Historic District Commission November 1, 2023 Agenda by Washington County MD, Government

Gregory Smith, Chair Lloyd Yavener, Vice Chair Ann Aldrich Brianna Candelaria

Vernell Doyle Michael Lushbaugh Justin Bedard Wayne K. Keefer, BOCC Rep

HISTORIC DISTRICT COMMISSION OF WASHINGTON COUNTY, MARYLAND AGENDA November 1, 2023, 7:00 p.m.

Washington County Administration Complex, 100 West Washington Street, Room 2001, Hagerstown, MD 21740

CALL TO ORDER AND ROLL CALL MINUTES 1. Minutes of the October 4, 2023 meeting * NEW BUSINESS 1. SP-23-037, 11609 Kieffer Funk Road (Discussion/Comments) Proposed solar array on portion (72.90) of property; 17.23 MW Solar Energy Generating System (26,416 panels and 47 inverters), includes 7ft high fence (Associated Permit 2023-04952) * 2. S-23-058, 12440 Burkholder Lane, Lot 1 for Martin Property (Discussion/Comments) Burkholder Farm. Lot 1, 123 +/- acres, follow up to PC-23-001 (Proposed construction of warehouse and connecting road to Northpoint Development) Remaining lands contains MIHP I336, Kershner-Burkholder Farm* OTHER BUSINESS 1. Staff Report a. Staff Reviews * b. 2024 Meeting Calendar * c. Election of Officers – December Meeting d. CLG Annual Report – December Meeting e. 250th Updates f. Historic Resource Tax Credit Ordinance Update ADJOURNMENT UPCOMING MEETING 1. Wednesday, December 6, 2023, 7:00 p.m. *attachments The Historic District Commission reserves the right to vary the order in which the cases are called. Individuals requiring special accommodations are requested to contact the Washington County Planning Department at 240313-2430 to make arrangements no later than ten (10) days prior to the meeting. Notice is given that the agenda may be amended at any time up to and including the meeting.

747 Northern Avenue | Hagerstown, MD 21742 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1

WWW.WASHCO-MD.NET

MINUTES OF THE HISTORIC DISTRICT COMMISSION FOR WASHINGTON COUNTY October 4, 2023

The Washington County Historic District Commission held its regular monthly meeting on Wednesday, October 4, 2023 at 7:00 p.m. in the Washington County Administration Complex, 100 W Washington Street, Room 2001, Hagerstown, MD. CALL TO ORDER AND ROLL CALL

The Chairman called the meeting to order at 7:00 p.m. Commission members present were: Greg Smith, Chairman, Lloyd Yavener, Michael Lushbaugh, Ann Aldrich, Vernell Doyle and Brianna Candelaria. Staff members present were: Washington County Department of Planning & Zoning: Meghan Jenkins, GIS Coordinator and HDC Staff member and Debra Eckard, Administrative Assistant. MINUTES Motion and Vote: Mr. Yavener made a motion to approve the minutes of the June 7, 2023 meeting as presented. The motion was seconded by Mr. Lushbaugh and unanimously approved. NEW BUSINESS RZ-23-007 – 13215 Smithsburg Pike Ms. Jenkins reported that the consensus of the HDC to support the rezoning request for the application of the Historic Preservation overlay for property located at 13215 Smithsburg Pike was forwarded to the Planning Commission. The Planning Commission held its public input meeting on Monday, October 2nd at which time the Commission recommended approval of the request to the Board of County Commissioners. A public hearing is scheduled with the BOCC on Tuesday, November 7th. Ms. Jenkins noted that Ms. Aldrich was present at the Planning Commission’s public input meeting as well as Mr. Jefferson Boyer, President of the Smithsburg Historical Society. Both spoke in favor of the proposed request. Ms. Jenkins explained that the urgency for this request is because the front wall of the dwelling has sunk. This issue needs to be addressed immediately. She further explained that the dwelling sits within a flood plain and once repairs begin, the structure must be brought up to current Flood Plain Ordinance standards. However, if the HP overlay is in place before repairs begin, the Flood Plain Ordinance requirements will not be required. Modern flood plain requirements would greatly jeopardize the historic integrity of the dwelling. Ms. Aldrich stated a portion of this structure dates back to the 1700s. Section 106 Consultation: Project No. WA489C21 – I-70 Bridge Nos. 2111003 and 2111004 over CSX Ms. Jenkins presented a letter from MDOT SHA stating the above referenced project will have no effect on historic properties.

Motion and Vote: Ms. Aldrich made a motion to concur with MDOT SHA’s finding that there will be no effect on historic properties for the above referenced project. The motion was seconded by Mr. Lushbaugh and unanimously approved. 2040 Comprehensive Plan Ms. Jenkins introduced the 2040 Comprehensive Plan for discussion and comments on the Historic Element. The following comments were provided by members of the Commission. • •

• •

Update the Washington County Historical Trust section. Ms. Jenkins will work with Ms. Aldrich on this section. Building Codes section (page 54) needs clarification as to the structure’s listing with the State or local body as historic. Does this mean the structure must be on the MIHP or will the HP overlay also qualify? Ms. Jenkins will clarify this requirement with someone from the Building Codes department. The comprehensive plan needs to be more explicit with the Rural Villages being adopted (which Villages still need surveys completed). Make sure that incentives are explained clearly to allow for the use of more than one applicable program.

Ms. Jenkins stated that comments are being accepted until the end of October. An interactive site is available on the web where you can also make comments. She gave a brief overview of the comprehensive plan information meetings that have been held across the County and invited members to attend the final two meetings that will be held on October 10th at Smithsburg Town Hall and October 25th at the Williamsport Fire Company Banquet Hall. OTHER BUSINESS Staff Report • • • •

• •

Staff Reviews - Ms. Jenkins provided a written summary. The Architectural Fieldwork Symposium will be held on March 28, 2024 (instead of October). An invitation to the Heart of the Civil War Heritage Area Year in Review was included in the agenda packet. This event will be held on November 1st at the Weinberg Center in Frederick. A copy of “The Field Guide for the Semiquincentennial Making History at 250” was distributed to members. Ms. Jenkins will be serving on this committee and asked members to think about ways to participate in this event or any significant information that should be considered to the Committee. CLG 4 Year Evaluation Results – Ms. Jenkins provided a copy of the evaluation sheet. Members questioned how the scores were calculated and where improvements could be made. Ms. Jenkins will follow-up with MHT. Historic Resource Tax Credit Ordinance Update - Ms. Jenkins reported the County Attorney’s office has the final draft and is checking it for legal sufficiency. Some clarification is need on the Rural Village.

ADJOURNMENT Mr. Lushbaugh made a motion to adjourn the meeting at 7:55 pm. The motion was seconded by Ms. Candelaria and so ordered by the Chairman. ______________________________________ Gregory Smith, Chairman

PRELIMINARY CONSULTATION & STORMWATER CONCEPT PLAN FOR

DIVERSIFIED CAPITAL - MARTIN PROPERT ADJACENT TO BURKHOLDER LANE NORTH OF US ROUTE 40 WASHINGTON COUNTY, MARYLAND

125 West Street - Suite 201 Annapolis, MD 21401 T: 410.567.5000 www.dynamicec.com

LAND DEVELOPMENT CONSULTING ● PERMITTING ●

GEOTECHNICAL ●

ENVIRONMENTAL ●

SURVEY

●

PLANNING & ZONING

Offices conveniently located in: Lake Como, New Jersey T: 732.974.0198 | Chester, New Jersey T: 908.879.9229 | Newark, New Jersey T: 973.755.7200 | Toms River, New Jersey T: 732.974.0198 Allen, Texas T: 972.534.2100 | Austin, Texas T:512.646.2646 | Houston, Texas T: 281.789.6400 | Delray Beach, Florida T: 561.921.8570 Newtown, Pennsylvania T: 267.685.0276 | Philadelphia, Pennsylvania T: 215.253.4888 | Bethlehem, Pennsylvania T: 610.598.4400 | Annapolis, Maryland T: 410.567.5

JOSHUA M. SEWALDCONNOR M. MCMANUS No .

5295

CONN O

M . MC

NUS MA

PRELIMINARY CONSULTATION & STORMWATER CONCEPT PLAN FOR

DIVERSIFIED CAPITAL - MARTIN PROPERT ADJACENT TO BURKHOLDER LANE NORTH OF US ROUTE 40 WASHINGTON COUNTY, MARYLAND

125 West Street - Suite 201 Annapolis, MD 21401 T: 410.567.5000 www.dynamicec.com

LAND DEVELOPMENT CONSULTING ● PERMITTING ●

GEOTECHNICAL ●

ENVIRONMENTAL ●

SURVEY

●

PLANNING & ZONING

JOSHUA M. SEWALDCONNOR M. MCMANUS No .

5295

CONN O

M . MC

NUS MA

12440 Burkholder Lane Washington County, Maryland WSSI #32082.01

Cultural Resources Site Assessment November 2022 Prepared for:

Diversified Capital 1125 Ocean Avenue Lakewood, NJ 08701

Prepared by: David Carroll, MA, RPA

5300 Wellington Branch Drive, Suite 100 Gainesville, Virginia 20155 Tel: 703-679-5600 Email: contactus@wetlandstudies.com www.wetlandstudies.com

Cultural Resources Site Assessment 12440 Burkholder Lane (±241 acres) Hagerstown, Washington County, Maryland WSSI #MD2043.02 INTRODUCTION This transmittal presents an evaluation of the likelihood that cultural resources studies may be required on the ±241-acre 12440 Burkholder Lane parcel. The project area is located north of National Pike (US HWY 40) and bounded by agricultural land on all sides, with residential and commercial development located a short distance to the east. The property is accessed from a long private drive extending north from National Pike (Exhibit 1). The project area is situated on gently rolling terrain with higher elevations on broad ridge landforms in the east and north and lower elevations in bottomlands in the south and east (Exhibit 2). A tributary of Conococheague Creek flows west through the project area with drainage to the southeast. The vegetation within the project area consists primarily of agricultural fields under active cultivation. Several buildings are currently standing within the project area, including a farm complex located near the center of the property, which has been recorded with the Maryland Inventory of Historic Properties (MIHP) as a historic resource (Exhibit 3). The buildings are a historic farm complex originally built prior to the mid-19th century and are currently occupied. Maryland property records indicate the current house at the farm complex was constructed in 1774. A 20th century dwelling adjacent to the farmstead is excluded from the project area. KNOWN CULTURAL RESOURCES IN OR NEAR THE PROJECT AREA The following discussion of previously recorded cultural resources within and near the project area was established by using the Maryland Historical Trust’s (MHTs) online Maryland’s Cultural Resource Information System (MEDUSA) and other online sources. Twenty architectural resources have been previously recorded within an approximate one-mile radius of the project area (Table 1); no archeological resources have been recorded within a one-mile radius of the project area. WA-I-336, the Kershner-Burkholder Farm, is located within the central portion of the project area. The farmstead dwelling is a two-story stone building typical of early- to mid-19th century vernacular houses of Washington county (Plates 1-2). Several historic outbuildings including a 19th century bank barn, a smoke house, and an early 20th century dairy barn/milking house stand on the property in addition to later 20th century outbuildings (Plates 3-4).

12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 1

Table 1: Architectural Resources Within a One-Mile Radius MHT ID Number DOE-WA-0062

Resource Name

Date

Bridge 2106400 McDade Rd over US 40

1960

WA-I-002

Stucco House

WA-I-004

J. R. Fridinger Farm

WA-I-006

E. Doub House

WA-I-007

Log House

WA-I-008

Frame House

WA-I-009

Oster House

WA-I-010

Brick and Log House

WA-I-011

Stage Coach Inn

WA-I-302

Troup-Firey Farm

WA-I-314

Miller-Conrad House

WA-I-321

Farmhouse

WA-I-322

Tice-Eby Farm

WA-I-326

Log Farmhouse

WA-I-336

Kershner-Burkholder Farm

WA-I-337 WA-I-339

Burkholder Log and Frame House Small Log and Frame House

WA-I-340

Schindel-Custer Farm

WA-I-355

Former Hopewell School

WA-I-868

16612 National Pike

NRHP Eligibility MHT: Not Eligible th

Late 18 century First half 19th century First half 19th century 19th century Late 19th century 1838 Early 19th century Early 19th century 2nd quarter 19th century 18th/19th century Early 19th century 18th century Early 19th century First half 19th century 19th century 19th century 3rd quarter 19th century Late 19th century Mid-19th century

Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated Not Evaluated MHT: Eligible

In addition to the farmstead core, an abandoned historic road runs north through the property, formerly connecting the National Pike to the current southern terminus of Salem Church Road. WA-I-336 has not been evaluated for listing in the National Register of Historic Places (NRHP).

12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 2

Of the seventeen architectural resources recorded within a one-mile radius of the property, one is eligible (WA-I-868) for listing in the NRHP. MHT Resource WA-I-868 (16612 National Pike), located one mile southeast of the center of the project area, dates to the mid-19th century and was deemed significant for its architecture as a 19th century vernacular dwelling under Criterion C, and under Criterion A for its association with the National Road in the village of Huyett during its heyday. The remaining eighteen architectural resources have not been evaluated for listing in the NRHP. ARCHEOLOGICAL SITE PROBABILITY The following presents an assessment of the probability that archeological sites will occur within the study area. This assessment has not been field verified. The probability for locating pre-contact Native American sites generally depends on the variables of topography, proximity to water, and internal drainage. Sites are more likely on well-drained landforms of low relief near water. If prehistoric sites are present on the ridge tops or ridges, they are likely to be confined to the plow zone and are not likely to require work beyond the recordation done at the Phase I level. Plowing disturbs the context of the Native American artifacts, thus reducing the information potential of a particular site. The project area is considered to have at high probability of containing Native American archeological materials based on the presence of low relief, welldrained topography on both sides of the tributary stream within the property, as well as low-lying bottomlands which would have been attractive to early settlement and seasonal resource exploitation. The probability for the occurrence of historic period sites largely depends upon the history of settlement in the area, the topography, and the proximity to historic roads. Historic maps offer insight into habitation of the vicinity; however, the absence of structures on historic maps does not eliminate the possibility of an archeological site being present within the property, as it was common for tenant, slave, and African American properties to be excluded from these maps. The project area has a high probability of containing 18th, 19th, and 20th century archeological materials, particularly related to the farmstead in the center of the property and potentially along the historic roadbed that passes through the property. CONCLUSIONS AND RECOMMENDATIONS Cultural resources studies of the project area may be required under federal or state ordinances or regulations and may involve a Phase I archeological investigation (as the property has a high probability of containing archeological sites). As the property contains buildings over 50-years in age, a Phase I architectural reconnaissance level investigation of the existing historic buildings on the property may also be needed. 12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 3

If impacts to Waters of the United States are planned in association with the development of the project area, the U.S. Army Corps of Engineers (USACE) can require a Phase I cultural resources investigation in order to comply with Section 106 of the National Historic Preservation Action of 1966 (as amended) during the Clean Water Act permitting process. If the development project involves any other federal funding, loans, permits, and/or licenses, the Phase I cultural resources investigation could also be required by the federal agency associated with the undertaking (HUD, FCC, FHA, etc.). Any form of financing, permitting, or licensing at the state level could trigger a Phase I cultural resources investigation under the Maryland Historical Trust Act of 1990 (Article 83B, Sections 5-617 and 5-618 of the Annotated Code of Maryland). Under these two scenarios, the Phase I cultural resources investigation would be subject to review by the Maryland Historical Trust. Depending upon the nature of the planned development, a Phase I cultural resources investigation may not be required by local, state or federal agencies. We recommend conducting such an investigation after determination of the necessity for the Phase I investigation has been made. LIMITATIONS This report evaluation is based on the recorded and reports noted and described above. Our review and memo have been prepared in accordance with generally accepted guidelines. Conclusions presented herein are based upon our review of available information, and/or professional judgement. We offer no opinion and do not purport to opine on the possible application of various building codes, zoning ordinances, other land use or platting regulations, environmental or health laws and other similar statutes, laws, ordinances, code and regulations affecting the possible use and occupancy of the Property for the purpose for which it is being used, except as specifically provided above. We make no warranties, either expressed or implied, and our report is not a recommendation to buy, sell, or develop the property. The foregoing opinions are based on applicable laws, ordinances, and regulations in effect as of the date hereof and should not be construed to be an opinion as to the matters set out herein should such laws, ordinances or regulations be modified, repealed, or amended. L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\Admin\03-ARCH\2022-11-18_BurkholderHIST.docx

12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 4

Plate 1: Main House Façade, Kershner-Burkholder Farm (WA-I-336) Facing North

Plate 2: West Elevation Main House Kershner-Burkholder Farm (WA-I-336) Facing Northwest 12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 5

Plate 3: Smokehouse, Kershner-Burkholder Farm (WA-I-336) Facing Northwest

Plate 4: Barn, Kershner-Burkholder Farm (WA-I-336) Looking Southeast

12440 Burkholder Lane - Cultural Resources Site Assessment WSSI #MD2043.02 – November 2022

Page 6

L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_01_Vicinity.mxd

Washington County MD

Site

Vicinity Map Burkholder Lane WSSI #MD2043.02

2,000

Feet

Original Scale: 1 " = 2,000 '

ADC Map/Column/Row: 4102F5 Source: World Street Map - ESRI

Wetland Studies and Solutions, Inc.

