00 Moist,brown f.-c.SAND,sm.f.Gravel,IF,Silt(SP) x660 Take s-3 5-._ SS 16-20-23- ": I Moist,brown f:c.SAND,It.f.-c.Gravel,it.Silt(SP-SM) Take S-3 5_ Ss 10-19-23-`;: , VERTICAL FEET REQUIRED 34,336 / 100.88 = 340.36 VF VERTICAL FEET REQUIRED 5,985 / 100.88 = 59.33 VF s-3 17 149) s-3 8- X (a9) 16-16-18- Moist,brown f.-c.SAND,It.f.-c.Gravel,tr.Silt(SP-SM) Take S-4 Moist,brown f.-c.SAND,IF.f.Gravel,IT.Silt(SP) Take S-4 � - _X SS 19 20X SS 11 -18-23-17 VOLUME PROVIDED VOLUME PROVIDED S-4 (34) S-4 (a1) USE: 29 DRYWELLS 12' DIA. 18' EFFECTIVE DEPTH sS 15-17-20- ' }} Moist,brown f.-c.SAND,It.f,-c.Gravel,tr,Silt(SP-SM) Take S-5 SS 23-15-16- Moist,brown m,-f,SAND,tr.f.Gravel,IF,Silt(SP) Take S-5 ( ) @ USE: 5 DRYWELLS (12' DIA.) @ 18 EFFECTIVE DEPTH XS5 1s 21 Auger to10'belowgradeusing S_s 10 20 `.* Augerto10'belowgradeusing 1Q (37) 1000 40.80 2-1/4"HSA 10 (31) ; ':; 2-114"HSA VOLUME PROVIDED( 29 X 100.$8 X 18' ) = 52,659 CF {> 34,336 CF REQD ) VOLUME PROVIDED( 5 x 100.88 X 18' ) = 9,079 CF (> 5,985 CF REQD) - Moist,brown IT-f.SAND,sm f.-c.Gravel,tr.Silt(SP) Take S-s 10-12-16-1:: >. Moist,brown m.4.SAND,tr.I.Gravel,tr.Silt(SP) Take S-6 -X SS s 17-20-1Coarse gravel stuck in split spoon SS 8 17 Auger to 15'below grade using S-6 (37) shoe S-6 DRAINAGE SYSTEM "F°' Di €n driveway to POI Substation 2-194"HSA to below grade using (28) ' 2-1/4"HSA p Y .::.: KCE NY 26 9 15 = 15 I VOLUME REQUIRED = Moist,brown m:f.SAND,It.f.Gravel,IF.Silt(SP) Take S-7 Moist,brown m.-f.SAND,tr.f.Gravel,IF.Silt(SP) Take S-7 SS 8-8-12-13 � SS -10-12-141 18 ( ) Auger to 20'below grade using 10 Auger to 20'below grade using S-7 20 2-1/4"HSA S-7 (22) 2-1/4"HSA SURFACE AREA C STORM VOLUME E I +If PAVEMENT 3,628 SF x 1.0 x 2,112 = 605 CF 1 >`: 20 20 I LANDSCAPED 8,442 SF X 0.3 X 2/12 = 423 CF Moist,brown m-f.SAND,It f.Gravel.tr.Silt(SP) Take S-8 Moist,brown Fri SAND;tr.f.Gravel,IF.Silt(SP) Take S-8 SS 9-12-15-1 SS -11-13-12. 14 Auger to 25'below grade using 15 i Auger to 25'below grade using TOTAL VOLUME REQUIRED= 1,028 CF - S-8 (27) 2-1/4"HSA S-8 (2a) 1 .: :1 2-1/4"HSA VERTICAL FEET REQUIRED 1,028 / 100.88= 10.19 VF ,. I r 25 _.�._...-._. � 25 I' I VOLUME PROVIDED ,3-15-17- Moist,brown m.-f.SAND.sm f.Gravel,tr Silt(SP) Take S-9 - I Moist,brown m.-f.SAND,IF.f.Gravel,tr.Silt(SP) Take S-9 SS SS -14-14-13'1 10 15 Finish boring to 2T below grade a: 22 Finish boring to 27'below grade at S-9 9:20 AM S-9 (28) I 9:28 A�4 USE: 1 DRYWELL (12' DIA.) @ 16' EFFECTIVE DEPTH (32) 27.00 23.80 1 2700 23, Bottom of borehole at 27.0 feet. Backfill borehole with soil cuttings k Backfill borehole with soil cuttings VOLUME PROVIDED ( 1 x 100.88 x 16 ) = 1,614 CF (> 1,028 CF REQD ) and replace sod at grade Bottom of borehole at 27.0 feet. a ,_ ..... .. . \\�l 8\\\n,\\ \\\\ E ND `\ ...... ....y1 ..„„w. \r \W MFS Engineers&Surveyors BORING NUMBER B•'5 I-.: ... MFS Engineers&surveyors BORING NUMBER B-6 7080 PAGE 1 OF 1 708D PAGE 1 OF 1 -r'"12780 x = Hamilton Boulevard 2780 Hamilton Boulevard South Plainfield,New Jersey 0 I South Plainfield,New Jersey 0 Telephone: (908)922-4622 Telephone: (908)922-4622 [s Fax: (866)517-7413 M. Fax: (866)517-7413 CLIENT_H2M architects+engineers._....._____....____..__._.____._..____...___--..._.