HomeMy WebLinkAboutNovember HDC AgendaPacketGregory Smith, Chair Washington County Vernell Doyle
Lloyd Yavener, Vice Chair Michael Lushbaugh
Ann Aldrich Justin Bedard
Brianna Candelaria 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
MINI ITFS
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 1336, 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 240-
313-2430 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 240.313.2430 240.313.2431 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.
MIAII ITFC
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.
A1FIA/ RIICIAIFCC
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 7cn
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 — 1-70 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
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/ - SITE
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1) STEEP SLOPES AND HIGHLY ERODIBLE SOILS ARE PRESENT ON THE SITE
2) 100-YR FEMA FLOODPLAIN ZONE A COMMUNITY PANEL NO. 24043CO118D & 24043CO120D EXISTS ON THE SOUTH PORTION OF THE SITE, AS
WELL AS EXISTING WETLANDS TO THE SOUTH AND WEST OF THE PARCEL.
3) WA -I-336 - KERSHNER-BURKHOLDER FARM - IS LOCATED CENTRALLY ON THE SITE BUT IS NOT TO BE IMPACTED BY THE PROPOSED WORK.
FURTHER CULTURAL RESOURCE ASSESSMENT MAY BE REQUIRED.
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LEGEND
LOD LIMIT OF DISTURBANCE
EXISTING TREES
EXISTING FOREST BANK
D NATURAL DRAINAGE DIVIDES
ERODIBLE SOILS/STEEP SLOPES
SOIL BOUNDARY
XX SOIL LABEL
SOIL BORINGS
FP FLOOD PLANE
TAX MAP / PARCEL - 0036 / 0013
ELECTION DISTRICT - 24
LIBER / FOLIO - 5081 / 234
PARCEL AREA - 241.648 ACRES
DISTURBED AREA - 79.96 ACRES
EXISTING IMPERVIOUS AREA - 0.00 ACRES
PROPOSED IMPERVIOUS AREA - 51.23 ACRES
FOREST CONSERVATION -
REQUIREMENT - 23.62 ACRES
TO BE PROVIDED - 1.0 AC RETENTION / 23.0 AC OFF -SITE CONSERVATION EASEMENT
WATER / SEWER - CITY OF HAGERSTOWN
WATERSHED - NAME/NUMBER
FLOODPLAIN - YES; ZONE A PANEL NO. 24043CO118D & 24043CO120D
ZONING - PI - PLANNED INDUSTRIAL
PARKING
REQUIRED - 673 SPACES (1 PER 1500 SF GFA)
PROVIDED - 534 SPACES (WAIVER REQUIRED)
MINIMUM BUILDING YARD SETBACKS:
FRONT - 150 FT
SIDE - 75 FT
REAR - 75 FT
PROPOSED USE WAREHOUSE (PERMITTED)
N
a)
E
E
0
0
SOILS CHART
HYDROLOGIC SOIL
PERCENT OF
SOILTYPE
SOIL NAME
GROUP
AOI
K FACTOR
DsB
Duffield silt loam, 3
3.30%
0.37
to 8 percent slopes
B
Ft
Funkstown silt
C
2.00%
0.37
loam
HaB
Hagerstown silt
30.70%
0.37
loam, 3 to 8
B
percent slopes
HaC
Hagerstown silt
7.00%
0.37
loam, 8 to 15
B
percent slopes
HbB
Hagerstown silty
11.20%
0.37
clay loam, 3 to 8
percent slopes,
B
very rocky
HbC
Hagerstown silty
1.30%
0.37
clay loam, 8 to 15
percent slopes,
B
very rocky
HCB
Hagerstown -Rock
10.50%
0.37
outcrop complex, 3
B
to 8 percent slopes
HcC
Hagerstown -Rock
5.80%
0.37
outcrop complex, 8
B
to 15 percent
slopes
HcD
Hagerstown -Rock
5.00%
0.37
outcrop complex,
15 to 25 percent
B
slopes
Ln
Lindside silt loam
C
2.50%
0.37
Me
Melvin silt loam
B/D
3.40%
0.43
Mn
Massanetta loam, 0
7.40%
0.15
to 3 percent slopes
B
SpA
swanpond silt
4.20%
0.49
loam, 0 to 3
D
percent slopes
SsA
Swanpond-
5.60%
0.49
Funkstown silt
D
foams, 0 to 3
percent slopes
GRAPHIC SCALE
-100 0 50 100 200
( IN FEET
1 INCH = 100 FT.
4G[ P PEZ' ] @1911 0@ C, M pC G3GA UM12 punpO@C @ OMly G. 10 Ga]]&W G'7O4 0 M D C OGi @@0@1TnU@Vn@0
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TITLE: ENVIRONMENTAL RESOURCE MAP
'ROJECT: DIVERSIFIED CAPITAL
PROPOSED WAREHOUSE
BURKHOLDER LANE
CITY OF HAGERSTOWN, WASHINGTON COUNTY, MARYLAND
JOSHUA M. SEWALD
PROFESSIONAL ENGINEER
''7
JOB No: DATE:
4268 22-01902 03/10/2023
DRAWN BY:
CAM
DESIGNED BY:
JJ
CHECKED BY:
CM
uSCHECKED BY:
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SHEET No:
OF 2
COPYRIGHT c) 2023 - DYNAMIC ENGINEERING CONSULTANTS, PC - ALL RIGHTS RESERVED
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1 STEEP SLOPES AND HIGHLY ERODIBLE SOILS ARE PRESENT ON THE SITE
BURKH0LDER LAN
TIM
Pike
W Washengtrm.
Ccdr Lawn
VICINITY MAP
1" : 2000'
2 100-YR FEMA FLOODPLAIN ZONE A COMMUNITY PANEL NO. 24043CO118D & 24043CO120D EXISTS ON THE SOUTH PORTION OF THE SITE AS
WELL AS EXISTING WETLANDS TO THE SOUTH AND WEST OF THE PARCEL.
3) WA -I-336 - KERSHNER-BURKHOLDER FARM - IS LOCATED CENTRALLY ON THE SITE BUT IS NOT TO BE IMPACTED BY THE PROPOSED WORK.
FURTHER CULTURAL RESOURCE ASSESSMENT MAY BE REQUIRED.
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// 1 r �` / \ ` \\ \ \\ \\ \ / DIVERSIFIED CAPITAL
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1 / 1 I , ' / ( \ \ 1 1 / I + i \ �� NOTE: MODIFICATION TO THE ''' .._= - ---> \ 1 \ \
1125 OCEAN AVENUE
LAKEWOOD, NJ 08701
/ , I , II`I / / % ' / I I \ ` 1 r \ \ I I\ \ \ / - I' / \ ` ` \ `\ I t�\'\_,
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/ \ SITE DATA:
/ / / / _\ ,- / , / I / / I \ (I , I / / / / _ , , \ I 1 \ \ \ \ \ \ ` \\`` ` \\ 1 ' / '--
1 lFP / `
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/ / / 1 /i \ I r r , 1 \ I I ( ------ J / / \ • \ \ • \`�•`\ I PARCEL AREA - 241.648 ACRES
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I _ / / / / / I 1 \ S ( l \ \ \ \ , /- I
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EXISTING TREES
SOIL BOUNDARY
XX SOIL LABEL
XX SOIL BORINGS
- FP FLOOD PLANE
STREAM
XX PROPOSED CONTOURS
PROPOSED SAND FILTER
BASIN BOTTOM
PROPOSED PRE-TREATMENT
FOREBAY CELL
- - - PROPOSED QUANTITY POND
BASIN BOTTOM
- - PROPOSED SUBDIVISION LINE
FOREST CONSERVATION
REQUIREMENT - 23.62 ACRES
TO BE PROVIDED - 1.0 AC RETENTION / 23.0 AC OFF -SITE CONSERVATION EASEMENT
WATER / SEWER - CITY OF HAGERSTOWN
WATERSHED - NAME/ NUMBER
FLOODPLAIN - YES; ZONE A PANEL NO. 24043CO118D & 24043CO120D
ZONING - PI - PLANNED INDUSTRIAL
PARKING
REQUIRED - 673 SPACES (1 PER 1500 SF GFA)
PROVIDED - 534 SPACES (WAIVER REQUIRED)
MINIMUM BUILDING YARD SETBACKS:
FRONT - 150 FT
SIDE - 75 FT
REAR - 75 FT
PROPOSED USE - WAREHOUSE (PERMITTED)
