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"BOTTOM OF LEACHING POOLS SHALL BE A MINIMUM OF 3 FEET
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Tax Lot
N Land of the Town of Southold
Formerl of Glover
Tax Lot 1000 83 3 4.7 °, ;':-;" Y
Land Now or Formerly of North Fork Recycling Inc. � �`''` •'•�-'- °'�`:,.r �
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* _ , T : 1. PARCEL AREA IS 1,177,922.59 S.F.OR 27.04 ACRES
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� �. „, _ ELEVATIONS REFER TO N.A.V.D.1988.
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i T T 4 PROPERTY ADDRESS:Tax Lot 1000-83-03-5.3 - S.10750 OR� �a'��,�:,.°'""'`` '� ' -?- a" , EGON ROAD, UTCHOGUE N 1935
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Land Now or Formerly of Zuhosk€ .• ` C ., _
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INTENDED TO GUIDE THE ERECTION OF FENCES WALLS�:�_.; :::•:;;-<-' '• "'' "" "' POOLS PATIOS ADDITIONS TO
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EVERGREEN TREE � � ,, 52.4 �\ % 51.4 r/i x 50.9 X 50.7�LL� X 50.5 �` x 51.4 - X 51.5 t �0 1. / N430 391 2911W -- p �, •�
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DECIDUOUS TREE �
Tax Lot 1000-95-02-1.1 �
Land Now or Formerly of Krupski
TREE LINE ���������� o ��
VEGETATION LINE
CURB
a
FENCE x x o
CONTOUR - - - - 100 - - - -
/
SPOT ELEVATION 100.0x
ASPHALT PAVEMENT
CONCRETE PAVEMENT
NOTES
1. THE APPROVAL OF THIS MAP DOES NOT CONSTITUTE THE ACCEPTANCE OF HIGHWAYS,IF ANY,SHOWN THEREON AS
DIRT/GRAVEL PAVEMENT _
DENSE WOODS � SITE DATA PUBLIC ROADS.
2. THE LOT LINES OF SUBDIVISION MAPS AS FILED,CANNOT BE ALTERED WITHOUT PERMISSION FROM THE PLANNING
OVERGROWN GRASS/SHRUBS SCTM: 1000-083-03-6.1 BOARD,AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP.
ZONE: LI-LIGHT INDUSTRIAL
INTENDED USE OF PROPERTY: BATTERY ENERGY STORAGE FACILITY 3. ACCESS TO OREGON ROAD AS SHOWN HEREON IS FOR"BESS"&"POI'LOTS OF THIS SUBDIVISION.
SITE AREA: 1,177,923 SF OR 27.04 ACRES
TEST HOLE B-1 TEST HOLE B-2 TEST HOLE B-3 TEST HOLE B-4 TEST HOLE B-5 TEST HOLE B-6 BULK REQUIREMENTS PLANNING BOARD CERTIFICATION �EG�����
ATE PERFORMED:11/24/2021 DATES PERFORMED: 11/1912021 AND 11/24/2021 DATES PERFORMED:11/29/2021 DATE PERFORMED:11/19/2021 DATE PERFORMED:11/18/2021 DATE PERFORMED:11/18/2021 TIME OF OF COMPLETION:1:15 PM TIME OF COMPLETION:4:05 PM AND 3:25 PM TIME OF COMPLETION:9:20 AM TIME OF COMPLETION:9:28 AM TIME OF COMPLETION:9:45 AM TIME OF COMPLETION:11:45 AM ITEM REQUIRED BESS LOT POI LOT THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY THE PLANNING BOARD OF SOUTHOLD. I
MINIMUM LOT SIZE 40,000 1,067,051 SF 110,872 SF SUN � Q ZQ22
0.0'(EL.56,6) 3"TOPSOIL 0.0'(EL.54.6) 0.0'(EL.56,6) 3"TOPSOIL 0.0'(EL.51.0) " 0.0'(EL,54.7) 4"TOPSOIL 0.0'(EL,52.1) MINIMUM LOT WIDTH 100 FT 532.9 FT 320.8 FT
"TOPSOIL 0.25 (EL.54,35) 6"TOPSOIL 0.25 (EL.50.75) 6 TOPSOIL 0.33'(EL.51.77) MINIMUM LOT DEPTH 150 FT 532.94 FT 320.8 FT