__ PROJECT NAME -KCE NY-26-Battery Energy Storage Facility..._,.________ CLIENT ................ - __. ._.. - ._.-.._..__ ------- - ._.9Y.._...-..g._.... Y... MFS PROJECT NUMBER 1121045 PROJECT LOCATION Cutch�e New York_ MFS PROJECT NUMBER 1121045 PROJECT LOCATION Cutchoque,New York DRILLING AGENCY MFS Construction,LLC SURFACE ELEVATION 52.00 feet+/- DATUM NAVD88 _ DRILLING AGENCY b9Fs Construction.LLC SURFACE ELEVATION 52 00 feet+/- DATUM NAVD88 W :r DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/18/21 COMPLETED 11/18/21 DRILLING EQUIPMENT Geoprobe 7822DT DATE STARTED 11/18/21 COMPLETED 11/18/21 E SIZE AND TYPE OF BIT 2-1 i4-inch Hollow Ster(HSA) COMPLETION DEPTH 2fetROCK DEPTH 2.1/4iltAu27 feet ROCK DEPTH ---- .� 1. �- -- _____ -' -..........I—--...en...2�..(KSA)........... _-- -.-.._..---. .__._...--------- o CASING 2-1/4-inch HSA NO.SAMPLES 9 DIST. 9 UNDIST. 0 CORE 0 CASING 2-1/4-inch HSANO.SAMPLES 9 DIST. 9 UNDIST. 0 CORE 0 m - E CASING HAMMER ---- GROUND WATER LEVELS(ft.BG): AT TIME OF DRILLING CASING HAMMER --- GROUNDWATER LEVELS(ft.BG): AT TIME OF DRILLING ---- RECEIVED `F WEIGHT ---_ _ _ __ - DROP-----_-_- �__---_ AT END OF DRILLING_-_--__- AFTER DRILLING ---- WEIGHT ---- DROP�.-_ _-_._.-.___-.- AT END OF DRILLING ---- AFTER DRILLING ---- 0 _--.- _. - - - -..__ ...__-- r- - SAMPLER 2-inch OP.Split Spoon _____ FOREMAN Jose Silva _ SAMPLER 2-inch O.D.Split Spoon FOREMAN Jose Silva _ q (� N SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe SAMPLER HAMMER Auto INSPECTOR Gilbert Del Orbe SEP 2 9 2022 N O _ - o WEIGHT 140_pounds DROP 30 inches_ _ CHECKED BY_Michael MI idalel,PE __ _ _____ _ -- - WEIGHT_140�ounds DROP 30 inches CHECKED BY Michael Mudalel PE -_-_..._-chug ----------- -_.__.._-._ -- _ Q. _ Southold Town o, w w 'S �W W �W� " ° _ �W W �W� '� °� o Planning Board 0 ~" Wm >� OU,J d� �W H I-.... Wm > o0J i=� mW H -o o-"- �2 O U ¢ O o MATERIAL DESCRIPTION ¢ REMARKS n-w �2 O,S U U¢ n.O o MATERIAL DESCRIPTION Q REMARKS W d� V z> gJ SQ > UU d� U z> W I-W > o ° ,2z w �coz c7 a� � 0 2z w 0c 10 la(D � a Q J W W G ��� ' 1W� W E 0 n m o 0 n m 0 EL Start 16 5-1 B.Bottom 100 Moist,brown m:f SAND,srn.Silt TakeS boring al 7.50 AM 12 - S-1 B:Bottom 8T�Moist,brown f.-c.SAND.sm Silt,tr Take S boring at 10.20 AM N S1 6�) 1 S1 3-2-) � isoil 10750 Oregon Road t ) .. ,I t4) e (SM) Organics(SM) N`� I Moist,brown m-f.SAND.sm.Silt,It f.-c.Gravel(SM) Take S-2 SS 7 ,-1-3-8 � Moist+brown f.-c.SAND,sm.Silt,tc Organics(SM) Take S-2 C u to h og u e, NY 11935 y SS 17 2-4-10-12 j. Y v \ S-2 (14) i 4 00 48001 /\ S-2 t4) i 'I CD ---i { CM > 12-12-14- ,. Moist,brown f.-m.SAND,sm.f.-c.Gravel,tr.Silt(SP) Take S-3 i Moist,brown f.-c.SAND,sm.Silt,sm.f-c.Gravel(SM) Take S-3 = -5-- \' SS 19 23 i 5 Ss 9 6-7-7-7 I I S_3 (26) Soo as noI s-3 (,a) is0o 46 001 w 15-2435- ' i Moist,light brown f-c.SAND,sm.f.Gravel.It,Sift Take S-4 Moist.brown f.-c.SAND,It f.-c.Gravel.tr.Silt(SP) Take S-4 o SS 14 26 (SP-sM) SS 12 1-5-6-7 S 4 59 I \,,I S-4 (1 1) 1 --" --- t ) 8 OU --- '-_.r..--"--'---'--`-`----44-0O_ _ _ ___ ___ m / 24-23-43- Moist,light brown m.-f.SAND,sm I.Gravel,tr.Silt Take S-5 -.- g SS �/I SS 10-11-10 Moist.light brown m-f.SAND.It.f.