GRAPHIC SCALE
-100 0 50 100 200
( IN FEET
1 INCH = 100 FT.
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D DY I TAM I C 125 West Street - Suite 201
Annapolis, MD 21401
1:410.567.5000
ENGINEERING www.dynamicec.com
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TITLE: STORMWATER CONCEPT PLAN
'ROJECT: DIVERSIFIED CAPITAL
PROPOSED WAREHOUSE
BURKHOLDER LANE
CITY OF HAGERSTOWN, WASHINGTON COUNTY, MARYLAND
JOSHUA M. SEWALD
PROFESSIONAL ENGINEER
JOB No: DATE:
4268 22-01902 03/10/2023
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COPYRIGHT 72023— DYNAMIC ENGINEERING CONSULTANTS, PC — ALL RIGHTS RESERVED
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
�-•••�— Thunderbird
9 Archeology
��--n „F W.11 —d S -di- and So'°
a DAVEY� company
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- 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
ThunderbirdM� - ••�
Page 1
Table 1: Architectural Resources Within a One -Mile Radius
MHT ID
Resource Name
Date
NRHP Eligibility
Number
DOE -WA -0062
Bridge 2106400 McDade Rd over
1960
MHT: Not Eligible
US 40
Late 18th
WA -I-002
Stucco House
Not Evaluated
century
First half 19th
WA -I-004
J. R. Fridinger Farm
Not Evaluated
century
First half 19th
WA -I-006
E. Doub House
Not Evaluated
century
WA -I-007
Log House
19th century
Not Evaluated
Late 19th
WA -I-008
Frame House
Not Evaluated
WA -I-009
Oster House
1838
Not Evaluated
Early 19th
WA -I-010
Brick and Log House
Not Evaluated
Early 19th
WA -I-011
Stage Coach Inn
Not Evaluated
century
2nd quarter 19th
WA -I-302
Troup-Firey Farm
Not Evaluated
18th/19th
WA -I-314
Miller -Conrad House
Not Evaluated
century
Early 19th
WA -I-321
Farmhouse
Not Evaluated
century
WA -I-322
Tice -Eby Farm
18th century
Not Evaluated
Early 19th
WA -I-326
Log Farmhouse
Not Evaluated
First half 19t''
WA -I-336
Kershner-Burkholder Farm
Not Evaluated
century
WA -I-337
Burkholder Log and Frame House
19th century
Not Evaluated
WA -I-339
Small Log and Frame House
19th century
Not Evaluated
3rd quarter 19th
WA -I-340
Schindel -Custer Farm
Not Evaluated
century
Late 19th
WA -I-355
Former Hopewell School
Not Evaluated
ry
Mith
d-19
WA -I-868
16612 National Pike
MHT: Eligible
century
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
_ Thunderbird .�
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, well -
drained 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
_ Thunderbird .�
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_BurkholderHlST.docx
12440 Burkholder Lane - Cultural Resources Site Assessment
Thunderbird -•..,
WSSI #MD2043.02 — November 2022 h �`� Page 4
Plate 1: Main House Facade, 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
Thunderbird
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
Thunderbird �
WSSI #MD2043.02 — November 2022 �`"� Page 6
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WSSI #MD2043.02
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Latitude: 39°39'29"N
Longitude: 77°46'44"W
Hydrologic Unit Code (HUC): 020700040807
HUC12 Name: Meadow Brook-Conococheague Creek
CUE Region: Eastern Mountains and Piedmont
USGS 7.5' Quadrangle Map
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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 reverse -
chronological (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 19th Century
Kershner-Burkholder Farm
Huyetts Vicinity
private
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 pro-
minent regional traditions. Most stone houses in Washing-
ton County 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
MARYLAND HISTORICAL TRUST
INVENTORY FORM FOR STATE HISTORIC SITES SURVEY
NAME
HISTORIC
Kershner-Burkholder Farm
AND/OR COMMON
fl LOCATION
WA -I-336
Districts 13-24
Map 36
Parcel 13
STREET& NUMBER(Baltimore National Pike)
U.S. Route 40Aand Maryland Route 144 (West Washington Street)
CITY. MOWN CONGRESSIONAL DISTRICT
Hagerstown X VICINITY OF Huyetts 6
STATE COUNTY
Maryland Washington
CLASSIFICATION
CATEGORY
OWNERSHIP
STATUS
PRESENT USE
-DISTRICT -
_PUBLIC
X OCCUPIED
X.AGRICULTURE
-MUSEUM
XBUILDINGIS)
X PRIVATE
-UNOCCUPIED
-COMMERCIAL
__PARK
-STRUCTURE
_BOTH
-WORK IN PROGRESS
-EDUCATIONAL
.PRIVATE RESIDENCE
-SITE
PUBLIC ACQUISITION
ACCESSIBLE
-ENTERTAINMENT
_RELIGIOUS
-OBJECT
_IN PROCESS
-YES RESTRICTED
-GOVERNMENT
_SCIENTIFIC
_BEING CONSIDERED
_YES: UNRESTRICTED
_INDUSTRIAL
_TRANSPORTATICN
X NO
-MILITARY
-OTHER -
DOWNER OF PROPERTY
NAME
Edgar Burkholder Telephone #:
STREET & NUMBER
Route#2
CITY. TOWN STATE , Zip code
stown VICINITY OF
DLOCATION OF LEGAL DESCRIPTION Liber #: 251
COURTHOUSE. Folio #: 27
REGISTRY OF DEEDS, ETC. Washington County Court House
STREET & NUMBER
West Washington Street
CITY. TOWN STATE
REPRESENTATION IN EXISTING SURVEYS
TITLE
DATE
_FEDERAL _STATE _COUNTY _LOCAL
DEPOSITORY FOR
SURVEY RECORDS
CITY. TOWN STATE
o DESCRIPTION
t,t;A :
CONDITION CHECK ONE CHECK ONE
X EXCELLENT _DETERIORATED _UNALTERED ORIGINAL SITE
-GOOD _RUINS ALTERED C 5O7 MOVED DATE
-FAIR _UNEXPOSED
DESCRIBE THE PRESENT AND 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 lime-
stone 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 dia-
mond 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 chimneys 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.
The buildings appear to be in good to excellent condition and stand on a tract containing
241.63 acres.
CONTINUE ON SEPARATE SHEET IF NECESSARY
fl SIGNIFICANCE
(,'
'ERIOD
_PREHISTORIC
_1400-1499
-1500-1599
_1600-1699
1700-1799
X 1800-1899
_1900-
AREAS OF SIGNIFICANCE -- CHECK AND JUSTIFY BELOW
-ARCHEULOGY-PREHISTORIC
-ARCHEOLOGY-HISTORIC
AGRICULTURE
XARCHITECTURE
_ART
_COMMERCE
-COMMUNICATIONS
SPECIFIC DATES
STATEMENT OF SIGNIFICANCE
_COMMUNITY PLANNING
-CONSERVATION
-ECONOMICS
_EDUCATION
_ENGINEERING
_EXPLORATION/SETTLEMENT
_INDUSTRY
_INVENTION
-LANDSCAPE ARCHITECTURE
-LAW
-LITERATURE
-MILITARY
-MUSIC
-PHILOSOPHY
_POLITICS/GOVERNM ENT
BUILDER/ARCHITECT
-RELIGION
-SCIENCE
-SCULPTURE
-SOCIAUHUMANITARIAN
-THEATER
_TRANSPORTATION
-OTHER (SPECIFY)
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 pro-
minent regional traditions. Most 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.
Dui_.ig 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 parts 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
wV
MAJOR BIBLIOGRAPHICAL REFERENCES
CONTINUE ON SEPARATE SHEET IF NECESSARY
GEOGRAPHICAL 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 / TITLE
Paula Stoner Dickey, Consultant
ORGANIZATION DATE
Washington County Historical Sites Survey August 1977
STREET& NUMBER TELEPHONE
County Office Building, 33 West Washington Street 791-3065
CITY OR TOWN STATE
Hagerstown Maryland 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 infringe-
ment of individual property rights.
RETURN TO: Maryland Historical Trust
The Shaw House, 21 State Circle
Annapolis, Maryland 21401
(301) 267-1438
Ps- 1108
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NISTORICAI SITES SURVE'1
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CONSULTANT. 'NASHINGTON CO
OISTORICAL SAES SURVEY
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CONSULTANT. 'HASH';.GTON CO
HISTORICAL S - 3 SUR': EY
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INDEX OF SHEETS
COVER SHEET/SHEET INDEX...........................................................................1
FINALPLAT............................................................................................2-5
•
NOTES, CERTIF/CATIONS, DRAWING LEGEND & SOIL LEGEND................................6
PRELIM/FINAL FOREST CONSERVATION PLAN.................................................7-8
Tax Map 36 Parcel 42
Luke Amos Marlin & Darlene Faye Marlin
L 2264 F. 692
r -----------
Tax Map 36 Parcel 73
y A. Diller & Darlene Diller
L 1641 F. 1040
I
4 imTm
P/0 Tax Map 36 Parcel 71
Bray Farm LLC
L 1752 F, 935, Parcel No. 1
P/0 Tax Map 36 Parcel 71
Firoy Farm, LLC
L 1752 F. 935, Parcel No.
0 150
Tax Map 36 Parcel 18
Dickinson Family Limited Partnership, Et Al.
L 2089 F. 655
GRAPHIC SCALE
300 600
( IN FEET )
1 inch = 300 ft.
+rasa r— or 10- M tr sa f.
%ll/�//���r�.,,,,r,,• ,,., ;:iat=`r > Ott ,, ,�
I / I Dale L Horst & Bc}tiara J. Homt
JI L 1528 F. 9 �5 & L 223 F. 8r?
0
/7' 4 1
I 1J
—
fI
---I
I
P/0 Tax Map 36 Parcel 15
Warren Calvin McKee & 1
Carolyn Fay McKee
L 801 F. 521
/7 -
III
I
I1/
I1I
1,200
OWNER
LAWAYNE & MARGARET MARTIN
12440 BURKHOLDERS LANE
HAGERSTOWN, MD 21740
Tax Map 36 Parcel 414
Patrick A. Motor & Denise C. Maier
Parcel No. 2
L 2658 F. 013
/
Tax Map 30 Parcel 414
Patrick A. Motor & Denise C. Motor
Parcel 1
L 2658 F. F. 013
- -
1
1
'/ 1
/
/
Tax Map 36 Parcel 12
Blaine Properties Limited Partnership
Remaining Lando of
L 1022 F. 0517
P
r �
Tax Map 0036 Parcel 0013
Lawayne A. Martin and Margaret J. Martin
L.5081 F.234
Tax Map 0036 Parcel 0369
Cheater D. Burt<halder Et N.
L582F.844&
L 5085 F. 199
(See Plat Folio 9298)
y
Tax Map 36 Parcel 417
Edward A. Blaine Revocable
Trust of 1991
L 1053 F. 0091
4
ADC MAP 20
GRID F2
/ Tax Map 36 Pae1�112 i f
L 3754 F. 340 �
/
/2 //co rr
P/0 Tax Map 35 Parcel 15 /
I Ca Q► PLATNo.______
o
Warren Calvin McKee & /
Carolyn Fay McKee /
{ L 001 F. 521 DATE
WASHINGTON COUNTY
lox Map 36 Parcel 212 / //
BP Landco, LLC 1/ jJ F7
L 3154 F. 340 /
/
/ PRELIMINARY FINAL PLAT
LANDS OF
MARTIN PROPERTY FOX/23-51256
S/1Lt4TE ALONG THE NORTH SIDE OF US 40 CO f7L£ NUMBERS
WASHINGTON COL/NT), MARYLAND S 23 XXX/FC-23-XXX SHEET No. 1 OF 8
DEVELOPER
DIVERS/FIED CAPITAL
1125 OCEAN AVENUE
LAKEWOOD, NJ 08701
7J2—JJJ-2499
+� I
Tax Map 36 -Parcel 42
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MATCHLINE SEE SHEET 4
PLAT No.