out o Town
0.5'(EL.56.1) 0.5' EL.56.1 Planning Board
( ) 0.5'(EL.54.2)
CD t MOIST BROWN MOIST BROWN MOIST BROWN MOIST BROWN MINIMUM FRONT YARD 100 FT 1 138.0 FT 151.2 FT BY
SILT (ML) SILT (ML) SILT (ML) MED.FINE SAND MOIST BROWN
m MOIST BROWN (SM) FINE SAND, MINIMUM SIDE YARD(SINGLE) 20 FT 0.0 FT-HARD BUS CONNECTION 0.0 FT-HARD BUS CONNECTION DATE OF APPROVAL CHAIRMAN(TOWN OF SOUTHOLD PLANNING BOARD)
a . '(EL.54.6) 2.0(EL.52.0) FINE SAND 4.0(EL.50.7) SOME SILT 69.1 FT-SOUND BARRIER 10.0 FT-EQUIPMENT EMCLOSURE
M 2.6(EL.52.0) MOIST BROWN T B MOIST BROWN
MOIST BROWN FINE SAND, (SM) MINIMUM SIDE YARD(AGGREGATE) 40FT 84.6 FT 260.8 FT
N SAND (SW-SM) MINIMUM REAR YARD 70 FT 93.9 FT 171.8 FT-EQUIPMENT ENCLOSURE SURVEYORS CERTIFICATION ■
o SAND (SW-SM) SOME GRAVEL 6.0(EL.46.1) MINIMUM LANDSCAPED AREA 25% 70.1% 29.7%cli
architects
0 4.0(EL.50.6) 4.0(EL.50.6) 4.0'(EL.47.0) (SP) MOIST LIGHT MAXIMUM LOT COVERAGE 30% 4.3% 0.5% I HEREBY CERTIFY THAT ALL LOTS ON THIS PLAT °`v:�" �,. 'MOIST BROWN MOIST BROWN 6.0(EL.48.7) COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF OWNER; "
SAND,LIGHT MOIST LIGHT BROWN MED. MAXIMUM BUILDING HEIGHT 35 FT/2 STORIES 55.7 FT-LIGHTNING MASTS 55.7 FT-LIGHTNING MASTS SOUTHOLD. '" .,I. 538 Broad Hollow Road,4th Floor East
MEDIUM M,_>a Melville, NY 11747
BROWN FINE FINE SAND, KCE NY 26 LLC �i,�� ;.j �°
FINE SAND, GRAVEL 8.6 FT-BATTERY CONTAINERS � '
a LIGHT TO MOIST BROWN (SP SM MOIST BROWN SAND,SOME LIGHT GRAVEL 25 MONROE STREET ,' ' 631.756.8000"www.h2m.com
I HEREBY CERTIFY THAT ALL LOTS ON THIS PLAT COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF % �' ,
FINE SAND, 10.0(EL.50.6) FINE AND GRAVEL(SP-SM) (SP) BUILDING SUMMARY: SOUTHOLD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF THE N.Y.S.TOWN LAW AND ARTICLE XVIII OF THE ALBANY NY 12210 engineers
TRACE SOME MEDIUM 8.0(EL.46.7) 13.5 CODE OF THE TOWN OFSOUTHOLD.
GRAVEL (EL.38.6)
GRAVEL MOIST BROWN FINE SAND, MOIST LIGHT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GREAT RIVER NEW YORK 11739
N (SP) TRACE BROWN MOIST LIGHT NEW CONTAINERIZED BESS UNITS(272 UNITS x 168 SF EACH) 45,696 SF '
MEDIUM FINE
N (SP-SM) GRAVEL MEDIUM FINE BROWN FINE NEW SUBSTATION CONTROL BUILDING 392 SF FIELD CREW: DRAWN BY: CHECKED BY: PROJECT
SAND,SOME SAND, DATE; DATE JOHN SCHNURR,P.L.S. N.Y.S.LIC.No.49517
NO.: DATE: SCALE:
GRAVEL (SP) TO NEW P01 SRATION EQUIPMENT BUILDING 600 SF NJW/BLC/BIB JSG JS KCEG-2101 5/12/2021 "_
(SP) FINE SAND, TRACE TO TOTAL BESS CONTAINER&BUILDING LOT COVERAGE 46,688 SF
1 50 FEET
LIGHT GRAVEL THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR DEVELOPMENT FOR KCE NY 26, LLC IN THE ALTERATION OF THIS DOCUMENT EXCEPT IN ACCORDANCE WITH THE NEW YORK STATE EDUCATION LAW SECTION 7209,
TRACE GRAVEL TOWN ON SOJTHOLD WITH A TOTAL OF 2 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES AND SUBDIVISION O IS ILLEGAL.