-c Gravel,IF Silt Take S-5 15 31 : (SP) Auger to 10'below grade using k 17 11 (SP) Auger to 10'below grade using CONTRACT S 5 (66) : 2-1/4"HSA 10 S-5 (21) I 2-1;4"HSA - - - /1__............._..............-_. ...------ i Moist light brown m-f.SAND,It f-c.Gravel IF Sift Take S-6 I 1 Moist,light brown m-f.SAND,IF.Silt IF f.Gravel(SP) Take S-6 SS �-17-19-2 r SS 5-6-7-7 I' I 13 ( (SP) Auger to 15'below grade using 11 Auger to 15'below grade Using S-6 (36) 2-1/4"HSA % s-6 (,3, 2-„�"HSA ALL CONTRACTS U ' 13 SO 3850 I U x 15- _-t- ----- ' 1.5 _ __ _________ _ _____ _____ _I I i U, e: \ .'. Moist,light brown/gray f.-c.SAND,tr.I.Gravel,tr.Silt Take S-7 i Moist,light brown f-c.SAND,tr.f.Gravel,tr Silt Take S-7 M a SS I 10-11-8.7 SS 5-4-5-9 c 18 (SP) Auger to 20'below grade using 14 ( (SP-SM) Auger to 20'below grade using o � S-7 (19) 2-1/4"HSA S-7 (9),� A I. I . STATUS 2-114"HSA �11 ;. 1 REGULATORY REVIEW V t I .I I �20 20t. Moist,light brown/gray f.-c.SAND,IF,f.Gravel,tr,Silt Take S-8 .�.:` Moist.light brown T-c.SAND,IF.I.Gravel,tr.Silt Take S-8 SHEET TITLE ri SS 19 7-13-14-1 (SP) Auger to 25'below grade using / SS 20 6-7-8-7 , (SP-SM) Auger to 25'below grade using ti X S 8 (27) 2-1/4"HSA !',!S 8 (15) f,.. 2-114"HSA a - 3 - 25 25 . € ! DRAINAGE CALCULATIONS & 1 7' SS � ,0-11'11" Moist,light brown f-c.SAND,tr f Gravel,tr.Silt(SP) Take S-9 I Moist,light brown f.-c.SAND,It,f.Gravel,IF.Silt I Take S-9 STRUCTURE SCHEDULE I 15 10 Finish boring to 2T below grade a: SS 14 9-12-11-12! (SP-SM) i Finish boring to 27'below grade at o S-9 S-9 23 i. 1145 AM 7i - 122) 27.00 25 00 9:45 AM / I ( ) t i I .27 Ob 25 OOI M - Bottom of borehole at 27-0 feet. Backfill borehole with soil cuttings _ Bottom of borehole at 27.0 feet Backfill borehole with soil cuttings 0 8 11 S - DRAWING No. Y E O �3 C liumoo 6 DOUBLE SWING GATE(SEE PLAN) 10'MAX. 10'MAX. BARBED WIRE 3 STRANDS OF CORNER OR INTERMEDIATE PULL POST BARBED WIRE SUPPORT ARM BARBED WIRE INSTALLATION TYPICAL FOR BOTH SUPPORT ARM LINE POST(TYP.) TOP RAIL FABRIC ( ) GATE FRAME (TYP. 4 SIDES) " END POST GATE POST WELD ALL JOINTS ��� =� ,� ��� �� architects TO MAKE SOLID \\\ . \ 3 STRANDS OF \ \\ \ a BRACE RAIL(TYP.) 3/8 DIA.TRUSS CONCRETE PAD FOR CONCRETE PAD FOR ` BRACE RAIL BARBED WIRE 3 „ engineers ROD 4 TOP COURSE OF COMPACTED RCA 4 TOP COURSE OF COMPACTED/ CRUSHED STONE BESS/PCS UNIT BESS/PCS UNIT TENSION 11"BASE COURSE OF COMPACTED RCA 11 BASE COURSE OF COMPACTED.Y4"CRUSHED STONE w '� \\ , 318" DIA.TRUSS WIRE BANDS STRETCHER BAR w CROWN FOOTING 1" ROD +I FINISHED o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 co VARIES(SEE PLAN) ABOVE GRADE(TYP) N GRADE CENTER UPRIGHT STRETCHER BAR 9 ° A N 9 538 Broad Hollow Road 4th Floor East F81 8 A a E ° �I I� 11 111==III=111=III-� =II I_I I-I I I_I (TYP 4 SIDES) �- FABRIC Melville, NY 11747 (GATE LEA a ' 21 -' _ _ I} AND WIDER) A 631.756.8000 www.h2m.com TURNBUCKLE KNUCKLED Cl) 6"x12"DEEP //,//,//,//, /,/�,/�,//,/�,/�,//,//,//,/�,/�,/�, //\0/\///\, , , /, , , , , , , , , , , , o ° SELVAGE TURNBUCKLE 18 0 CONCRETE CONCRETE GATE STOP ���� A .4 ° (}' FOOTING(TYP) COMPACTED SUBGRADE COMPACTED SUBGRADE L!: �; �. �. �. NOTES: 1. FABRIC:ASTM A392,2"MESH,9 GAUGE STEEL CHAIN LINK FENCE FABRIC.HOT / ° / CONSULTANTS: DIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF. 12"0 CONCRETE TERMINAL SECTION LINE SECTION PULL OR CORNER SECTION 2. FRAME:ASTM F900,1.9"O.D.