13831 Mile Stretch Road, Greenwood, Delaware, 19950 Prepared

JAMIE WHITEHOUSE, AICP, MRTPI Sussex County DIRECTOR OF PLANNING & ZONING (302) 855-7878 T DELAWARE (302) 854-5079 F sussexcountyde.gov [email protected]

Memorandum To: Sussex County Planning Commission Members From: Jamie Whitehouse, Director, Department of Planning & Zoning; Jenny Norwood, Planning and Zoning Manager; Lauren DeVore, Planner III; Christin Scott, Planner I; Nicholas Torrance, Planner I; Chase Phillips, Planner I; and Elliott Young, Planner I CC: Vince Robertson, Assistant County Attorney Date: August 19, 2021 RE: Other Business for the August 26, 2021 Planning Commission Meeting

This memo is to provide background for the Planning Commission to consider as a part of the Other Business to be reviewed during the August 26, 2021 Planning Commission meeting.

Heron Bay Subdivision (2003-14) KS Request to Amend Conditions of Approval This is a Request to Amend the Conditions of Approval for the previously approved Heron Bay Subdivision. The Final Subdivion Plan for Heron Bay was approved by the Planning & Zoning Commission at their meeting of Thursday, May 12, 2005. Specifically, the request is to strike the condition that states, “The Applicant has agreed to install a multi-modal paved path throughout the project that will be 5 feet wide and separated from the streets by a 3 foot wide grass area.” A signed agreement for the removal of sidewalks has been agreed upon by the HOA and the Developer and the signed agreement has been included in the paperless packet. The Planning and Zoning Commission previously heard this request at their meeting of July 8th, 2021. The Planning and Zoning Commission requested a poll of the community and staff have since received those results where 80% of all lot owners voted in favor of the removal of sidewalks in the community. The full results were provided in the paperless packet. Tax Parcels: 234-5.00 Parcels 211.00 through 541.00. Zoning: AR-1 (Agricultural Residential) Zoning District.

Heimlich Solar Farm (S-21-17) (C/U 2251) KH Preliminary Site Plan This is a Preliminary Site Plan for Heimlich Solar Farm for the creation of a 31.8 acre +/- solar farm and other site improvements to be located on the east side of Mile Stretch Road (S.C.R 590). Conditional Use No. 2251 was approved by the Sussex County Council at their meeting of Tuesday April 13, 2021 and adopted through Ordinance No. 2767. The Preliminary Site Plan complies with the Sussex County Zoning Code and all Conditions of Approval. Tax Parcel: 530-13.00-10.00 Zoning: GR (General Residential) Zoning District. Staff are awaiting agency approvals.