AREA TABULATION DATE
AREA OF EXISTING TM 36, P 13 MAR77N PROPERTY........... 10, 526, 180 S.F. OR 241, 64784 Ac. WASHINGTON C 0 U N TY
MINUS AREA OF PROPOSED LOT 1,.,••.,.,• ........................5,,375,855 S.F OR 12341265 Ac.
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PRELIMINARY/FINAL PLAT
GRAPHIC SCALE
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FOX / 23-51256
SITUATE ALONG THE NORTH SIDE OF US 40
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S-23-XXX/FC-2i-XXX SHEET No. 2 OF 8
OWNER ( IN FEET )
MARGAAR
SEPT. 2023 FOX & ASSOCIATES, INC.
Y DISTRICT 24
LAWAYNE MART/N
DIV R EDOCAERL
FOXHAGERSTOWN,
I inch = 150 ft. 12440 BURKHOLDERS LANE
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FDRAWN
: DATE: ENGINEERS ' SURVEYORS ' PLANNERS
MD 21740
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7,32-.3,3.3-2499
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GRAPHIC SCALE
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OWNER
( IN FEET )
LAWAYNE & MARGARET MAR77N
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HAGERSTOWN, MD 21740
DEVELOPER
DIVERSIFIED CAPITAL
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LAKEW000, Ni 08701
732-333-2499
PLAT No.
DATE
0
WASHINGTON COUNTY
PRELIMINARY/FINAL PLAT
LANDS OF
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OWNER
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DEVELOPER
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7J2—.3.3.3-2499
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f._ . _ , .. , , , , . ,.... m V , ^ r s ; Tax Map 36 Parcel 212 ,/ ✓ i i
+`'~ P. P/P_ j �•. �;�,..,, "` :'' r ,' ' i Ja OP Landco, LLC = / � �
(�' ON•70P, .OF EX. v� L( r �• . , '^ r' ,,,r r t _ ,' J 3 L 3754 F. 340 /
N
•-_. _ f ,-_ fi5'18'33~ W J, -^,".... Vim ---r. .�_^--T�3-� , ~I '�:'., ....• _ _ _ ,. ' `�, ; _ � - r i r'� � / r , , � / �, / / / � � j /'
239.O4'
d' ,. .. Tax (1np 0036 Parcel 0369 \ ^ — -- Y,—.� f •nr �:.: ' j 1 / / / / 1
•
+ 'I Custer 0. Burkholder Et N. ` � •J' I ; f / ,' / / � /
` 1 N 33'26'15" E 228.51' L 58 85. 84r1 h ORDICEEN fROMAPPROVEDN ! r / / \ \
L5 F. 199
W ' I �' `11E UNE FOREST STAND DaJNEAT70N PREPARED ' ' / f / / \
L LI (See Plot Folio 9290) /
` \ `� I BY WETLAND STUD/ES & SOLU77ONS, /NC.. • • . • . • . , . • . ? r _ ' / ""- \ J\, L347£D AUG. 2023 �?'� `./ ' r // / / / / / \
5/8" RE �' �CN 21O9'17 W 116.61' ' } " " 1 5/8 ;' ,DAR k'/ CAP / 7/77
/
W/.CAP . � J( / \ , . __ -�_a- ' FOUND),; z
/ /
W ( ` ) r ;PLA ED�ST NE M / / / / / \
` Jr' oy J X0O N `` /
W r� ss•o5'42" w ��} t\ �.�/
Z i 254.4O' ' `,h � \.` \ti ' .5 t In / / / S \\ \
- •° I ' �r `'' ^ STREAM BUFFER 5/8 ' REBAR / ri]jjj���
. , r„ 3 1 EXPANDED Tn ,'' (FOUND)' / t
i mIi �ti r,32 _. ' / / / / �►r \ \ O
'� w �. YE4R FLOODPLA/N � , / / / / \
.. 1 j/ iQ /1;/ /\\\
I 71
' / / ///// \\\
N 68'O2'42~ W 20.00' �1 / /
WOOD POST ; ' 1 J' r / / / , / / \\\
t' T& Map 36 Parcol 4.23 i �♦ :r:F._,'' 1 / /
f Dale do Barba_ ra Harst `� P/0 Tax Map 36 Parcel 15
f f, L1528/F,935 do L2233/F.83 Warren do Carolyn McKee / /
t\ ! L 001 F, 521
,•r' f rr F J. / ••'�
t ( r i r' •/ rr r G
fj � t
/
s ' ` / Tax Map 36 Parcel 212 / /'
BP Landco, tIC r / / /
f f ihi; ` , ; L 3754 F. 340 ///
/
150
GRAPHIC SCALE
150 300
( IN FEET )
1 inch = 15O ft,
600
OWNER
LAWAYNE & MARGARET MARTIN
12440 BURKHOLDERS LANE
HAGERSTOWN, MD 21740
DEVELOPER
DIVERS/F7ED CAPITAL
1125 OCEAN AVENUE
LAKEWOOD, NJ 08701
732-333-2499
PLAT No.
DATE
WASHINGTON COUNTY
PRELIMINARY/FINAL PLAT
LANDS OF
MARTIN PROPERTY
SITUATE ALONG THE NORTH SIDE OF US 40
WASHINGTON COUNTY, AMRYZAND
FOX / 23-51256
CO.fLE NUMBERS:
S 23 XXX/FC 2.7—XXX SHEET No. 5 OF 8
NOTES:
11
OWNERS I/WE HEREBY CERTIFY THAT WE ARE THE LEGAL AND 7RUE OWNERS OF THE PROPERTY
SHOWN AND DESCRIBED ON THIS PLAT AND THAT THE WE ADOPT THIS PLAN OF SUBDIVISION,
ESTABLISH THE MINIMUM BUILDING RESTRICTION LINES, DEDICATE TO PUBLIC USE ALL UTILITY AND
DRAINAGE EASEMENT AREAS AND ALL ALLEY, STREET, AND ROAD RIGHTS OF WAY DESIGNATED ON
THIS PLAT AGREE TO KEEP OPEN ALL SPACES AND RECREATION AREAS SHOWN, AND AGREE 7NAT
THE DEDICATIONS SHALL NOT IMPOSE ANY RESPONSIBILITY ON THE BOARD OF COUNTY
COMMISSIONERS OF WASHINGTON COUNTY RECORDING THE SUBJECTS OF SUCH DEDIC477ONS UNTIL
LEGAL ACCEPTANCE THEREOF BY SAID BOARD, AND WE HEREBY RESERVE THE FEE SIMPLE TITLE
TO THE LAND UNDERLYING SAID EASEMENTS, RIGHTS OF WAY, OPEN SPACES AND RECREATION
AREAS AND, WITH REGARD TO THE SAID EASEMENTS AND RIGHTS OF WAY, HEREBY AGREE TO
CONVEY THE SAME TO SAID BOARD, FOR 771'5 USE OF SAID WASHINGTON COUNTY, WITHOUT
CONSIDERA77ON, UPON THE LEGAL ACCEPTANCE OF SAID EASEMENTS AND/OR RIGHTS OF WAY BY
SAID BOARD.
THIS DEED AND AGREEMENT OF DEOIG477ON SHALL BE BINDING UPON OUR GRANTEES; ASSIGNS,
AND SUCCESSORS.
I/YE ALSO CERTIFY 171l THE COMMUNITY WATER AND/OR COMMUNITY SEWERAGE SYS7FM
PROPOSED FOR THIS SUBDIVISION WILL SE AVAILABLE TO ALL LOTS' OFFERED FOR SALE. //WE
ALSO CER77FY THAT PLANS FOR THE COMMUNITY WATER SUPPLY AND/OR COMMUNITY SEWERAGE
SYSTEM FACIL177ES, INCLUDING ANY NECESSARY POINT OF DISCHARGE, HAVE BEEN APPROVED BY
THE DEPARTMENT OF HEALTH AND MENTAL HYGIENE
THERE ARE NO SUITS ACTIONS AT LAW LEASES: LIENS, MORTGAGES, TRUSTS; EASEMENTS OR
RIGHTS' OF WAY AFFECTING THE PROPERTY INCLUDED IN THIS PLAN OF SUBDIVISION EXCEPT THE
FULL OWING:
AND ALL PARTIES AND INTERESTS' THERETO HAVE HEREUNTO AFFIXED THEIR S/GAG47URE"S,
INDIC.477NG THEIR ASSENT TO THIS PLAN OF SUBDIVISION.
WITNESS OUR HANDS AND SEALS THIS DAY OF 2023.
WITNESS LAWAYNE A. MARTIN
WITNESS MARGARET J. MAR77N
SUE VE`YOR'S CERTIFICATE
I HEREBY CERTIFY TI -/AT THE PLAN SHOWN AND DESCRIBED HEREON IS CORRECT THAT IT I5
THE LANDS CONVEYED BY CHESTER & LOIS BURKHOLDER TO LAWAYNE & MARGARET MAR77N
BY DEED DATED OCTOBER 14, 2015, AND RECORDED AT LIBER 5081, FOLIO 234 AMONG 77IE
LAND RECORDS OF WASHINGTON COUNTY, MARYLAND. FURTHER THAT THIS PLAN WAS
PERSONALLY PREPARED BY ME, OR THAT I WAS IN RESPONSIBLE CHARGE OVER ITS
PREPARATION AND THE SURVEYING WORK REFLECTED HEREON, ALL IN COMPLIANCE WITH 7715
REQUIREMENTS SET FORTH IN COMAR 09. 13.06. 12 IN EFFECT AT THE TIME THAT THIS SURVEY
WAS PERFORMED.