(2.28 LBS./FT.)STEEL PIPE.HOT DIPPED %"CRUSHED STONE 6"COMPACTED FOOTING(TYP) GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123(SEE TABLE FOR NOTE: NOTE: SUBGRADE NOTES: SIZE AND WEIGHT). COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN ° 3. GATE POST:ASTM F1043,SS40 STEEL PIPE.HOT DIPPED GALVANIZED TO 1.8 COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN 1. FABRIC:ASTM A392,2"MESH,9 GAUGE STEEL CHAIN LINK FENCE FAERIC. HOT DIPPED GALVANIZED AFTER WEAVING TO 1.2 OZ/SF. OZ/SF IN ACCORDANCE WITH ASTM A123(SEE TABLE FOR SIZE AND WEIGHT). GATE LEAF GATE POST MINIMUM ACCORDANCE WITH ASTM D1557. ACCORDANCE WITH ASTM D1557. 2. TOP AND BRACE RAILS:ASTM F10431.66"O.D. (1.84 LBS./FT.)SS40 STEEL PIPE. HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM Al 23. 4. HINGES:ASTM F900,NON-LIFT-OFF TYPE. WIDTH OUTSIDE DIAMETER WEIGHT 3. LINE POSTS:ASTM F1043 2.375"O.D. (3.12 LBS./FT.)SS40 STEEL PIPE. -IOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123. 5. LATCH:ASTM F900 FORKED TYPE GRAVITY DROP WITH PROVISION FOR (INCHES) (LB/FT) PADLOCK. 4. END, CORNER&PULL POSTS:ASTM F1043 2.875"O.D.(4.64 LBS./FT.)SS40 STEEL PIPE.HOT DIPPED GALVANIZED TO 1.8 OZ/SF IN ACCORDANCE WITH ASTM A123. 6. FITTINGS AND ACCESSORIES:ASTM F 626,MALLEABLE OR PRESSED STEEL, 11'TO 18' 4.000 6.56 5. FITTINGS AND ACCESSORIES:ASTM F626 MALLEABLE OR PRESSED STEEL. HOT DIPPED GALVANIZED TO 1.2 OZ/SF. HOT DIPPED GALVANIZED TO 1.2 OZ/SF. MARK DATE DESCRIPTION 6. BOTTOM TENSION WIRE:ASTM A824 NO,7 GAUGE STEEL-MARCELLEE WIRE, HOT DIPPED GALVANIZED TO 1.2 OZ/SF, 7. GATE KEEPER:ASTM F900. 8. PROVIDE GATE KEEPER FOR EACH SWING GATE. 7. STRETCHER BAR:3/16"x 3/4"PRESSED STEEL, HOT DIPPED GALVANIZED TO 1.2 OZ/SF. 9. BARBED WIRE:GALVANIZED STEEL WIRE,DOUBLE STRAND 13-3/4 GAGE,0.083 8. BARBED WIRE:GALVANIZED STEEL WIRE,DOUBLE STRAND 13-3/4 GAGE,0.083 INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACES 3 INCHED ON CENTER. INCH TWISTED LINE WIRE WITH 4 POINT BARBS SPACED 3 INCHES ON CENTER. 10. CONCRETE TO ACHIVE 4000 PSI STRENGTH AT 28 DAYS. 9. CONCRETE TO ACHIEVE 4000 PSI STRENGTH AT 28 DAYS. Chain Link Fence - Galvanized Chain Link Double Swing Gate - Galvanized 1 Barbed Wire - 7' Height 2 Barbed Wire - 7' Height 3 RCA Pavement Section 4 Crushed Stone Pavement Section 5 Crushed Stone Ground Cover SCALE:NTS (323113.13 H2MX3)-U SCALE:NTS (323113.24 H2MX2)-U ALE:NT SCALE:NTS NTS NOTES: HEAVY DUTY CASTING(SEE DRAINAGE STRUCTURE HEAVY DUTY CASTING(SEE DRAINAGE STRUCTURE 6" 2'-0" s° ADJUST TO GRADE WITH SCHEDULE AND DETAILS FOR FURTHER INFORMATION) SCHEDULE AND DETAIL FOR FURTHER INFORMATION) RIM ELEVATION ADJUST TO GRADE WITH 1. DRYWELL COMPONENTS BRICK AND MORTAR NOTES: CRUSHED STONE ARE TO BE REINFORCED RIM ELEVATION FINISHED GRADE BRICK AND MORTAR REINFORCED CONCRETE OR PRECAST CONCRETE SAWCUT EXISTING PAVEMENT PAVEMENT SECTION PRECAST CONCRETE AND SLAB COVER OPENING TO BE THE 1. DRYWELL COMPONENTS ARE TO CHIMNEY 2'BEYOND TRENCH FOR CAPABLE OF SUPPORTING z Q SIZE OF THE CASTING BE REINFORCED PRECAST z a CLEAN FILL PAVEMENT RESTORATION CRUSHED STONE PROVIDE OPENINGS FOR PIPE AASHTO HS-20 HIGHWAY SUBSOIL N FINISHED GRADE CONCRETE AND CAPABLE OF N WHERE REQUIRED(TYP) GROUND COVER WHERE REQUIRED. FILL LOADING. SUPPORTING AASHTO HS-20 PROVIDE KNOCKOUTS PAVEMENT SUBGRADE ELEVATION O.D.