COUNTY ADMINISTRATIVE OFFICES 2 THE CIRCLE I PO BOX 417 GEORGETOWN, DELAWARE

YES NO Owner Heron Address 1 Acevedo, Hermen & Sonja 30410 E Barrier Reef 1 Alia, Anthony & Kathleen 30010 W Barrier Reef 1 Allen, Michael & Margaret 30168 Regatta Bay Andrews, Jim & Maria 30180 Regatta Bay 1 Angelucci, Raymond & Phyllis 21145 Sand Dollar 1 Arno/ Garnet 21186 Sand Dollar 1 Arnst, Megan 29991 Crocodile Cove 1 Atsalis, Gus & Kalliope 21092 Emerald Isle 1 Baker, Frances aka Cooter Sunrise LLC*** 30327 Clamshell Lane Barbieri, Maria 30414 E Barrier Reef 1 Becker, Suzanne 21154 Sand Dollar Beeson, Harold & Alana 21265 Alligator 1 Bizenzza, Irene 21085 Emerald Isle 1 Blades, Bryan & Suzana 30340 Clamshell Lane 1 Bledsoe, Janet 21260 Alligator 1 Bonner, John & Mary Anne 30419 E Barrier Reef 1 Bott/English 29999 W Barrier Reef 1 Bourbonnais, Paula 30176 Regatta Bay 1 Bowers, Mark & Nancy 30018 W. Barrier Reef 1 Brase, Sheila 29989 W Barrier Reef Brautigan Kim & Kathy 21151 Sand Dollar Breslin, Peter & Anita 21101 Emerlad Isle 1 Brody, Joyce 21155 Sand Dollar Bromwell, James 30210 Regatta Bay 1 Brooks, Leonard 30221 Regatta Bay Brotz, David & Dreamalee 30145 Regatta Bay 1 Brown/Choquette 30217 Regatta Bay Byers, William & Debra 29811 Pelican Point 1 Campo, Joseph & Gertrude 30062 W Barrier Reef 1 Campo, Rosario Sal 30048 W Barrier Reef Carey, Lisa 21082 Emerald Isle Cassol/Ayers 21109 Emerald Isle 1 Cholak, Phillip & Kathryn 21148 Sand Dollar 1 Cifone/Digiorgio 30060 W Barrier Reef Clary, Charles & Tracy 30050 W Barrier Reef Coleman, Vincent 30044 W Barrier Reef 1 Comiski, Robbin 21088 Emerald Isle Connell, Barbara 21202 Sand Dollar 1 Consalvo, Charles & Joy 21167 Sand Dollar 1 Corby, Robert & Ellen 21128 Sand Dollar 1 Cunningham, Stephen & Deborah 30014 W Barrier Reef 1 Currier, Alicia 30424 E Barrier Reef Cusack, Katherine 30416 E Barrier Reef 1 Dagg, Kevin & Paige 29982 Crocodile Cove 1 Dalrymple, Catherine 30038 W Barrier Reef 1 Dancsecs, Bruce 21129 Sand Dollar 1 Davall, Normajane 30350 Clamshell Lane 1 Davino, John & Janice 21094 Emerald Isle 1 Davis, Kathleen 21176 Sand Dollar Decarlo, Barry & Barbara 30218 Regatta Bay 1 Decker, Robert & Marie 29965 Crocodile Cove 1 Deely, Michael & Rachel 30314 Clamshell Lane 1 DeMuzio, Arnold & Lois 29993 W Barrier Reef 1 Detterline, Edgar & Marie 21206 Sand Dollar 1 Dever, Albert & Margaret 30128 Regatta Bay 1 DiGiorgio/Sarubbi 30064 W Barrier Reef 1 Dimopoulos, Nikolaos & Tia Marie 21090 Atlantic Coast 1 Dolce Group 30096 Regatta Bay 1 Dorazio, Dominick & Rose 30099 W Barrier Reef 1 Drinkwine, Howard & Katherine 29974 Crocodile Cv 1 Drumheller, John & Maria 30104 Regatta Bay 1 Duda, Christy 30220 Regatta Bay 1 Dugan/DiMauro 30214 Regatta Bay Duncan, Jenifer & Gravell, Harry (Wade) 29981 Crocodile Cove 1 Dunworth, John & Carol 30069 W Barrier Reef 1 Dycio, Jason & Kimberly 30095 W Barrier Reef 1 Edwards, Timothy & Carolyn 30054 W Barrier Reef Emory, Donna 21180 Sand Dollar Emry, Max 21176 Sand Dollar 1 Ermer, Balinda 30039 W Barrier Reef 1 Evans, Kevin & Pamela 30012 W Barrier Reef 1 Fallers, Patricia 30154 Regatta Bay 1 Faries, Robert 30135 Regatta Bay 1 Fenimore, Aaron 21269 Alligator Alley 1 Ferguson, Jeffery & Theresa 21268 Alligator Ferrante Marino 30170 Regatta Bay Ferrante, Fernando & Lindsay 30174 Regatta Bay 1 Fillucco, Bernard & Joann 30422 E Barrier Reef 1 Flanagan, Joseph & Crystal 30425 E Barrier Reef 1 Flowers, Bill 30188 Regatta Bay 1 Fontana, Dominic & June Tina 29812 Pelican Point 1 Forbes, Justin 30124 Regatta Bay 1 Francione, Dorothy 30219 Regatta Bay 1 Fraulo, Donald & Marilyn 21149 Sand Dollar Gachine, Joseph 30430 E Barrier Reef 1 Gallo, Domenic & Mary 30153 Regatta Bay Galloway, Shaun 21270 Alligator 1 Gantz/Geist 29980 Crocodile Cove 1 Geldof, David & Tiffany 30148 Regatta Bay 1 Grierson, Debra & Paul 29990 Crocodile Cv 1 Hagan, William 21106 Emerald Isle 1 Haney, Eugene, Laura & Danielle 30223 Regatta Bay 1 Haney, Paul & Laura 29982 29982 W Barrier Reef 1 Harrison, Charles & Linda 30158 Regatta Bay Hartford, John & Nancy 21191 Sand Dollar 1 Hastings, Michael 21158 Sand Dollar 1 Henderson, Tyrone 30427 E Barrier Reef 1 Heyse, Carol 29961 Crocodile Cove Hickman, Diane & Willis 30118 Regatta Bay 1 Hinger, Carol 29967 Crocodile Cove 1 Hitchens, Donna 21193 Sand Dollar 1 Hodgins, Daniel 30134 Regatta Bay 1 Holubinka, Peter & Madeline 30119 Regatta Bay 1 Hudson/Broomall 30200 Regatta Bay 1 Hutchison, Kristine 30152 Regatta Bay 1 Irwin, Barry 21204 Sand Dollar 1 Jackson, Patrick & Jami 30438 E Barrier Reef Jacona, Andrew 30141 Regatta Bay Jacona, Chris & Bobbi Jacona 30140 Regatta Bay 1 Jensen, Ralph & Rosemary 21185 Sand Dollar Johnson, Winona 21089 Emerald Isle 1 Jones, Harry & June 29973 Crocodile Cove 1 Jones, Kenneth & Karen 21152 Sand Dollar 1 Jones, Phillip & Terry 30028 W Barrier Re 1 Jordan, Bill & Barbara 30121 Regatta Bay 1 Jordan, Michelle 21264 Alligator 1 Joynes, David & Elizabeth 30061 W Barrier Reef 1 Joynes, Jessica (Wall) 21259 Alligator 1 Jump, Tyler 29983 Crocodile Cove 1 Kassees, John & Shelley 30024 W Barrier Reef 1 Keller, Karen 30112 Regatta Bay 1 Kempski, Maria 30100 Regatta Bay 1 Kerstetter, Kelly 30199 Regatta Bay 1 King/Anderson 21088 Atlantic Coast 1 Koch, Kenneth & Kerry 30333 Clamshell Lane 1 Kreitzer, William & Yvonne 30329 Clamshell Lane Kuchar, Seth 30191 Regatta Bay 1 Kuehnl, Robert & Yvonne 30047 W Barrier Reef 1 Lamar, John & Connie 30053 W Barrier Reef 1 Lanouette, Shawn & Elizabeth 30151 Regatta Bay 1 Lavezzo, Richard & Donna 21177 Sand Dollar 1 Lento, Michael & Lisa 29813 Pelican Point 1 Lewis, Rich & Dawn 29964 Crocodile Cove 1 Libkey, William & Kathleen 21162 Sand Dollar Limmina, Yatze 30429 E Barrier Reef Lloyd, Richard & Darlene 30084 W Barrier Reef 1 Lopez, John & Suk Hee Elizabeth 30108 Regatta Bay 1 Lordon, Christopher 21139 Sand Dollar 1 Lowe, Carol 30190 Regatta Bay Macera, John & Dottie 20638 Hopkins 1 Mack, Richard & Casimira 29977 Crocodile Cove 1 Madeira, David & Pamela 21163 Sand Dollar Mahoney, James & Joyce 30347 Clamshell Lane 1 Manerchia, Anthony 30122 Regatta Bay 1 Manning, Elizabeth 30030 W Barrier Reef 1 Mansfield, Richard & Rose Marie 30034 W Barrier Reef 1 Martin, Ashley 30415 E Barrier Reef 1 Martin, Regina 30328 Clamshell Lane 1 Massoni, Frank & Michele 29957 Crocodile Cove 1 Matyniak, Bernard & Kimberly 21205 Sand Dollar 1 Mayo/Dyson 30206 Regatta Bay 1 McCann /Huhn 21179 Sand Dollar McClure, Casey 30138 Regatta Bay 1 McCurdy, Bill & Barbara 30131 Regatta Bay 1 McGehrin, Patrick & Victoria 30090 Regatta Bay 1 McKinney, Michael & Darlene 30057 W Barrier Reef McVey, William & Marie 21196 Sand Dollar Medina, Tomas 30209 Regatta Bay 1 Mihalca, Gheorghe & Anca 21187 Sand Dollar 1 Miksch, Gary & Carolyn 21085 Atlantic Coast 1 Miller, Mark 21263 Alligator 1 Miller, Warren 29976 Crocodile Cove 1 Miller/Adams 21161 Sand Dollar 1 Mohl, William 29987 Crocodile Cove 1 Morris, Frank 30022 W Barrier Reef Moss, Tony & Maureen 30211 Regatta Bay Neenan, Mary Jane 30116 Regatta Bay 1 New, Timothy & Erica 30088 W. Barrier Reef 1 Nicholson, Eldred & Dorothy 30115 Regatta Bay 1 Ochman, William & Debra Papa 29994 Crocodile Cv 1 Oliver, James & Mary 30066 W Barrier Reef 1 Orth, Marjorie 30102 W. Barrier Reef 1 Ossman, Roger & Ann 30198 Regatta Bay 1 Ostasewski, Joshua & Brittany 29941 Crocodile Cove 1 O'Such, Peter & Patricia 30033 W Barrier Reef 1 O'Sullivan, Ryan 21095 Emerald Isle 1 O'Sullivan, Susan 30025 W Barrier Reef 1 Paiper, John & Alice 30318 Clamshell Lane 1 Parr, Cynthia 30162 Regatta Bay Paul, Sean 30182 Regatta Bay 1 Perrera, Stephen & Marian 29986 Crocodile Cove Perry, Dwaine & Jewel 30146 Regatta Bay 1 Petuya, Janet 30212 Regatta Bay Piazza, John 30411 E Barrier Reef Pirog, Paul & Joann 30056 W Barrier Reef 1 Pollinger, Carole Lea 30167 Regatta Bay Poore, Jason & Renea 30142 Regatta Bay 1 Powell, Paul & Lillian 30404 E. Barrier Reef Powers, Jacquelyn 30175 Regatta Bay Quigley, James 21134 Sand Dollar Quinan, Bruce & Shirley 21091 Emerald Isle 1 Quinn, Ann 21097 Emerald Isle 1 Rafter, Diana 30222 Regatta Bay 1 Regar, Ralph 21201 Sand Dollar Reiter, James 30213 Regatta Bay 1 Repetti, Doug & Roberta 30147 Regatta Bay 1 Riberio, Tom & Gail 21142 Sand Dollar 1 Richmond, Clifford 21195 Sand Dollar Ritts, Anthony & Marlene 30194 Regatta Bay 1 Roccia, Robert 21098 Emerald Isle 1 Rork, Andrew & Maryann 30006 W Barrier Reef 1 Rose/Warwick 21110 Emerald Isle 1 Rosikiewicz, Alexander & Kathleen 21086 Emerald Isle 1 Russomanno, Carol 30322 Clamshell Lane 1 Ryan, Lawrence & Diana 30342 Clamshell Lane 1 Ryan, Michael & Cheryl 21203 Sand Dollar Sauers, Jeanmarie 30015 W Barrier Reef 1 Schaffner/Marselle 30042 W Barrier Reef 1 Schell, Haley 30082 W. Barrier Reef 1 Schopfer/Edmisten 30341 Clamshell Lane 1 Scott, Steve 30421 E Barrier Reef Scoular 21197 Sand Dollar 1 Semanski, Lou & Mary Lou 30179 Regatta Bay Shaffer, Michael Christian 21104 Emerald Isle 1 Shallcross, Dale & Julia 30437 E Barrier Reef 1 Shelton/McKeel 30337 Clamshell Ln 1 Smith, David & Lisa 30021 W Barrier Reef Snowden, Lynne 30139 Regatta Bay 1 Snowden-Gallagher, Julie 30126 30126 Regatta Bay 1 Soderstrom, Lisa 29985 W Barrier Reef 1 Sterbach, Jacqueline & Walter 30428 E Barrier Reef 1 Stidham, Robert 29971 Crocodile Cove Stoker, Tania 21100 Emerald Isle 1 Sugzdinis, Olga W. & Stanley G. 30106 W. Barrier Reef 1 Szewczyk, Walter and Barbara 30166 Regatta Bay 1 Taylor, Thomas & Sharon 30343 Clamshell Lane 1 Tharp, Joseph 21200 Sand Dollar 1 Tolzman, Kurt 30334 Clamshell Lane 1 Tominovich, Rose & Dan 21105 Emerald Isle 1 Truitt, Maryann 30349 Clamshell Lane Truske, Joseph & Christy 21181 Sand Dollar 1 Tucker, Robert & Patricia 29814 Pelican Point 1 Tuskweth, Elizabeth 30335 Clamshell Lane 1 Valan, Xanthus & Nicole 21132 Sand Dollar 1 VanBuskirk, Kimberly 29986 W Barrier Reef 1 Vanderveer, Diane 30011 W Barrier Reef 1 Vella/Salvitti-Vella 30043 W Barrier Reef 1 Vienneau, John & Darah 30076 W Barrier Reef 1 Vivinetti, Anthony & Rose 21262 Alligator 1 Waddell, Gary 30070 W Barrier Reef 1 Walsh, David 20640 Hopkins 1 Wann, Glenn & Rose 30072 W. Barrier Reef 1 Watson, Thomas & M. LuEllen 29809 Pelican Point 1 Wellington, Mark & Marilyn 30132 Regatta Bay 1 Welsh, John & Beverly 29810 Pelican Point 1 Wenger / Wilson 30433 E Barrier Reef 1 Wessel, Don 30420 E. Barrier Reef 1 Westray, David & Mary Beth 21175 Sand Dollar 1 Wightman, Jackie 30202 Regatta Bay 1 Willey, Martin & Monya 30434 E Barrier Reef Williams, Ellen 29966 Crocodile Cove 1 Wolfe, Karl & Margaret 21135 Sand Dollar 1 Woods, Gary & Fran 21141 Sand Dollar Wright, Robin 30071 W Barrier Reef 1 Wykpisz, John 21083 Emerald Isle 1 Yob/Lubenesky-Yob 21087 Atlantic Coast Young, Amanda 29988 Crocodile Cove 1 Zapert, John & Nancy 21157 Sand Dollar 1 Zaworski/Hamilton 21138 Sand Dollar

196 7 66 Colombiercap 262 HEIMLICH SOLAR 13831 MILE STRETCH ROAD, GREENWOOD, DELAWARE, 19950 CIVIL PLAN SET

PREPARED FOR: HEIMLICH SOLAR PARTNERS INC. PROJECT CONTACT LIST DEVELOPER/CONTRACTOR CIVIL ENGINEER (EDF RENEWABLES DISTRIBUTED SOLUTIONS, INC.) TBD TRC ENGINEERS, INC. 1430 BROADWAY, 10TH FLOOR NEW YORK, NY 10018 C/O JEFF MACHIRAN CONTACT: STEVEN MEERSMA, PE PHONE: 212.221.7840 EMAIL: [email protected] 6940 COLUMBIA GATEWAY DRIVE, SUITE 400 ELECTRICAL ENGINEER TBD COLUMBIA, MD 21046 PREPARED BY: TRC ENGINEERS INC. DRAWING INDEX SHEET SHEET TITLE NUMBER 1 COVER SHEET DATE: JULY 2021 2 NOTES AND TABLES 3 EXISTING CONDITIONS 4 SITE LAYOUT 5 NORTH ARRAY - SITE PLAN 6 WEST OF ARRAY - SITE PLAN 7 SOUTH ARRAY - SITE PLAN 8 STORMWATER PLAN 9 DETAILS 10 DETAILS 11 DETAILS

SITE LOCATION

NO. BY DATE REVISION APP'D.