- LS aQ
REGISTERED PROPERTY LINE SURVEYOR
MARYLAND RG1STRA71ON No. 319
E7XPIRAT/ON/RENEW DATE: 09/14/2024
CERTIFICATE OF APPROVAL
FINAL APPROVAL GRANTED WASHINGTON COUNTY PLANNING COMMISSION
DATE EXECUTIVE DIRECTOR
FINAL APPROVAL GOOD FOR SIX (6) MONTHS FROM ABOVE DATE
THIS PLAN/PLAT HAS BEEN REVIEWED BY THE WASHINGTON COUNTY DEPARTMENT OF
WATER QUALITY FOR INCLUSION INTO THE COUNTY CAPACITY MANAGEMENT PLAN FOR THE
SYSTEM THAT SERVES THIS PROJECT ALLOCATION GRANTED FOR CONSTRUCTION SHOWN
ON THIS PLAN/PLAT SHALL BE IN ACCORDANCE WITH THE CAPACITY MANAGEMENT PLAN
DEVELOPED FOR THIS SYSTEM BASED ON AVAILABILITY OF ALLOCA7701V
REMAINING IN THE FACILITY
WASHINGTON COUNTY DEPARTMENT OF WATER QUALITY
DATE
CERTIFICATE OF APPROVAL OF COMMUNITY
WATER AND/OR .SEWERAGE SYSTEM
I HEREBY CER77FY THAT THE USE OF THE COMMUNITY WATER AND/OR COMMUNITY
SEWERAGE SYSTEM FOR THIS SUBDIVISION IS IN CONFORMANCE WITH THE COUNTY
WATER AND SEWERAGE PLAN.
DATE COUNTY HEALTH OFFICER
1. HORIZONTAL DATUM IS BASED ON AN NGS OPUS SOLUTION FROM DATA COLLECTED ON
JANUARY 21, 2022. THE HORIZONTAL DATUM IS ON THE MARYLAND STATE GRID SYSTEM
(HAD 83).
2. DENOTES REBAR & CAP TO BE SET UNLESS OTHERWISE NOTED.
3. THERE ARE NO HOUSES, WELL, OR SEPTIC'S WITHIN 100 FEET OF THE SUBDIVISION
BOUNDARY UNLES5 SHOWN.
4. ZONING /5 "P/" PLANNED INDUSTRIAL D/STRICT.
5. AN EIGHT (8) FOOT EASEMENT FOR ALL UTILITIES AND DRAINAGE IS DEDICATED ALONG THE
INTERIOR OF ALL SIDE AND REAR LOT LINES. A TEN (10) FOOT WIDE EASEMENT FOR UTILITIES
AND DRAINAGE IS DEDICATED ALONG THE INTERIOR OF ALL FRONT LOT LINES.
6. THIS SITE IS WITHIN THE CONOCOCHEAGUE CREEK WATERSHED 02140504.
7. TOTAL UPSTREAM WATERSHED AFFECT/NC THIS SUBDIVISION IS LESS THAN 400 ACRES.
8. THIS SUBDIVISION IS NOT WITHIN 1000 FT OF THE APPALACHIAN TRAIL.
9. THERE IS MAPPED FLOODPLAIN ON THE SUBJECT PROPERTY AS SHOWN HEREIN PER FEMA
FLOOD MAPS 24043COl 18D & 24043C0120D HAVING AN EFFECTIVE DATE OF AUGUST 15,
2017
10. BEARINGS AND DISTANCES ARE FROM A RECENT SURVEY BY SHELLY WITTER & FOX
11. SETBACKS: DWELLING, SEMI-DETATCHED
FRONT . . . . . . 50' INTERIOR ROAD
SIDES . . . . . . 75' ADJOINING INDUSTRIAL DISTRICT'
REAR . . . . . . 75' ADJOINING INDUSTRIAL DISTRICTS
12. THERE IS NO HABITAT OF THREATENED OR ENDANGERED SPECIES IDENTIFIED BY THE U.S
FISH AND WILDLIFE SERVICE PER 50 CRF 17 AS REQUIRED TO BE SHOWN BY SECTION 314
OF THE SUBDIVISION ORDINANCE AND SECTION 4.21 OF THE ZONING ORDINANCE STEEP
SLOPES HAVE BEEN SHADED. THE 100 YEAR FLOODPLAIN HAS BEEN SHOWN (SEE NOTE /9
ABOVE).
13. TOPOGRAPHY SHOWN HEREON WAS PREPARED FROM UAS MICRODRONE PHOTOGRAMMETRY
PERFORMED BY SHELLY WITTER & FOX ON MARCH 11, 2022, VERTICAL DATUM IS BASED
ON THE NA VD 88 VERTICAL DATUM.
14. RELATED RECORDS
FOREST STAND DELINEATION (FS -23-004) PREPARED BY DYNAMIC ENGINEERING AND
APPROVED BY WASHINGTON COUNTY ON 8/25/23.
SITE PLAN (SP-23-XXX) SUBMITTED CONCURRENTLY WITH THIS PLAT.
15. WATER IS PUBLIC AND IS PROVIDED BY THE CITY OF HAGERSTOWN. SEWER IS PUBLIC AND
PROVIDED BY WASHINGTON COUNTY.
..thAc;:
r LINE
llllll114
DRAWING LEGEND:
7/
WERIWO AREA
BOUNDARY LINE
HaB
- - ---------- -- -.-•- SOIL BOUNDARY & TYPE
-Y-WE-rya- WETLANO BUFFER
- - R 100 YEAR FLOODPLAIN
- - STREAM BUFFER
IXISANG TREEIINE
588 IXI571NG CONTOUR
540 - IXIST7NG INDEX CONTOUR
OWNER
LAWAYNE & MARGARET MARTIN
12440 BURKHOLDERS LANE
HAGERSTOWN, MD 21740
DEVELOPER
DIVERSIFIED CAPITAL
1125 OCEAN AVENUE
LAKEWOOD, NJ 08701
732-333-2499
SOILS CHART
HYDROLOGIC SOIL
PERCENT OF
SOIL TYPE
SOIL NAME
GROUP
AOI
K FACTOR
DsB
Duffield silt loam, 3
3.30%
0.37
to 8 percent slopes
B
Ft
Funkstown silt
C
2.00%
0.37
loam
HaB
Hagerstown silt
30.70%
0.37
loam, 3 to 8
B
percent slopes
HaC
Hagerstown silt
7,00%
0.37
loam, 8 to 15
B
percent slopes
HbB
Hagerstown silty
11.20%
0.37
clay loam, 3 to 8
percent slopes,
B
very rocky
HbC
Hagerstown silty
1_,30%
0.37
clay loam, 8 to 15
percent slopes,
B
very rocky
HcB
Hagerstown -Rock
10.50%
0.37
outcrop complex, 3
B
to 8 percent slopes
HcC
Hagerstown -Rock
5.80%
0.37
outcrop complex, 8
B
to 15 percent
slopes
HcD
Hagerstown -Rock
500%
0.37
outcrop complex,
15 to 25 percent
B
slopes
Ln
Lindside silt loam
C
2.50%
0.37
Me
Melvin silt 4oam
B/D
3.40%
0.43
Mn
Massanetta loam, 0
7.40%
0.15
to 3 percent slopes
B
SpA
Swanpond silt
4.20%
0.49
loam,0to3
D
percent slopes
SSA
Swanpond-
5.60%
0.49
Funkstown silt
D
foams, 0 to 3
ercent slopes
PLAT No.
DATE
WASHINGTON COUNTY
PRELIMINARY/FINAL PLAT
LANDS OF
MARTIN PROPERTY
S/TL647E ALONG THE NORTH SIDE OF US 40
WASHINGTON COUNTI' M4RYL4ND
FOX / 23-51256
CO. FILE NUMBERS:
S-23—XXX/FC-23—XXX SHEET No. 6 OF 8
CERTIFICATE OF COUNTY APPROVAL
THIS FOREST CONSERVA77ON PLAN MEETS THE REQUIREMENTS OF THE
WASHINGTON COUNTY FOREST CONSERVA7ON ORDINANCE AND IS HEREBY
APPROVED BY THE WASHINGTON COUNTY PLANNING COMMISSION.
Tax Map 36 Parcel 73
y k Oilier & Darlene Diller
L 1641 F. 1040
PERMANENT FOREST-..
CONSERVATION AREA I s 662557" E
PROTECTION SIGNAGE,-lz
(TYP.) ; % aoy.rlr ;
[ P/0 Tax Map 36 Parcel 71
jl Firey Farm I1.C
L 1752 F. 935, Parcel No. 1
SIGNATURE
NAME AND 777LE
DATF
1;
z S 00 3435" E
N / .. 198.58 ',' // /
(, 1...
' , f5 19'51'57" W
(Ti /,// .r �r�/ ,�Il f // r
1 ,% /, 'S OB'54 33" E , / 3 \
PROPOSED FOREST L��,��f1 1sB•74'i; ;'
CONSERVATION !%//////..///.i ,�
EASEMENT AREA ft'/1/.'/%i ,,/� ./ . r
,'
708.044 50. FEET t]/Y
i/
16.25445 ACRES 4 i `r %,' Wd N
P/0 Tax Map 36 Parcel 71 . >
11rey Farm, LC
L 1752 F. 935, Parcel No. 2 ,' JMrn - s 52144
L$ ,- ;131
N 58'5107" W
228.02' 6r
N 65.31'31" W
196.9'
w .� %,�s+FF, N 600154" Wj.
� ' 114.37'
• 1�
12'54'16" W
ii
SITE
I Tax Map 36 Parcel 414 Tax Map 36 Parcel 414
1 Patrick A. Molar & Denise C. Molar Patrick A. Maier & Denise C. Molar
Tax Map 36 Parcel 42 Parcel No. 2 Parcel No. 1
Luke Amoo Martin & Darlene Faye Martin L 2658 F. 013 1 L 2658 F. 013
L 2264 F. 692
w ADS
LI
EX. FOREST STAND (NP.) / /
Mteea nn, or tos2n,10MV !R —
\
4
�
Tax Maps 35 1L01
1423
Dale L Horst & Bc tmrn J. Horst
L 1528 F. 95 &
2213 F. 8fr
/41// I
Tax Ma 36 Parcel 12
/ P
/ / Blaino PropaLimited Partnership
Remaining Londe of
L 1022 F. 0517
N VICINITY MAP
W*s SCALE.•1"= 2000' _______ I TAX MAP 36 PARCEL 13
S COPYRIGHT ADC THE MAP PEOPLE PER/IT USE NUMBER 2100422!