+2'MIN. \j\� \\\\\\� \\\ 3'MIN. HIGHWAY LOADING. OR OPENINGS FOR PIPE (WHERE APPLICABLE) ANNULAR SPACE WITH N ALL AROUND z WHERE REQUIRED. FILL 2. COLLAR MATERIAL TO / �� SOLID DOME 3' CEMENT MORTAR OPENINGS AROUND PIPE CONSIST OF CLEAN SAND PROVIDE KNOCKOUTS 2. COLLAR MATERIAL TO CONSIST AND GRAVEL CONTAINING e OR OPEN FOR AN SAND AND GRAVEL p : W/CEMENT MORTAR 0 0 0 0 0 0 0 0 0 ° OF CLE ° R LESS THAN 15/°FINE SAND, PIPE WHERE REQUIRED. CONTAINING LESS THAN 15%FINE DRAINAGE PIPE BACKFILL ABOVE SPRINGLINE '� W FILL OPEN NGS AROUND SAND,SILT AND CLAY. SILT AND LEACHING RING (SEE PLANS AND SAND OR SUBSOILS TO BE PLACED IN 12" LIFTS PLAN SILT AND CLAY.SILT AND SOLID RING CLAY FRACTIONS NOT TO o PIPE WI CEMENT CLAY FRACTIONS NOT TO EXCEED (SEE NOTE 4) w STRUCTURE SCHEDULE W O.D. TRANSITION SECTION OF HEAVY DUTY FRAME AND GRATE, EXCEED 5%. NATIVE ,\�' z MORTAR 5%. NATIVE MATERIAL MAY BE �� 0 0 0 0 0 I OR PIPE SIZE AND MATERIAL MAY BE REUSED \\ �' REUSED IF IT MEETS THIS _ _ MATERIAL) �\ CRUSHED STONE CAMPBELL PATTERN 2815-1400 e I� I� o l� IF IT MEETS THIS \\ REQUIREMENT. \ OR EQUAL _ SEE NOTE 4 COMPACTED SUBGRADE REQUIREMENT. w d= DRAINAGE PIPE �\ ? 3!MIN BACKFILL PLACED ALTERNATELY W :., , 1. RIM ELEVATION ADJUST TO GRADE WITH } \\j (SEE PLANS AND 3. EXTEND EXCAVATION TO �\ LEACHING RING ° W ALL AROUND IN 6"LIFTS ON BOTH SIDES OF LEACHING RING o CONCRETE BRICK AND MORTAR 3. EXTEND EXCAVATION TO € 7 € \\� STRUCTURE SCHEDULE PROVIDE A DIRECT CONNECTION % 7 ,; \ PIPE UP TO SPRINGLINE FOR PIPE SIZE AND BETWEEN BOTTOM RING AND 6 \� p p p p , PROVIDE A DIRECT \ , ° LL ; „ ELEVATION '°/'°/' % CONNECTION BETWEEN 0 0 0 o LU w �' MATERIAL; MINIMUM STRATUM OF VIRGIN LL N BOTTOM RING AND A 6' j'% R W SAND AND GRAVEL WHEN OVER NOTE: E w 9 \� �\�i�\��\���i��a�� ,r<a: "., MINIMUM STRATUM OF ee c� WRAP LEACHING RINGS EXCAVATION IS REQUIRED TO E Q / Q e E o f COMPACT SUBGRADE TO 92%MAXIMUM DENSITY IN ; ? VIRGIN SAND AND GRAVEL. LEACHING RING z € WITH FILTER FABRIC. SATISFY THIS CRITERIA,ALL Q o a ° e• 1 LEACHING RING �. : NOTES: ACCORDANCE WITH ASTM D1557. Z W o WHEN OVER EXCAVATION IS o € PROVIDE E"OVERLAP BACKFILL SHALL BE CLEAN SAND o WRAP LEACHING RINGS `.>,� ,,°` � e e w •` AND GRAVEL MEETING THE W WITH FILTER FABRIC. o c, REQUIRED TO SATISFY THIS l� 0 0 a w W : ° " 1. IF DEPTH OF TRENCH EXCEEDS 5',THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING ORA SHEETING w CRITERIA,ALL BACKFILL € 3'WIDE ANULAR COLLAR SPECIFICATION. PROVIDE 6 OVERLAP U @ D D 0 0 D D D O BOX IN ACCORDANCE WITH OSHA REGULATIONS.AS AN ALTERNATIVE, IF PERMITTED BY THE ENGINEER,THE a SHALL BE CLEAN SAND AND COLLAR SEE NOTE 2 e • 3'WIDE ANNULAR . W CAST IN PLACE PIPE ( ) o o l� t� _ TRENCH WALLS MAY BE CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, `;, rr ¢ GRAVEL MEETING THE 4. UTILIZE A SOLID WALLED RING COLLAR SEE NOTE 2 � ° NOTE: Q ,- z WINDOWS AS REQUIRED ( ) WHICHEVER IS GREATER. °' a COLLAR SPECIFICATION. SEE DRAINAGE STRUCTURE SCHEDULE SEE NOTE 4 WHEN REQUIRED TO �p FIELD INLET IS TO BE ACCOMMODATE PIPING BELOW �\ SEE DRAINAGE STRUCTURE SCHEDULE \ SEE NOTE 5 2. WITHIN 9' OF PAVEMENT SUBGRADE ELEVATION (WHERE APPLICABLE)COMPACT BACKFILL TO 92%MAXIMUM . 