SUSSEX COUNTY SITE LOCATOR NTS NTS

FOR REVIEW NOT FOR CONSTRUCTION 22x34 --- USER: BMason ATTACHED XREF'S: xref_EXIST1 IMAGES: County Aerial; Site Locator DRAWING NAME: S:\PROJECTS\EDF Renewables\Heimlich (Kratz)\CAD\002_Sheets\ 310792.0000 - TS.dwg --- PLOT DATE: June 16, 2021 10:04AM LAYOUT: COVER SHEET Version: 2017-10-21 CIVIL NOTES: 9. PRIOR TO PROOF ROLLING, COMPACT SURFACE WITH A SMOOTH-DRUM COMPACTOR IMMEDIATELY PRIOR TO PROOF 1. THE CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE ROLLING TO ENSURE THE SURFACE IS FREE OF TRACKS, RUTS, AND RIDGED MATERIAL TO PREVENT FALSE CONSTRUCTION OF THESE IMPROVEMENTS. READINGS. PROVIDE DOCUMENTATION OF THE WEIGHT OF THE LOADED TRUCK TO THE ENGINEER. PROOF ROLLING

SHALL BE PERFORMED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER OR QUALIFIED GEOTECHNICAL 10th Floor 2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AGAINST THE PROVIDED SURVEY REPRESENTATIVE USING A FULLY LOADED TANDEM AXLE DUMP TRUCK WITH A MINIMUM GROSS WEIGHT OF 25 TONS 1430 Broadway INCLUDING THE HORIZONTAL AND VERTICAL LOCATIONS OF POTENTIAL OBSTRUCTIONS INCLUDING UNDERGROUND UTILITIES. OR A FULLY LOADED WATER TRUCK WITH AN EQUIVALENT AXLE LOADING. PROOF ROLLING SHOULD BE CONDUCTED New York, NY 10018 SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO THAT THE CONFLICT CAN BE IN A MANNER SUCH THAT AFTER THE FIRST PASS SUBSEQUENT PASSES WILL HAVE ONE WHEEL CENTERED Phone: 212.221.7822 RESOLVED WITH MINIMAL DELAYS. BETWEEN THE WHEEL PATHS OF THE PREVIOUS PASS, UNTIL THE ENTIRE SURFACE OF THE PROOF ROLL AREA IS 3. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS WAS COMPILED FROM RECORD INFORMATION. NO WARRANTY IS TESTED. PROOF ROLLING ACCEPTANCE STANDARDS INCLUDE NO RUTTING GREATER THAN TWO INCHES, AND NO IMPLIED AS TO THE ACTUAL LOCATION OF EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING DEFLECTIONS (PUMPING) BEHIND THE LOADED TRUCK. UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND 10. THESE RECOMMENDATIONS SHALL BE SUBJECT TO REINTERPRETATION FOLLOW RECEIPT OF GEOTECHNICAL FEATURES. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICE THREE (3) WORKING DAYS PRIOR TO EXCAVATION. INVESTIGATION REPORT. ADDITIONALLY, CONTRACTOR SHALL CONTACT LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES.

4. ELECTRICAL, TELEPHONE, CABLE TV, GAS, AND OTHER UTILITY LINES, CABLES AND APPURTENANCES ENCOUNTERED DURING REQUIREMENTS: CONSTRUCTION THAT REQUIRE RELOCATION SHALL BE COORDINATED WITH THAT UTILITY. CONTRACTOR SHALL BE COMPACTED SUBGRADE: RESPONSIBLE FOR COORDINATION OF NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED · THE ENTIRE ACCESS DRIVE SUBGRADE SHALL BE PROOF-ROLLED PRIOR TO THE PLACEMENT OF THE FOR DELAY OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. CONTRACTOR MAY BE REQUIRED TO GEOTEXTILE AND AGGREGATE TO IDENTIFY AREAS OF UNSTABLE SUBGRADE. IF UNSTABLE SUBGRADE IS RESCHEDULE THEIR ACTIVITIES TO ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK. ENCOUNTERED SCARIFY, MOISTURE CONDITION, AND RECOMPACT SOILS TO ACHIEVE COMPACTION. 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. DAMAGE TO AGGREGATE BASE AND SUBBASE: TRC Project No: 376627.0000.0000 EXISTING UTILITY LINES CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S · AGGREGATE BASE SHALL BE PROOF ROLLED OVER THE ENTIRE LENGTH. IF PROOF ROLLING DETERMINES THAN EXPENSE. THE DRIVE IS UNSTABLE, ADDITIONAL AGGREGATE SHALL BE ADDED UNTIL THE UNSTABLE SECTION IS ABLE TO 6. CONSTRUCTION SHALL NOT OCCUR IN PUBLIC RIGHTS OF WAY, PUBLIC OR PRIVATE EASEMENTS, BEYOND THE LIMITS OF PASS A PROOF ROLL. DISTURBANCE, OR OUTSIDE THE LEASE AREA WITHOUT A PERMIT. PUBLIC OR PRIVATE PROPERTY OR IMPROVEMENTS · PROVIDE SIEVE ANALYSIS PER 2,000 CUBIC YARDS OF AGGREGATE PLACED. DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE COST OF THE CONTRACTOR. 7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE EQUIPMENT OR MATERIAL WITHIN PUBLIC RIGHTS-OF-WAY. OVERNIGHT PARKING OF CONSTRUCTION VEHICLES ON PRIVATE PROPERTY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (E.G., BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION, SHORING, ETC.). 9. PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PROPERTY CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE SIGNS, BARRICADES, WARNING LIGHTS, GUARD RAILS, AND EMPLOY FLAGGERS AS NECESSARY WHEN CONSTRUCTION INTERFERES WITH EITHER VEHICULAR OR PEDESTRIAN TRAFFIC. THESE DEVICES SHALL REMAIN IN PLACE UNTIL THE TRAFFIC MAY PROCEED NORMALLY AGAIN. 11. BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO THE APPLICABLE SECTION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), U.S. DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 12. CONTRACTOR SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS CONTROLLING POLLUTION OF THE ENVIRONMENT PRIOR TO THE START OF THE PROJECT CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY THE PERMITS OBTAINED BY OWNER. CONTRACTOR SHALL OBTAIN AND BE RESPONSIBLE FOR PERMITS REQUIRED BY THE CONTRACT DOCUMENTS. Revisions: 13. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL LOCATE, POTHOLE AND MEASURE DEPTH TO TOP OF No. Date: EXISTING, UNDERGROUND WET & DRY UTILITIES AT PROPOSED CROSSING LOCATIONS, ACCORDING TO THE CONTRACT DOCUMENTS OR AS SPECIFIED BY THE UTILITY OWNER. CONTRACTOR SHALL PROVIDE ENGINEER AND OWNER WITH AN "AS-BUILT" PLAN OF INFORMATION, AND RECEIVE FORMAL APPROVAL BEFORE STARTING WORK. 14. CONTRACTOR TO PERFORM WORK IN ACCORDANCE WITH EXISTING PROJECT PERMITS, STUDIES, AND REPORTS PROVIDED IN THE CONTRACT DOCUMENTS INCLUDING: CONDITIONAL USE, SPECIAL USE, OR OTHER LAND USE TYPE PERMITS INCLUDING THE ASSOCIATED CONDITIONS OF APPROVAL; ENVIRONMENTAL STUDIES AND REPORTS; HYDROLOGICAL STUDIES AND REPORTS; ETC. 15. CONTRACTOR SHALL DETERMINE THE SOURCE OF AND SECURE APPROVAL OF CONSTRUCTION WATER AS NECESSARY TO COMPLETE THE PROJECT. 16. CONTRACTOR SHALL MANAGE DUST, DIRT, MUD, SNOW, ETC. DURING THE CONSTRUCTION PHASE IN A SUITABLE MANNER SO AS TO NOT TO IMPACT THE COMMISSIONING, PERFORMANCE, INSPECTION, OR RELIABILITY OF EQUIPMENT, SUCH AS BUT NOT LIMITED TO: MODULES, COMBINERS, INVERTERS, TRANSFORMERS, DISCONNECTS, SWITCHGEAR, SCADA / SEEDS, WEATHER STATIONS, CONDUCTORS AND TERMINATIONS, AND TRACKERS. A. REXROAT 17. THIS PROJECT DOES NOT PROPOSE NEW WATER OR SANITARY SEWER FACILITIES. 18. THE LOCATIONS OF PROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: FENCING, SOLAR ARRAY RACKING, A. REXROAT INVERTER/TRANSFORMER STRUCTURES, OVERHEAD POLES AND LINES, ETC., SHOWN ARE APPROXIMATE AND ARE SUBJECT TO MODIFICATION DUE TO SITE CONDITIONS, ADDITIONAL PERMITTING REQUIREMENTS, EQUIPMENT SPECIFICATIONS, AND/OR OTHER CONSTRAINTS. S. MEERSMA 19. PROJECT AREA, INCLUDING CONSTRUCTION STAGING AREAS, WILL BE CLEARED AND GRUBBED AS NECESSARY, RETAINING PRE-DEVELOPMENT DRAINAGE PATTERNS TO THE MAXIMUM EXTENT POSSIBLE. CONSTRUCTION STAGING AND AREAS SUBJECT TO RUTTING DURING CONSTRUCTION WILL BE TEMPORARILY STABILIZED WITH GRAVEL OR OTHER MATERIAL APPROVED BY OWNER. 20. THE CONTRACTOR SHALL PROVIDE GENERATORS TO SUPPLY POWER FOR ACTIVITIES RELATED TO CONSTRUCTION. GENERATORS AND TEMPORARY PUMPS TO BE LOCATED IN CONTRACTOR-PROVIDED TEMPORARY SECONDARY CONTAINMENT. 21. CONTRACTOR SHALL MAINTAIN ACCESS AND UTILITY SERVICES TO EXISTING BUILDING(S) OR ADJACENT BUILDING(S) THROUGHOUT THE PROPOSED PROJECT. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE. SITE MAINTENANCE NOTES: 1. PROJECT OWNER TO MAINTAIN VEGETATION TO APPROXIMATELY 5 FEET OUTSIDE THE PROPOSED PERIMETER FENCELINE. THE REMAINDER OF THE PROPERTY IS NOT UNDER CONTROL OF THE EDF PROJECT OWNER (I.E., OUTSIDE THE LEASEHOLD) AND WILL REMAIN IN THE CONTROL OF THE PROPERTY OWNER; MOST LIKELY TO CONTINUE TO BE FARMED. GRADING NOTES: 1. WORK RELATED TO ROAD CONSTRUCTION, SITE PREPARATION, AND GRAVEL INSTALLATION, AS SHOWN ON THIS PLAN, SHALL, UNLESS OTHERWISE STATED OR PROVIDED FOR HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATION AND STATE OR LOCAL STANDARD SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOT PERFORM WORK OUTSIDE OF THE LIMITS OF DISTURBANCE EXCEPT AS REQUIRED BY THIS PLAN. 3. EXCAVATED MATERIAL (NON-HAZARDOUS OR NON-CONTAMINATED) MAY BE TEMPORARILY STOCKPILED IN AREAS 13831 MILE STRETCH ROAD