ADC MAP 20
__---GRID F2
it
it
II
I
TaAMap36Paroei417 ij
/ Edward A. Blaine Revocable !)rrf
Tax Map 0036 Parcel 0013 Trust of 1991
Lawavne A. Martin and Margaret J. Martin L 1053 F. 0091 1
L.5081 F.234 ii
11
1!
Es' '1
Tax Map 0036 Parcel 0369 �________
Cheater D. Buri¢tolder Et Al. i 1
f _ 1 L 562 F. 044 &
L 5085 F. 199 9 1
(Sac Plot Folio 9298) 1 _
� � Tax Map 36 Pa 2 f
DP Landco, LLC
L 3734 F. 340 -- f `
N 6x42'27" W
12.30'
P/0 Tax Map 36 Parcel 15
Warren Calvin McKee & 1
Tax Map 36 Parcel 10 Carolyn Fay McKee
Dickinson Family Limited Partnership, Et Al. L 001 F. 521
L 2069 F. 655
J J 1
J J 1
GRAPHIC SCALE
300 0 150 300 800
( IN FEET )
1 inch = 3OO ft.
Li
1
FOREST CONSERVATION
EASEMENT (RETAINED
J ! ___
FOREST)
o
PERMANENT FOREST
❑
CONSERVATION AREA
I
(
PROTECTION SIGNAGE
1 J
1 1
SPECIMEN TREE �`
OWNER
LAWAYNE & MARGARET M4R77N
12440 BURKHOLDERS LANE
HAGERSTOWN, MD 21740
m
VI
\\ s-2
\\\
P/a Tax Map 36 Parcel 15 � PLAT No._________
Warren Cabin McKee & f
j Carolyn Fay McKee
i Leal F. 521 DATE
WASHINGTON COUNTY
Tax Map 36 Parcel 212 , /I
BP Landco, ac / I (J + • �'
L 3754 F. 340 /
//
/2' 1 BINARY/FINAL FOREST CONSERVATION PLAN
/ l LANDS OF
�RTIN PROPERTY FOX / 23-51256
CO F7LE NUMBERS•
DEVELOPER
DIVERSIFIED CAPITAL
1125 OCEAN A VENUE
LAKEW000, NJ 08701
732-333-2499
S7TLG1TF ALONG THE NORTH SIDE OF US 40
WASHINGTON COUNTY, M4RYL4ND S-23-XXX/FC-23 XXX SHEET Na. 7 OF 8
DRAWN BY:
DATE:
FOX & ASSOCIATES, INC.
DISTRICT 24
� S.
SEPT. 2023F
ENGINEERS ' SURVEYORS ' PLANNERS
X
DHECKED BY:
DATE:
T.G.W.
SEPT. 2023
981 MT. AETNA ROAD 82 WORMAN'S MILL CT. STE. 'G'
HAGERSTOWN MARYLAND 2174O FREDERICK, MARYLAND 217O1
& ASSOCIATES INC,
TAX MAP No. 36
SCALE: 1 300'
PHONE: (3O1 733-85O3 PHONE: (3O1)898-O88O
DWG. No. C-3834
FAX: (301),33-1853 FAX: (301)293-6009
o xi�a
Q
a
THE BOUNDARIES OF THE FOREST CONSERVA 77ON AREA SHALL BE MARKED W11H
DURABLE SIGNAGE (SEE DETAIL J6.9 DETAIL THIS SHEET) W7TH WORDING TO THE
EFFECT THA T THE AREA IS A FOREST CONSERVA 170N AREA AND 17/A T THE TREES
ARE NOT TO BE DISTURBED. THE POSTS AND SIGNS SHALL BE MAINTAINED BY THE
PROPERTY OWNER INDEF7N/IEL Y
THERE SHALL BE NO DISTURBANCES OF THE AREA LABELED FOREST CONSER VA 77ON
AREA BY ANY REGULATED AC77'1TY AS DEFINED /N WASHINGTON COUNTY FOREST
CONSERVA 170N ORDINANCE, EXCEP77NG SUCH AC77V717ES WHICH HA kF RECEIVED PRIOR
APPROVAL OF THE WASHINGTON COUNTY PLANNING COMMISSION.
PROPERTY OWNERS ARE ADVISED THAT PENAL 77ES AND FINES ARE ASSOCIA TED WITH
VIOLAT7ON OF THE WASHINGTON COUNTY FOREST CONSERVA 170N ORDINANCE
AC77V777ES OF A RECREA77ONAL OR PASS/VF NA TORE ARE PERMITTED /N THE FOREST
CONSERVA 770N AREAS PRO VIDED THERE IS NO FOREST DISTURBANCE OR REMO VAL OF
LIVING TREES.
THE LONG- TERM FOREST PR07FC77ON PLAN OR REFERENCE TO ITS EXISTENCE ON
THIS PLAT SHALL BE INCLUDED IN EACH AND EVERY DEED OF CONVEYANCE FOR THIS
PROPERTY AND SUBDIVISIONS THEREOF
THE FOREST CONSERVA 170N PLAN SHOWS THA T NO EXIS77NG TREES WITHIN THE
FOREST CONSERVA 77ON AREAS ARE TO BE DISTURBED, IF FOR ANY REASON IN THE
FUTURE, FOREST COVER IS PROPOSED TO BE DISTURBED, A REVISED FOREST
CONSERVA77ON PLAN MUST BE SUBMITTED TO THE WASHINGTON COUNTY PLANNING
COMMISSION AND APPROVED PRIOR TO DISTURBING ANY TREES.
LONG TERM PROTECTION AGREEMENT
THE FOREST CONSERVATION EASEMENT SHOWN HEREON IS DES/GNA7ED FOR
RETAINED FOREST FOR 771E BIG SPRING SOLAR SITE PLAN, SP -21-021
ACCORDING TO THE WASHINGTON COUNTY FOREST CONSERVA77ON ORDINANCE
THE AREAS NOTED AS "FOREST CONSERVAT/ON EASEMENT" ARE NOT TO BE
DISTURBED BY ANY REGULATED AC77VITY AS DEFINED IN THE FOREST
CONSERVATION ORDINANCE UNTIL THAT REGULATED ACTIVITY AND ITS
ASSOCIATED FOREST DISTURBANCE IS REVIEWED AND APPROVED SY THE
WASHINGTON COUNTY PLANNING COMMISSION ACCORDING TO THE
REQUIREMENTS AND STANDARDS OF THE FOREST CONSERVATION ORDINANCE
/N EFFECT AT THAT TIME.
PROPERTY OWNERS ARE ADVISED THAT THERE ARE PENALTIES AND FINES
ASSOCIATED WITH VIOLATION OF THESE RESTRICTIONS. OWNERS OF LOTS
AFFECTED BY THE FOREST CONSERVATION EASEMENT(S) SHALL TAKE
PRECAUTIONS TO PROTECT FOREST /N EASEMENT AREAS FROM UNAUTHORIZED
DISTURBANCE PURSUANT TO THE WASHINGTON COUNTY FOREST CONSERVA7701V
ORDINANCE. ACTIWTIES OF A RECREATIONAL OR PASSIVE NATURE, AS LONG AS
THERE IS NO FOREST DISTURBANCE, REMOVAL OF EXISTING FOREST, OR
INHIBITION OF ITS NATURAL GROWTH PROCESSES ARE PERMITTED /N THE
FOREST RETENTION AREAS ACCESS TO EASEMENT AREAS AND OVER ACCESS
RIGHTS OF WAY SHOWN ON THIS PLAT ARE NECESSARY AND PERMITTED TO
WASHINGTON COUNTY AT REASONABLE TIMES FOR PERIODIC INSPECTION OF
THE EASEMENT AREAS.
THIS NOTE OR REFERENCE TO /7S EXISTENCE ON THIS PLAT SHALL BE
INCLUDED IN ANY FUTURE DEED OF CONVEYANCE OF THIS PARCEL OF LAND.
SIGNA TURE
BY.'
PRINTED NAME
777ZE
DATE
SEQUENCE OF CONSTRUCTION:
1. STAKE/FLAG LIMITS OF FOREST RETENTION AREAS.
2. INSTALL FOREST PROTECTION DEVICES.
3. CONTACT WASHINGTON COUNTY PLANNING & ZONING DEPARTMENT OFFICE FIVE
(5) DAYS PRIOR TO THE START OF CONSTRUC77ON AT (240) 313-2430.
4. NOT/FY THE WASHINGTON COUNTY PLANNING & ZONING DEPARTMENT AND
HOLD POST CONSTRUC77ON MEETING AND INSPECTION.
NOS'
1. THE PERMANENT SIGNS ARE REQUIRED TO BE POSTED WITH/N JO DAYS OF
SUBDIVISION APPROVAL AND ARE TO BE MAINTAINED FOR PERPETUITY.
2. SIGNS REQUIRED TO BE.'
A) PLASTIC HOPE 0.05 GAUGE, OR
B) METAL
3. ATTACHMENT OF SIGNS TO TREES IS PROHIBITED.
FIG. 3.6.9 - CONSERVATION AREA
PROTECTION SIGNAGE FOR LONG-TERM
CONSERVATION AREA PROTECTION
11 MIN.
FOREST
CONSERVATION
AREA
CONSERVATION
PROJECT
TREES FOR YOUR FUTURE
TREES SHALL NOT BE
DISTURBED
NOTE:
1. SIGNS SHALL BE LOCATED AS SHOWN ON SHEET 2 OR
A MAXIMUM OF 50' ON CENTER.
2. SIGNS SHALL REMAIN INDERNITEL Y.
I CERTIFY THAT I AM QUALIFIED TO PREPARE THIS PLAN IN ACCORDANCE
WITH THE REQUIREMENTS OF THE FOREST CONSERVATION ACT PURSUANT TO
COMAR 08. 19.06.07A AND THAT TO THE BEST OF MY KNOWLEDGE, THE
INFORMATION HEREON SAT/FETES 771E REQUIREMENTS OF THE WASHINGTON
COUNTY CREST CONSERVATION ORDINANCE
HALEY KELLY WETLAND STUD/ES & SOLUTIONS, INC. (WSSI)
OWNER
IAWAYNE & MARGARET MARTIN
12440 BURKHOLDERS LANE
HAGERSTOWN, MD 21740
DEVELOPER
DIVERSIFIED CAPITAL
1125 OCEAN AVENUE
LAKEWOOD, N✓ 08701
732-333-2499
D. :Afforestation Threshold( Net Tract Area x 15%
)
D = !