4. MAXIMIZE DEPTH OF 3 FOOT /% 4 FT.MIN.ABOVE GROUNDWATER THE DOME. \\ °'" = r °° PRECAST CONCRETE AND \ - \% DENSITY IN ACCORDANCE WITH ASTM D1557.ALL OTHER BACKFILL MATERIAL TO BE COMPACTED TO 90% '`max:' ANNULAR COLLAR BELOW /\ _- \\, _ \ 4�r;.MIN.ABOVE GROUNDWATER CAPABLE OF SUPPORTING s° 2'-0" s" \ \ MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557 AASHTO HS20 HIGHWAY BOTTOM RING WHEN OVER /i - 5. MAXIMIZE DEPTH OF 3 FOOT LOADING. EXCAVATION IS REQUIRED. " �, ANNULAR COLLAR BELOW \ "ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL" SECTION \ __ \ \ BOTTOM RING WHEN OVER / '//'�� DESIGNED BY: DRAWN BY' CHECKED BY: REVIEWED BY: C VIRGIN SAND AND GRAVEL EXCAVATION IS REQUIRED. VIRGIN SAND AND GRAVEL RJR JMT RJR Drywell With Slab Drywell With Dome PROJECT No DATE. SCALE: Crushed Stone Transition Section Field Inlet - Standard 8 9 PSCALE aT,�PeKCEG 2101 JUNE 6, 2022 AS SHOWN SCALE:NTS (334923.16 H2MX1) SCALE•NTS (33492313 H2MX1)SCALE:NTSNTS (33441313 H2MX3) �ONTS (312333.00 H2MX1)-U CLIENT KCE IVY 26, LLC 50'MIN. FILTER FABRIC PROPERTIES '01 NOTES: Mechanical Properties Test Method Units MARV 6'MAX.C.TO C. 36" MIN. LENGTH FENCE POSTS EXISTING z S,`)._l SDIN�IGUA�i_1 RNNEL DRIVEN MIN. 16" INTO GROUND GRADE 1"TO 4" STONE OR ( ?,) •� Grab Tensile Strength ASTM D 4632 lbs 365 x 200 RECYCLED CONCRETE 1. GREEN COLOR TO BE CONFIRMED WITH OWNER. �LOLII PANEL Grab Tensile Elongation ASTM D 4632 °/D Puncture Strength ASTM D 4833 lbs 90 z 12'MIN. . I 24 x 10 Mullen Burst Strength ASTM D 3786 psi 450 2. COLUMNS:GALVANIZED STEEL H-BEAM )� EXISTING I I � Trapezoid Tear Strength ASTM D 4533 lbs 115 x 75 LL PAVEMENT i . i • r 5,'16° DI,�. Ri..LT UV Resistence ASTM D 4355 % o ��� 3. SOUND PANELS: GLASS REINFORCED I ^' oGcar•..oGcan:. .Gv"oc::ac`:,Pa>,oc.•>i.oeaGa,,r•aa G.o;,:.aG: •r 90 z I :.a,>,:«t> a,:l,.<,,:,a .!t>.,,o:,,:,anai:..,i>xa,:•:a, a:,,,:>:G <:,,z t:,: 1 j�,. H W ,�Gcaaauaa:mae:sG::gyLc.G•:ga+vq GAi;iu aq G-:.,a+)s:vr?.n QJ`aa.aY Apparent Opening Size ASTM D 4751 US Std Sieve 40 x J THERMOSET COMPOSITE STRUCTURAL SHELL. „ =:,;,;:,;,'yar. ..ry„ P :, GL„sGGaG��GB,t•.^,G..,G;.,,t<, z - LL z 1 a :;_•rat, :,4:"; v: W PLAN - ,Gr.aGta,.a0,,a� tl��� ,.,n:> aagi•,,^aG-_avgG�ga G:,tOcaG Flow Rate ASTM D 4491 al/min/ft 145 .v. EXISTING FRONT FACE OF PANEL PERFORATED AND 1 ;>.,t,:.raG.v,,,:, ke,> .: <,,v<: z. ,; PermittivityASTM D 4491 Sec' 2.1 `��'-- `� ;OgGDgGa` DCc OG`•_•OCG Pv jUD+]aa PS•^.C•_Ca;:a t•Cq GCCGCgG �, - `I' .v �, FILLED WITH SOUND ABSORBING MATERIAL. 3P "P^..•,P,^a -., P„ gGaCr•:: r.i.,n:. a �Pt,aa,°`-Pt,,,�,. 1 ���' ,I �, -._. GRADE I ava nGi.at,:.qG:•e:acv a.:G iGc,,aee,cc`ancalai I I KCE NY 26 y ( �, .y .y .�. - ►�.`1'� :1, `y v, 50'MIN. 1 \Qn^ nOgt,:TaC3G,7Gr.\1k, of JaamPa40Foo AfoO.ao`s`aDc »arooi.acsceGrai qG,:ata:>,nGr>an.a�?rsGs`or,riiyn?»,� - +L 12'MIN I `q C1L`qGL`gUUC4jCnUOJUnUUn`JUGrya';•JU$uGitlUa?d,?Lq[.otlGc:,l, - ,aaaaG_.,G_ae^aecat•van„tlnaa Gccnotnc.7aa.aGsa°=aaaao•. v. EXISTING 4. BACKFILL BOTTOM SOUND BARRIER GAP. uty„q,:1,a:,,a�l:!<>.,la,<,.,:.�,,:>'..,,>yr,:` .I• ��o .I• .v %k �, �, .i. �, - EXISTING FILTER Z gGacaa�uaanau•as•aoaoosar,Cq Gc Go`gG 1 .aoGcaaaPr_:aa,aoe,aaG,on.aGo.