DESIGNATED BY OWNER. TOPSOIL TO BE STOCKPILED SEPARATELY. EXCESS EXCAVATED MATERIAL CAN BE SPREAD ONSITE. HEIMLICH SOLAR PROJECT CATWALK THE SPREAD MATERIAL USING DIRECTIONAL TRACKING PRACTICES, APPLY TOPSOIL, AND VEGETATE AREAS IN GREENWOOD, DELAWARE 19950

ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL PLAN. HEIMLICH SOLAR PARTNERS, LLC 4. EXCESS MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH REGULATORY AUTHORITIES. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND STATE AUTHORITIES OF LOCATION OF DISPOSAL BEFORE

MATERIAL IS REMOVED. EDF RENEWABLES DISTRIBUTED SOLUTIONS 5. A DISPOSAL SITE FOR EXCESS EXCAVATION MATERIAL AND UNSUITABLE MATERIAL AND/OR A BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED BY THE OWNER. 376627 6. FILL MATERIAL SHALL NOT CONTAIN DELETERIOUS MATERIALS OR ORGANIC MATTER. FROZEN AND FROST HEAVED SOIL IS NOT SUITABLE FOR FILL. NO ROCK OR IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 2 INCHES SHALL BE BURIED OR PLACED AS FILL UNLESS SPECIFIED OTHERWISE. AS NOTED 7. CONDUCT EARTHWORK OPERATIONS ONLY IN AREA REQUIRED FOR IMMEDIATE CONSTRUCTION ACTIVITY AND THEN ONLY IF SEDIMENT CONTROL DEVICES ARE IN PLACE. MASS CLEARING AND GRADING OF THE SITE SHALL BE AVOIDED. JUNE 2021 8. IN AREAS BELOW FOUNDATIONS SUPPORTED ON SOIL, SOIL/FILL SHOULD BE COMPACTED TO 95% OF THE MAXIMUM DRY UNIT WEIGHT DETERMINED BY THE STANDARD PROCTOR TEST AT A MOISTURE CONTENT WITHIN 2% OF THE OPTIMUM NOTES AND TABLES MOISTURE CONTENT. COMPACT AGGREGATE AND GRAVEL TO THE SAME REQUIREMENTS OF FILL TO THE GRADES AND SLOPES FOR REVIEW SHOWN ON DRAWINGS. IN OTHER AREAS WITHOUT COMPACTION OR PROOF ROLLING CRITERIA, SOIL/FILL SHOULD BE NOT FOR CONSTRUCTION COMPACTED TO A MINIMUM 90% OF THE MAXIMUM DRY UNIT WEIGHT DETERMINED BY THE STANDARD PROCTOR TEST. 2 DRAWING NAME: S:\PROJECTS\EDF Renewables\Heimlich (Kratz)\CAD\002_Sheets\ 310792.0000 - GN.dwg --- PLOT DATE: June 16, 2021 10:04AM LAYOUT: GN SITE LOCATION 2 1 7 22 10th Floor 1430 Broadway New York, NY 10018 15 Phone: 212.221.7822 3 6 4

54 376627.0000.0000 5 CHAMPION LANE S 54°57'36" E 178.20' 14 207.90'

47' N 60°47'24" E

47' R/W FROM CENTERLINE TRC Project No: 8 21 10' SETBACK

10' SETBACK 10 0 2 4 mi 80' GRUBBY NECK BRANCH GRUBBY NECK MAIN 12 48 9 13 49 20 N 57°20'24" E 1882.59' 11 TAX DITCH CHANNEL: GRUBBY NECK PRONG 5 S 56°06'15" E 2351.57' LEGEND STONE LANE 48 49' 49' R/W FROM CENTERLINE 17 SYMBOL DESCRIPTION EXISTING PROPERTY LINE 49' R/W FROM CENTERLINE

80' R/W FROM TOP OF BANK AGRICULTURAL DITCH #1 TRC DELINEATED WETLANDS 19 GRUBBY NECK PRONG 5 DITCH

16 50 50 EXISTING ABUTTER PROPERTY LINE 49 51 TAX DITCH RIGHT-OF-WAY LIMIT 48 49' 10' SETBACK

50 51

24.48' 50 NOTES

40' SETBACKSTATE HIGHWAY DEPT. 10' SETBACK

N 27°28'38" W 25' EASEMENT 50

315.89' DB.610, P.266 TULL GROUP LLC 1. THE PROJECT HORIZONTAL COORDINATES SYSTEM IS BASED ON NAD83 18 Z Revisions: 10' SETBACK DELAWARE STATE PLANE (2011, US SURVEY FEET). 530-13.00-10.10 49 275.00' N 27°28'38"10' SETBACK W 2. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, No. Date: TULL GROUP LLC EXISTING BUILDINGS, AND SETBACKS TAKEN FROM SURVEY LAST REVISED 49 50 1 07-29-21 S 62°31'22"25.00' W 300.00' TULL GROUP LLC 01/26/2021 BY GREENMAN-PEDERSEN, INC. DE PROFESSIONAL LAND 530-13.00-10.00 SURVEYOR NO. S6-0000787. Z 530-13.00-10.09 3. ADJOINING PROPERTY OWNER INFORMATION SHOWN ARE FROM SUSSEX 51 50 COUNTY GIS PORTAL. 49 (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) 47' R/W FROM CENTERLINE S 22°26'19" E 52.80' 4. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN GRUBBY NECK PRONG 4 DITCH Z (REFERENCE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). 23 10' SETBACK 47' 25.00' 5. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY N 62°31'22"275.00' E 47' CONTRACTOR. DIG SAFELY DELAWARE (811) SHALL BE NOTIFIED A STATE HIGHWAY DEPT. 25' EASEMENT 48 MINIMUM OF 72-HOURS PRIOR TO COMMENCING ANY EXCAVATION. DB.610, P.266 MILEZ STRETCHPROPOSED ROAD 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. 47' R/W FROM CENTERLINE INGRESS AND EGRESS FINAL DESIGN SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, 24 49 AND POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S TAX DITCH CHANNEL: GRUBBY NECK PRONG 4 Z EASEMENT AGRICULTURAL DITCH #2 32'

48 REVIEW. A. REXROAT 25 50 32' R/W FROM CL N 27°28'46" W 869.91' 10' SETBACK A. REXROAT

26 AGRICULTURAL DITCH #3 S. MEERSMA

40' SETBACK Z

27 OVERHEAD UTILITY LINES C/L 30' EASEMENT DB.4898, P.291

28 Z 10' SETBACK 10' SETBACK S 62°32'29"275.00' W 25.00' 29 31 80' S 57°33'41" W 3023.52'

N 27°27'31" W 874.05'

30 33 80' R/W FROM TOP OF BANK 32 35 TAX DITCH CHANNEL: GRUBBY NECK PRONG 4 34 DITCH 36 37

43 10' SETBACK 38 39 10.00' 13831 MILE STRETCH ROAD

40 HEIMLICH SOLAR PROJECT GREENWOOD, DELAWARE 19950

41 HEIMLICH SOLAR PARTNERS, LLC BEE BRANCH 42 44 53 EDF RENEWABLES DISTRIBUTED SOLUTIONS 46 ALPHA STREET

BROAD AVENUE 376627

47 THELMA STREET

AS NOTED

45 LINDA COURT JUNE 2021 49 SCALE: 1" = 200' EXISTING CONDITIONS FOR REVIEW 0 100'200' 200'400' 52 NOT FOR CONSTRUCTION 48 SHEET SIZE: 24" BY 36" 50 (DRAWING MAY BE PRINTED AT REDUCED SIZE) 3 ADAMS ROAD DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\New CAD files from S drive\ EDF_Kratz_Site Plan w Tax Ditch Buffers.dwg --- PLOT DATE: July 29, 2021 2:58PM LAYOUT: Existing Features 51 LESTER AVENUE SYSTEM SUMMARY AZIMUTH (°) 180

ARRAY TILT ANGLE (+/-°) 60 10th Floor PITCH (FT)

42.5000 1430 Broadway GROUND COVERAGE RATIO (%) 34 New York, NY 10018 Phone: 212.221.7822 MODULES PER TRACKER / RACK 54 MODULE WATTAGE (W) 400 450 QUANTITY OF MODULES 4968 8748 QUANTITY OF MODULES PER STRING 27 RATED DC POWER (kWDC) 5923.80