16.30
0
E. Conservation Threshold { Net Tract Area x 15%
)
1 E= j
16.30
.. .........
Existing Forest Coy..................
F. Existing Forest Cover within the Net Tract Area
I F =
23.40
.................................................__.._...._............._._.........._._......................................--_. _....
G. :Area of Forest Above Conservation Threshold
I G = j
7.10
Break Even Point !
H. Break Even Point f
; H =
17.72
I Forest Clearing Permitted Without Mitigation
I = !
5.68
Proposed Forest Clearing !.__._. .._._._ ... __ _.___..__.___
J. ;Total Area of Forest to be Cleared f
j J =
10.15
K Total Area of Forest to be Retained
K.._
13.25
.._ .
Planting Requirements
_._._ __..._
L. ;Reforestation for ClearingAbove the Conservation Threshold
L
1.78
M `Reforestation for Clearing
Below the Conservation Threshold
M =
6.10
NM.
,Credit for Retention above
ve the Conservation Threshold
N = j
0.00
P (Total Reforestation Required
P
7.87
._..
(Total Afforestation Required I-.
�.._.Q T__'
0.00
... -.-_-
RTotal Planting Requirement
______. __
R
7 87
............................................7.87
*PIL Calculation ..Convert Plantin4 Reauirement to:
Sa. Ft.
_ _.....!
I .
....
342817.20
If Pro}ect is
_ .
inside a P liorrty Funding. Area __..-____.'..__ 102845.16 If Project is outside of a Priority Funding Area: 123414.19
1
PLAT No.
DATE
WASHINGTON COUNTY
PRELIMINARY/FINAL FOREST CONSERVATION PLAN
LANDS OF
MARTIN PROPERTY FOX AF 23-51256
SITUATE ALONG THE NORTH SIDE OF US 40 CO TILE NUMBERS•
WASHINGTON COUNTY, M ARYZAND S-23—XXX/FO 23 XXX SHEET No. 8 OF 8
GENERAL NOTES : SOLAR ENERGY SYSTEMS
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.
DISTURBED AREA QUANTITIES
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.
UNIT
SOILTYPE
HSG
DsB
Duffield silt loam, 3to 8 percent slopes
B
DsD
Duffield silt loam, 15 to 25 percent slopes
B
DvC
Duffield -Rock outcrop complex, 8 to 15 percent slopes
B
DvD
Duffield -Rock outcrop complex, 15 to 25 percent slopes
B
HaA
Hagerstown silt loam, Oto 3 percent slopes
B
HaB
Hagerstown silt loam, 3to 8 percent slopes
B
HaC
Hagerstown silt loam, 8to 15 percent slopes
B
HaD
Hagerstown silt loam, 15 to 25 percent slopes
B
RmB
Ryder -Duffield channery silt loams, 3to 8 percent slopes
B
RmC
Ryder -Duffield channery silt loams, 8to 15 percent slopes
B
RyD
Ryder -Rock outcrop complex, 15 to 25 percent slopes
B
SpA
Swanpond silt loam, Oto 3 percent slopes
D
LEGEND
ITEM
EXISTING
PROPOSED
SANITARY GRAVITY SEWER LINE (S)
EX. 10"S
10" S
SIZE & FLOW DIRECTION
SANITARY SEWER FORCE MAIN (F.M.)
SEX. 10" F.M.
---12" F.M.---
SIZE & FLOW DIRECTION
SANITARY SEWER MANHOLE (S.S.M.H.)
SANITARY SEWER CLEANOUT (C.O.)
ID
ID
WATER MAIN & SIZE
EX..�10" W
--12W--
FIRE HYDRANT (F.H.)
y�.V F.H.
F.H.
WATER VALVE (W.V.) OR METER (W.M.)
-iOI-----I-
STORM DRAIN MANHOLE (S.D.M.H.)
W.M. W.V.
O��
W.M. W.V.
► X11
STORM DRAIN LINE (CMP, RCP, HDPE)
►► ►
CATCH BASIN (C.B.)
- ► - ®�
UTILITY POLE W/ OVERHEAD SERVICE
_ �_............_._.
_._. -
(TELEPHONE (O.T.), ELECTRIC (O.E.)
UNDERGROUND ELECTRIC (U.E.)
- -U.E.- -
-U.E.-
UNDERGROUND TELEPHONE (U.T.)
- - - -UT.- - - -
- - - -UT.- - - -
UNDERGROUND GAS MAIN (G)
- -EX. 2" G- -
---2" G- -
CONCRETE CURB & GUTTER
CONCRETE SIDEWALK, SLAB / PAVING
_,. =,>1 •.%_ '' % `•' '
IMPERVIOUS SURFACED ROAD, DRIVE
OR PARKING LOT
INDIVIDUAL TREE OR BUSH
(G O
% \
EVERGREEN DECIDUOUS
N/A
WIRE FENCE
-X----X----X----
-X X X
CHAINLINK FENCE
STOCKADE FENCE
STRUCTURE (CONCRETE, WOOD,
METAL, ETC.)
DRAINAGE DITCH OR SWALE
- - -
- - -
WETLAND BOUNDARY LINE
----------------
N/A
CONTOUR
------ 49 ------
ELEVATION SPOT SHOT
BENCH MARK
4�
25.15 25.50 T.C.
25.00 B.C.
N/A
PROPERTY OR RIGHT-OF-WAY LINE
CENTERLINE
-
-
LIGHT POLE
)
00
N
0
0
0
M
w
N60°11'31"W
48.75'
33°10'31"W
102.90'
Z
PtT
w c
z
-11
.n z
Go
j
,P-
C �1
AW
wo
11
P1�D1 WD_
PROPOSED 14WIDE
CELLULAR CONFINEMENT
ACCESS ROAD (TYPICAL)
SINGLE AXIS
TRACKER SOLAR
ARRAY (TYPICAL)
1950.56'
N00°33'29"E
64.15'
N19°33'31"W�
89.58'
N33°51'31"W
88.41'
'I
SITE PLAN
KIEFFER FUNK SOLAR PROJECT
KIEFFER
N 25° 54 29" E
390.05'
FUNK ROAD
N 24O 08 29" E
240.60'
LANDS N/F
ANN WILLIAM LEE & JAMES ALLEN JOACHIM
MAP 50 PARCEL 304
DEED REF.: 773-282
ZONING - RT
PROPOSED 14 WIDE
CELLULAR CONFINEMENT
ACCESS ROAD (TYPICAL)
M
N-
N_
O
0
0
N
co
w
SINGLE AXIS
TRACKER SOLAR
ARRAY (TYPICAL)
PROPOSED 14 WIDE
CELLULAR CONFINEMENT
ACCESS ROAD (TYPICAL)
:11`1"11111
LANDS N/F
NATHAN & REBECCA MARTIN
MAP 50 PARCEL 306
DEED REF.: 2887- 635
ZONING - A(R)
SINGLE AXIS
TRACKER SOL)
ARRAY (TYPICA
SENSITIVE AREAS
AREA
ON -SITE
MITIGATION
REFERENCE
WETLANDS
NO
N/A
MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
RIVERS AND STREAMS
NO
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
N26° 65 35" E
459.07'
S 25° 01' 29" W
S89°31'29"W1
I203.62'
LANDS N/F
WILLIAM LOUIS DEATRICH
MAP 51 PARCEL 38
DEED REF.: 737-596
ZONING-A(R)
862.00'
N28°34'29"E
48.61'
N49°50'29"E
107.69'
m
N: 717300.6498
LANDS N/F
RICHARD & CAROL SOWERS
MAP 50 PARCEL 1660
DEED REF.: 977- 363
ZONING-RT
11
N 29° 41 ' 29" E
SINGLE AXIS
TRACKER SOLAR
ARRAY (TYPICAL)
LANDS N/F
DOUGLAS SOWERS
MAP 50 PARCEL 303
DEED REF.: 3989- 231
ZONING - A(R) & RT
LANDS N/F
VERNON & CONDY SOWERS
MAP 50 PARCEL 1710
DEED REF.: 1716- 388
ZONING - A(R) & RT
557.79'
S�6g"W
LANDS N/F
NEVIN & ETHEL MARTIN
MAP 51 PARCEL 37
DEED REF.: 4656- 217
ZONING - A(R)
w
M
N
0
O
CO
Co
14)
M
I.- ti
SITE
VICINITY MAP SCALE: 1" = 2000'
SHEET
INDEX
C-001
COVER SHEET
C-101
EXISTING CONDITIONS PLAN
C-201
SITE PLAN
C-301
STORMWATER PLAN
C-302
STORMWATER PLAN
C-401
OVERALL GRADING PLAN
C-402
GRADING PLAN
C-403
GRADING PLAN
C-501
EROSION AND SEDIMENT CONTROL PLAN
C-502
EROSION AND SEDIMENT CONTROL DETAILS
C-701
ENTRANCE PLAN
C-901
DETAILS
FCP-1
FOREST CONSERVATION PLAN
SITE DATA
1.
SITE NAME:
KIEFFER FUNK SOLAR
2.
SITE ADDRESS:
11609 KIEFFER FUNK RD
SMITHSBURG, MD 21783
3.
OWNER OF RECORD:
WILLIAM & JAMES JOACHIM
3101 YALE AVE
CAMP HILL, PA 17011
4.
DEVELOPER:
STANDARD SOLAR, INC. (C/O PAIGE PENDLETON)
530 GAITHER ROAD, SUITE 900
ROCKVILLE, MD 20850
301-944-5296
5.
ENGINEER / SURVEYOR:
BECKER MORGAN GROUP INC.
312 WEST MAIN STREET, SUITE 300
SALISBURY, MD 21801
410-546-91000
6.
PROPERTY TAX ID:
MAP 50; PARCEL 304
7.