•soonac.=ac=zocaacaonao°vo`_ a.le>na^aana 4:}xoaaa^::acaar<:n:tr.a,-=,rr t>a.:.axa n=::r.,aa P,:•,a \, INLET CASTING COMPLETELY �� 1 1 F `�' � .� � � � GRADE FABRIC � � PAVEMENT ��,w,j PANEL BOLT ATTACHMENT -1- .•Sa•,re,• aGa::,,ca+ac>?e racaaa:,aetea^•aaoaea,:aotaG>aaggGqoz W � 3ane>a,;.^Oc`oO aJ a:>:,PG`<s ENCLOSED BY FILTER FABRIC 1 qa,: aa.,r,,P.n,,:.n a:.;a:.°G-.qi,,:'. u� e,U 9a G•_`a '}G^C GCq G.q G:tlGDG aDd OtT40^`a0^.`aG i4 G+Sa l`!' .a•?coaG.saisnrq:a(rr,o0cao+<Ci ara ot3 stye s,ani>gnvn4ia<.n.eT ra:.;x{lb ..,,r,.,,r,.grl,;grlearr Oc,U[:.,a:>:31:>',t,d•..t�t O{r!, ,.-f.tv,, �.na'l,y s,u`u,. 1 '-'•�^a:i• I .>3a:,-.ocaasore Ga Gca G�?a G_aG G•a G:a ?Gc.v,: .-aaa ac.o acaac I - ..•sai:-;+)i`>rd".;,,,:SSU:;Va,'Panr.`arsAal:l z>a C,z`:,a:.`a,:^xGi>p PERSPECTIVE VIEW I ilagq f:gngqt?w` UOVUgiagf, >uGl;`.GaL`An;aTi:.::V"I, G111l!'a 1 FILTER FABRIC I or l o�ra4a�fC,n �CG 4:: oA•'� ppt`30^?GL,aG �G yr 1 ELEVATION MOUNTABLE BERM 1 ae`3q .P= a�•ja_•ga., a tla,:q <:�a u • :,,�-„a.`,u...,q. IF REQUIRED 1 sGr:GCaoo oasoc.tlnt..at,n.aDy•aG`,aGraG_z 19GconU NOTES CONSTRUCTION SPECIFICATIONS ( ) SECTION , rulP,l,�,�,:.t>�Pan, «:, „• a:., a, ,�t`.`„.<,,. `a c,jac>`aa•ao `aa�aG::gG c«•so c;c��aGu:::,aG•.aa:zd,x`:on 1 1 -•atlas -•ant,c- ca..x,Pc,ae.s,as..�oG.,�E>.,asaGaPi, - - k' 1 Baa,aa�3urovhs�°�e<,t,e<n.,<aaCur,n.:,,<:<,uoaaq:u:,,:,:a�ri: ro• 1 FILTER FABRIC 1 qPc. acvoaaocao aGcaarya caaccac uccoca• :._aavaaaaa A o �w j " naan, TDona;rGq» k11-5, ,0811 t. 00`,0<aoD,G1,,,,,, l.. E..FORA1E� SEL _.............. f 36 MIN. FENCE POSTS 1. POSTS SHALL BE 2 X2 HARDWOOD OR APPROVED 1 U;a`U;>`90«<,l4'^•J 6!<`i!lYUngf Urr et!rrO CcsUCFK t)c'3n F°]U'.°ZU#::U!. ' (TYP.) EQUIVALENT. 1. STONE OR RECYCLED CONCRETE SIZE TO BE 1"TO 4". CV ' .aDgaJi:G+.,GG:..°?O+>`.'•V5]Ue_°.CU:F`�G^v^G�q Us^q U,C gGOq G:.J4CO ' ' I ,-- I ,nriYa�.soJ:�a::il[r.+etU:.�1i''n.t i�iq'•ii.`:.r.Ohi)` ac.��r�nei�f�i,or I ,,r• NOTES 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO 2• LENGTH-NOT LESS THAN 50 FEET(UNLESS INDICATED OTHERWISE ON PLANS). I aa , izrry<Yui'° °z PG��,no �n `e gaoec�G QaGc I i II \ A� aY>:atl..<:G-act:cit,,..,a o,:,, ,ao;:naWa,:,nc POSTS AT TOP AND MID SECTION. 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. i a• C.?P ?aC:a;;oUsdCl';.aGC I F I I aE. siionoyo<zao&`iuv``_i�m1'ti�``•_iVsc %�u t•:_.iui:i�i e'.'acv L,na c,y I •„° 1. REMOVE ACCUMULATED SEDIMENT AND DEBRIS AS 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH 4. WIDTH TWELVE 12 FOOT MINIMUM BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS I ::aG ,,�'aor:aG•^a< PGatla~a, ace i._-o zPcn,%°I,: D, I - - ( ) I ., �,; ,k, II r 'tigG_`a iVGgGCgG J.•GC:�r]._.0:J�jC.:a..?G::?G_Jt'�i.,G_•:G�vGv �x�Ll, .s••4�,t4 r.t.` �•" I��tEL REQUIRED TO MAINTAIN ADEQUATE FLOW THROUGH z OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. I ytl1r•,a~»ac' ^r'arrao=`aGL°^i,n t^:>gGrtl^•atl hn na; nk,,rt= FILTER FABRIC. ? FOLDED AND SECURE AT POST.FILTER CLOTH SHALL BEyJa.70p a`a GG 3G3oG GOGiOt•GJ I L LIFTING STRAPS PLAN 2 N UNDISTURBED 5. PLACE FILTER FABRIC OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER FABRIC TO BE TREVIRA SPUNBOND, i �� <a'a .7" <; u 2. REMOVE INLET PROTECTION UPON PERMANENT FLOW EITHER FILTER X,MIRAFI 100X,STABILINKA T140N,OR ' 30C`@43v pi'a C• aQ Jt•3gGC:,vtlGo GeOOC>?OC]aG C 909•]6; ✓ rf I II GROUND ,t,:>•,r,i>wP:: r,:.a„- t,::<:,,::,,-<:,, <,,,a>.,n. .:,r.,i 1 ? ^_ STABILIZATION OF CONSTRUCTION SITE. --� APPROVED EQUIVALENT. 