RATED AC POWER (kWAC) 4500 376627.0000.0000 REAR YARD CHAMPION LANE S 54°57'36" E DEPTH AREA WITHIN FENCE (ACRES) 31.8000 178.20' LENGTH OF FENCE (FT) 4882.1000 207.90' NET DEVELOPMENT AREA (ACRES) 31.8000

47' N 60°47'24" E

47' R/W FROM CENTERLINE LEGEND TRC Project No: SYMBOL DESCRIPTION 10' SETBACK EXISTING PROPERTY LINE 10' SETBACK

80' ZONED AGRICULTURAL TRC DELINEATED WETLAND

GRUBBY NECK MAIN RESIDENTIAL 48 PROPOSED PROJECT FENCE (7 FEET HIGH) ZONED GENERAL RESIDENTIAL 49 PROPOSED GRAVE ACCESS DRIVEWAY

PROPOSED UNDERGROUND CIRCUIT N 57°20'24" E 1882.59' LOD S 56°06'15" E 2351.57' STONE LANE 49' R/W FROM CENTERLINE OE OE LOD 48 49' PROPOSED OVERHEAD LINE

PROPOSED OVERHEAD POLES LOD 49' R/W FROM CENTERLINE LOD EXISTING MAJOR CONTOUR (FEET) 80' R/W FROM TOP OF BANK AGRICULTURAL DITCH #1 GRUBBY NECK PRONG 5 DITCH LOD EXISTING MINOR CONTOUR (FEET)

50 50 49 ZONED GENERAL 51 RESIDENTIAL TAX DITCH RIGHT-OF-WAY LIMIT

48 49' 10' SETBACK LOD LOD LIMITS OF DISTURBANCE

LOD LOD 49

50 51 LOD 24.48' 50

40' SETBACKSTATE HIGHWAY DEPT. 10' SETBACK

N 27°28'38" W 25' EASEMENT 50

315.89' DB.610, P.266 Z Revisions: 10' SETBACK 49

275.00' N 27°28'38"10' SETBACK W No. Date: LOD 49 LOD 50 ZONED GENERAL 1 06-09-21 S 62°31'22"25.00' W 300.00' RESIDENTIAL 2 07-22-21 Z LOD 3 07-29-21 EXISTING 51 50 PROPERTY LINE LIMITS OF DISTURBANCE 49 PROPOSED TURNAROUND DESIGNED IN FRONT YARD 47' R/W FROM CENTERLINE S 22°26'19" E 52.80' ACCORDANCE WITH DELAWARE STATE GRUBBY NECK PRONG 4 DITCH Z LOD DEPTH LOD 10' SETBACK FIRE PREVENTION REGULATIONS 47' 25.00' N 62°31'22"275.00' E 47' STATE HIGHWAY DEPT. 25' EASEMENT 48 LOD DB.610, P.266 MILEZ STRETCHPROPOSED ROAD 47' R/W FROM CENTERLINE

INGRESS AND EGRESS

DAS UPS

LOD Z EASEMENT LOD AGRICULTURAL DITCH #2 32' 48 A. REXROAT

50 32' R/W FROM CL KNOXBOX MOUNTED ON N 27°28'46" W 869.91' UG 10' SETBACK STEEL BOLLARD UG A. REXROAT

CULVERT INVERT TO MATCH Z UG LOD EXISTING DITCH FLOW LINE UG AGRICULTURAL DITCH #3 UG UG PROPOSED SITE ENTRANCE OE UGLOD UG LOD S. MEERSMA

OE 40' SETBACK Z DOUBLE SWING GATE OVERHEAD UTILITY LINES C/L 30' EASEMENT DB.4898, P.291 NOTES APPROXIMATE Z 10' SETBACK 10' SETBACK 1. AREAS OUTSIDE FENCE TO REMAIN AS OPEN SPACE. POINT OF INTERCONNECTION 2. ADJOINING PROPERTY OWNER INFORMATION SHOWN ARE FROM SUSSEX COUNTY GIS AT 12.47KV FEEDER S 62°32'29"275.00' W ZONED GENERAL PORTAL. RESIDENTIAL 25.00' 80' S 57°33'41" W 3023.52' (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) PROPOSED 3. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN (REFERENCE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). UTILITY METER POLE N 27°27'31" W 874.05' 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG SAFELY DELAWARE (811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO PROPOSED COMMENCING ANY EXCAVATION. 80' R/W FROM TOP OF BANK UTILITY GOAB SWITCH 5. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, EXISTING BUILDINGS, AND SETBACKS TAKEN FROM SURVEY LAST REVISED 01/26/2021 BY GREENMAN-PEDERSEN, INC. DE PROFESSIONAL LAND SURVEYOR NO. S6-0000787. ZONED GENERAL PROPOSED 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL DESIGN PROJECT METER POLE RESIDENTIAL SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, AND POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. PROPOSED DITCH 7. THE SUSSEX COUNTY PLANNING DEPARTMENT REFERENCE NUMBER IS 2251. PROJECT RISER POLE 8. NO SOURCE OF WATER IS AVAILABLE AT THE SITE OR IMMEDIATE AREA TO SUPPORT FIRE FIGHTING. 9. NO BUILDINGS ARE EXISTING OR PROPOSED. ZONED GENERAL 10' SETBACK 10. APPLICANT: HEIMLICH SOLAR PARTNERS LLC (EDF RENEWABLES) RESIDENTIAL JEFF MACHIRAN 15-FOOT WIDE GRAVEL 6940 COLUMBIA GATEWAY DRIVE, SUITE 400 10.00'

ACCESS ROAD COLUMBIA, MD 21046 13831 MILE STRETCH ROAD

OWNER: TULL GROUP, LLC HEIMLICH SOLAR PROJECT P.O. BOX 418 GREENWOOD, DELAWARE 19950 SEAFORD, DE 19973 HEIMLICH SOLAR PARTNERS, LLC EDF RENEWABLES DISTRIBUTED SOLUTIONS

ALPHA STREET STANDARD BARRICADE

BROAD AVENUE PROPOSED EQUIPMENT 376627 PADS (TYP.) THELMA STREET

AS NOTED

LINDA COURT JUNE 2021

SCALE: 1" = 200' SITE LAYOUT FOR REVIEW 0 200'100' 400'200' NOT FOR CONSTRUCTION SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 4 ADAMS ROAD DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\New CAD files from S drive\ EDF_Kratz_Site Plan w Tax Ditch Buffers.dwg --- PLOT DATE: July 29, 2021 2:58PM LAYOUT: Site LESTER AVENUE SCALE: 1" = 100' SHEET 1 0 100' 200' SYSTEM SUMMARY SHEET SIZE: 24" BY 36" AZIMUTH (°) 180 (DRAWING MAY BE PRINTED AT REDUCED SIZE) ARRAY TILT ANGLE (+/-°) 60 10th Floor

PITCH (FT) 42.5000 1430 Broadway New York, NY 10018

GROUND COVERAGE RATIO (%) 34 Phone: 212.221.7822 MODULES PER TRACKER / RACK 54 MODULE WATTAGE (W) 400 450 QUANTITY OF MODULES 4968 8748 QUANTITY OF MODULES PER STRING 27 RATED DC POWER (kWDC) 5923.80 376627.0000.0000 RATED AC POWER (kWAC) 4500 AREA WITHIN FENCE (ACRES) 31.8000 LENGTH OF FENCE (FT) 4882.1000 NET DEVELOPMENT AREA (ACRES) 31.8000 TRC Project No:

LEGEND SYMBOL DESCRIPTION

EXISTING PROPERTY LINE

TRC DELINEATED WETLAND

PROPOSED PROJECT FENCE

PROPOSED GRAVE ACCESS DRIVEWAY

PROPOSED UNDERGROUND CIRCUIT

OE OE PROPOSED OVERHEAD LINE

PROPOSED OVERHEAD POLES

EXISTING MAJOR CONTOUR (FEET)

EXISTING MINOR CONTOUR (FEET)

REAR YARD TAX DITCH RIGHT-OF-WAY LIMIT DEPTH LOD LIMITS OF DISTURBANCE CHAMPION LANE S 54°57'36" E 178.20' Revisions: No. Date: 207.90' 1 06-09-21 2 07-22-21 N 60°47'24" E 3 07-29-21

10' SETBACK

10' SETBACK NOTES 1. AREAS OUTSIDE FENCE TO REMAIN AS OPEN SPACE. 2. ADJOINING PROPERTY OWNER INFORMATION SHOWN ARE FROM SUSSEX COUNTY GIS PORTAL. A. REXROAT (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) 3. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN (REFERENCE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). A. REXROAT 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG SAFELY GRUBBY NECK MAIN DELAWARE (811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO COMMENCING ANY 48 EXCAVATION. 5. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, EXISTING BUILDINGS, AND SETBACKS TAKEN FROM SURVEY LAST REVISED 01/26/2021 BY GREENMAN-PEDERSEN, INC. DE S. MEERSMA PROFESSIONAL LAND SURVEYOR NO. S6-0000787. 49 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL DESIGN SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, AND POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. 7. THE SUSSEX COUNTY PLANNING DEPARTMENT REFERENCE NUMBER IS 2251. 8. NO SOURCE OF WATER IS AVAILABLE AT THE SITE OR IMMEDIATE AREA TO SUPPORT FIRE FIGHTING. LOD 9. NO BUILDINGS ARE EXISTING OR PROPOSED. 10. APPLICANT: HEIMLICH SOLAR PARTNERS LLC (EDF RENEWABLES) JEFF MACHIRAN 6940 COLUMBIA GATEWAY DRIVE, SUITE 400 N 57°20'24" E 1882.59' COLUMBIA, MD 21046 LOD LOD OWNER: TULL GROUP, LLC STONE LANE P.O. BOX 418 48 SEAFORD, DE 19973