Exhibit 1

L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_02_USGS.mxd

Site

USGS 7.5' Quadrangle Map 12440 Burkholder Lane 0

2,000

Feet

Mason-Dixon, MD PA 1984 Latitude: 39°39'29"N Longitude: 77°46'44"W Hydrologic Unit Code (HUC): 020700040807 HUC12 Name: Meadow Brook-Conococheague Creek COE Region: Eastern Mountains and Piedmont

Wetland Studies and Solutions, Inc.

Original Scale: 1 " = 2,000 '

Exhibit 2

L:\_Maryland\Projects\MD02000s\MD02000\MD2043.02\GIS\ENVR\MD2043.02_05_2020_MD_iMapNCIR.mxd

Site

Spring 2020 Near Color Infrared Imagery Burkholder Lane WSSI #MD2043.02

1,000

Feet

Original Scale: 1 " = 1,000 '

Source: DoIT, MDP, MD iMAP

Wetland Studies and Solutions, Inc.

Exhibit 3

WA-I-336 Kershner-Burkholder Farm Architectural Survey File This is the architectural survey file for this MIHP record. The survey file is organized reversechronological (that is, with the latest material on top). It contains all MIHP inventory forms, National Register nomination forms, determinations of eligibility (DOE) forms, and accompanying documentation such as photographs and maps. Users should be aware that additional undigitized material about this property may be found in on-site architectural reports, copies of HABS/HAER or other documentation, drawings, and the “vertical files” at the MHT Library in Crownsville. The vertical files may include newspaper clippings, field notes, draft versions of forms and architectural reports, photographs, maps, and drawings. Researchers who need a thorough understanding of this property should plan to visit the MHT Library as part of their research project; look at the MHT web site (mht.maryland.gov) for details about how to make an appointment. All material is property of the Maryland Historical Trust.

Last Updated: 03-12-2004

ABSTRACT WA-I-336 Kershner-Burkholder Farm Huyetts Vicinity private

19th Century

This two story, three bay stone house, frame bank barn and outbuildings provide an example of a 19th century Washington County farm group. The type of masonry displayed in construction of the house, its exterior woodwork and general form all suggest that it was built during the second quarter of the 19th century. Constructed of native limestone, the house reflects prominent regional traditions. M>st stone houses in Washington Cotmty date from before 1850. An old road near the house which is said to have been a route to nearby Salem Church as reflecting early transportation patterns in the County.

Copy II

WA-I-336 Districts 13-24

MARYLAND HISTORICAL TRUST

Map 36

Parcel 13

INVENTORY FORM FOR STATE HISTORIC SITES SURVEY , ;--7 i _--

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/ / I \j} -

6NAME HISTORIC

Kershner-Burkholder Farm ANO/OR COMMON

flLOCATION STREET& NUMBER(Baltimore National Pike)

U.S. Route 4011and Maryland Rout_e 144 (West Washington Street) CONGRESSIONAL DISTRICT

CITY. TOWN

Hagerstown

X VICINITY OF

Huyett& - COUNTY

STATE

Maryland

Washington

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OWNERSHIP

_DISTRICT

_PUBLIC

STATUS ~OCCUPIED

.KAGRICULTURE

_MUSEUM

XBUILDING(S)

~PRIVATE

_UNOCCUPIED

_COMMERCIAL

__ PA~K

_STRUCTURE

_BOTH

_WORK IN PROGRESS

_SITE _QBJECT

PUBUC ACQUISITION

PRESENT USE

ACCESSIQLE

_EDUCATIONAL

.XPRIVATE RESIDENCE

_ENTERTA~MENT

_RELIGIOUS

_IN PROCESS

_YES RESTRICTED

_GOVERNMENT

_SCIENTIFIC

_BEING CONSIDERED

_YES: UNRESTRICTED

_INDUSTRIAL

_TRANSPORT A TiC'li

~NO

_MILITARY

_OTHER

•

DOWNER OF PROPERTY NAME

Telephone #:

Edgar Burkholder STREET & NUMBER

Route I 2 CITY. TOWN

STATE I

Hagerstown

llLOCATION OF LEGAL DESCRIPTION COURTHOUSE. REGISTRY OF DEEDS, ETC.

Zl.p

Maryland

VICINITY OF

code 21740

Liber #: 251 Folio #: 27

Washington County Court House

STREET & NUMBER

West Washington Street CITY. TOWN

STATE

Hagerst011D

Maryland

II REPRESENTATION IN EXISTING SURVEYS TITLE

DATE _FEDERAL -

-5TATE

_COUNTY

-LOCAL

DEPOSITORY FOR SURVEY RECORDS CITY.TOWN

STATE

----· ---------·---·

21740

B DESCRIPTION CONDITION

CHECK ONE

~EXCELLENT

_DETERIORATED

_UNALTERED

_GOOD

_RUINS

LLTERED

_FAIR

_ UNEXPOSED

< 50'%.

CHECK ONE

X ORIGINAL SITE _MOVED

DATE _ __

DESCRIBE THE PRESENT ANO ORIGINAL (IF KNOWN) PHYSICAL APPEARANCE

This farm complex is located at the end of a long private lane which extends in a northerly direction from U.S. Route 40 at its junction with Maryland Route 144 about three miles west of Hagerstown in Washington County. The house and barn are situated on moderately level limestone ground with the house facing south and the barn east. The house is a two story, three bay limestone structure with a two story, two bay' ell extending to the rear or north. A two story porch is constructed along the east facade of the ell and. a two story frame addition is attached to its northeast corner. The walls are built of roughly coursed local limestone. No decorative masonry is associated with the exterior of the building.. Most windows and doors are aligned with each other in the walls. They have narrow casings finished with a bead at the inside edge. Main story windows at the front elevation have nine pane upper sashes over single pane lower sashes. In other windows six over six pane sashes are used. Hinge pins in the frames indicate that shutters were present at one time. The main entrance is located in the east end bay of the front elevation. A transom with diamond shaped panes is framed above the door. Extending across the front elevation is a hipped roof porch supported by round pillars. It would appear to date from the early 20th centur The roof of the building is sheathed with modern asphalt shingles and extends beyond the gable walls. Brick chinneys are located inside the end walls. Behind the house is a smokehouse with a steeply pitched hip roof. Other small frame outbuildings are located nearby. The barn stands south of the house and is of frame construction resting on fieldstone foundations. Its roof is topped with decorative metal ventilators. Extending in a northerly direction from the barn, passing east of the house is a lane which is said to have been an old road leading to Salem Church, located about three miles north of the farm. 'nle buildings appear to be in good to excellent condition and stand on a tract containing 241.63 acres.

CONTINUE ON SEPARATE SHEET IF

NECESSARY

II SIGNIFICANCE >ERIOD

AREAS OF SIGNIFICANCE -- CHECK AND JUSTIFY BELOW

_PREHISTORIC

-ARCHEOLO<iY·PREHISTORIC

_COMMUNITY PLANNING

_LANDSCAPE ARCHITECTURE

_RELIGION

-1400-1499

-ARCHEOLOGY-HISTORIC

_CONSERVATION

-LAW

_SCIENCE

_ 1500-1599

LGRICULTURI;

_ECONOMICS

_LITERATURE

_SCULPTURE

_1600-1699

LRCHITECTURE

_EDUCATION

_MILITARY

_SOCIAUHUMANITARIAN

-1 700-1 799

_ART

_ENGINEERING

_MUSIC

_THEATER

!.1 ao0-1899

_COMMERCE

_EXPLORATION/SETILEMENT

_PHILOSOPHY

_TRANSPORTATION

_1900·

_COMMUNICATIONS

_INDUSTRY

_POLITICS/GOVERNMENT

_OTHER !SPECIFY)

_INVENTION

SPECIFIC DATES

BUILDER/ARCHITECT

STATEMENT OF SIGNIFICANCE

This two story, three bay stone house, frame bank barn and outbuildings provide an example of a 19th century Washington County farm group. The type of masonry displayed in construction of the house, its exterior woodwork and general form all suggest that it was built during the second quarter of the 19th century. Constructed of native limestone, the house reflects prominent regional traditions. lb st stone houses in Washington County date from before 1850. An old road near the house which is said to have been a route to nearby Salem Church is important as reflecting early transportation patterns in the County.

Dul. _.1g much of the last half of the 18th century this farm was owned by members of the Kershner family. During much of the second half of the 19th century it was owned by Joseph H. Troup.

The property includes parta of the land grants ''Resurvey on David's First Shift", "Amendment on Hager's Delight", ''Widow's Last Shift", ''Wolf's Purchase", ''Bachelor's Delight", ''Resurvey on Contentment" and "Addition to Dutch Folly."

CONTINUE ON SEPARATE SHEET IF NECESSARY

---------- -

IJMAJOR BIBLIOGRAPHICAL REFERENCES

CONTINUE ON SE~AR.ATE SHEET IF NECESSARY

ll!JGEOGRAPHICAL DATA ACREAGE OF NOMINATED PROPERTY

241.63 acres

VERBAL BOUNDARY DESCRIPTION

LIST ALL STATES AND COUNTIES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES STATE

COUNTY·

STATE

- COUNTY

mFORM: PREPARED BY NAME I TITLE

Paula Stoner Dickey, Consultant DATE

ORGANIZATION

Waabinaton eouoty Historical Sites Survey

August 1977 TELEPHONE

STREET & NUMBER

County Office Building, 33 West Washington Street CITY OR TOWN

791-3065 STATE

Maryland

Hagerstown

21740

The Maryland Historic Sites Inventory was officially created by an Act of the Maryland Legislature, to be found in the Annotated Code of Maryland, Article 41, Section 181 KA, 1974 Supplement. The Survey and Inventory are being prepared for information and record purposes only and do not constitute any infringement of individual property rights. RETURN TO:

Maryland Historical Trust The Shaw House, 21 State Circle Annapolis, Maryland 21401 (301) 267-1438 PS· 1101

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ALL WORK SHALL BE IN ACCORDANCE WITH THIS PLAN. SHOULD THE DEVELOPER FIND NEED TO DEVIATE FROM THIS APPROVED PLAN, THE DEVELOPER SHALL CONTACT PLANNING STAFF FOR A DETERMINATION WHETHER THE WORK IS MINOR AND CAN BE APPROVED BY STAFF, OR IF THE WORK IS SUBSTANTIAL ENOUGH TO REQUIRE REVISED PLANS AND POSSIBLE REAPPROVAL BY THE PLANNING COMMISSION.

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' S 16° 41

24x36

S 89° 31' 29" W 203.62'

LANDS N/F

WILLIAM LOUIS DEATRICH MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

862.00'

LANDS N/F

NEVIN & ETHEL MARTIN MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

29" W

ISSUE BLOCK SCOTT HOBBS DIRECTOR OF ENGINEERING

DATE

DEVELOPER CERTIFICATION

CERT-OWNER

WE, STANDARD SOLAR INC., HEREBY CERTIFY THAT WE ARE THE OWNER OF THE PROPERTY DESCRIBED AND SHOWN ON THIS PLAN, THAT THE PLAN WAS MADE AT OUR DIRECTION, AND THAT WE ACKNOWLEDGE THE SAME TO BE OUR ACT AND DESIRE THE PLAN TO BE DEVELOPED AS SHOWN IN ACCORDANCE WITH ALL APPLICABLE LAWS AND REGULATIONS.

24x36

N: 714000.2832

CONTOUR

BENCH MARK PROPERTY OR RIGHT-OF-WAY LINE

25.15 N/A

ON-SITE

MITIGATION

REFERENCE

WETLANDS

N/A

MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)

RIVERS AND STREAMS

N/A

MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)

SINKHOLES

YES

INSTALL INVERTED STONE FILTER

HILLIS-CARNES KARST EVALUATION

STEEP SLOPES (>10%)

YES

PERMANENT YEAR-ROUND MEADOW COVER

BECKER MORGAN SURVEY

HIGHLY ERODIBLE SOILS

YES

PERMANENT YEAR-ROUND MEADOW COVER

COMBINATION OF BECKER MORGAN SURVEY AND WEB SOIL SURVEY

ENGINEERS CERTIFICATION

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-001 CERT-GVM

I, GREGORY V. MOORE, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF DELAWARE, THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE APPLICABLE LAWS OF THE STATE OF DELAWARE.

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 200'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. JEFFERY A. HARMON

P.E. NO. 30331

DATE

SHEET

C-001

24x36

LIGHT POLE

25.50 T.C. 25.00 B.C.

AREA

24x36

CENTERLINE

49 43.55

SENSITIVE AREAS

N/A

DATE

24x36

ELEVATION SPOT SHOT

SIGNATURE

24x36

DRAINAGE DITCH OR SWALE V

400

SCALE: 1" = 200'

STRUCTURE (CONCRETE, WOOD, METAL, ETC.)

WETLAND BOUNDARY LINE

200

24x36

E: 1132000.1273

CONCRETE SIDEWALK, SLAB / PAVING

WIRE FENCE

S 64° 02' 31" E 753.38'

24x36

S 25° 01' 29" W

1950.56'

24x36

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

CONCRETE CURB & GUTTER

DECIDUOUS

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

24x36

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

CERT-OWNER

THE SITE PLAN SHOWN HEREON COMPLIES WITH THE SUBDIVISION AND LAND DEVELOPMENT ORDINANCE FOR THE CITY OF HAGERSTOWN, MARYLAND, AND OTHER APPLICABLE PROVISIONS OF THE LAND MANAGEMENT CODE, WITH THE EXCEPTION OF SUCH WAIVERS OR VARIANCES, IF ANY, AS NOTED ON THIS PLAT AND IN THE MINUTES OF THE HAGERSTOWN PLANNING COMMISSION AND/OR BOARD OF ZONING APPEALS. THIS APPROVAL IS VALID FOR THREE YEARS FROM DATE OF SIGNATURE, AND MAY BE RENEWED BY THE PLANNING COMMISSION IN ACCORDANCE WITH THE PROVISIONS OF THE LAND MANAGEMENT CODE. THIS PLAN SHALL BE VOID SHOULD REQUISITE PERMITS NOT BE OBTAINED AND SUBSTANTIAL CONSTRUCTION OCCUR WITHIN THREE YEARS OF THE DATE OF SIGNATURE.

24x36

.PDF

C:\Temp AutoCAD\AcPublish_13304\202226700-Site-C3D21.dwg, Sep 26, 2023 - 9:10am

2023-09-26

24x36

WASHINGTON COUNTY CERTIFICATE OF APPROVAL

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

24x36

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

24x36

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

24x36

2" G

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

COVER SHEET

24x36

EX. 2" G

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

SHEET TITLE

24x36

U.T.

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

17. PROJECT AREA: 18. TOTAL DISTURBED AREA:

24x36

U.T.

EVERGREEN

BZA APPROVAL: DEED SUMMARY: PLAT REFERENCE: PRESENT USE: PROPOSED USE: WATERSHED: TOTAL SITE AREA: IMPERVIOUS COVERAGE:

SMITHSBURG WASHINGTON CO., MD

24x36

UNDERGROUND TELEPHONE (U.T.)

INDIVIDUAL TREE OR BUSH

8. 9. 10. 11. 12. 13. 14. 15.

11609 KIEFFER FUNK RD

24x36

UTILITY POLE W/ OVERHEAD SERVICE (TELEPHONE (O.T.), ELECTRIC (O.E.)

U.E.

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

243.00' 31" W

CATCH BASIN (C.B.)

U.E.

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

N 71° 24'

STORM DRAIN LINE (CMP, RCP, HDPE)

UNDERGROUND GAS MAIN (G)

557.79'

PROPERTY TAX ID: ZONING CLASSIFICATION:

KIEFFER FUNK SOLAR

24x36

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

6. 7.

PROJECT TITLE

24x36

LANDS N/F

KIEFFER FUNK SOLAR 11609 KIEFFER FUNK RD SMITHSBURG, MD 21783 WILLIAM & JAMES JOACHIM 3101 YALE AVE CAMP HILL, PA 17011 STANDARD SOLAR, INC. (C/O PAIGE PENDLETON) 530 GAITHER ROAD, SUITE 900 ROCKVILLE, MD 20850 301-944-5296 BECKER MORGAN GROUP INC. 312 WEST MAIN STREET, SUITE 300 SALISBURY, MD 21801 410-546-91000 MAP 50; PARCEL 304 EXISTING: A(R) / (WASHINGTON COUNTY) PROPOSED: A(R) / (WASHINGTON COUNTY) APPEAL NO. AP2019-005 773- 282 N/A AGRICULTURAL PHOTOVOLTAIC SOLAR SYSTEM 02140502 - ANTIETAM CREEK 167.60 ACRES EXISTING: 0.00 ACRES PROPOSED: 4.57 ACRES A(R) CONDITIONAL USE FRONT: 50 FT. SIDE: 50 FT. REAR: 50 FT. 167.41± ACRES 72.57± ACRES

24x36

SITE NAME: SITE ADDRESS:

24x36

1. 2.

24x36

W.V.