ZONING CLASSIFICATION:
EXISTING: A(R) / (WASHINGTON COUNTY)
PROPOSED: A(R) / (WASHINGTON COUNTY)
8.
BZA APPROVAL:
APPEAL NO. AP2019-005
9.
DEED SUMMARY:
773- 282
10.
PLAT REFERENCE:
N/A
11.
PRESENT USE:
AGRICULTURAL
12.
PROPOSED USE:
PHOTOVOLTAIC SOLAR SYSTEM
13.
WATERSHED:
02140502 - ANTIETAM CREEK
14.
TOTAL SITE AREA:
167.60 ACRES
15.
IMPERVIOUS COVERAGE:
EXISTING: 0.00 ACRES
PROPOSED: 4.57 ACRES
16.
SETBACKS:
A(R) CONDITIONAL USE
FRONT: 50 FT.
SIDE: 50 FT.
REAR: 50 FT.
17.
PROJECT AREA:
167.41± ACRES
18.
TOTAL DISTURBED AREA:
72.57± ACRES
WASHINGTON COUNTY CERTIFICATE OF APPROVAL
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.
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.
SCOTT HOBBS
DIRECTOR OF ENGINEERING
DATE
DEVELOPER CERTIFICATION
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.
SIGNATURE DATE
ENGINEERS CERTIFICATION
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.
JEFFERY A. HARMON P.E. NO. 30331 DATE
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beckermorgan.com
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
COVER SHEET
0 100 200 400
SCALE: 1" = 200'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-001
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 200'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-001
COPYRIGHT 2023
C:\Temp AutoCAD\AcPublish_13304\202226700-Site-C3D21.dwg, Sep 26, 2023 - 9:10am
__ - '=_`� _ z_ _----'/ \\ - -
- �'''' \\ P 5' WIDE - \\�.- _--------66�- `i %\ -
O \ _ -_ ---_- �-
"' _ /?! �- -� - - - _ - / OL76 @Dl N RAIN —\\_-- \\
, / _
- -60 \\ — _ OT 738---- - --- — — — — — \ ,
\ \
\\\ \\\ `\\\\_ __ \ -- \
-------- ----- \\ \\ \ ----- -�\ \\ - - _ 4w / IL_- ------- --- "--s \ s - -& _ \ I "\ \\ \
\
4(4 1 2fkZmb - -- -"- \
�_
I
_ 1111 \ \
I
/ : 2'. '\/" /
-__ RmC - -\a \\-----t-----_-_- _-_ - _" \\\\` - \ \\ -N. - \\\ \\\\ \\
__, -' \"--=\ - - \- - �` - ------ --__ '. \�` _ --- ------ "N. \\ - \\ \ \
\ bsB
- --- — \\\ ` RIDGE LINE - - - ,-' " \\- ----- \ - \\\ \\ \
\ \\
--------------`---------------- � -_ ` - �-____\ \\ , RIDGE LINE ---\ `\
I , /*-- ,
/ \ EXISTI ZONING LINE /'\ 1-
IT � �-� \
_--- /--`--- �' - \. \ - ' ♦ / ZONING RT RE - / / ----- I
\ T- '5-- � _,fl-
_/-, SIDENTIAL TRANSITION // //' - -- I I � -- --
- \\--_ /// --- ----- \\----�-- --..�: �\ I ZONING : A(R) -AGRICULTURAL RURAL /`-,�_ �_�I
- -
' \ T
DOUGLAS SOWERS
MAP 50 PARCEL 303
DEED REF.: 3989- 231
ZONING - A(R) & RT
-
'RmB - - -- -- -- - - - '-c ,,/' --- -: - 2_--'I-- - - - - -
---_____ ------------- -- - -_\- _ ---- - - - - - - - ---I LANDS N/F
----- ------ -- ------ .� - - -
---=- ----__ - r _ VERNO & CO SO
----- --- ---------- ---- - ----- -; _-'� _ - - - - - - - - _ 1
--- -_� ---- - - _ - _ MAP 50 PARCEL 1710
4- ---------- ------ --- ----- _ _ r - --- - -----
----__ --- _ -- _ - _ - - - _ DEED REF.. 1716 388
- - ------------- -- -- �� - - - - ZONING A(R) & RT
1O- -', - ----- ----- ---- -- -- _ _ _ _ - - _ / --- - --------1 ,
--- _ - _- RED HATCHED - "- - ----
'`-- - - _ - _ - _ - - - _ ---
- =- -
AREA DENOTES
---------- -
-------------------- ----- -------- --� --- ------- -`-- _ --- - _- - - -- - -- - �_ -' SLOPES OVER 10% /' '- - -- - - ----_- -- -- � - ' ; - ""'- -- "" ' _-- ;--_---------------------------
/ --------------------
---� / /' _ - GRADE _ _ _ _-_
\\_ // _ -------_ - ----------- / \ /' \
/--------------------------- _ _-- \ _ --- \------------__ /' \ - -
—__// __ ! _--_----_-�--_-------\ - -_- \ - _ "- // ,/ '/ \ `\`----____ '/\ ♦ �` "___
--- +�' / -
- \ /
/
/
--- HAD - - - - _ --
/ % T
'// �\ \`� \\ -_ mss'' -- '-" r . -.
" '_/'-'--_--_- I / ---- \\ `----- ---- \ I" \ - ----- -- / r----
-- - - ` _ \\---- 1 /-- - I Hap► \
/ JiaG \
1
,1
t
, y i
C I /
DENOTES SLOPES I /
I / - - - - \\- GRADE // \ \ _ \ ----- OVER 10% GRADE I ♦ \ / 1 /
/
-
\
/ , EVALUATION
`` --- , \\ / \ r' // '"" '--- -\\♦, i ---_-- _ $pA \ \- - \ __ _ __ ____ __ _ _ __- - \ `, t\\ `__ AREA \\ `, ',
/
"___
` �• ,-- -� , ' `,, / \\ ; / \\ / \ \\ EVALUATION \ \ \\\ // /, /
i I \\\
/ / , `` , \ I AREA
I\\SSS\\\\\SSS `, 5'S\'5/ \ / / I / ,/ ,' \\\ \ 1\ - ""5--' - j - KARST -- - - = \ _ - _ / , I \ 1
\ -J I' -----_" /' "C EVALUATION s - KARST _ KARST \)
,
I
E
---
\
DENOTE /'
\' , , , / / / I I ', \ - \\ OVER 1 - ♦ //O
-
/
\ l 1 ♦ \` , I r I I r l i l ' -_ \ ` ,\ \, , ` I / I I , ! / I I , ) __ -\ '// /' ----- / \ / / /'
I `
�I 11l
I I I I I
,
aC
''-. —'', - - - -_ _- "" _
-- --" ::::----_ - - - -
//------------------
NATHAN
MAP 50 PARCEL 306 \\ ____
I LANDS N/F
I WILLIAM LOUIS DEATRICH
MAP 51 PARCEL 38
DEED REF.: 737-596
ZONING - A(R)
I
DEED REF.. 2087- OOO
ZONING - A(R)
44
LANDS N/F
NEVIN & ETHEL MARTIN
MAP 51 PARCEL 37
DEED REF.: 4656- 217
ZONING - A(R)
• � 1
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
``,xx�%11111111111//////
MAR //
d C
•'•API
�``
/ NAL
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
EXISTING
CONDITIONS PLAN
0 50 100 200
SCALE: 1"l00'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-101
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-101
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:15am
ESD SUMMARY
Length
(ft)
Top Width
(ft)
Berm Side
Slope
Depth
(ft)
Berm
Crest El.
(ft)
Top Width
Surface Area
(sf)
ESD„ Volume
(cf)
Berm 1
428
8.00
4
1.00
665
3,424
3,424
Berm 2
530
8.00
4
1.00
653
4,240
4,240
Berm 3
511
8.00
4
1.00
681
4,088
4,088
Berm 4
490
8.00
4
1.00
647
3,920
3,920
Berm 5
565
8.00
4
1.00
669
4,520
4,520
Berm 6
353
8.00
4
1.00
637
2,824
2,824
Berm 7
275
8.00
4
1.00
627
2,200
2,200
Berm 8
330
8.00
4
1.00
635
2,640
2,640
27,856
EX
GROUND EC N
4.7
TYPICAL INFILTRATION BERM
NO SCALE
2.0'
4.7
EX G
E�E�ATION
_����`_, `\\ `RIDGE LINE _ '' `� ♦ \\\\
----_- --- J /'// ��\ - ~ EXISTING ZONING LINE- /�\T,-
/_//��� _ \\� ` !_--♦_ `\ `-/-�'-_' 1�� / 1� 1`, ///`�--ICJ--a��. \\\ `-•t
_ \ \ _ ._``' \\ / / //--695-x/------
`` //--------�'�� �� �- -� ��_ -� ,,=/ r`- -:�' // ZONING RT - RESIDENTIAL TRANSITION //
y -. -=r // ZONING: A(R) - AGRICULTURAL RURAL / _
-S
-----------
DOUGLAS SOWERS
MAP 50 PARCEL 303
DEED REF.: 3989- 231
ZONING - A(R) & RT
/ s vi?♦♦ ?a♦'`• !� . elaae d`♦!♦! . ♦iO+♦ !♦i`! !♦!♦ -. t 1i!t' 4 % . s♦+?! . •0IA+ ips! as1! %1%%1' , ,♦'! • i?i ,4 ♦♦ ♦fit as! Qt G! !!i ♦ 3 •.♦♦ 1 ! ♦ ♦+ f,
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1 ---- ---- '-- /-- --- --- - - -
32" THICK CLASS II RIP -RAP/ ----- --- -_ .__ r
ENERGY DISSIPATION AREA LANDS N/F -- ----- --------
NATHAN & REBECCA MARTIN //-----------
----
MAP 50 PARCEL 306 \\ ---
DEED REF.: 2887- 635
ZONING - A(R) LANDS N/F
WILLIAM LOUIS DEATRICH LANDS N/F
MAP 51 PARCEL 38 NEVIN & ETHEL MARTIN
DEED REF.: 737-596 MAP 51 PARCEL 37
ZONING - A(R) DEED REF.: 4656- 217
ZONING-A(R)
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
%11111I11II/ijj
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MAR
d C
z C
�
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
STORM WATER
MANAGEMENT
PLAN
0 50 100 200
SCALE: 1"l00'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAER STATE
C-301
PROJECT ECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-301
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
-co�
ENERGY DISSIPATION AREA #1
SCALE -1"=20'
ENERGY DISSIPATION AREA #2
SCALE -1"=20'
615
610
609
O
O
0
0
O
O
RIP -RAP
L R
C)
N
Cfl
Cfl
C4
CO
620
615 615
610 610
609 609
-0+10 0+00 0+50 0+60
SECTION A - A
SCALE -H:1"=20' V:1"=2'E-1"=20'
co
O
O
O
O
O
O
RIP -RAP
r
T
T
r
o
r
rn
C)
r
615 615 615
1 32"
/
/ RIP -RAP
610 610 610
o J C1 (9 ti
(O (C (C (O CO
' -0+10 0+00 0+50 0+60 -0+10 0+00 0+50 1+00 1+10
SECTION A - A SECTION B - B
SCALE -H:1"=20' V:1"=2'E-1"=20'
SCALE -H:1"=20' V:1"=2'E-1"=20'
620
615
610
609
I
0O
O7
r`
C
C
(C
(N
N
'
LSi
(C
N-
c0
O
0O
(C
'
-0+10 0+00 0+50 1+00 1+50 2+00 2+40
SECTION B - B
SCALE -H:1"=20' V: 1" = 2'E -1" = 20'
615
610
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beckermorgan.com
s,%IIIIIIIIIUi////
M41/�
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
STORM WATER
MANAGEMENT
PLAN
0 50 100 200
SCALE: 1" = 100'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-302
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-302
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:16am
635.2
634.9
635.1
635:
EQUIPMENT PAD #1
634.90'
634.70'
j 663.21
/
EEE
EQUIPMENT PAD #2
SCALE - 1" = 10' SCALE - 1" = 10'
/
/
/
/
20.72'
3.23' ,I
, 6.51'
634.24'
662.799'] / 633.68'
662.2
1662311
1/_ 633.80'
633.27'
a
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
N��p1111111111U�j����
,��Q OF
d
s'
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
SITE & GRADING
PLAN
0 25 50 100
SCALE: 1" = 50'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-402
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" 50'
DRAWN BY: E.M.S.