LOD LOD

SHEET 1 EXISTING LOD PROPERTY LINE LOD AGRICULTURAL DITCH #1

LOD LOD GRUBBY NECK PRONG 5 DITCH 48 SHEET 2

48 50 50 LOD LOD 49

50 50 49 51

50 51 13831 MILE STRETCH ROAD

51 50 LOD 50

49 HEIMLICH SOLAR PROJECT MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 1

49 50

MATCHLINE SEE SHEET 3 GREENWOOD, DELAWARE 19950 MATCHLINE SEE SHEET 1 Z LIMITS OF LOD 51 50 49 LOD DISTURBANCE Z HEIMLICH SOLAR PARTNERS, LLC

48 Z

UPS DAS 10' SETBACK T R E E L I N E 49 Z

48 50

Z LOD LOD Z LOD

Z EDF RENEWABLES DISTRIBUTED SOLUTIONS MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 3 FRONT YARD LOD LOD LOD 49 DEPTH

50 51 24.48' 50

LOD 376627 40' SETBACK LOD

N 27°28'38" W 50 SHEET 3 AS NOTED

315.89' Z 10' SETBACK JUNE 2021 LOD 49 LOD NOT TO SCALE 275.00' N 27°28'38"10' SETBACK W MATCHLINE SEE SHEET 2 NORTH ARRAY - SITE FOR REVIEW PLAN 49 LOD 0 100' 200' 50 NOT FOR CONSTRUCTION S 62°31'22"25.00' W 300.00' SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 5 LOD MATCHLINE SEE SHEET 3 DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\New CAD files from S drive\ EDF_Kratz_Site Plan w Tax Ditch Buffers.dwg --- PLOT DATE: July 29, 2021 2:58PM LAYOUT: Site 1 LOD SCALE: 1" = 100' SHEET 2 0 100' 200' SYSTEM SUMMARY 10' SETBACK SHEET SIZE: 24" BY 36" AZIMUTH (°) 180 (DRAWING MAY BE PRINTED AT REDUCED SIZE) ARRAY TILT ANGLE (+/-°) 60 10th Floor

PITCH (FT) 42.5000 1430 Broadway New York, NY 10018

LEGEND SYMBOL DESCRIPTION

EXISTING PROPERTY LINE

TRC DELINEATED WETLAND REAR YARD DEPTH PROPOSED PROJECT FENCE

PROPOSED GRAVE ACCESS DRIVEWAY

PROPOSED UNDERGROUND CIRCUIT

OE OE PROPOSED OVERHEAD LINE

PROPOSED OVERHEAD POLES

EXISTING MAJOR CONTOUR (FEET)

EXISTING MINOR CONTOUR (FEET)

TAX DITCH RIGHT-OF-WAY LIMIT

LOD LIMITS OF DISTURBANCE 10' SETBACK Revisions:

No. Date: 1 06-09-21 2 07-22-21 3 07-29-21 MATCHLINE SEE SHEET 1

NOTES 1. AREAS OUTSIDE FENCE TO REMAIN AS OPEN SPACE. 2. ADJOINING PROPERTY OWNER INFORMATION SHOWN ARE FROM SUSSEX COUNTY GIS PORTAL. A. REXROAT (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) 3. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN (REFERENCE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). A. REXROAT GRUBBY NECK PRONG 4 DITCH 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG SAFELY DELAWARE (811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO COMMENCING ANY EXCAVATION. 5. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, EXISTING BUILDINGS, AND SETBACKS TAKEN FROM SURVEY LAST REVISED 01/26/2021 BY GREENMAN-PEDERSEN, INC. DE S. MEERSMA PROFESSIONAL LAND SURVEYOR NO. S6-0000787. 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL DESIGN SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, AND POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. 7. THE SUSSEX COUNTY PLANNING DEPARTMENT REFERENCE NUMBER IS 2251. 8. NO SOURCE OF WATER IS AVAILABLE AT THE SITE OR IMMEDIATE AREA TO SUPPORT FIRE FIGHTING. 9. NO BUILDINGS ARE EXISTING OR PROPOSED. 10. APPLICANT: HEIMLICH SOLAR PARTNERS LLC (EDF RENEWABLES) JEFF MACHIRAN 6940 COLUMBIA GATEWAY DRIVE, SUITE 400 AGRICULTURAL COLUMBIA, MD 21046 OWNER: TULL GROUP, LLC DITCH #3 P.O. BOX 418 SEAFORD, DE 19973

SHEET 1

10' SETBACK

48 SHEET 2

LOD 48

50 50 49 51

50 51

13831 MILE STRETCH ROAD

50 LOD 50

49 HEIMLICH SOLAR PROJECT MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 1

49 50

MATCHLINE SEE SHEET 3 GREENWOOD, DELAWARE 19950 MATCHLINE SEE SHEET 1 Z

51 50 49 LOD Z HEIMLICH SOLAR PARTNERS, LLC

UPS DAS

48 50

Z LOD

Z EDF RENEWABLES DISTRIBUTED SOLUTIONS MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 3

376627

SHEET 3 AS NOTED

JUNE 2021

EXISTING NOT TO SCALE MATCHLINE SEE SHEET 3 PROPERTY LINE WEST OF ARRAY - SITE PLAN FOR REVIEW 0 100' 200' NOT FOR CONSTRUCTION SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 6 DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\New CAD files from S drive\ EDF_Kratz_Site Plan w Tax Ditch Buffers.dwg --- PLOT DATE: July 29, 2021 2:58PM LAYOUT: Site 2 10' SETBACK

MATCHLINE SEE SHEET 3 LOD MATCHLINE SEE SHEET 1 Z SYSTEM SUMMARY 51 50 LOD AZIMUTH (°) 180 49 ARRAY TILT ANGLE (+/-°) 60 10th Floor LOD PITCH (FT) 42.5000 1430 Broadway LOD New York, NY 10018

GROUND COVERAGE RATIO (%) 34 Phone: 212.221.7822 Z MODULES PER TRACKER / RACK 54 10' SETBACK LOD MODULE WATTAGE (W) 400 450

QUANTITY OF MODULES 4968 8748 LOD QUANTITY OF MODULES PER STRING 27 LOD RATED DC POWER (kWDC) 5923.80 376627.0000.0000 48 RATED AC POWER (kWAC) 4500 MILEZ STRETCH ROAD AREA WITHIN FENCE (ACRES) 31.8000 LOD LENGTH OF FENCE (FT) 4882.1000 EXISTING LIMITS OF

PROPERTY LINE DISTURBANCE NET DEVELOPMENT AREA (ACRES) 31.8000

DAS UPS LOD LOD

PROPOSED EQUIPMENT TRC Project No: 49 PADS (TYP.)

Z AGRICULTURAL DITCH #2 LEGEND

SYMBOL DESCRIPTION 50 LOD

LOD UG EXISTING PROPERTY LINE

UG TRC DELINEATED WETLAND

UG LOD KNOXBOX MOUNTED ON UG PROPOSED PROJECT FENCE STEEL BOLLARD CULVERT INVERT TO MATCH Z UG UG PROPOSED GRAVE ACCESS DRIVEWAY EXISTING DITCH FLOW LINE LOD LOD

UG UG AGRICULTURAL DITCH #3 PROPOSED UNDERGROUND CIRCUIT UG UG UG UG UG UG OE OE UG UG LOD LOD LOD OE OE PROPOSED OVERHEAD LINE PROPOSED SITE ENTRANCE OE OE PROPOSED OVERHEAD POLES 40' SETBACK OE Z EXISTING MAJOR CONTOUR (FEET)

APPROXIMATE EXISTING MINOR CONTOUR (FEET) POINT OF INTERCONNECTION AT 12.47KV FEEDER TAX DITCH RIGHT-OF-WAY LIMIT

PROPOSED LOD LIMITS OF DISTURBANCE UTILITY METER POLE

Z 10' SETBACK Revisions: PROPOSED 10' SETBACK UTILITY GOAB SWITCH No. Date: 1 06-09-21 PROPOSED 07-22-21 PROJECT METER POLE 2

MATCHLINE SEE SHEET 2 3 07-29-21 PROPOSED PROJECT RISER POLE

DOUBLE SWING GATE

FRONT YARD DEPTH NOTES 1. AREAS OUTSIDE FENCE TO REMAIN AS OPEN SPACE. 2. ADJOINING PROPERTY OWNER INFORMATION SHOWN ARE FROM SUSSEX COUNTY GIS PORTAL. A. REXROAT STANDARD BARRICADES (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) 3. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN (REFERENCE FLOOD INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). A. REXROAT 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG SAFELY DELAWARE (811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO COMMENCING ANY EXCAVATION. 5. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, EXISTING BUILDINGS, AND SETBACKS TAKEN FROM SURVEY LAST REVISED 01/26/2021 BY GREENMAN-PEDERSEN, INC. DE S. MEERSMA PROFESSIONAL LAND SURVEYOR NO. S6-0000787. 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL DESIGN SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, DITCH EQUIPMENT PURCHASED, AND POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. 7. THE SUSSEX COUNTY PLANNING DEPARTMENT REFERENCE NUMBER IS 2251. 8. NO SOURCE OF WATER IS AVAILABLE AT THE SITE OR IMMEDIATE AREA TO SUPPORT FIRE FIGHTING. 9. NO BUILDINGS ARE EXISTING OR PROPOSED. 10. APPLICANT: HEIMLICH SOLAR PARTNERS LLC (EDF RENEWABLES) JEFF MACHIRAN 6940 COLUMBIA GATEWAY DRIVE, SUITE 400 COLUMBIA, MD 21046 OWNER: TULL GROUP, LLC P.O. BOX 418 10' SETBACK SEAFORD, DE 19973

SHEET 1

48 SHEET 2

LOD 48

50 50 49 51

50 51

13831 MILE STRETCH ROAD

50 LOD 50

49 HEIMLICH SOLAR PROJECT MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 1

49 50

MATCHLINE SEE SHEET 3 GREENWOOD, DELAWARE 19950 MATCHLINE SEE SHEET 1 Z

51 50 49 LOD Z HEIMLICH SOLAR PARTNERS, LLC

UPS DAS

48 50

Z LOD

Z EDF RENEWABLES DISTRIBUTED SOLUTIONS MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 3

376627

SHEET 3 AS NOTED

JUNE 2021

NOT TO SCALE SCALE: 1" = 100' SOUTH ARRAY - SITE 0 100' 200' PLAN FOR REVIEW 0 100' 200' SHEET SIZE: 24" BY 36" NOT FOR CONSTRUCTION (DRAWING MAY BE PRINTED AT REDUCED SIZE) SHEET SIZE: 24" BY 36" (DRAWING MAY BE PRINTED AT REDUCED SIZE) 7

DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\New CAD files from S drive\ EDF_Kratz_Site Plan w Tax Ditch Buffers.dwg --- PLOT DATE: July 29, 2021 2:58PM LAYOUT: Site 3 SHEET 3 DRAWING NAME: \\nyc-fp1\Shared\Projects\376627 - EDF Delaware\Heimlich (Kratz)\TRC Working Drawings\ EDF_Kratz_Site Plan w Tax Ditch Buffers - Stormwater Plan.dwg --- PLOT DATE: April 23, 2021 - 3:28PM --- LAYOUT: Site Plan PROPERTY LINE CONCRETE WASHOUT FRONT YARD HbA STABILIZED CONSTRUCTION PROPOSED SITE ENTRANCE

WdcA STONE LANE

CHAMPION LANE EXISTING

STATE HIGHWAY DEPT.