STORM DRAIN MANHOLE (S.D.M.H.)

UNDERGROUND ELECTRIC (U.E.)

24x36

W.M.

W.V.

ROAD

W.M.

24x36

N4 1° 1 5' 3 1" W

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

COVER SHEET EXISTING CONDITIONS PLAN SITE PLAN STORMWATER PLAN STORMWATER PLAN OVERALL GRADING PLAN GRADING PLAN GRADING PLAN EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL DETAILS ENTRANCE PLAN DETAILS FOREST CONSERVATION PLAN

24x36

C-001 C-101 C-201 C-301 C-302 C-401 C-402 C-403 C-501 C-502 C-701 C-901 FCP-1

24x36

SHEET INDEX

24x36

922 .28

24x36

MAP 50 PARCEL 304 DEED REF.: 773-282 ZONING - RT

VERNON & CONDY SOWERS

FUNK

WATER VALVE (W.V.) OR METER (W.M.)

F.H.

FIRE HYDRANT (F.H.)

24x36

669.64'

LANDS N/F

WILLIAM LEE & JAMES ALLEN JOACHIM

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

419.94' ' 31" W

12" W

24x36

www.beckermorgan.com

MAP 50 PARCEL 1660 DEED REF.: 977- 363 ZONING - RT

N 29° 14' 29" E

N 73° 10

EX. 10" W

SANITARY SEWER CLEANOUT (C.O.)

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

SANITARY SEWER MANHOLE (S.S.M.H.)

WATER MAIN & SIZE

SCALE: 1" = 2000'

LANDS N/F

366.50' ' 31" W

12" F.M.

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

SITE DATA

KIEFFER

EX. 10" F.M.

Maryland

RICHARD & CAROL SOWERS

N 72° 44

SANITARY SEWER FORCE MAIN (F.M.) SIZE & FLOW DIRECTION

North Carolina

16. SETBACKS:

10" S

UNK

VICINITY MAP

N: 717300.6498

N 33° 10' 31" W 102.90'

C-1-Notes-Legend-Portrait

EX. 10"S

24x36

3 (2 8 D NA

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

SANITARY GRAVITY SEWER LINE (S) SIZE & FLOW DIRECTION

FFE

) 011

N 60° 11' 31" W 48.75'

PROPOSED

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

784 .02 '

KIE

N: 714000.0622

EXISTING

Delaware

24x36

SITE

THE TOTAL AREA TO BE DISTURBED SHOWN ON THESE PLANS HAS BEEN DETERMINED TO BE APPROXIMATELY 72.9 ACRES AND THE TOTAL AMOUNT OF EXCAVATION AND FILL AS SHOWN ON THESE PLANS HAS BEEN COMPUTED TO BE APPROXIMATELY 1,717 CUBIC YARDS OF EXCAVATION AND 1,504 CUBIC YARDS OF FILL.

ITEM

ARCH I T E C TURE ENG I NE E R I NG

24x36

459.07'

N 33° 51' 31" W 88.41'

24x36

N 26° 56' 35" E

24x36

N 24° 08' 29" E 240.60'

390.05'

N 28° 34' 29" E 48.61' N 49° 50' 29" E 107.69'

ROAD

24x36

FUNK

N 25° 45' 29" E

N 19° 33' 31" W 89.58'

DISTURBED AREA QUANTITIES

LEGEND

24x36

KIEFFER

N 00° 33' 29" E 64.15'

S 68° 45' 31" E

24x36

KIEFFER FUNK SOLAR PROJECT

1. ALL GRADING FOR THIS PROJECT SHALL BE THE FULL RESPONSIBIILTY OF THE PROPERTY OWNER. 2. THERE IS A 10’ WIDE DRAINAGE AND UTILITIES EASEMENT ALONG ALL FRONT LOT LINES AND AN 8’ WIDE DRAINAGE AND UTILITIES EASEMENT ALONG ALL SIDE AND REAR LOT LINES HEREBY RESERVED UNLESS OTHERWISE SHOWN HEREON. 3. A PUBLIC WORKS AGREEMENT AND PERFORMANCE SECURITY WILL BE REQUIRED FOR ALL IMPROVEMENTS WITHIN THE COUNTY RIGHT-OF-WAY THAT ARE NOT OTHERWISE REGULATED UNDER A UTILITY PERMIT OR ENTRANCE PERMIT. 4. A UTILITY PERMIT WILL BE REQUIRED FOR ANY PROPOSED UTILITY WORK LOCATED WITHIN THE COUNTY RIGHT-OF-WAY. 5. A COMPLETE SET OF APPROVED PLANS AND A COPY OF THE GRADING PERMIT MUST BE ON SITE AND AVAILABLE FOR USE BY THE INSPECTOR, OR OTHER REPRESENTATIVE OF WASHINGTON COUNTY DIVISION OF ENGINEERING & CONSTRUCTION. 6. PLEASE BE ADVISED THAT ANY PROJECT WHICH CREATES A DISTURBANCE OF ONE (1) ACRE OR MORE WILL REQUIRE A ‘NOTICE OF INTENT TO COMPLY WITH THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY’ (NOI). THE NOI IS REQUIRED UNDER THE CLEAN WATER ACT AS STATED IN 40 CFR 122.26 AND CODE OF MARYLAND REGULATIONS COMAR 26.08.04.09A AND IS REGULATED BY THE MARYLAND DEPARTMENT OF ENVIRONMENT (MDE). THE NOI IS TO BE SUBMITTED WITH THE APPROPRIATE FEES DIRECTLY TO THE MDE PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY. NO LAND DISTURBING ACTIVITY THAT REQUIRES A GRADING PERMIT FROM WASHINGTON COUNTY SHOULD PROCEED UNTIL THE GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (MDR10) HAS BEEN ISSUED BY MDE. 7. NO PERMANENT STRUCTURES (FENCES, SHEDS, PLAY EQUIPMENT, RETAINING WALLS, ETC.) SHALL BE PERMITTED WITHIN ANY STORM DRAINAGE EASEMENT EITHER SHOWN OR DESCRIBED ON THE FINAL PLAT OF SUBDIVISION. 8. DEVELOPER/CONTRACTOR MUST CONTACT THE CERTIFYING ENGINEER AND THE COUNTY AT LEAST 5 DAYS PRIOR TO THE START OF CONSTRUCTION OF THE STORM WATER MANAGEMENT SYSTEM TO SCHEDULE AND COORDINATE INSPECTION TIME TABLES. 9. IN CONFORMANCE WITH THE STORM WATER MANAGEMENT ORDINANCE OF WASHINGTON COUNTY, A PERFORMANCE SECURITY AND EXECUTED MAINTENANCE AND ACCESS AGREEMENT SHALL BE REQUIRED FROM THE DEVELOPER PRIOR TO ISSUANCE OF ANY BUILDING OR GRADING PERMIT FOR CONSTRUCTION PER THESE PLANS.

S 65° 57' 31" E 226.40'

24x36

GENERAL NOTES : SOLAR ENERGY SYSTEMS

RTE

24x36

SITE PLAN

24x36

DsA

OA D KR

Delaware

FFE

RmD

KIE

700

D NA

705

0 3 (2

11)

Maryland

North Carolina

24x36

710

RmC

LANDS N/F

24x36

RIDGE LINE

680

DOUGLAS SOWERS

EXISTING ZONING LINE 0

24x36

695

ZONING: RT - RESIDENTIAL TRANSITION

710

ZONING: A(R) - AGRICULTURAL RURAL

24x36

685

705

RmB

24x36

700

RmC

DsD

LANDS N/F

VERNON & CONDY SOWERS

690

685

24x36

J EFF

660

F PRO

665

24x36

ES o. 30331 I SION ENG AL

655

660

NE ER

24x36

675

F MAR E O Y A. HA Y

670

STA T

24x36

675

24x36

680

ND LA AN

RED HATCHED AREA DENOTES SLOPES OVER 10% GRADE

24x36

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

680

RyD

24x36

695

24x36

RmC

24x36

650

LICENSE NUMBER: JAH EXPIRATION DATE:

24x36

PROJECT TITLE

KIEFFER FUNK SOLAR

645

24x36

635

650

11609 KIEFFER FUNK RD

HaA

635

628

626

625

630

625

620

SHEET TITLE

645

615 5

HaB

SpA

HaB

100

200

24x36

625

Do Not Explode - Select Scale

SCALE: 1" = 100'

24x36

630

24x36

610

640

HaC

ISSUE BLOCK

650

24x36

635

24x36

620

DvD

5 65

24x36

620

DvC

HATCHED AREA DENOTES SLOPES OVER 10% GRADE

KARST EVALUATION AREA

24x36

HATCHED AREA DENOTES SLOPES OVER 10% GRADE

630

24x36

KARST EVALUATION AREA

24x36

KARST EVALUATION AREA

615

625

KARST EVALUATION AREA

24x36

EXISTING CONDITIONS PLAN

640

5 64

24x36

HATCHED AREA DENOTES SLOPES OVER 10% GRADE

24x36

620

640

24x36

630

RED HATCHED AREA DENOTES SLOPES OVER 10% GRADE 62

24x36

626

627

OAD

24x36

655

24x36

627

24x36

SMITHSBURG WASHINGTON CO., MD

24x36

HaC

FUNK R

645

SpA

24x36

LANDS N/F

NATHAN & REBECCA MARTIN MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

24x36

LANDS N/F

MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

NEVIN & ETHEL MARTIN MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-101

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

24x36

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

24x36

LANDS N/F

24x36

WILLIAM LOUIS DEATRICH

24x36

HaD

30331 09/23/24

24x36

645

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

655

KIEFFER

SHEET

24x36

C-101

24x36

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:15am

2023-09-21

24x36

www.beckermorgan.com

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

715

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

24x36

DsB

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

695

24x36

AR CH I T E C TURE E NG I N E E R I NG

670

24x36

RF UN

24x36

69 0

24x36

685

24x36

65' WIDE POTOMAC ED ISON R/W L. 761 F. 738 (EXCEPTION #12)

24x36

DsA

KR OA D

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

695 67

RmD

Maryland

700

North Carolina

705

24x36

RIDGE LINE

680

695

24x36

G-2

ZONING: RT - RESIDENTIAL TRANSITION

710

G-2

685

705

RmB

24x36

700

RmC

690

668

ESD BERM 5 BERM CREST EL.: 669'

J EFF

660

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

660

655

24x36

652

655

LICENSE NUMBER: JAH EXPIRATION DATE:

24x36

PROJECT TITLE

652

ESD BERM 2 BERM CREST EL.: 653'

646

KIEFFER FUNK SOLAR

G-5

24x36

HaD

646

G-2

ESD BERM 4 BERM CREST EL.: 647'

24x36

5 63

24x36

63 4

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

G-5

655

630

625

626

ESD BERM 8 BERM CREST EL.: 635'

633

SHEET TITLE 630

ESD BERM 7 BERM CREST EL.: 627'

625

620

615

G-4

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

SINGLE AXIS

6TRACKER 35 SOLAR

HaB

ARRAY (TYPICAL)

SpA

24x36

HaB OE

OAD

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

G-4

640

24x36

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

24x36

645

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

SITE PLAN

24x36

626

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

24x36

G-2

G-5

24x36

G-1

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL) 62

G-3

635

24x36

PROPOSED 14' WIDEHaA CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

SMITHSBURG WASHINGTON CO., MD

24x36

650

ESD BERM 6 HaC BERM CREST EL.: 637' G-5

G-4

11609 KIEFFER FUNK RD

645

G-5 G-2

24x36

6 635 36

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

100

200

24x36

630

24x36

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

5 64

615

Do Not Explode - Select Scale

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

ISSUE BLOCK

24x36

610

24x36

G-4

630

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

DvD

SCALE: 1" = 100'

625

620

DvC

32" THICK CLASS II RIP-RAP ENERGY DISSIPATION AREA

625

640

24x36

650

24x36

635

HaC

5 65

620

645

SpA G-2

24x36

32" THICK CLASS II RIP-RAP ENERGY DISSIPATION AREA

LANDS N/F

24x36

G-2

MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

LANDS N/F

24x36

C-PR-SITE-C-NOTES.DWG

WASHINGTON COUNTY DRIVEWAY CONNECTION. REFER TO SHEET C-701 FOR ENTRANCE DETAILS. INSTALL 7' TALL AG-FENCE INSTALL 20' WIDE GATE AREA OF SLOPES OVER 10% GRADE CONCRETE EQUIPMENT PAD

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-201

LANDS N/F

NEVIN & ETHEL MARTIN MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

24x36

SHEET

C-201

24x36

G-1 G-2 G-3 G-4 G-5

GENERAL CONSTRUCTION NOTES

MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

24x36

WILLIAM LOUIS DEATRICH

G-2

24x36

NATHAN & REBECCA MARTIN

24x36

645

30331 09/23/24

24x36

650

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

RmC G-4

ES o. 30331 I SION ENG AL

G-2

24x36

665

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

ESD BERM 1 BERM CREST EL.: 665'

664

24x36

G-4

675

SINGLE AXIS TRACKER SOLAR ARRAY (TYPICAL)

670

NE ER

24x36

G-2

664

675

24x36

ESD BERM 3 BERM CREST EL.: 681'

F MAR E O Y A. HA Y

675 680

24x36

682

678

STA T

24x36

G-4

RyD

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

680

24x36

685

ND LA AN

24x36

LANDS N/F

VERNON & CONDY SOWERS

F PRO

24x36

DsD

695

24x36

G-4

640

24x36

ZONING: A(R) - AGRICULTURAL RURAL

24x36

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

EXISTING ZONING LINE

FUNK R

24x36

DOUGLAS SOWERS

715

24x36

RIDGE LINE

24x36

www.beckermorgan.com

LANDS N/F

DsB

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

710

RmC

KIEFFER

.PDF

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2023-09-21

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

KIE FFE RF

24x36

Delaware

24x36

670

11) 0 2 3(

24x36

69 0

AR CH I T E C TURE E NG I N E E R I NG

24x36

685

24x36

685

24x36

65' WIDE POTOMAC ED ISON R/W L. 761 F. 738 (EXCEPTION #12)

24x36

83 D NA

EX. GRO UN

24x36

2.0'

4:1

24x36

GRO

UND

Maryland

ELE VAT IO

24x36

North Carolina

24x36

www.beckermorgan.com

NO SCALE

24x36

DsB RIDGE LINE

RIDGE LINE

680

DOUGLAS SOWERS

24x36

EXISTING ZONING LINE 0 69

695

24x36

ZONING: RT - RESIDENTIAL TRANSITION

710

24x36

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

715

685

705

24x36

ZONING: A(R) - AGRICULTURAL RURAL

RmB RmC

DsD

LANDS N/F

675

668

670

675

ESD BERM 1 BERM CREST EL.: 665'

664

665

ESD BERM 5 BERM CREST EL.: 669'

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

655

660

LICENSE NUMBER: JAH EXPIRATION DATE:

652

655

PROJECT TITLE 65

ESD BERM 2 BERM CREST EL.: 653'

24x36

646

24x36

645

KIEFFER FUNK SOLAR

652

11609 KIEFFER FUNK RD

24x36

63 6

ESD BERM 4 BERM CREST EL.: 647'

645

24x36

650

ESD BERM 6 HaC BERM CREST EL.: 637'

HaA

24x36

SMITHSBURG WASHINGTON CO., MD

646

24x36

635

24x36

HaD

24x36

626

625

626

630

SHEET TITLE

620

625

626

ESD BERM 8 BERM CREST EL.: 635'

626

STORMWATER MANAGEMENT PLAN

633

ESD BERM 7 BERM CREST EL.: 627'

625

620

645

24x36

630

24x36

655

626

640

24x36

627

OE OE

615

640 63

HaB

24x36

627

626

SpA

HaB

24x36

615

100

200

24x36

630

24x36

635

628

627

OAD

Do Not Explode - Select Scale

SCALE: 1" = 100'

24x36

625 630

24x36

610

DvD

640

24x36

650

24x36

635

HaC

645

SpA

24x36

ISSUE BLOCK

32" THICK CLASS II RIP-RAP ENERGY DISSIPATION AREA 620

DvC 625

620

LANDS N/F

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-301

NATHAN & REBECCA MARTIN

PROJECT NO.: DATE: SCALE:

LANDS N/F

WILLIAM LOUIS DEATRICH

MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

C-301

24x36

LANDS N/F

NEVIN & ETHEL MARTIN

24x36

MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

2022267.00 9/19/2023 1" = 100'

24x36

MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

24x36

32" THICK CLASS II RIP-RAP ENERGY DISSIPATION AREA

24x36

650

30331 09/23/24

24x36

RmC

24x36

7 66

660

24x36

675

ES o. 30331 I SION ENG AL

664

24x36

ESD BERM 3 BERM CREST EL.: 681'

680

24x36

682

678

F PRO

RyD

24x36

680

J EFF

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

685

STA T

24x36

690

F MAR E O Y A. HA Y

24x36

VERNON & CONDY SOWERS

ND LA AN

695

NE ER

24x36

700

FUNK R

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

TYPICAL INFILTRATION BERM

KIEFFER

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am

2023-09-21

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

EX.