1135 MIRAFI 60OX OR EQUIVALENT. I „•_<,,<` t.ea0 ,, :,,aeaa:>,jN :a .., ,,<>r,u. ,:,.aG I f I �, •.tOt a6:,OP.:.JOG'.rC.,;,o[•r.PaCAG:6G6GnC..�OC?aGaa:.iOr,a O`.06: 1 "� : 5 �tl _• , I II I .(�\ �.d� �`'.`Y``., utu r.,e;,r><`<,ra :a o<o-.;a:x•:a:x:o E<;e,•n t:,cr.,e saa A,c:a rlcnfa::,a E.Kh TI,,. H...L 11 t..,T �,., & 6 Oae 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRU,'TION ENTRANCES SHALL BE PIPED ''i•:>aq`oo•jgG•:_Gequt v"uv Ge<5t»>•�:?nua`aU•s•sa:•ice_ I 7 M ;... p R 1 >::a,»a6:,., �,.•,G G;.;:•:,:,,,,,,,,;t„•,.aG:,y.,,,ar,,:::a.>:,a: I `D;ILL 3/T DI?. H LES I II I •ai`aAu;.nen rien,.auo.•I a;r•:.,;x`•;P+c;:a,.:,Gs:,nr.i Pon C,,:.,ULn r,:: ACCUMULATED SEDIMENT REMOVED WHEN "BULGES" BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. I G>`=q 'd •=os.t._gGv ogaaoquo:.G o,_=,oe:jai°tG==`=Gsrao= I y _Z I :.,,,;t�„ .,, ;, a;• a::<,6 ,PY.., :..,�:>.r,:,,,:Pr,:aGr 1 THR F.AtiEL; -. COMPACTED SOIL DEVELOP IN THE SILT FENCE. aG;,c,a5:).3C„OOOG<..?66?GC`?G.^4 G.^q G4c`OCUO^.3a GU a:`tl G:,.nrt I t 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF I t"'""""" """" """ """" ""`"``""q""" 5. REMOVE SILT FENCE UPON PERMANENT STABILIZATION rve.,r,;=`.a,._•,:.a..»P:aen P�.,P •-ar, •:,�.,.,G��r.,:,G.,.,,:, I - J I) L - 1 EMBED FILTER CLOTH i:.:, •:at,,.<:a a,:•. 1 OF UPLAND AREAS. SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC I u,r:.:4G3 4Ga GS aU:`a 4U_ii•CJQ:-is?J•r:JG3Ji;.>G< I I fill n ?9�111,>au:DHSS r.,a;,a;><,rv:aa!ay.a::.:ar.:;,:•.�,orat.r;ar„•aGr A MIN. 6 IN GROUND 4.. % I aa�ra:>:;ra^_ ay•d4;>,;ar:q,..:qG::.e•..�zU<:,�,.,•j._,ao:aG°jP .aga jINLET CASTING COMPLETELY MIN RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. , _ r,.oia 0°>r•33i•t•?GC.T GC aAC`.^P::BOG,•:P�wOLon�.Cn >p••CJ a,•".FGiJ T „ i•l,s•<`,'J t,`,r,r -,w`�r'..,f,:,<,t,'>,.,••';nt r,s':,rvra r.s',l:�-=r.;. .i•a•u`YtaC'at'>a iii'oC„a UC 1UCvo^(1UC.isOe Uc.:.,C.,]OLn.,.`t Lrt?eQ ENCLOSED BY FILTER FABRIC 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA STABILIZED WITH ST014E AND WHICH DRAINS INTO AN .aG;:a„`at n0•:.T an.?»nc. n;;.�Pccnrao<ooca r•ngilPa rl,an•, t _ r, M SECTION VIEW , :na: a:> as<,a• ;,C.,,`q r,en„.na<t:,,:,;: n;. -,an::•:,.ar. � O APPROVED SEDIMENT TRAPPING DEVICE. I `aGc Dysac aoc o<`aaq,_a^•aGsa :.•aa^°vOCCA 9 g GC 9000 Cq0 1 �:,,arl:.r.,: .. ,Po,r,aGP;:<: GcaG,l,co •: a } t'VI I INLET CASTING 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. • + PANEL BOLT ATTACHMENT Circular Inlet Sediment Ba Protection Silt Fence - Standard Stabilized Construction Entrance CONCRETE Bag Visual & Sound Barrier .; ' LII: I'A�tEL °d '. FOUNDATION e ° SCALE:NTS 312553.13 H2MX2 SCALE:NT 312513.13 NYDC1-U SCALE:NTS (312513.19 NYDC1)-U L� SCALE:NTS E 0 0 - --- - E CO 0 N N O N Q 75 Oregon Road a RECEIVED �----- Cutchogue, NY 11935 E SEP 2 9 2022 N Southol Town N Planning Board N O N CONTRACT m Q ALL CONTRACTS J C7J 3 STATUS REGULATORY REVIEW 0 SHEETTITLE M N n d 100 >00 Q E SITE DETAILS m m a a Q m DRAWING No Y E N 500n00 U