315.89' DEPTH W 27°28'38" N 25' EASEMENT DB.610, P.266 DOUBLE SWING GATE

POINT OF INTERCONNECTION 24.48'

Z 40' SETBACK 40' PROPOSED EQUIPMENT STANDARD BARRICADE PROJECT METER POLE STATE HIGHWAY DEPT. UTILITY GOAB SWITCH PROJECT RISER POLE UTILITY METER POLE ENTRANCE WdcA AT 12.47KV FEEDER 25' EASEMENT DB.610, P.266 S 62°31'22" W Z 10' SETBACK

275.00' APPROXIMATE

25.00'

PADS (TYP.) PROPOSED PROPOSED PROPOSED PROPOSED MILE STRETCH ROAD STRETCH MILE

25.00'

Z 10' SETBACK

N 62°31'22" E

N 27°28'46" W 869.91' W 27°28'46" N 10' SETBACK INGRESS AND EGRESS AND INGRESS

300.00'

Z PROPOSED

N 27°28'38" W W 27°28'38" N GRUBBY NECK PRONG 5 DITCH

EASEMENT 275.00' 10' SETBACK 10'

Z WdcA

OE Z

50 40' SETBACK 40'

80' R/W FROM TOP OF BANK

Z OE 51 50

OVERHEAD UTILITY LINES N 57°20'24" E

S 62°32'29" W

C/L 30' EASEMENT

DB.4898, P.291 25.00' 275.00' 49

UG 50

10' SETBACK UG

1882.59'

UG 10' SETBACK 10'

49 N 27°27'31" W 874.05' W 27°27'31" N

UG 48 50 80'

UG 10.00' HbA UG AGRICULTURAL DITCH #1

10' SETBACK

WdcA 50

HbA 48 47'

10' SETBACK

47' R/W FROM CENTERLINE FROM R/W 47'

SILT FENCE

S 54°57'36" E 54°57'36" S

178.20' 49

AGRICULTURAL DITCH #2 50

N 60°47'24" E DITCH

207.90'

48 49

80' R/W FROM TOP OF BANK 51 50

AGRICULTURAL DITCH #3 51 50

48 GRUBBY NECK MAIN NECK GRUBBY

10' SETBACK 10' MmA 80'

DEPTH REAR YARD 49' R/W FROM CENTERLINE FROM R/W 49' 49' HbA S 57°33'41" W

WddA 49' R/W FROM CENTERLINE FROM R/W 49' CONCRETE WASHOUT DETAIL

3023.52' NTS

49' 2351.57' E 56°06'15" S

32' R/W FROM CL FacA 32' 2021-445

10' SETBACK

47' R/W FROM CENTERLINE

47' 47'

47' R/W FROM CENTERLINE

GRUBBY NECK PRONG 4 DITCH

4/26/2021 10' SETBACK 10'

S 22°26'19" E 52.80'

BROAD AVENUE BROAD ALPHA STREET ALPHA STABILIZED CONSTRUCTION SILT FENCE DETAIL ENTRANCE DETAIL NTS NTS I, THE UNDERSIGNED, CERTIFY THAT ALL LAND CLEARING, CONSTRUCTION AND DEVELOPMENT EROSION AND SEDIMENT CONTROL NOTES PERSONNEL (I.E., BLUE CARD HOLDER) INVOLVED IN THE LAND DISTURBANCE WILL HAVE A GENERAL NOTES CONSTRUCTION. IN ADDITION, I GRANT THE DNREC SEDIMENT AND STORMWATER PROGRAM CERTIFICATION OF TRAINING PRIOR TO INITIATION THE PROJECT, AT A DNREC SPONSORED OR SHALL BE DONE PURSUANT TO THE APPROVED STANDARD PLAN AND THAT RESPONSIBLE APPLICANT PRINTED NAME: APPLICANT PRINTED NAME: APPLICANT SIGNATURE: AND/OR THE RELEVANT DELEGATED AGENCY RIGHT TO CONDUCT ON-SITE REVIEWS. APPROVED TRAINING COURSE FOR THE CONTROL OF EROSION AND SEDIMENT DURING .THE DNREC SEDIMENT AND STORMWATER PROGRAM (OR DELEGATED AGENCY) SHALL BE 1. AREAS OUTSIDE FENCE TO REMAIN AS OPEN SPACE. 1. .APPROVAL OF A SEDIMENT AND STORMWATER MANAGEMENT PLAN DOES NOT GRANT OR 7. .BEST AVAILABLE TECHNOLOGY (BAT) SHALL BE EMPLOYED TO MANAGE TURBID 9. THE CONTRACTOR SHALL AT ALL TIMES PROTECT AGAINST SEDIMENT OR DEBRIS LADEN 8. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL COMPLY WITH THE DELAWARE 5. IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL SEDIMENT AND 3. TOPOGRAPHY, PROPERTY BOUNDARIES, PARCEL IDENTIFICATION, EXISTING BUILDINGS, 5. SITE IS NOT LOCATED IN A 100-YEAR OR 500-YEAR FLOOD PLAIN (REFERENCE 3. .AT ANY TIME A DEWATERING OPERATION IS USED, IT SHALL BE PREVIOUSLY APPROVED BY 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL 6. .ADJOINING PROPERTY 2. 2. .FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT TEMPORARY 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG 4. IMPLY A RIGHT TO DISCHARGE STORMWATER RUNOFF. THE OWNER/DEVELOPER IS INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, AND POSSIBLE PERMIT INC. DE PROFESSIONAL LAND SURVEYOR NO. S6-0000787. INSURANCE RATE MAP (FIRM) NUMBER 10005C0115K). DISCHARGES IN ACCORDANCE WITH REQUIREMENTS OF 7. DEL C. CH 60, REGULATIONS HALF OF THE EFFECTIVE CAPACITY CONTROL. IN ADDITION, CONTRACTOR DAILY AND ADJUSTED OR REPAIRED TO FULLY CONTAIN CONTROL SEDIMENT FROM RUNOFF OR WIND FROM LEAVING THE SITE. PERIMETER CONTROLS SHALL BE CHECKED RESPONSIBLE FOR ACQUIRING ANY AND ALL AGREEMENTS, EASEMENTS, ETC., EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. DNREC OR THE DELEGATED AGENCY. REGULATIONS, NOR SHALL IT RELIEVE THE CONTRACTOR FROM ERRORS OR OMISSIONS IN REVIEW AND/OR APPROVAL OF THE SEDIMENT AND STORMWATER MANAGEMENT PLAN PORTAL. DO SO CONSTITUTES A VIOLATION OF THE APPROVED SEDIMENT AND STORMWATER MAY NEED TO ADJUST OR ALTER MEASURES IN TIMES OF ADVERSE WEATHER LEAVING THE SITE. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT HAS REACHED NECESSARY TO COMPLY WITH STATE DRAINAGE AND OTHER APPLICABLE LAWS. BRANCH. COMMENCING WITH CONSTRUCTION. FAILURE TO NOTIFIED IN WRITING 5 DAYS PRIOR TO MANAGEMENT PLAN. (HTTPS://MAPS.SUSSEXCOUNTYDE.GOV/PZAPPLICATIONS/MAP.HTML) CONDITIONS FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION GOVERNING THE CONTROL OF WATER POLLUTION, SECTION 9.1.02, KNOWN AS SPECIAL CONDITIONS, OR AS DIRECTED BY THE AGENCY CONSTRUCTION SITE REVIEWER. COMPLIANCE WITH THE REQUIREMENTS OF DELAWARE SEDIMENT AND STORMWATER CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. COMMENCING ANY EXCAVATION. STOCKPILES, AND ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE STABILIZATION SHALL BE COMPLETED FOR ALL PERIMETER SEDIMENT CONTROLS, SOIL STORMWATER CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OR HER RESPONSIBILITIES FOR SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL SAFELY NEW YORK (811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO THE AGENCY CONSTRUCTION SITE REVIEWER FOR A NON-EROSIVE POINT OF DISCHARGE, THE APPROVED PLAN. WITHIN 14 CALENDAR DAYS UNLESS MORE RESTRICTIVE FEDERAL REQUIREMENTS APPLY. ACTIVITIES, AND DNREC POLICIES, PROCEDURES, GUIDANCE. AND A DEWATERING PERMIT SHOULD BE APPROVED BY THE DNREC WELL PERMITTING AND SETBACKS TAKEN FROM LEGEND QUANTITY OF MODULES PER STRING MODULES PER TRACKER / RACK GROUND COVERAGE RATIO (%) OE AREA WITHIN FENCE (ACRES) RATED DC POWER (kWDC) RATED AC POWER (kWAC) ARRAY TILT ANGLE (+/-°) QUANTITY OF MODULES LENGTH OF FENCE (FT) MODULE WATTAGE (W) SYMBOL Doug Carton OWNER INFORMATION SHOWN ARE FROM SUSSEX COUNTY GIS AZIMUTH (°) PITCH (FT) OE SURVEY LAST REVISED 01/26/2021 BY GREENMAN-PEDERSEN, SYSTEM SUMMARY (DRAWING MAY BE PRINTED AT REDUCED SIZE) APPLICANT CERTIFICATION 0 SHEET SIZE: 24" BY 36" EXISTING MINOR CONTOUR (FEET) EXISTING MAJOR CONTOUR (FEET) PROPOSED OVERHEAD POLES PROPOSED OVERHEAD LINE PROPOSED UNDERGROUND CIRCUIT PROPOSED GRAVE ACCESS DRIVEWAY PROPOSED PROJECT FENCE EXISTING PROPERTY LINE DESCRIPTION COMPOST FILTER SOCKS STABILIZED ROCK CONSTRUCTION ENTRANCE SOIL TYPE BOUNDARY TAX DITCH RIGHT-OF-WAY LIMIT TRC DELINEATED WETLAND SCALE: 1" = 200' 200' DATE: TITLE: 3969 400 04/26/2021 Sr. Manager 5876.96 4953.3 24.98 4500 31.9 180 27 28 60 81 400' 9639 445 o Date: No. Revisions: MARCH 2021 .MEERSMA S. STORMWATER PLAN .REXROAT A. REXROAT A. AS NOTED 376627 2 1