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

1.0'

24x36

Delaware

4:1

24x36

4:1

24x36

AR CH I T E C TURE E NG I N E E R I NG

D EL EVA TION

1) 1 0 (2

24x36

ESD SUMMARY

24x36

AR CH I T E C TURE E NG I N E E R I NG Delaware

24x36

615

24x36

Maryland

32"

24x36

North Carolina

24x36

610

www.beckermorgan.com

610

0+50

0+60

-0+10

0+00

0+50

614.7

614.6

614.4

614.3

614.2

614.0

614.1

613.9

614.0

614.1

614.3

24x36

0+00

1+00

1+10

24x36

-0+10

24x36

614.4

24x36

610

SCALE - 1" = 20'

SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'

24x36

dissipation area 1A23 - CENTERLINE dissipation 0+60.00) area 1B24 CENTERLINE PROFILE (-0+10.00 TO 1+10.00) A - A PROFILE (-0+10.00 TO SECTION B -- B SECTION

ENERGY DISSIPATION AREA #1

NE ER

24x36

J EFF

STA T

F MAR E O Y A. HA Y

24x36

SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'

ND LA AN

24x36

ES o. 30331 I SION ENG AL

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

24x36

LICENSE NUMBER: JAH EXPIRATION DATE:

PROJECT TITLE

24x36

KIEFFER FUNK SOLAR 11609 KIEFFER FUNK RD

ENERGY DISSIPATION AREA #2

SMITHSBURG WASHINGTON CO., MD

24x36

SCALE - 1" = 20'

24x36

620

24x36

SHEET TITLE

24x36

STORMWATER MANAGEMENT PLAN

24x36

32"

615

24x36

615

24x36

100

200

24x36

Do Not Explode - Select Scale

24x36

SCALE: 1" = 100'

24x36

32"

617.3

616.4

615.6

614.8

613.9

613.8

613.7

613.6

613.5

613.4

613.2

613.1

613.2

613.6

613.9

614.3

614.7

617.7

615.1

609

615.9

609

616.8

609

610

RIP-RAP

613.1

613.2

613.3

613.4

24x36

610

MARK

DATE

. .

DESCRIPTION

24x36

613.5 613.58

609

610

24x36

RIP-RAP

610

24x36

ISSUE BLOCK

24x36

LAYER STATE: C-302

-0+10

0+00

0+50

0+60

-0+10

0+00

1+50

dissipation area 2B26 - CENTERLINE PROFILE (-0+10.00 TO 2+40.00)

2+00

2+40

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'

24x36

C-302

24x36

SCALE - H: 1" = 20' V: 1" = 2'E - 1" = 20'

1+00

2022267.00 9/19/2023 1" = 100'

24x36

dissipation area 2A25 - CENTERLINE SECTION B - B A - A PROFILE (-0+10.00 TO 0+60.00) SECTION

0+50

PROJECT NO.: DATE: SCALE:

24x36

30331 09/23/24

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

RIP-RAP

24x36

RIP-RAP

F PRO

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am

2023-09-21

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

32"

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

615

24x36

615

24x36

11) 0 2 3(

24x36

670

Maryland

695

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

North Carolina

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

705

24x36

700

24x36

710

LANDS N/F

24x36

RIDGE LINE

680

DOUGLAS SOWERS

24x36

EXISTING ZONING LINE 0

695

24x36

ZONING: RT - RESIDENTIAL TRANSITION

710

24x36

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

715

ZONING: A(R) - AGRICULTURAL RURAL

24x36

685

705

24x36

700

LANDS N/F

668

670

24x36

11) 0 2 3( D8

660

665

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND LICENSE NUMBER: JAH EXPIRATION DATE:

650

KIEFFER FUNK SOLAR

24x36

652

24x36

646

64 0

24x36

11609 KIEFFER FUNK RD

SMITHSBURG WASHINGTON CO., MD

646

645

24x36

635

SHEET TITLE

620

625

626

OVERALL GRADING PLAN

633 626

630

24x36

625

620

645

24x36

615

640

24x36

OE OE

24x36

615

100

200

24x36

630

SCALE: 1" = 100'

24x36

Do Not Explode - Select Scale

24x36

627

630

24x36

626

640

24x36

655

24x36

635 626

24x36

63 5

24x36

650

OAD

ISSUE BLOCK

625

24x36

620

625

630

610

24x36

620 640

650

635

24x36

645

PROJECT TITLE

SHEET C-403

SHEET C-402

652

30331 09/23/24

24x36

655

24x36

7 66

24x36

655

660

24x36

675

664

NE ER

24x36

675

ES o. 30331 I SION ENG AL

664

24x36

680

F PRO

675

24x36

682

678

J EFF

680

24x36

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

685

STA T

24x36

690

F MAR E O Y A. HA Y

ND LA AN

VERNON & CONDY SOWERS

24x36

695

FUNK R

645

24x36

0 66

LANDS N/F

MARK

DATE

. .

DESCRIPTION

24x36

LAYER STATE: C-401

NATHAN & REBECCA MARTIN MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

LANDS N/F

WILLIAM LOUIS DEATRICH

MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

24x36

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

C-401

24x36

LANDS N/F

NEVIN & ETHEL MARTIN

2022267.00 9/19/2023 1" = 100'

24x36

MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

PROJECT NO.: DATE: SCALE:

24x36

www.beckermorgan.com

KIEFFER

.PDF

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24x36

KIE F

24x36

FE RF

69 0

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

Delaware

24x36

UN KR OA D

24x36

685

AR CH I T E C TURE E NG I N E E R I NG

685

24x36

65' WIDE POTOMAC ED ISON R/W L. 761 F. 738 (EXCEPTION #12)

24x36

680

24x36

20.72'

24x36

634.94'

633.02'

24x36

663.21'

634.90'

634.24'

662.79'

634.27'

633.58'

634.60'

633.91'

633.68'

633.27'

662.21'

661.77'

Delaware

24x36

SCALE - 1" = 10'

North Carolina

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

24x36

EQUIPMENT PAD #2

24x36

650

643

24x36

646

24x36

651

636

24x36

652

24x36

653

646

645

24x36

63 5

637

24x36

636

24x36

REFER TO EQUIPMENT PAD #2 DETAIL ON THIS SHEET

638

636

24x36

J EFF

629.79'

627.92'

63 4

24x36

LICENSE NUMBER: JAH EXPIRATION DATE:

627.31' 5

627.31'

625.78'

24x36

619.57'

24x36

619.57'

24x36

622.71'

622.71' 61 9

619.31'

621.10'

24x36

SMITHSBURG WASHINGTON CO., MD

620.39'

617.97'

24x36

617.97'

OE OE

618

618.67'

SHEET TITLE

616.21'

61 OE

620

618.16'

24x36

622.66'

617

622.66' 615.41'

OE OE

616

615.41'

618.03'

618.03' 620

625.28'

24x36

614.96'

612

614.96'

24x36

625.28'

100

24x36

620.14'

Do Not Explode - Select Scale

SCALE: 1" = 50'

626.53' 61

614.84'

24x36

620

6 62

621

622

24x36

614.84'

626.53'

24x36

617

625

622.29'

622

ISSUE BLOCK

24x36

616

622.29' 627.37'

627.37'

623

614.78'

628.74'

614.81'

24x36

625.63'

24x36

625.28'

623.91'

621.23'

616.70'

625.40'

625.36'

625.28'

623.91'

61 4 614 613

616.69'

613.89'

613.59'

614.09'

617.03'

614.09'

617.07'

621.54'

621.56'

625.07'

625.10'

628.10'

629.83'

629.85'

631.62'

631.52'

631.64'

634

633.44'

631.84'

631.86'

633.46'

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-402

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 50'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

24x36

618 617 616

SHEET

24x36

C-402

24x36

619

621.22'

613.59'

628.08'

24x36

625.48'

618

0 62

619

24x36

625.40'

613.90'

616.02'

632.14'

24x36

625.63'

614.45'

630.59'

628.74'

24x36

1 62

614.81'

24x36

623

614.78'

624 623 622 621

24x36

SITE & GRADING PLAN

620.24'

24x36

621

620.39'

24x36

11609 KIEFFER FUNK RD

622

620

61 7

24x36

623

622.46'

24x36

618

6 62

624.74'

62 0

624.00'

621

24x36

626

624.74'

61 9

627

624.00'

24x36

626

62 1

PROJECT TITLE

KIEFFER FUNK SOLAR

623

622

30331 09/23/24

24x36

628.00'

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

623

628.00'

NE ER

24x36

627.72'

629.79'

24x36

624.88'

622.65'

624.56'

REFER TO EQUIPMENT PAD #1 DETAIL ON THIS SHEET

630.00'

24x36

625.89'

623.07'

628.92'

626.94'

11) 0 2 3( D8

632.98'

622

625.68'

624

623.18'

635

ES o. 30331 I SION ENG AL

630.00' 629.20'

623

24x36

625.89'

623.17'

631

629.87'

623.08'

624.88'

625.68'

622.65'

626.93'

624.55'

629.62'

628.91'

633.16'

F PRO

63 0

640

24x36

632

F MAR E O Y A. HA Y

ND LA AN

633

STA T

640

634

OAD FUNK R

24x36

www.beckermorgan.com

639

KIEFFER

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2023-09-21

24x36

EQUIPMENT PAD #1

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

Maryland

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

635.23'

AR CH I T E C TURE E NG I N E E R I NG

8.59'

634.70'

24x36

635.48'

6.51' 8.59'

24x36

635.15'

633.80'

3.23'

3.23' 6.51'

662.31'

20.72'

634.90'

633.35'

24x36

663.41'

635.27'

24x36

1) 1 0 (2 83 D NA

24x36

646.31'

20.72'

646.04'

650.23'

645.98'

24x36

6.51'

8.59'

649.91'

645.87' 645.63'

646.20'

650.24'

645.53'

645.96'

6.51'

650.06'

649.18'

649.78'

649.51'

644.63'

644.96'

Delaware

644.46'

644.79'

644.25'

644.06'

644.58'

644.39'

24x36

EQUIPMENT PAD #4

EQUIPMENT PAD #5

SCALE - 1" = 10'

North Carolina

24x36

652

24x36

652

24x36

REFER TO EQUIPMENT PAD #4 DETAIL ON THIS SHEET

648.96'

646

648.96'

24x36

REFER TO EQUIPMENT PAD #3 DETAIL ON THIS SHEET

24x36

645

647.08'

J EFF

STA T

643.98'

24x36

650.35'

643.98'

24x36

652

642

645.51'

642.97'

654

643.27'

LICENSE NUMBER: JAH EXPIRATION DATE:

643.27'

651.95'

30331 09/23/24

24x36

651.95'

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

24x36

653

645.51'

NE ER

24x36

645.63'

643

651

ES o. 30331 I SION ENG AL

24x36

F PRO

640

645.63'

24x36

648.76'

645.78'

F MAR E O Y A. HA Y

ND LA AN

REFER TO EQUIPMENT PAD #5 DETAIL ON THIS SHEET

645.78'

24x36

647.08'

644.10'

641.73'

644.10' 650.59'

650.59'

KIEFFER FUNK SOLAR

643.92'

24x36

644.06'

644.18'

24x36

641

641.44'

638.79'

645.56'

639.16'

638.27'

24x36

627.97'

24x36

638

637

636

632.08'

632.08' 633

635.94'

637.57' 636.60'

630

632

636.36'

24x36

634

638.27'

636.36'

635.38'

633.07'

631.04'

24x36

636.60'

629.09'

639

623.59'

635.38'

24x36

633.07'

623.07'

629.79'

628.36'

631.04'

100

24x36

628.36'

630.96'

24x36

639.73'

640.95'

637.41'

635.13'

638

MARK

DATE

. .

DESCRIPTION

LAYER STATE: C-403

638.63'

640.52'

650

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 50'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

642

640

C-403

24x36

636

634.16'

641.00'

633.02'

639.68'

6 63

631.64'

637.33'

631.31'

634.14' 635.03'

632.86'

633.00'

24x36

634.47'

631.62'

0 64

636.06'

640.44'

24x36

633.46'

630

8 63

638.63'

24x36

631.32'

24x36

632.89'

24x36

634.46'

633.44'

634.36'

633.43'

636.12'

633.75'

634.38'

24x36

634.36'

636.06'

632.14'

633.54'

633

624

633.43'

634 637

629.51'

628.74'

632.29'

633.75'

629.51'

ISSUE BLOCK

633.54'

632.84'

632

623

24x36

631.69'

Do Not Explode - Select Scale

SCALE: 1" = 50'

630.96'

632.39'

626.06'

622

632.29'

631.69'

626.06'

629.79'

24x36

627.97'

SHEET TITLE

SITE & GRADING PLAN

635.94'

637.54' 638.14'

645.56'

641.44'

24x36

638.14' 639

644.06'

24x36

644.64'

24x36

634.51'

24x36

644.03'

642

634.51'

644.22'

644.18'

646.33'

641

24x36

640

639.64'

638.82'

SMITHSBURG WASHINGTON CO., MD

644.64'

644.03'

11609 KIEFFER FUNK RD

644.22'

648.74'

641

633

644.26'

640.67'

641.26'

24x36

643.92'

24x36

PROJECT TITLE

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am

2023-09-21

24x36

www.beckermorgan.com

652 1

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

24x36

EQUIPMENT PAD #3

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

Maryland

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

649.45'

AR CH I T E C TURE E NG I N E E R I NG

8.59'

24x36

3.23'

649.73'

645.86'

644.19'

24x36

6.51'

644.52'

20.72'

644.68'

D8 A N

646.32'

645.01'

3.23'

8.59'

645.99'

649.17'

)

24x36

3.23'

649.50'

20.72'

649.90'

11 (20

24x36

646.37'

24x36

1..

SOILS LINE/LABEL

2. 3.

L.O.D.

LIMITS OF DISTURBANCE SUPER SILT FENCE FILTER LOG STABILIZED CONSTRUCTION ENTRANCE

4. 5. 6.

24x36

224

EXISTING CONTOUR LINE

228

CONTRACTOR TO OBTAIN ALL COUNTY AND STATE PERMITS. NOTIFY MDE AT 1-410-901-4020, AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION FOR A

PRE-CONSTRUCTION MEETING. FAILURE TO DO SO CONSTITUTES A VIOLATION OF THE APPROVED PLANS. CLEAR AND GRUB THOSE AREAS NECESSARY FOR THE INSTALLATION OF EROSION & SEDIMENT

CONTROLS. AS INDICATED ON PLAN. 5.

NOTIFY MDE THAT PERIMETER SEDIMENT CONTROLS ARE IN PLACE.

TEMPORARILY STABILIZE DISTURBED AREAS WITHIN THREE (3) DAYS OF INITIAL DISTURBANCE.

Delaware

MATERIAL TO BE SPREAD ON-SITE OR RELOCATED TO AN APPROVED AREA. 8.

PERFORM SITE STABILIZATION, ETC. PER PLAN.

BEGIN INSTALLATION OF SOLAR ARRAY AS SHOWN ON PLAN.

10. BEGIN PERMANENT STABILIZATION OF SITE INCLUSIVE OF POLLINATOR SEED MIX UNDER THE ARRAY

EROSION & SEDIMENT CONTROL DATA

11. COMPLETE PERMANENT STABILIZATION OF THE SITE

DURING THE COURSE OF INSTALLATION OF THE ARRAY. BEGIN LANDSCAPING INSTALLATION.

Maryland

12. CONTRACTOR SHALL CONTACT MDE AT 1-410-901-4020 PRIOR TO REMOVAL OF EROSION AND

72.90± ACRES

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CONTROL MEASURES.

North Carolina

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3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

24x36

710

RmC

LANDS N/F

DsB

24x36

RIDGE LINE

680

DOUGLAS SOWERS

24x36

EXISTING ZONING LINE

24x36

SF L.O.D.

695

ZONING: RT - RESIDENTIAL TRANSITION

L.O.D. SF

24x36

L.O.D.SF

0 69

710

3152 LF SILT FENCE

ZONING: A(R) - AGRICULTURAL RURAL SF SF L.O.D.

L.O.D.

SF L.O.D.

24x36

685

705

24x36

MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

715

RmB

24x36

700

DsD

24x36

.D.

24x36

NE ER

HaA

HaC

24x36

L.O

.D.

L.O.D.

627

655

SCE 626

24x36

625

FL-18

640

24x36

FL-18

645

FL -1

HaB

24x36

625

SSF

FL-18

40'

SpA

HaB

EROSION SEDIMENT CONTROL PLAN

620

FILTER LOG

FL-

630

24x36

SSFL.O.D.

626

TEMPORARY STOCKPILE AREA 20 FEET MAX. HEIGHT: MAX. SIDE SLOPES: 2:1

40'

FILTER LOG

633

L.O.D.

626

SHEET TITLE

24x36

620

FL-

626

630

625

FL-18

626

-18

24x36

18 FL-

SSF L.O.D.

5 64

24x36

200

ISSUE BLOCK

24x36

625

Do Not Explode - Select Scale

SCALE: 1" = 100'

24x36

DvC

625

100

630

L.O.D. SSF

-1 8

620

24x36

615

24x36

5443 LF SUPER SILT FENCE

630

610

24x36

640

645

SSF L.O.D.