`'- •� WET 51'(EL 3.6) (Sp) (SP-SM)
PARKING CALCULATIONS SEWAGE DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF
27'(EL 29.6) 52'(EL 2.6) 27'(EL 2.6) 27'(EL 24.0) 27'(EL 27.7) 27'(EL 27.7) CONSTRUCTICN AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL
BE VALID ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY FILED WITH THE COUNTY CLERK WITHIN ENGINEERS CERTIFICATION F
�0 tN
THERE IS NO PARKING REQUIREMENT FOR THIS USE CATEGORY ONE YEAR OF THIS DATE. CONSENT IS HEREBY GIVEN TO THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT H 0
TEST HOLE DATA /V 9
o APPEARS IN THE OFFICE OF THE SUFFOLK COUNTY CLERK IN ACCORDANCE WITH THE PROVISIONS OF THE PUBLIC I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SANITARY AND DRAINAGE SYSTEM(S)FOR THIS MAP HAVE 9
HEALTH LAW AND THE SUFFOLK COUNTY SANITARY CODE. BEEN DESIGNED BY ME OR UNDER MY DIRECT SUPERVISION. BASE UPON A CAREFUL AND THOROUGH STUDY OF THE * SUBDIVISION MAP FOR
PERFORMED IN TABLE OF MODIFICATIONS SOIL,SITE AND GROUND WATER CONDITIONS ALL LOTS,AS PROPOSED,CONFORM TO THE SUFFOLK COUNTY
MFS CONSULTING ENGINEERS AND SURVEYORS, DPC DEPARTMENT OF HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE.
CC KEY CAPTURE ENERGY, LLC
320 FIFTH AVENUE, SUITE 1200 CODE SECTION RELIEF SOUGHT UNAUTHORIZED ALTERATION OR ADDITION N TO THIS
� 50 0 25 50
Z SURVEY 1S A VlC'_ATION O�'SECTION 72"u9 Qf'THE NE1"!
N NEW YORK,NY 10001 YORK sT,aTr EDucArlcN LAW.coP€rs or rH;s suR.'T�Y
§280-63 REQUIRED MAXIMUM BUILDING HEIGHT OF 35 FEET SURVEY
ISSEARING THE ATION OF SURVEYORIS 7209OF TEALCF, �LAND
(IN FEET) PROPOSED LIGHTNING MAST ASSOCIATED WITH PROJECT SUBSTATIONS WILL BE 55.7 FEET IN HEIGHT Er�BassED sEA:.SHALL rani BE cnraslDEREn ro BE A
VALID OR TRUE COPY.CERTIFICATION INDICATED HEREON
SHALL RL`N ONLY TO THE PERSON FOR 4"J THE.
REQUIRED MINIMUM SIDE YARD SETBACK OF 20 FEET WALTER DAWYDIAK,JR.,P.E. sURvcY Is PREPARED AND ON HIS BEHALF,TO THE TITLE
Y Inc = 50 ft. §280 63 PROPOSED HARD BUS CONNECTION BETWEEN SUBSTATIONS WILL BE 0.0 FEET FROM SIDE LOT LINE DIRECTOR,DIVISION OF ENVIRONMENTAL QUALITY DATE MICHAEL W.KEFFER,RE, N.Y.S.LIC.No.077701 ENTAL AGENCY AND LENDIt s
in HS-PTUTTON LISTED HEREON,AND TO T#<.E ASSIGNEES OF SCTM:DISTRICT 1000,SECTION 83,BLOCK 03,LOT 6.1
THE LENDING 11`47TUTION. CERTIcJCATIONS ARE NOT JOHN SCHNURR P.L.S.
2
TRANS F ERABLE TO ADDITIONAL INSTITUTIONS OR CUTCHOGUE SUFFOLK COUNTY
SUBSEQUENT OWNERS, TOWN OF SOUTHOLD NEW YORK