HEIMLICH SOLAR PARTNERS, LLC 04/23/2021 02/09/2021 1430 Broadway EDF RENEWABLES DISTRIBUTED SOLUTIONS 10th Floor 8 New York, NY 10018 HEIMLICH SOLAR PROJECT Phone: 212.221.7822 13831 MILE STRETCH ROAD GREENWOOD, DELAWARE 19950 TRC Project No: 376627.0000.0000 50' MIN. PROVIDE 5' MINIMUM GRASS SHOULDER AT 8% MAXIMUM SLOPE. 10th Floor EXISTING DITCH (TYP) 1430 Broadway New York, NY 10018 Phone: 212.221.7822

INSTALL TEMPORARY 12" RCP MATCHING EXISTING DITCH SLOPE (AS NECESSARY).

30'R 5' MIN. TRC Project No: 376627.0000.0000

AASHTO #1 STONE 6" THICK (MIN.) 20' EXISTING ROADWAY

PROVIDE 5' MINIMUM GRASS SHOULDER AT 8% MAXIMUM SLOPE. 5' MIN.

30'R TEMPORARY RIP RAP APRON AT DOWNSTREAM END OF PIPE (UNDERLAY APRON WITH FILTER FABRIC)

PLAN

EXISTING ROADWAY

50' MIN. 2% - 5% SLOPE 2% SLOPE

1 FIXED KNOT GATE DETAIL 2 FIXED KNOT FENCE ELEVATION DETAIL 12" MIN. 9 NOT TO SCALE 9 NOT TO SCALE

12" PIPE

Revisions: CULVERT (DIAMETER VARIES) CROSS SECTION

12" MIN No. Date:

3 TEMPORARY ACCESS DRIVE CULVERT DETAIL

KNOXBOX 3200 MOUNTED ON 9 NOT TO SCALE STEEL BOLLARD VARIES

CLASS 2 BACKFILL STEEL BOLLARD VARIES 6"X4" OR 6"X6" STEEL TUBING 0.25 WALL THICKNESS

4" MIN (ASTMA500 STEEL) KNOXBOX 3200 SURFACE MOUNT CONCRETE FILLED PAINTED NOTES: YELLOW 1. TRENCH WIDTH SHALL BE MINIMUM PIPE O.D. + 24". 2. CLASS 2 BACKFILL SOILS CATEGORIZED AS GW, GP, KNOX BOX SHOULD BE SW, SP, GW-GC OR SP-SM PER ASTM D2487 KEYED FOR CITY OF COMPACTED ACCORDING TO PIPE FITCHBURG, WISCONSIN MANUFACTURER'S RECOMMENDATIONS. VEHICLE GATE 12' MIN A. REXROAT 5 TYPICAL CULVERT SECTION DETAIL 3' MIN TO ALLOW FOR GATE CLEARANCE 9 NOT TO SCALE A. REXROAT 3' MIN ACCESS DROVE FENCE S. MEERSMA

20' GRAVEL ACCESS DRIVE

18" x 44" CONCRETE CAISSON

4 TYPICAL VEHICLE GATE PLAN VIEW 6 TYPICAL KNOX BOX BOLLARD DETAIL 9 NOT TO SCALE 9 NOT TO SCALE 13831 MILE STRETCH ROAD HEIMLICH SOLAR PROJECT GREENWOOD, DELAWARE 19950 HEIMLICH SOLAR PARTNERS, LLC 19' 48 20'-0" UPS DAS 2' 2' 29' NOTES: EDF RENEWABLES DISTRIBUTED SOLUTIONS 1. BARRICADES SHALL BE PLACED COMPLETELY ACROSS THE ROADWAY FROM EDGE OF ROAD R41' TO EDGE OF ROAD. IF NECESSARY, THE BARRICADE OVERHANG BEYOND THE OUTSIDE POSTS (TYPICALLY 4'-0" (1.2m)) MAY BE REDUCED TO THE "OUTSIDE OVERHANG". 2. MARKINGS FOR BARRICADE RAILS SHALL BE ALTERNATING FLUORESCENT RED AND WHITE STRIPES, SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES, USING PRISMATIC, RETROREFLECTIVE SHEETING. STRIPES SHALL SLOPE DOWNWARD TOWARDS THE CENTER 376627 1' SPACING (TYP) 121' OF THE CLOSURE. 3. ATTACH BARRICADE RAIL AND OBJECT MARKER TO THE 4" (100) X 4" (100) PRESSURE TREATED WOOD POST USING LAG BOLTS (2" (50) LONG, MINIMUM) WITH WASHERS. TWO BOLTS PER RAIL PER POST SHALL BE REQUIRED. AS NOTED 4. ALL WOOD SHALL BE PRESSURE TREATED. 5. THE END OF ROAD OBJECT MARKER (MUTCD CODE OM4-3) SHALL BE 18" (450) X 18" (450) UG WITH RED PRISMATIC, RETROREFLECTIVE SHEETING. UG UG JUNE 2021 UG UG R41' 6. TREATED WOOD POST SHALL BE PLACED IN PRE-DUG HOLE, BACKFILLED USING SUITABLE UG UG UG UG UG MATERIAL, AND TAMPERED THOROUGHLY TO PROVIDE A RIGID SUB-SURFACE CONDITION UG UG (5) AROUND THE POST. 19' 7. BARRICADE RAILS MAY BE CONSTRUCTED USING PLASTIC OR WOOD AND SHOULD NOT BE METAL. FOR REVIEW DETAILS 7 FIRE CODE TURNAROUND AND BARRICADE DETAIL 7 WOOD BARRICADE DETAIL T-16 (12/28/2010) NOT FOR CONSTRUCTION 9 NOT TO SCALE 9 NOT TO SCALE 9 DRAWING NAME: S:\PROJECTS\EDF Renewables\Heimlich (Kratz)\CAD\002_Sheets\ 310792.0000 - DT.dwg --- PLOT DATE: June 16, 2021 10:07AM LAYOUT: DT2 DRAWING NAME: S:\PROJECTS\EDF Renewables\Heimlich (Kratz)\CAD\002_Sheets\ 310792.0000 - DT.dwg --- PLOT DATE: June 16, 2021 - 10:07AM --- LAYOUT: DT (4)

15 FT APPROX. 4 FTAPPROX. 10 10 2 #

1 FT APPROX. SINGLE AXISTRACKER-SIDE SINGLE AXISTRACKER -TOP

15 FT APPROX. SCALE; 1"=5' SCALE: 1"=2'

7 FT APPROX. GRADE

15 FT APPROX. 10 10 3 5 GRADE GRADE TRANSFORMER -FRONT INVERTER -FRONT SCALE: 1"=3' SCALE: 1"=2' 9 FTAPPROX. 12 FTAPPROX. 10 10 6 4 NOT FORCONSTRUCTION GRADE GRADE FOR REVIEW TRANSFORMER -SIDE INVERTER -SIDE SCALE: 1"=3' SCALE: 1"=2' 8 FTAPPROX. 7 FTAPPROX.

7 FT APPROX.

7 FT APPROX. No. Revisions: DETAILS S. MEERSMA JUNE 2021 AS NOTED A. REXROAT A. REXROAT 376627

HEIMLICH SOLAR PARTNERS, LLC Date: 1430 Broadway

10 EDF RENEWABLES DISTRIBUTED SOLUTIONS 10th Floor New York, NY 10018 HEIMLICH SOLAR PROJECT Phone: 212.221.7822 13831 MILE STRETCH ROAD GREENWOOD, DELAWARE 19950 TRC Project No: 376627.0000.0000 10th Floor 1430 Broadway New York, NY 10018 Phone: 212.221.7822 376627.0000.0000 TRC Project No:

Revisions: No. Date:

A. REXROAT

S. MEERSMA 13831 MILE STRETCH ROAD HEIMLICH SOLAR PROJECT GREENWOOD, DELAWARE 19950 HEIMLICH SOLAR PARTNERS, LLC EDF RENEWABLES DISTRIBUTED SOLUTIONS

376627

AS NOTED

JUNE 2021

FOR REVIEW DETAILS NOT FOR CONSTRUCTION 11 DRAWING NAME: S:\PROJECTS\EDF Renewables\Heimlich (Kratz)\CAD\002_Sheets\ 310792.0000 - DT.dwg --- PLOT DATE: June 16, 2021 10:07AM LAYOUT: DT (5)