SSF

L.O.D.

SSF

SSF L.O.D.

LANDS N/F

SSF

SSF L.O.D.

SSF

SSF L.O.D.

SSF

L.O.D.

SSF

24x36

DATE

DESCRIPTION

LAYER STATE: C-501

LANDS N/F

NEVIN & ETHEL MARTIN MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

C-501

24x36

5443 LF SUPER SILT FENCE

MARK

. .

24x36

MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

L.O.D.

LANDS N/F

WILLIAM LOUIS DEATRICH

24x36

MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

SSF

NATHAN & REBECCA MARTIN

24x36

5443 LF SUPER SILT FENCE

HaC

24x36

SpA

635

650

5 65

620

DvD

SSLF.O.D.

627

FL-1

24x36

.D.

24x36

SSL F.O

24x36

SMITHSBURG WASHINGTON CO., MD

SSF

24x36

L.O.D.6S45SF

640

24x36

635

615

24x36

646

650

627

24x36

635

628

24x36

11609 KIEFFER FUNK RD

3152 LF SILT FENCE

24x36

KIEFFER FUNK SOLAR

652

HaD

STABILIZED CONSTRUCTION ENTRANCE

30331 09/23/24

PROJECT TITLE

646

645

J EFF

24x36

L.O

650

LICENSE NUMBER: JAH EXPIRATION DATE:

24x36

652

655

5443 LF SUPER SILT FENCE

24x36

SSFL.O.D.

RmC

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

655

660

24x36

665

626

24x36

11) 0 2 3( D8

660

24x36

675

664

24x36

670

ES o. 30331 I SION ENG AL

664

675

668

24x36

680

24x36

675

682

678

F PRO

L.O.

RyD

680

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

F MAR E O Y A. HA Y

ND LA AN

685

VERNON & CONDY SOWERS

SSF L.O.D.

690

OAD

24x36

LANDS N/F

695

STA T

RmC

FUNK R

24x36

www.beckermorgan.com

KIEFFER

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am

2023-09-21

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

SEDIMENT CONTROL MEASURES. WITH INSPECTORS APPROVAL, REMOVE SEDIMENT AND EROSION

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

CLEAR, GRUB AND ROUGH GRADE PROPOSED DRIVE WAYS, CONCRETE PADS, ETC. STOCKPILE

PROPOSED CELLULAR CONFINEMENT ACCESS ROAD

TOTAL DISTURBED AREA:

AR CH I T E C TURE E NG I N E E R I NG

INSTALL PERIMETER CONTROLS INCLUDING SILT FENCE, STABILIZED CONSTRUCTION ENTRANCE, ETC.

24x36

PROPOSED CONTOUR LINE

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SCE

THE FOLLOWING ITEMS HAVE BEEN ADDRESSED TO MEET THE REQUIREMENTS OF THE GENERAL PERMIT FOR STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDES NUMBER MDR10, STATE DISCHARGE PERMIT NUMBER 09GP). 1.) UTILIZATION OF ENVIRONMENTAL SITE DESIGN 2.) MAINTENANCE OF LIMITS OF DISTURBANCE TO PROTECT NATURAL AREAS 3.) CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES 4.) EVALUATION AND APPROPRIATE LIMITATION OF SITE CLEARING 5.) EVALUATION AND DESIGNATION OF SITE AREA FOR PHASING OR SEQUENCING 6.) IDENTIFICATION OF SOILS AT HIGH RISK FOR EROSION AND ADVANCED STABILIZATION TECHNIQUES TO BE USED 7.) IDENTIFICATION OF STEEP SLOPES AND DESIGNATION OF LIMITATIONS ON CLEARING THEM 8.) EVALUATION AND DESIGNATION OF STABILIZATION REQUIREMENTS AND TIME LIMITS AND PROTECTION MEASURES FOR DISCHARGES TO THE CHESAPEAKE BAY, IMPAIRED WATERS OR WATERS WITH AN ESTABLISHED TOTAL MAXIMUM DAILY LOAD (TMDL).

24x36

SF SSF FL-18

SILT FENCE

THIS PLAN INCLUDES STANDARD EROSION AND SEDIMENT CONTROLS AND MAINTENANCE CRITERIA TO PROTECT NATURAL AREAS. CONTROL OF CONSTRUCTION EQUIPMENT AND VEHICLES ARE PROVIDED ON THIS PROJECT SITE THROUGH THE USE OF A STABILIZED CONSTRUCTION ENTRANCE (EXISTING PAVEMENT). SITE CLEARING ON THIS PROJECT SITE HAS BEEN EVALUATED AND LIMITED TO ONLY THOSE AREAS NECESSARY. THIS PROJECT SITE IS DESIGNED TO BE CONSTRUCTED AS A SINGLE PHASE AND THEREFORE DOES NOT INCLUDE ADDITIONAL PHASING. THIS PROJECT SITE DOES NOT INCLUDE SOIL AT HIGH RISK FOR EROSION. ALL AREAS PROPOSED AT GREATER THAN 3:1 SLOPE SHALL BE STABILIZED WITH STABILIZATION MATTING PER MDE STANDARDS. NO STEEP SLOPES EXIST ON THIS SITE AND THEREFORE CLEARING OF SUCH AREAS DOES NOT APPLY.

SEQUENCE OF CONSTRUCTION

24x36

PROPOSED CHAINLINK FENCE

EIGHT ELEMENTS OF ENVIRONMENTAL SITE DESIGN:

24x36

MDE GENERAL PERMIT STATEMENTS

EROSION SEDIMENT CONTROL LEGEND

24x36

TEMPORARY SEEDING SUMMARY

24x36

ANNUAL RYEGRASS

SEEDING DEPTHS

2/15 TO 4/30 8/15 TO 11/30

1/2"

LIME RATE

436 lb/ac (10 lb/1000 sf)

2 ton/ac (90 lb/1000 sf)

24x36

SPECIES

SEEDING DATES

FERTILIZER RATE (10-20-20)

24x36

NO.

APPLICATION RATE (lb/ac)

24x36

HARDINESS ZONE (FROM FIGURE B.3): SEED MIXTURE (FROM TABLE B.1):

PERMANENT SEEDING SUMMARY (POLLINATOR MIX)

P2O5

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26.4%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

Dactylis glomerata, Potomac

7.08

21.0%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

7.08

18.9%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

7.08

12.0%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

7.08

5.7%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

24x36

Bromus biebersteinii, 'Fleet' Trifolium hybridum

5.0%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

Trifolium pratense, Medium, Variety Not Stated

7.08

4.8%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

7.08

2.0%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

7.08

1.4%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf) 2 ton/ac (90 lb/1000 sf)

24x36

7.08

8 9 10

Chamaecrista fasciculata, PA Ecotype Linum perenne Coreopsis lanceolata

7.08

1.0%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

7.08

0.9%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

Chrysanthemum leucanthemum

7.08

0.5%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

Solidago nemoralis, PA Ecotype

7.08

0.4%

45 lbs per acre 90 lbs per acre 90 lbs per acre (1.0 lb/1000sf) (2.0 lb/1000sf) (2.0 lb/1000sf)

2 ton/ac (90 lb/1000 sf)

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

www.beckermorgan.com

24x36

North Carolina

24x36

Lotus corniculatus, 'Leo'

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

PRIOR TO THE START OF WORK, THE CONTRACTOR IS TO OBTAIN MDE APPROVAL OF ANY PROPOSED PLAN CHANGES AND SEQUENCE OF CONSTRUCTION, SPECIFICALLY RELATING TO INSTALLATION, INSPECTION, MAINTENANCE AND REMOVAL OF EROSION AND SEDIMENT CONTROL MEASURES.

SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL THE AREAS SERVED HAVE ESTABLISHED VEGETATIVE COVER, OR WITH THE PERMISSION OF THE MDE SEDIMENT CONTROL INSPECTOR.

WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO AN APPROVED SEDIMENT TRAPPING MEASURE PRIOR TO RELEASE FROM THE SITE.

ALL TEMPORARY STOCKPILES ARE TO BE LOCATED WITHIN AREAS PROTECTED BY SEDIMENT CONTROL MEASURES, AND ARE TO BE TEMPORARILY STABILIZED.

ALL SEDIMENT CONTROL DIKES, SWALES, BASINS AND FLOW LINES TO BASINS WILL BE TEMPORARILY SEEDED IMMEDIATELY UPON INSTALLATION TO REDUCE THE CONTRIBUTION TO SEDIMENT LOADING.

DISPOSAL OF EXCESS EARTH MATERIALS ON STATE OR FEDERAL PROPERTY REQUIRES MDE APPROVAL, OTHERWISE MATERIALS ARE TO BE DISPOSED OF AT A LOCATION APPROVED BY THE LOCAL AUTHORITY.

TEMPORARY SOIL EROSION CONTROL AND SEDIMENT CONTROL MEASURES ARE TO BE PROVIDED AS PER THE APPROVED PLAN PRIOR TO GRADING OPERATIONS. LOCATION ADJUSTMENTS ARE TO BE MADE IN THE FIELD AS NECESSARY. THE MINIMUM AREA PRACTICAL SHALL BE DISTURBED FOR THE MINIMUM POSSIBLE TIME.

IF GRADING IS COMPLETED OUT OF A SEEDING SEASON, GRADED AREAS ARE TO BE TEMPORARILY STABILIZED BY MULCH AND MULCH ANCHORING. MULCH MATERIAL SHALL BE UNWEATHERED, UNCHOPPED SMALL GRAIN STRAW SPREAD AT THE RATE OF 1 1/2 TO 2 TONS PER ACRE. MULCH ANCHORING TO BE ACCOMPLISHED BY AN APPROVED METHOD, USE OF A MULCH ANCHORING TOOL IS RECOMMENDED WHERE POSSIBLE.

J EFF

STA T

NE ER

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

IMPLEMENTATION OF THE SEDIMENT CONTROL PLAN SHALL BE IN ACCORDANCE WITH "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".

LICENSE NUMBER: JAH EXPIRATION DATE:

24x36

30331 09/23/24

24x36

ES o. 30331 I SION ENG AL

10. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF THE APPROVED PLAN, AND ALL OTHER MEASURES NECESSARY TO CONTROL, FILTER, OR PREVENT SEDIMENT FROM LEAVING THE SITE.

PROJECT TITLE

24x36

12. ON SITES WHERE INFILTRATION TECHNIQUES ARE UTILIZED FOR THE CONTROL OF STORMWATER, EXTREME CARE MUST BE TAKEN TO PREVENT ALL RUNOFF FROM ENTERING THE STRUCTURE DURING CONSTRUCTION.

KIEFFER FUNK SOLAR

24x36

11. IN CASE WHERE STORMWATER MANAGEMENT STRUCTURES ARE A PART OF SITE DEVELOPMENT, REMOVAL OF SEDIMENT CONTROL STRUCTURES MAY NOT BE ACCOMPLISHED BEFORE THE CONTRIBUTING DRAINAGE AREA TO THE STORMWATER MANAGEMENT STRUCTURE IS STABILIZED. ALSO, PROPER DEWATERING OF THE SEDIMENT FROM THE SITE.

24x36

F MAR E O Y A. HA Y

ND LA AN

24x36

EROSION & SEDIMENT CONTROL NOTES:

F PRO

13. SEDIMENT CONTROL FOR CONSTRUCTION IN AREAS OUTSIDE OF DESIGNED CONTROLS:

24x36

11609 KIEFFER FUNK RD

SMITHSBURG WASHINGTON CO., MD

24x36

(A) EXCAVATED TRENCH MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE TRENCH. (B) IMMEDIATELY FOLLOWING PIPE INSTALLATION THE TRENCH SHALL BE BACKFILLED, COMPACTED AND STABILIZED AT THE END OF EACH WORKING DAY. (C) TEMPORARY SILT FENCE OR STRAW BALE DIKES SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF ANY DISTURBED AREA INTENDED TO REMAIN DISTURBED LONGER THAN ONE WORKING DAY. (D) REMOVE ONLY LENGTH OF SIDEWALK THAT CAN BE REPLACED DURING THE SAME WORKING DAY.

24x36

14. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC WAYS.

24x36

15. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, DETAILS OF TEMPORARY OR PERMANENT STABILIZATION SHALL BE COMPLETED AS FOLLOWS:

24x36

(A) WITHIN THREE CALENDAR DAYS ON ALL SURFACES OF PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1).

24x36

(B) WITHIN SEVEN DAYS FOLLOWING FINAL GRADING, ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT WILL BE PERMANENTLY STABILIZED BY SEEDING OR MULCH. PERMANENT MULCH CAN INCLUDE BUT IS NOT LIMITED TO STONE, GRAVEL, BLACKTOP, OR CONCRETE SURFACING.

SHEET TITLE

24x36

EROSION SEDIMENT CONTROL PLAN

24x36

THE REQUIREMENTS OF SECTION B-4 (VEGETATIVE STABILIZATION) DO NOT APPLY TO THOSE AREAS WHICH ARE SHOWN ON THE PLAN AND ARE CURRENTLY BEING USED FOR MATERIAL STORAGE OR FOR THOSE AREAS ON WHICH ACTUAL CONSTRUCTION ACTIVITIES ARE CURRENTLY BEING PERFORMED OR TO INTERIOR AREAS OF A SURFACE MINE SITE WHERE THE STABILIZATION MATERIAL WOULD CONTAMINATE THE RECOVERABLE RESOURCE. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT THE STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".

24x36

16. STABILIZATION OF ALL DISTURBED AREAS ARE TO MEET THE REQUIREMENTS OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL - SECTION B-4 VEGETATIVE STABILIZATION".

24x36

17. THE OWNER/DEVELOPER OR REPRESENTATIVE IS TO CONTACT THE APPROPRIATE ENFORCEMENT AUTHORITY OR ITS AGENT AT THE FOLLOWING STAGES OF THE PROJECT: A. PRIOR TO THE START OF EARTH DISTURBANCE. B. UPON COMPLETION OF THE INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS, BUT BEFORE PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. C. PRIOR TO THE START OF ANOTHER PHASE OF CONSTRUCTION OR OPENING OF ANOTHER GRADING UNIT. D. PRIOR TO THE REMOVAL OF SEDIMENT CONTROL PRACTICES.

24x36

200

Do Not Explode - Select Scale

24x36

100

SCALE: 1" = 100'

19. FOR DEWATERING SMALL TEMPORARY EXCAVATIONS, THE CONTRACTOR MAY OPT TO INSTALL EITHER A TEMPORARY PUMPING PIT AND STILLING BASIN OR USE A SILT BAG DEVICE TO REMOVE SEDIMENTS FROM THE PUMPED WATER.

ISSUE BLOCK

20. SOIL PREPARATION, TOPSOILING, AND SOIL AMENDMENTS SHALL BE IN ACCORDANCE WITH SECTION B-4-2 OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".

24x36

18. CONTRACTOR SHALL CONTACT THE SITE INSPECTOR FOR APPROVAL OF ANY MINOR REVISIONS TO THIS SITE PLAN A MINIMUM OF 5 DAYS PRIOR TO MAKING FIELD CHANGES. ANY MAJOR CHANGE TO THESE PLANS WILL REQUIRE REVISED DRAWINGS BE SUBMITTED AND APPROVED.

24x36

21. DUST CONTROL MEASURES SHALL BE IN ACCORDANCE WITH SECTION H-5 OF THE "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".

24x36

22. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY MEET THE APPROPRIATE REQUIREMENTS OF "2011 MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION & SEDIMENT CONTROL.

24x36

MARK

DATE

25. AS MANDATED BY THE NOTICE OF INTENT (NOI) GENERAL PERMIT ISSUED BY THE MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE), AN INSPECTION MUST BE PERFORMED ONSITE OF ALL SEDIMENT CONTROLS ON A WEEKLY BASIS AND AFTER EVERY RAINFALL EVENT. ALL SELF INSPECTIONS MUST BE MAINTAINED ALONG WITH ALL APPLICABLE GOVERNING AGENCY INSPECTION REPORTS IN A LOG BOOK, TO BE KEPT ONSITE AT ALL TIMES.

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

24x36

DESCRIPTION

LAYER STATE: C-502

24x36

SHEET

C-502

24x36

26. MODIFICATIONS TO AN APPROVED PLAN MAY BE REQUESTED BY THE OWNER/DEVELOPER OR REQUIRED BY THE APPROVAL OR ENFORCEMENT AUTHORITY. MODIFICATION OF AN APPROVED PLAN MUST BE MADE IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL CRITERIA CONTAINED IN THE STANDARD AND/OR AS DIRECTED BY THE ENFORCEMENT AUTHORITY. IF THE APPROVED PLAN NEEDS TO BE MODIFIED, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED.

24x36

. .

24. A MARYLAND DEPARTMENT OF THE ENVIRONMENT (MDE) NOTICE OF INTENT (NOI) GENERAL PERMIT FOR CONSTRUCTION ACTIVITY IS REQUIRED FOR ALL CONSTRUCTION ACTIVITY IN MARYLAND WITH A PLANNED TOTAL DISTURBANCE OF 1 ACRE OR MORE.

24x36

23. APPROVED PLANS REMAIN VALID FOR 3 YEARS FROM THE DATE OF APPROVAL, EXCEPT SURFACE MINES AND LANDFILL PLANS WHICH REMAIN VALID FOR 5 YEARS FROM THE DATE OF APPROVAL UNLESS SPECIFICALLY EXTENDED OR RENEWED BY THE APPROVAL AUTHORITY.

24x36

.PDF

F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am

2023-09-21

24x36

Maryland

24x36

Festuca elatior x Lolium perenne, Duo

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

Delaware

24x36

7.08

Poa pratensis, 'Ginger'

AR CH I T E C TURE E NG I N E E R I NG

LIME RATE K2O

24x36

PERCENT

Lolium perenne, 'Crave', Tetraploid

24x36

PRICE/LB

24x36

SPECIES

APPLICATION RATE (lb/ac)

24x36

NO.

FERTILIZER RATE (10-20-20)

24x36

FUZZ BUZZ MIX ERNMX - 146

24x36

North Carolina

24x36

3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

24x36

www.beckermorgan.com

24x36

2/15 TO 4/30 8/15 TO 11/30

1/2"

NE ER

24x36

J EFF

STA T

F MAR E O Y A. HA Y

24x36

ANNUAL RYEGRASS

24x36

ND LA AN

24x36

ES o. 30331 I SION ENG AL

24x36

I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

30331 09/23/24

24x36

LICENSE NUMBER: JAH EXPIRATION DATE:

24x36

PROJECT TITLE

24x36

KIEFFER FUNK SOLAR

24x36

11609 KIEFFER FUNK RD

24x36

SMITHSBURG WASHINGTON CO., MD

24x36

TALL FESQUE KENTUCKY BLUEGRASS

2/15 TO 4/30 8/15 TO 11/30

24x36

PERENNIAL RYEGRASS

24x36

SHEET TITLE

24x36

EROSION SEDIMENT CONTROL PLAN

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

24x36

Maryland

24x36

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

Delaware

F PRO 50

100

200

24x36

Do Not Explode - Select Scale

24x36

SCALE: 1" = 100'

24x36

ISSUE BLOCK

MARK

DATE

. .

DESCRIPTION

24x36

LAYER STATE: C-503

24x36

PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

24x36

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

24x36

SHEET

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C-503

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.PDF

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AR CH I T E C TURE E NG I N E E R I NG

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Delaware

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North Carolina

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3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

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628

627

J EFF

STA T

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630

F PRO

DRAINAGE SWALE

ES o. 30331 I SION ENG AL

PROPOSED 14' WIDE CELLULAR CONFINEMENT ACCESS ROAD (TYPICAL)

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630 627.47'

F MAR E O Y A. HA Y

ND LA AN

PROPERTY LINE

NE ER

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EDGE OF ROAD

626.52'

626.47'

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626.91'

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PROJECT TITLE

CENTERLINE OF ROADWAY

625.89'

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EX. GRADE

626.01'

625.92'

0+00

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625.53'

8" THICK CONCRETE MDOT SHA MIX NO. 3

TRANSITION FROM PAVEMENT TO CELLULAR CONFINEMENT

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REFER TO WASHINGTON COUNTY STD. DETAIL PLATE T-063

625

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6" MIN. DEPTH MD SHA GRADED AGGREGATE BASE REFER TO PLATE SD-011, NOTE #3

625 625.79'

SMITHSBURG WASHINGTON CO., MD

24x36

626

11609 KIEFFER FUNK RD

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625.51'

PR. GRADE

3.47

KIEFFER FUNK ROAD

626.26'

KIEFFER FUNK SOLAR

EDGE OF PAVEMENT

SHEET TITLE PROPERTY LINE

ENTRANCE PLANS

626

DRAINAGE SWALE

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625.9 625.91

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625.9 625.92

622

626.3 626.28

622

626.9 626.89

EDGE OF ROAD

625

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625.97'

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-0+25

SECTION A - A

SCALE - 1" = 5'

SCALE - H: 1" = 10' V: 1" = 1'

0+50

0+75

ENTRANCE20 - CENTERLINE PROFILE (-0+25.00 TO 0+75.00)

2.5

Do Not Explode - Select Scale

SCALE: 1" = 5'

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ENTRANCE DETAIL

0+00

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14'

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0+42

625.90'

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626

627

626.54'

30331 09/23/24

LICENSE NUMBER: JAH EXPIRATION DATE:

626

25.0'

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I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND

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25'

626.26'

0' R1

ISSUE BLOCK

MARK

DATE

. .

DESCRIPTION

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www.beckermorgan.com

R10

LAYER STATE: C-701

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PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 5'

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DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

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SHEET

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C-701

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.PDF

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312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

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Maryland

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309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

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)

011 2 ( 3 D8

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AR CH I T E C TURE E NG I N E E R I NG

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EXISTING SOIL

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18" FILTER MATERIAL (RIP RAP)

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Maryland

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15' (TYP.)

10'

North Carolina

LIMESTONE

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SINKHOLE TREATMENT INVERTED FILTER

12" 6' (TYP.)

4' (TYP.)

3' (TYP.)

THE FENCING SHALL BE WELDED FIELD WIRE, 7 FEET HIGH. FABRIC TO BE 4"x4" SQUARE OPENING, 14 GAUGE (MIN.) GALVANIZED STEEL.

CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.

ES o. 30331 I SION ENG AL

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7' HIGH AGRICULTURAL FENCE DETAIL

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GATE SHALL BE DOUBLE SWING TYPE, PROVIDED WITH GATE HOLD BACKS, LOCKABLE GATE LATCH AND DROP BAR INSTALLED IN A MINIMUM OF 1 CUBIC FOOT OF CONCRETE. GATES SHALL BE INSTALLED AND BRACED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. ALL GATE POSTS SHALL BE A MINIMUM OF 6" IN DIAMETER OR AS RECOMMENDED BY THE INSTALLER.

F MAR E O Y A. HA Y

J EFF

ND LA AN

STA T

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5/8" DIA. X 10' GROUND ROD (TYP.)

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5"~6"

6"~7"

NOTES :

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ACCESS ROAD GATEWAY

F PRO

SINKHOLE REMEDIATION DETAIL

NO SCALE

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CONCRETE FOUNDATION

24x36

5"~6"

BRAIDED COPPER BONDING JUMPER MOUNTED TO HINGE SIDE OF GATE TO GROUND ACCESS GATE

1" I.D. STEEL POST

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END H-BRACE POST TYPICAL AT ALL FENCE TERMINATIONS AND CORNERS

DROP ROD

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4"x4" WELDED WIRE MESH 14-GA., GALVANIZED

5"~6"

12.5 GUAGE DOUBLE WRAPPED DIAGONAL BRACE WIRE

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REMOVE AND PROPERLY DISPOSE OF MATERIALS DUMPED IN AND AROUND THE SINKHOLE EXCAVATE LOOSE MATERIAL FROM SINKHOLE AND TRY TO EXPOSE THE SOLUTION VOID(S) IN THE BOTTOM. ENLARGE THE SINKHOLE, AS NECESSARY, TO ALLOW FOR INSTALLATION OF FILTER MATERIALS (FIGURE 1). SELECT A FIELD STONE THAT IS ABOUT 1.5 TIMES LARGER THAN THE SOLUTION VOID(S). PLACE THE STONE(S) IN THE VOID(S) FORMING A SECURE "BRIDGE". A GEOTEXTILE MAY BE NEEDED TO "LOCK" THE STONE "BRIDGE" IN PLACE, AS DETERMINED BY THE GEOTECHNICAL ENGINEER. PLACE A LAYER OF FILTER MATERIAL OVER THE "BRIDGE" AT A MINIMUM THICKNESS OF 18 INCHES. ABOUT 30 PERCENT OF THE MATERIAL SHOULD BE LARGER THAN THE OPENINGS BETWEEN THE "BRIDGE" AND THE VOID(S) (A WELL PLACED "BRIDGE" SHOULD NOT HAVE LARGE OPENINGS AROUND IT). IN MOST CASES THIS MATERIAL COULD BE RIP RAP. PLACE A LAYER OF SMALLER SIZE FILTER MATERIAL OVER THE PREVIOUS LAYER AT A MINIMUM THICKNESS OF 9 INCHES. THE SIZE SHOULD BE 14 TO 12 THE SIZE OF THE PREVIOUS LAYER. IN MOST CASES THIS MATERIAL COULD BE 57 STONE. PLACE A LAYER OF SAND SIZE FILTER MATERIAL OVER THE PREVIOUS LAYER AT A MINIMUM THICKNESS OF 9 INCHES. THE SAND HAS TO BE COMPATIBLE IN SIZE WITH THE PREVIOUS LAYER TO PREVENT PIPING. IN MOST CASES THIS MATERIAL COULD BE C-33 SAND OR EQUIVALENT. A NON-WOVEN FILTER CLOTH WITH BURST STRENGTH BETWEEN 100 AND 200 PSI CAN BE SUBSITUTED FOR THE STONE SAND FILTER MATERIALS DISCUSSED IN 5 AND 6. BACKFILL OVER THE LAST FILTER LAYER (OR FILTER CLOTH) WITH SOIL MATERIAL TO THE SURFACE. THE REUSE OF THE SOIL MATERIAL EXCAVATED FROM SINKHOLE SHOULD BE CONSIDERED. OVERFILL BY ABOUT 5 PERCENT TO ALLOW FOR SETTLEMENT. THE MATERIAL SHOULD BE SOIL WITH AT LEAST 50% CLAY MATERIALS AND A MINIMUM OF 3 FEET THICK. THE FILL MATERIALS SHOULD BE COMPACT TO A MINIMUM OF 95% OF THE STANDARD PROCTOR (AASHTO T-99). ANY AVAILABLE TOPSOIL SHOULD BE PLACED ON THE SURFACE. STONE USED FOR THE "BRIDGE" AND THE FILTERS SHOULD HAVE A ROCK STRENGTH AT LEAST EQUAL TO MODERATELY HARD (I.E. RESISTANT TO ABRASION OR CUTTING BY KNIFE BLADE BUT CAN BE EASILY DENT OR BROKEN WITH LIGHT BLOWS OF HAMMER). SHALE OR SIMILAR SOFT AND NON-DURABLE ROCK IS NOT ACCEPTABLE.

NO SCALE

30331 09/23/24

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I HEREBY CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND LICENSE NUMBER: JAH EXPIRATION DATE:

PROJECT TITLE

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11609 KIEFFER FUNK RD

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SMITHSBURG WASHINGTON CO., MD

SHEET TITLE

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ENTRANCE PLANS

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RACK STRUCTURE AND PV MOCULES

100

200

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0% to 4.99%

Do Not Explode - Select Scale

SCALE: 1" = 100'

12" 6" GRADED AGGREGATE SUBBASE CR-1 BASE

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#4 BARS

ISSUE BLOCK

TOP 12" OF SUBGRADE SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY

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1'-2"

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6" X 6" W4.0XW4.0 W.W.F.

1" X 1" CHAMFER #4 BARS @ 12" O.C.E.W.

55 °

2-1/2" CLEARANCE (TYP.)

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SEE SITE PLAN

GENERATOR AND TRANSFORMER PAD DETAIL

TYPICAL TRACKER SOLAR ARRAY

CELLULAR CONFINMENT ACCESS ROAD DETAIL

NO SCALE

MARK

DATE

. .

DESCRIPTION

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BMG NO. : SW-6A

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KIEFFER FUNK SOLAR

LAYER STATE: C-901

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PROJECT NO.: DATE: SCALE:

2022267.00 9/19/2023 1" = 100'

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DRAWN BY: E.M.S. PROJ. MGR.: E.H.H.

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SHEET

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C-901

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www.beckermorgan.com

NOTES: INVERTED FILTER 1 PROCEDURE FOR INSTALLING INVERTED FILTER TO TREAT SINKHOLES. 1. 2.

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3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

NE ER

SOUTHERN YELLOW TREATED PINE POST (TYP.)

24x36

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

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309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

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3" FILTER MATERIAL (BY SIEVE)

Delaware

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3" FITER MATERIAL (C-33 SAND OR EQ.)

TOTAL DEPTH

CONTROLLED FILL

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AR CH I T E C TURE E NG I N E E R I NG

24x36

RTE

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784 .

RD LL HA ITE

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KIE FFE

UNK

Maryland

VICINITY MAP

N: 717300.6498

312 West Main Street, Suite 300 Salisbury, MD 21801 410.546.9100

SCALE: 1" = 2000'

North Carolina

24x36

6' 3 1° 0

24x36

AD 922 .28 '

FU NK FFE R

S 64° 44' 31" E

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LANDS N/F

DsA

KIE

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MAP 50 PARCEL 303 DEED REF.: 3989- 231 ZONING - A(R) & RT

16. SETBACKS:

17. PROJECT AREA: 18. TOTAL DISTURBED AREA:

°1

31 N

L.O.D.

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1950.56'

SpA

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N/A

REINFORCED TURF CONCRETE PAD / SURFACE

SECURITY FENCE

LANDS N/F

WILLIAM LOUIS DEATRICH MAP 51 PARCEL 38 DEED REF.: 737-596 ZONING - A(R)

SCALE: 1" = 200'

FOREST STAND DELINEATION NOTE ' S 16° 41

862.00'

29" W

THIS PROPERTY IS THE SUBJECT OF AN APPROVED FOREST STAND DELINEATION ON RECORD WITH THE WASHINGTON COUNTY DEPARTMENT OF PLANNING & ZONING, REFERENCE APPLICATION NO. FS-21-011 AND APPROVAL LETTER DATED JULY 29, 2021.

MAP 51 PARCEL 37 DEED REF.: 4656- 217 ZONING - A(R)

FOREST CONSERVATION STATEMENT OF INTENT

IT IS THE INTENT OF THE DEVELOPER AND PROPERTY OWNER TO PROVIDE FOR THE REQUIRED 10.89 ACRES OF FOREST CONSERVATION AREA BY PLACING A FOREST CONSERVATION EASEMENT, TOTALING 10.94 ACRES, ALONG THE SOUTHERN EDGE OF PROPERTY, ADJACENT TO KIEFFER FUNK ROAD, AS SHOWN HEREON.

AREA

ON-SITE

MITIGATION

REFERENCE

N/A

MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)

RIVERS AND STREAMS

N/A

MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)

PROPERTY OR RIGHT-OF-WAY LINE

N/A

SINKHOLES

YES

INSTALL INVERTED STONE FILTER

HILLIS-CARNES KARST EVALUATION

CORPORATE LIMITS LINE

N/A

STEEP SLOPES (>10%)

YES

PERMANENT YEAR-ROUND MEADOW COVER

BECKER MORGAN SURVEY

LIGHT POLE

N/A

HIGHLY ERODIBLE SOILS

YES

PERMANENT YEAR-ROUND MEADOW COVER

COMBINATION OF BECKER MORGAN SURVEY AND WEB SOIL SURVEY

DESCRIPTION

PROJECT NO.: DATE: SCALE: 09/18/2023 DATE

2022267.00 9/18/2023 1" = 200'

DRAWN BY: E.M.S. PROJ. MGR.: E.H.H. SHEET

FCP-1

24x36

KEVIN W. PARSONS, PROF. LAND SURVEYOR FOREST CONSERVATION QUALIFIED PROFESSIONAL BECKER MORGAN GROUP, INC.

DATE

LAYER STATE: FCP-1

QUALIFIED PROFESSIONAL CERTIFICATION

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WETLANDS

N/A

MARK

. .

24x36

25.15

BENCH MARK

24x36

43.55

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SENSITIVE AREAS

ISSUE BLOCK

LANDS N/F

NEVIN & ETHEL MARTIN

N/A

DRAINAGE DITCH OR SWALE ELEVATION SPOT SHOT

S 64° 02' 31" E

N: 714000.2832

N/A

STRUCTURE (CONCRETE, WOOD, METAL, ETC.) CONTOUR

MAP 50 PARCEL 306 DEED REF.: 2887- 635 ZONING - A(R)

400

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WIRE FENCE

NATHAN & REBECCA MARTIN

200

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N/A

100

Do Not Explode - Select Scale

S 25° 01' 29" W

LANDS N/F

PROPOSED FOREST CONSERVATION BOUNDARY WITH FOREST PROTECTION SIGNAGE, SEE DETAIL THIS SHEET

24x36

CONCRETE CURB & GUTTER

HaC

S 89° 31' 29" W 203.62'

E: 1132000.1273

MVUG

FOREST CONSERVATION AREA PROPOSED AS NATURAL REGENERATION - 0.80 ACRES (7% OF TOTAL)

753.38'

24x36

DvD

L.O.D.

N 71° 24' 31" W 243.00'

L.O.D.

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DvC

PROPOSED FOREST CONSERVATION EASEMENT AREA 10.94 ACRES

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N/A

HaB

EXISTING TREE LINE

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MEDIUM VOLTAGE INTERCONNECTION

HaB

SpA

FOREST CONSERVATION LEGEND

FOREST CONSERVATION PLAN

24x36

O.E.

COMMERCIAL/INDUSTRIAL USE AREA

0' 5.9 31 " 2.3 W 0'

24x36

S 00° 04' 52" W 41.13'

SHEET TITLE

24x36

O.E.

FOREST CONSERVATION AREA TO BE ADDRESSED VIA ON-SITE FOREST CONSERVATION EASEMENT

24x36

OVERHEAD ELECTRIC

L.O.D.

626.02'

HaA

HaC

557.79'

24x36

U.E.

23" W

L.O.D.

24x36

U.E.

S 18° 11'

N 29° 14' 29" E

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UNDERGROUND ELECTRIC

RmC

S 81° 55' 08" E 194.22'

SMITHSBURG WASHINGTON CO., MD

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UTILITY POLE W/ OVERHEAD SERVICE (TELEPHONE OR ELECTRIC OR BOTH)

11609 KIEFFER FUNK RD

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PROPOSED

KIEFFER FUNK SOLAR

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EXISTING

DsD

L.O.D.

ITEM

MAP 50 PARCEL 1710 DEED REF.: 1716- 388 ZONING - A(R) & RT

S 00° 04' 52" W 111.23'

HaD

LEGEND

VERNON & CONDY SOWERS

L.O.D.

PROJECT TITLE

24x36

PROPOSED FOREST CONSERVATION EASEMENT AREA 10.94 ACRES

N 72° 44' 31" W 366.50'

N 73° 10' 31" W 419.94'

L.O.D.

S 81° 55' 08" E 446.98'

N 60° 11' 31" W 48.75'

1. TOTAL PARCEL AREA: ±167.60 ACRES 2. TOTAL LIMIT OF DISTURBANCE (L-O-D): ±72.57 ACRES 3. EXISTING FORESTED AREA IN L-O-D: 0.00 ACRES 4. AREA WITHIN 100-YEAR FLOODPLAIN: 0.00 ACRES 5. AREA OF WETLANDS (TIDAL/NON-TIDAL) IN L-O-D: 0.00 ACRES 6. STEEP SLOPES PRESENT (>25%): 0.00 ACRES 7. NOTE THAT TOPOGRAPHY SHOWN HEREON IS BASED UPON 2021 USGS WESTERN MARYLAND LIDAR DATA. FOR CLARITY OF PLAN CONTOURS ARE SHOWN AT 5.0' INTERVALS.

L.O.D.

RmB

RyD

FOREST CONSERVATION SITE NOTES

LANDS N/F

24x36

RmC

DsB

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N 44° 46' 10" E N 26° 20' 19" E 12.33' 182.85'

1625.15'

E: 1130000.4628

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N: 714000.0622

24x36

N 52° 15' 44" E 109.55' N 51° 58' 04" E 103.10' RmC

L.O.D.

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1° 1

5' 3

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BZA APPROVAL: DEED SUMMARY: PLAT REFERENCE: PRESENT USE: PROPOSED USE: WATERSHED: TOTAL SITE AREA: IMPERVIOUS COVERAGE:

24x36

8. 9. 10. 11. 12. 13. 14. 15.

24x36

PROPERTY TAX ID: ZONING CLASSIFICATION:

L.O.D.

24x36

HaC

DOUGLAS SOWERS

D. L.O.

24x36

HaB

341.20'

24x36

6. 7.

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- ATTACH SIGNAGE APPROXIMATELY 200' APART AND AT EVERY ANGLE BREAK IN THE EASEMENT.

ROAD

24x36

MAP 50 PARCEL 304 DEED REF.: 773-282 ZONING - RT

RmD

N 33° 10' 31" W 102.90'

FUNK

.PDF

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2023-09-18

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ENGINEER / SURVEYOR:

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DEVELOPER:

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OWNER OF RECORD:

WILLIAM LEE & JAMES ALLEN JOACHIM

DsA

KIEFFER

24x36

LANDS N/F

www.beckermorgan.com

24x36

HaA

SITE NAME: SITE ADDRESS:

24x36

669.64'

HcC

PROTECTIVE SIGNAGE DETAIL (TYP.)

MAP 50 PARCEL 1660 DEED REF.: 977- 363 ZONING - RT

1. 2.

24x36

RICHARD & CAROL SOWERS

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3333 Jaeckle Drive, Suite 120 Wilmington, NC 28403 910.341.7600

SITE DATA

LANDS N/F

HaB

24x36

S 68° 45' 31" E

DsC

309 South Governors Avenue Dover, DE 19904 302.734.7950 The Tower at STAR Campus 100 Discovery Boulevard, Suite 102 Newark, DE 19713 302.369.3700

24x36

SpA

HaB

Delaware

24x36

02'

HaB

SITE

DvC

AR CH I T E C TURE E NG I N E E R I NG

24x36

HcC

459.07'

S 65° 57' 31" E 226.40'

24x36

N 26° 56' 35" E

D NA

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N 24° 08' 29" E 240.60'

390.05'

N 33° 51' 31" W 88.41'

ROAD

11 (20

E: 1130000.4628

N 25° 45' 29" E

N 19° 33' 31" W 89.58'

24x36

FUNK

EF FE R

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KIEFFER

)

N 28° 34' 29" E 48.61' N 49° 50' 29" E 107.69'

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N 00° 33' 29" E 64.15'

24x36

FU NK

WA-I-062 Funk House Architectural Survey File This is the architectural survey file for this MIHP record. The survey file is organized reversechronological (that is, with the latest material on top). It contains all MIHP inventory forms, National Register nomination forms, determinations of eligibility (DOE) forms, and accompanying documentation such as photographs and maps. Users should be aware that additional undigitized material about this property may be found in on-site architectural reports, copies of HABS/HAER or other documentation, drawings, and the “vertical files” at the MHT Library in Crownsville. The vertical files may include newspaper clippings, field notes, draft versions of forms and architectural reports, photographs, maps, and drawings. Researchers who need a thorough understanding of this property should plan to visit the MHT Library as part of their research project; look at the MHT web site (mht.maryland.gov) for details about how to make an appointment. All material is property of the Maryland Historical Trust.

Last Updated: 09-13-2019

MARYLAND HISTORICAL TRUST DETHRMINATION OF ELIGIBILITY FORM

Address:

County :

Owner:

Washin

Project:

Zipcode:

USGS Topographic Map:

erstown, hD 1999 (2002 ed.)

Tax Account ID Number: 006294

Tax MapNumber:

Agency: Public Service Commission

Kieffer Funk Solar Farm

Site visit by MHT staff:

Name: Natalie Loukianoff

X yes

Is the property located within a historic district? _yes

yes

Preparer's Recommendation:

Date:

March 11,2019

Lno

of the property is within a district NR-listed district

21783

Is the property being evaluated a district? _yes

Joachim Elizabeth Funk 0304

WA-I-062

City: Smithsburg

11609 Kieffer Funk Road

Tax parcelNumber:

Inventory N umber:

Funk House

Property Name :

NR Eligible: yes _

Dishict TENentony "\irhoer.. Eligible district

yes

District Name:

Contributing resource _yes _no

Non-contributing but eligible in another context

If the property is nat within a district (or the property is a district)

Preparer's Recommendation:

Criteria:

Eligible

yes

¥Lno

Considerations:

None

Documentation on the property/district is presented in: Description of Property and Eligibility Determination: /I/se co"#.muafjan skeef i/necessary and aftoch mqp andpfeofo/

Site WA-I-062 is identified as the circa 1831 Funk House, located at 11609 Kieffer Funk Road. A Maryland Historical Trust

OulT) worksheet was completed for the site in 1974. The worksheet noted one house, along with one smokehouse and one large ban. The worksheet noted that the buildings were in excellent condition and that the property contained approximately 166.66 acres. While the worksheet did not suggest a recommendation for the site, it did note that the significance of the site

::##.c::Bcb¥|:fhgeact#:°[ut#e¥teoenx::n;:rt:fth:tehho°u:::;:fab£::nat[et:r::ic±ie£§:#etrefa:Xm¥]:o::,Yu:hh=grth°£: house, appear to have been common in this area. Circa~ surveyed the site in March 2019 as part of a solar farm development project and identified the house, the smokehouse, four barns including the one originally identified, three sheds, and one outbuilding. Because the MHT site form did not include adescriptionofthebam,itispossiblethatthebarnidentifiedisBam4thatCirca~identifiedgiventhatthisbuildingsappearto date to the house construction while the other barns appear to be a later construction date, possibly the circa 1900 date that is recorded in the Washington County real estate records. These buildings are located on the east side of Kieffer Funk Road on an approximately 167.60-acre parcel well away from Kieffer Funk Road. The building is surounded by a mowed lawn with scattered mature trees. Facing west, the building is set on rolling topography, above grade, with a single-lane gravel driveway

MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM Continuation Sheet No. 1

MIIIP No: WA-I-062

that leads from Kieffer Funk Road to the north of the house. Overhead utility lines run parallel to Kieffer Funk Road. A tree line is visible to the east. The original information provided on the MHT form indicated a construction date of circa 1831. A review of the Washington County real estate records indicate that the house was constructed circa 1900. Given the Georgian style, and use of five-course American-bond brick and limestone, the circa 1831 date appears to be accurate. House This circa 1831, two-story, five-bay, side-gable, Georgian style, five-course American-bond brick house rests on a rusticated-

limestone foundation with one central-interior five-course American bond brick chimney and two interior-end five-course American-bond brick chirmeys with corbelled caps. The roof is covered in asphalt shingles with metal gutters and downspouts with a decorative cornice. There is a one-story, full-width, wood porch under a hipped roof supported by tapered, paintedwhite wood colums with ionic capitals. One wood step leads from the porch to the front yard. Sash, double-hung, 6/6, woodframe windows flanked by painted-white wood shutters are typical on the fapade and elevations with sash, double-hung, 4/4, wood-frame windows in the gable ends. The entrance on the fapade consists of two single-leaf, wood-panel doors with lights with three-light transoms. There is a two-story, two-bay, side-gable, Flemish-bond brick addition attached to the rear (east) elevation resting on a Flemishlbond brick foundation with a basement with one interior-end Flemish-bond brick chimney. The roof is covered in asphalt shingles. There is a one-bay, poured-concrete stoop. One poured-concrete step leads from the stoop to the yard. Sash, double-hung, 1/1, wood-frame windows flanked by painted-white wood shutters are typical on the addition. The entrance on the addition is a single-leaf, wood-panel door covered by a wood screen door. There is a double-leaf, metal storm cellar door at grade level on the north side of the addition.

Smokehouse To the house of the house, there is a circa 1831, one-story, one-bay, pyranidal roof, usticated-1inestone smokehouse resting on a rusticated-limestone foundation. The roof is covered in asphalt shingles. No windows are visible on the smokehouse. The entrance on the fapade is not visible. Barn 1

To the northeast of the house, there is a circa 1900, one-and-a-half-story, one-bay, front-gable, wood-franc ban clad in painted-red vertical wood siding and resting on a raised concrete-block foundation. The roof is covered in standing-seam metal. No windows are visible on the ban. The entrance on the fapade is a double-leaf, sliding, vertical wood plank door. There is a single-leaf, wood door on the side (west) elevation.

Thereisaone-story,two-bay,shedroof,wood-frameadditionattachedtotheside(east)elevationcladinpainted-redvertical woodsidingandrestingonaraisedconcrete-block foundation.Theroofiscoveredinstanding-seanmetal.Fixed,two-light, wood-framewindowsaretypicalontheaddition.Theentranceontheadditionisasingle-1eafopening. Barn 2 To the northeast of the house, there is a circa 1900, one-story, multiple-bay, side-gable, concrete-block ban resting on a concrete-block foundation. The roof is covered in standing-seam metal with overhanging eaves. There is a one-story, fullwidth,concrete-blockporchunderaroofoverhangingsupportedbywoodposts.Sash,double-hung,1/1,wood-framewindows aretypicalonthefagadeandelevations.Theentranceonthefagadeisnotvisible. Barn 3 To the northeast of the house, there is a circa 1900, one-story, one-bay, front-gable, wood-frame ban clad in painted-red vertical-woodsiding.Thefoundationisnotvisibleduetotheslopeandsnowcoveringthegroundaroundthet)an.Theroofis coveredincorrugatedmetal.Nowindowsarevisibleonthebam.Theentranceonthefapadeisadouble-leaf,sliding,vertical wood door.

Thereisaone-story,one-bay,flatroof,wood-frameadditionattachedtotheside(south)elevationcladinpainted-redvertical wood siding. The foundation is not visible due to the slope and snow covering the ground around the ban. The roof is covered in corrugated metal. No windows are visible on the addition. The entrance on the addition is a double-leaf, sliding, vertical wood door.

MARYLAND HSTORICAL TRUST NR-ELIBILITY REVIEW FORM MIIIP No: WA-I-062

Continuation Sheet No. 2

Barn 4 To the east of the house, there is a circa 1831, one-story, one-bay, front-gable, wood-frame ban clad in wood siding. The foundation is not visible due to overgrown vegetation. The roof is covered in standing-seam metal. No windows are visible on the barn. The entrance on the fapade is a double-leaf opening. Shed 1

To the north of the house, there is a circa 1900, one-story, one-bay, side-gable, wood-frame shed clad in painted-white wood weatherboard and resting on a concrete-block foundation. The roof is covered in asphalt shingles. No windows are visible on the shed, although there is one window opening on the side (south) elevation that has been covered in vertical-wood planks. The entrance on the fapade is not visible. Shed 2

To the northeast of the house, there is a circa 1900, one-story, one-bay, shed roof, wood-frame shed clad in painted-red vertical wood siding. The foundation is not visible due to the slope and parked cars in front of the shed. The roof is covered in asphalt shingles. No windows are visible on the shed. The entrance on the fapade is not visible. Shed 3

To the northeast of the house, there is a circa 1900, one-story, one-bay, shed roof, wood-frame shed clad in painted-red vertical-woodsiding.Thefoundationisnotvisibleduetotheslopeandparkedcarsinfrontoftheshed.Theroofiscoveredin cormgated metal. No windows are visible on the shed. The entrance on the fagade is not visible.

Outbuilding To the south of the house, there is a circa 1900, two-story, three-bay, side-gable, concrete-block outbuilding resting on a concrete-block foundation with one exterior-end Flemish-bond brick chirmey with a deteriorating stucco veneer. The roof is covered in asphalt shingles. The windows on the fapade and elevations have been removed leaving only window openings. Theentranceonthefapadeconsistsofthreesingle-leaf openings;thedoorsappeartohavebeenremoved. There is a one-story, two-bay, shed roof, wood-franc addition attached to the rear (south) elevation clad in plywood siding. The foundation is not visible due to overgrown vegetation. The roof is covered in asphalt shingles. No windows are visible on the addition. The entrance on the addition is a single-leaf wood door that is falling off its hinges.

Potential Signiif lcance Thiscirca1831houseandoutbuildingsappearstobeoccupiedandinfairtogoodcondition.ThebuildingisaGeorgianstyle, that is common in Washington County, and the house has been added on to since its original construction. Further, while the originalsmokehouseandoriginalbamarestillintact,additionaloutbuildingshavebeenaddedtothepropertycirca1900.This

#a¥t;C:i.,ydas[:;rft::tbfru:[£mogfe:meg;;;`t;e::dg_[agnthdc::°#[in;,#:s:agine£:Spe[e:°is#E::;e::ggunun;qui::a#::?t:C: many small to mid-sized family fans spread throughout Washington County. Most of these fans are typical in that they contain a main house along with several agricultural outbuildings such as bans, silos, and sheds. Many of them are suroundedbyagricultunlfieldsandusunllysetwellawayfrommainroads.Thisresourceistypicalofthefamilyfamsfound throuchout the County and does not appear to be a unique fan design or contain unique fan buildings. The house is a Georgianstyle,whichiscommonthrou8houtWashingtonCountyandtheStateofMaryland.Thedesignandworkmanshipof the building is undistinguished, and the construction materials are co-on (Criterion C). A preliminary review of historic recordsincludingvariousmapsandhistoricalcontextsforWashingtonCountydoesnotindicatesignificantcontributionswith events(CriterionA)orpersons(Criterions)associatedwiththeproperty.Today,WashingtonCountyisarunlcountywith several small towns throughout the area. This resource is typical of residential examples found throughout the County and is thereforenotuniquetotheCountyorarareexampleoftheGeorgianstyle.Consideringthis,thebuildingdoesnotappeartobe potentiallyeligiblefortheNationalRegisterofHistoricPlacesunderCriteriaA,8,orC. PhotoLog:Allphotosareprintedon100-yeararchivalqualitytrueblackandwhitephotopaperwithalustrecoating Image File_ name

Descrit]tion

MARYLAND HISTORICAL TRUST NR-ELIBILITY REVIEW FORM Continuation Sheet No. 4

Prepared by:

Darn Muir, S

MIIIP No: WA-I-062

Date Prepared: 44-19

MARYLAND HISTORICAL TRUST NR-ELIBILITv REVIEw FORn4 Continuation Sheet No. 3

WA-I-062 2019-02-21 01 tif

WA-I-062-2019-02-21-02-tif WA-I-062-2019-02-21-03-tif WA-I-062-2019-02-21-04-tif WA-I-062-2019-02-21-05-tif WA-I-062-2019-02-21-06-tif WA-I-062-2019-02-21-07-tif WA-I-062-2019-02-21-08-tif WA-I-062-2019-02-2l-09-tif WA-I-062-2019-02-2l-10-tif WA-I-062-2019-02-21-11-tif WA-I-062-2019-02-21-12-tif WA-I-062-2019-02-21-13-tif

MIIIP No: WA-I-062

View of overview of site, looking northeast View of house, smokehouse, ban 4, and outbuilding, looking east View of house and ban 4, looking east View of house, smokehouse, shed 1 and outbuilding, looking southeast View of house; smokehouse, ban 4, and outbuilding, looking east View of smokehouse and outbuilding, looking southeast View of ban 2, looking southeast View of ban 2, looking northeast View of barn 1, looking east View of barns 1 and 2, sheds 2 and 3, and ban 3, looking east View of house; bans 2 and 3; and sheds I, 2, and 3, looking east View of shed I and barn 3, looking east View of house; sheds 1, 2, and 3; and barn 3, looking northeast

~.:z. oostoS' 4-0 4wA-r-062

MARYLAND HISTORICAL TRUST WORKSHEET

--.._ Copy II

NOMINATION FORM for the NATIONAL REGISTER OF HISTORIC PLACES, NATIONAL PARKS SERVICE

COMMON:

Funk House ANOIOR HISTORIC:

.·.. ·..·.·.. ..

... ·:·.·:· ...

I STREET ANC' NUMBERt

I Keiffer Funk Road about 3/4 mile south of Chewsville CITY OR TOWN:

Route 2. Smithsbur2 STATE

District

Building

Public

Sit•

Structure

Private

In Process

Both

Being Considered

.....

Object

ACCESSIBLE TO THE PUBLIC

STATUS

OWNERSHIP Public Acquisition:

Yea: !Kl Occupied 0 RHtricted D Unoccupied 0 Preservation work 0 UntHtricted !XI No in pro gr•••

PRESENT USE (Check One or More •• Jlpproprlate)

0 0 0 0

0::

.....

Agriculturol Commercial Educational Entertainment

"' z Et PWJ.li:R<)f·P~r>f;;;t;tv

0 0 0 0

Government

Industrial Military Museum

0 Park IX! Private RHi.lence 0 Religious 0 Scientific

0 Comments

0 Transportation 0 Other (Specify)

•· ..•• ·.< .••: .•..·. •:....::.····

OWNER'S NAME:

Maude Wolf Funk W

STREET ANO NUMBER:

117 East Franklin Street

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COURTHOUSE, REGISTRY OF DEEDS, ETC:

Washington County Court House STREET ANO NUMBER:

West Washington Street

I Maryland

CITY OR TOWN:

STATE

Hagerstown

Title Reference of Curr~ ... ~ nooA

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INHT

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TITL.E OF SURVEY:

CATE OF SURVEY:

Federal

State

County

Local

bEPOSITORY FOR SURVEY RECORDS:

STREET AND NUMBER:

Cl TY OR TOWN:

!STATE:

·---- ·----· -···'

----~~

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'l~Z={~o~··esc~·~a~J~;P~y~tO~H~·=====================================--~.~.=~--:c-:~-~--.:~·~·~·-:-:.::::~::::::::: (Check One/

IXJ Excellent CONDITION

Good

Fair

Deteriorated

Rui111

-UnexpoHd

(Check One)

IXJ Altered

Unaltered

Moved

IX) Original Site

DESCRIBE THE PRESENT# ~D ORIGINAL (It known) PHYSICAL APPEARANCE

This house is located along the east side of Kieffer Funk Road, about 3/4 mile south of Chewsville in Washington County, Maryland. The present facade of the house, which does not appear to be the original front, faces west or toward the road. The structure is a two-story, five-bay, red brick dwelling with white trim. It stands on low limestone foundations. A one-bay, two-story addition extends from the east side of the building. The bricks in the east wall, which was apparently the original facade, are laid in flemish bond while other walls are laid in common bond. Flat brick arches are present over windows and doors. Seams in the brick work and the location of a brick wall through the interior of the house suggest that at one time the structure was six bays in length at the facade with the two ba)rs ·at the north end of the front wall indented under a double porch. Double porch houses of htis type are frequently found in Washington County. Most first story windows contain nine-over-nine pane sashes, while those at the second story level generally contain six-over-six panes. First floor windows in the west wall have been replaced with modern single-pane sashes and appear to have been lengthened. All windows are flanked by louvered shutters. A pair of four-light openings are present at the attic level in each gable end of the house. Those in the south gable are topped with flat brick arches. The original front entrance of the building is located in the third bay from the south end of the east wall. The entrance way contains a dor which is topped with a transom. Other doors are located behind a sun porch at the facade, and in the second and third bays from the north end of the west wall. Doors and windows are framed similarly with nailed joints and narrow molding. A modern five-bay, one-story porch extends along the west wall of the house and a two-bay Victorian style porch sehlters the door in the east wall. The eaves are finished with simple boxing. At the gables, the roof extends several inches beyond the house walls. Brick chimneys with corbeled caps are located inside each gable end and at the interior of the house along the inside brick wall. The roof is covered with modern asphalt shingles. A date stone in the south gable end is inscribed with the numerals 1831. A small stone hip roofed smoke house stands adjacent to the main building. A large barn is also present. The house stands on property containing 166.66 acres. It is in excellent condition and is not now in danger of destruction, although it is located in an area of incipient residential development.

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PERIOO

...

(Checlr One or More ee Approprlete) o;,,.,,bian

_J 15th Century

Prehistoric Historic

A11riculture

~ Architecture

0 0 0 0 . ,.

18th Century

17th Century

181

19th Century

20th Century

1831 date Stone

(Checlr One or More •• Approprl•te)

Aboriginal

16th Century

(ltAppllcable endKno""')

SPECIFIC OATE(SJ

AREAS OF SIGNIFICANCE

0 0

0 0 0 0 0

Art

Education

0 0

Religion/Phi-

Invention

Science

Landscape

0 0

Sculpture

0 0

Theater

En11ineering Industry

Architecture

Commerce Communications

Conservation

0 0 0

Music

0 0

Urban Planning Other (Specify)

losophy

Literature Military

Politiccil

Socia I/Humanitarion

Transportatio~ ~

.. 7 •

STATEMENT OF SIGNIFICANCE

z: 0

The significance of this house lies in its architecture. Although .the exterior of the structure has been gn~atly altered, it is a dated example of Washington Cotmty's mid-19th century brick architecture. Dwellings with indented double porches included under the main roof span such as this house appears to have had originally are frequently fotmd in the area. They are a characteristic house type, usually constructed with brick.

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LATITUDE AND LONGITUDE COORDINATES DEFINING A RECTANGLE LOCATING THE PROPERTY

LATITUDE ANO LONGITUDE COORDINATES

DEFINING THE CENTER POINT OF A PROPERTY

~~~----.~~~~~~~~~~-r-~~~~~~~~~-l Rr-~~~~~~-o-F~L_E_s_s_T_H--,A_N~T~E~N:...:.;A~c~R~E~s=--~~~~~-4 LATITUDE

CORNER

LONGITUDE

.. ..

Degrees Minutes Seconds

NW NE SE

0 0

LATITUDE

.. . ..

Degrees Minutes Seconds 0 0 0 0

APPROXIMATE ACREAGE OF NOMINATED PROPERTY:

Degrees

Minutes

LONGITUDE

Seconds

Degrees

Minutes

SecGAds

166.66 acres

m m

·Acreage Justification:

""'-1 :::a c:

ILIST ALL STATES AND COUNTIES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES STATE:

COUNTY

STATE:

COUNTY:

-I

STATE:

COUNTY:

STATE:

COUNTY:

"" .···!&

NAME ANO TITLE:

Paula Stoner Dickey, Consultant DATE

ORGANIZATION

Washington County Historic Sites Survey STREET AND NUMBER:

Court House Annex STATE

CITY OR TOWN:

Marv land

Hagerstown ll~<I

~State

Liaison Officer Review:

(Office Use Onlv)

Significance of this property is: National

Signature

State

Local

IFebruary, 1974

/ ../.

40' R Heavy-duty

z74ooom[

~ ~~SSIFICATION

_ _ _oA..

Medium-duty~"~· ~, ,,.:;·:: ::·::. Unimproved Light-duty ... ___ dirt - _ - -

0 U.S. RouCt:_)

0 State Route 1,,ter~t itc>

--==s--

Route

HAGERSTOWN

. MD.-PA '

NW/4 HAGERSTOW N 15' ' QUA

N3937 5-W DRANGLE . 7737.5/7.5

1953 PHOTOHEV"' AMS 5463 II N i.,£[\ 1971 ~~SERIES V833

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Historic Review Activity 09/21/2023 thru 10/19/2023 Record #

RZ-23-007

2023-04782

202104878.R02

2023-04864

2023-04880

2023-04906

2023-04919

2023-04916

2023-05066

2023-05035

Activity Count:

Type

MIHP#

Zoning Ordinance Amendment

IV029

Residential AdditionAlteration Permit

PC Recommend ation

Review

Revision

Approved

Residential New Construction Permit

Review

Residential AdditionAlteration Permit

Approved

Residential AdditionAlteration Permit

Review

Residential AdditionAlteration Permit

Approved

Residential AdditionAlteration Permit

Record Status

Review

V026; V025

Residential AdditionAlteration Permit

II0244

Review

Open Date

07-Sep-23

13-Sep-23

18-Sep-23

19-Sep-23

20-Sep-23

21-Sep-23

22-Sep-23

29-Sep-23

Date Assigned

11-Sep-23

12-Oct-23

18-Sep-23

21-Sep-23

29-Sep-23

11-Oct-23

02-Oct-23

04-Oct-23

10-Oct-23

05-Oct-23

Location 13215 SMITHSBURG PIKE SMITHSBURG, MD 21783

Description

13215 SMITHSBURG PIKE

S-22-031 4654 COURIE DOON LANE, LOT 3

LOR 1211 FREDERICK STREET

LOR 21564 LEITERSBURG SMITHSBURG ROAD

REVISION TO PORCH TO BE HALF BATH AND CLOSET ONLY, DEMOLITION AND RECONSTRUCTION OF 320 SQ. FT. FINISHED SPACE REAR ADDITION TO BE USED AS LAUNDRY ROOM, FULL BATH, AND FAMILY ROOM, FRAME CONSTRUCTION, ROOF RAFTERS 2,719 SQ. FT. FINISHED SPACE TWO STORY SINGLE FAMILY DWELLING ON FULL UNFINISHED COVERED WALKOUT BASEMENT WITH ROUGH IN FOR FUTURE LAUNDRY AND FULL BATH, ATTACHED TWO CAR SIDE LOAD GARAGE, COVERED FRONT, REAR, AND RIGHT SIDE PORCHES, WOOD BURNING FIREPLACE IN 56 SQ. FT. INTERIOR RENOVATIONS TO REMODEL FULL BATHROOM ON SECOND FLOOR TO INCLUDE ADDING A NEW WALL, REPAIR OF A JOIST AND A RAFTER

40 SQ. FT. INTERIOR RENOVATIONS TO CREATE NEW FULL BATHROOM IN EXISTING SPACE ON FIRST FLOOR

LOR 12527 ROCKDALE ROAD, LOT 7/8

INSTALL (4) INTELLIJACKS AND 19 LNFT OF SUPPLEMENTAL BEAM TO PROVIDE SUPPORT TO EXISTING FRAMING SYSTEM CONOCOCHEAGUE HEIGHTS, LOT 7/8

LOR 13527 BLAIRS VALLEY ROAD

930 SQ. FT. ONE STORY ADDITION TO LEFT OF DWELLING ON FULL UNFINISHED WALKOUT BASEMENT, WITH PARTIAL (279 SQ. FT.) CRAWL SPACE, TO BE USED AS A LIBRARY AND BEDROOM, 300 SQ. FT. INTERIOR RENOVATIONS TO CONVERT EXISTING GARAGE TO BE USED AS EXPANDED NEW BEDROOM WITH WALK-IN CLOSET, AND LAUNDRY 1,664 TUB, SQ. FT. INTERIOR RENOVATIONS TO

LOR 14245 NATIONAL PIKE

INCLUDE REMOVE AND REPLACE DRYWALL AND INSULATION THROUGHOUT FIRST AND SECOND FLOOR, REMODEL KITCHEN, ADD WALLS TO CREATE NEW FULL BATHROOM ON FIRST FLOOR, RELOCATE FULL BATHROOM ON SECOND FLOOR, NEW WINDOW IN OFFICE, NEW IN BEDROOM, NEW METAL 1,384WINDOW SQ. FT. TWO STORY ADDITION ON

CONDITIONED CRAWL SPACE TO REAR OF DWELLING, FIRST FLOOR TO BE USED AS LOR 7320 CATTLE RUN LANE KITCHEN, SECOND FLOOR TO BE USED AS HOME OFFICE, EXISTING KITCHEN IN DWELLING TO BE REMOVED AT A LATER DATE, FRAME CONSTRUCTION, PRE-ENGINEERED ROOF

Review Activities Summary Application Type Residential Addition-Alteration Permit Residential New Construction Permit Revision Zoning Ordinance Amendment Total

Application Number No Comments Total 0 Total 0 Total 0 Total 1 1

Note 7 1 1 0 9

Passed - Info 7 1 1 0 9

Status Date 06-Oct-23

320 SQ. FT. ATTACHED COVERED SCREENED IN PORCH TO RIGHT SIDE OF DWELLING WITH S-95-076 21131 ROYS LANE, STEPS TO GRADE, COMPOSITE DECKING, FRAME LOT 4 CONSTRUCTION, ROOF RAFTERS CARROLL BOYER, LOT 4

LOR 20463 JEFFERSON BOULEVARD

Workflow Info Folder Status

Total 7 1 1 1 10

Task Name Historic District Commission

Comments HDC Consensus for HP overlay on this property via email

Days in Review:

Folder Status

Status Date

Note

12-Oct-23

Historical Review Not an HDC review area for additions. Structure not included in park hall survey area. Historical Review Updated by Script from EPR.

Task Name

Passed - Info

12-Oct-23

Days in Review:

Folder Status

Status Date

Task Name

Note

12-Oct-23

Historical Review

Passed - Info

12-Oct-23

Historical Review

Comments

Comments The portion of this property on the MIHP is the tea room. This permit is in regards to the house also on the property. No HDC Review required.

Days in Review:

Folder Status

Status Date

Passed - Info

21-Sep-23

Historical Review Updated by Script from EPR.

Note

21-Sep-23

Historical Review HDC Review for new construction does not occur in Park Hall RV.

Days in Review:

Folder Status

Status Date

Note

02-Oct-23

Task Name

Comments

Task Name

Comments Property is in Ravenswood Heights survey done by MHT, not an HDC review area but sent a no review Historical Review contact letter.

Passed - Info

02-Oct-23

Days in Review:

Historical Review Updated by Script from EPR.

Folder Status

Status Date

Task Name

Note

11-Oct-23

Historical Review

Historical Review Updated by Script from EPR.

Comments Renovations are to the interior only in existing space so no HDC review required. Structure is listed as contributing so will be sending no review contact letter.

Passed - Info

11-Oct-23

Days in Review:

Folder Status

Status Date

Passed - Info

02-Oct-23

Historical Review Updated by Script from EPR.

Note

02-Oct-23

Historical Review

Task Name

Comments

Property is nearby the Wilson/Conococheague RV area. This property is not involved in that listing though the boundary touches it. No HDC review required.

Days in Review:

Folder Status

Status Date

Task Name

Note

04-Oct-23

Historical Review

Passed - Info

04-Oct-23

Historical Review Updated by Script from EPR.

Comments Blairs Valley is identified by MHT only and is not a RV for HDC review of this activity type. House was built after the period of significance so did NOT send a no review contact letter to this owner.

Days in Review:

Folder Status

Status Date

Passed - Info

11-Oct-23

Historical Review Updated by Script from EPR.

Note

11-Oct-23

Property is not located in a review area so no HDC review required. Majority of work is interior but some Historical Review roof work. Sending no review contact letter since there are multiple MIHP on this property or near construction.

Days in Review:

Folder Status

Status Date

Note

06-Oct-23

Passed - Info

06-Oct-23

Days in Review:

Task Name

Comments

Comments Property has MIHP however structure is not in HDC review area and has also had extensive updates. No Historical Review contact letter sent for this one. Historical Review Updated by Script from EPR.

DEPARTMENT OF PLANNING & ZONING

PLANNING | ZONING | LAND PRESERVATION | FOREST CONSERVATION | GIS

2024 HISTORIC DISTRICT COMMISSION MEETINGS The Historic District Commission meets at 7:00 p.m. in the Washington County Administration Building 100 West Washington Street, Room 2001

January 3, 2024 February 7, 2024 March 6, 2024 April 3, 2024 May 1, 2024 June 5, 2024 July 3, 2024 August 7, 2024 September 4, 2024 October 2, 2024 November 6, 2024 December 4, 2024

The Historic District Commission reserves the right to cancel and/or change the meeting dates and times as needed.

100 West Washington Street , Suite 2600 | Hagerstown, MD 21740 | P: 240.313.2430 | F: 240.313.2431 | TDD: 7-1-1