PROD. MGR.: E.H.H.
SHEET
C-402
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
EQUIPMENT PAD #3
SCALE -1"=10'
L646.37' 20 .72' 646.31'
646.04' 645.98'
3.23'
6.51'
8.59'
645.99'
646.32' 645.87'
I ;
I '
I ;
EQUIPMENT PAD #4
SCALE -1"=10'
/
/
/
/
/
/ 645.01'
/ 20.72' 644.52'
/ 644.68' 644.19'
3.23'
6.51' \ I j
7 8.59' �I{\c/
644.63'
_____________ J J ,///
644.96 644.46' J,// 644.79' 644.25' 644.06'
'
i 644.58' 644 /39
,'
EQUIPMENT PAD #5
SCALE -1"= 10'
--------------- ? gyY ___ ♦ ��
`� REFER TO EQUIPMENT r` • ♦ \�
THIS SHEET _
v
--
632.14 _ -- ♦ /
633.44' 634.46' 632.89' 631.32' ��� 631.62 633.00' 634.14' '635.03'637.33' 639.68' �i 641.00' / `� ♦ / //
633.46' ���� 634.47 �\\ 635.13' 637.41' �� 639.73'•, ------------ _ ____
s,_ ------------- 642 i
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
'1/�
O,NNNNN OF MA
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
SITE & GRADING
PLAN
0 25 50 100
SCALE: 1" = 50'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-403
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" 50'
DRAWN BY: E.M.S.
PROD. MGR.: E.H.H.
SHEET
C-403
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
STANDARD SYMBOL
I STANDARD SYMBOL
DETAIL E-1 SILT FENCE
I SF
DETAIL E-1 SILT FENCE
I S F_I
6 FT MAX.
CENTER TO CENTER 36 IN MIN. FENCE POST LENGTH
DRIVEN MIN. 16 IN INTO GROUND
CONSTRUCTION SPECIFICATIONS
1.
USE WOOD POSTS 1�'4 X 13'4 ± )6 INCH (MINIMUM) SQUARE CUT OF SOUND QUALITY HARDWOOD. AS
AN ALTERNATIVE TO WOODEN POST USE STANDARD "T" OR "U" SECTION STEEL POSTS WEIGHING NOT
LESS THAN 1 POUND PER LINEAR FOOT.
16 IN MIN. HEIGHT OF
2.
USE 36 INCH MINIMUM POSTS DRIVEN 16 INCH MINIMUM INTO GROUND NO MORE THAN 6 FEET APART.
WOVEN SLIT FILM GEOTEXTILE
i
I� W I�
3.
USE WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS AND FASTEN GEOTEXTILE
_v_atTtt
V li 8 IN MIN. DEPTH
SECURELY TO UPSLOPE SIDE OF FENCE POSTS WITH WIRE TIES OR STAPLES AT TOP AND
INTO GROUND
MID -SECTION.
4.
PROVIDE MANUFACTURER CERTIFICATION TO THE AUTHORIZED REPRESENTATIVE OF THE
INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT THE GEOTEXTILE USED MEETS THE
ELEVATION
REQUIREMENTS IN SECTION H-1 MATERIALS.
5.
EMBED GEOTEXTILE A MINIMUM OF 8 INCHES VERTICALLY INTO THE GROUND. BACKFILL AND COMPACT
36 IN MIN. FENCE
THE SOIL ON BOTH SIDES OF FABRIC.
POST LENGTH
6.
WHERE TWO SECTIONS OF GEOTEXTILE ADJOIN: OVERLAP, TWIST, AND STAPLE TO POST IN
WOVEN SLIT FILM
GEOTEXT1LE -ABOVE GROUND
UNDISTURBED
FLOW
7.
EXTEND BOTH ENDS OF THE SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT
_ GROUND
45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS
U_�
OF THE SILT FENCE.
8.
REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN SILT FENCE OR WHEN
SEDIMENT REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXT1LE IF TORN. IF UNDERMINING OCCURS,
FENCE POST DRIVEN
REINSTALL FENCE.
A MIN. OF 16 IN INTO
EMBED GEOTEXTILE THE GROUND
MIN. OF 8 IN VERTICALLY
INTO THE GROUND. BACKFILL
AND COMPACT THE SOIL ON
BOTH SIDES OF GEOTEXTILE.
CROSS SECTION
POSTS
STEP 1 STEP 2 /
rl DA
[J [III)
STAPLE 1STAPLE
STAPLE STAPLE TWIST POSTS TOGETHER
STAPLE STAPLE
STEP 3
® CONFIGURATION V 8
STAPLE STAPLE
JOINING TWO ADJACENT SILT
FENCE SECTIONS (TOP VIEW) 1 OF 2
2 OF 2
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
U.S. DEPARTMENT OF AGRICULTURE
2O11
I MARYLAND DEPARTMENT OF ENVIRONMENT
U.S. DEPARTMENT OF AGRICULTURE
2011
MARYLAND DEPARTMENT OF ENVIRONMENT
NATURAL RESOURCES CONSERVATION SERVICE
WATER MANAGEMENT ADMINISTRATION
NATURAL
RESOURCES CONSERVATION SERVICE
WATER MANAGEMENT ADMINISTRATION
DETAIL B-1 STABILIZED CONSTRUCTION
STANDARD SYMBOL
I STANDARD SYMBOL
ENTRANCE
I SCEI
DETAIL E-3 SUPER SILT FENCE
I SSF- I
5O FT MIN.
8 FT
MOUNTABLE BERM l MIN. EXISTING PAVEMENT
10 FT MAX.
(6 IN MIN.) JH3 FT
EXISTING �•�S;
GROUND
NONWOVEN EARTH FILL
34 IN MIN.
MIN. 6 IN OF 2 TO 3 IN
GEOTEXTILE AGGREGATE OVER LENGTH PIPE (SEE NOTE 6)
AND WIDTH OF ENTRANCE
GROUND
SURFACE li
MIN.
PROFILE
II II
li II 36 IN MIN.
5O FT MIN.
II II
LENGTH *
II
23b IN DIAMETER GALVANIZED CHAIN LINK FENCE WITH
GALVANIZED WOVEN SLIT FILM GEOTEXTILE
STEEL OR
ALUMINUM POSTS
Z I I
ELEVATION
I
I
o I EDGE OF
I EXISTINGPAVEMENT
o I I
CHAIN LINK FENCING
SLIT FILM GEOTEXTILE
W��F
z
LOW
PLAN VIEW L
EMBED GEOTEXTTLE AND
CHAIN LINK FENCE 8 IN
MIN. INTO GROUND
CONSTRUCTION SPECIFICATIONS
CROSS SECTION
1. PLACE STABILIZED CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. VEHICLES
CONSTRUCTION SPECIFICATIONS
MUST TRAVEL OVER THE ENTIRE LENGTH OF THE SCE. USE MINIMUM LENGTH OF 50 FEET (*30 FEET
FOR SINGLE RESIDENCE LOT). USE MINIMUM WIDTH OF 10 FEET. FLARE SCE 10 FEET MINIMUM AT THE
1.
INSTALL 2% INCH DIAMETER GALVANIZED STEEL POSTS OF 0.095 INCH WALL THICKNESS AND SIX FOOT
EXISTING ROAD TO PROVIDE A TURNING RADIUS.
LENGTH SPACED NO FURTHER THAN 10 FEET APART. DRIVE THE POSTS A MINIMUM OF 36 INCHES
INTO THE GROUND.
2. PIPE ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD THE SCE UNDER THE ENTRANCE,
MAINTAINING POSITIVE DRAINAGE. PROTECT PIPE INSTALLED THROUGH THE SCE WITH A MOUNTABLE
2.
FASTEN 9 GAUGE OR HEAVIER GALVANIZED CHAIN LINK FENCE (2% INCH MAXIMUM OPENING) 42
BERM WITH 5:1 SLOPES AND A MINIMUM OF 12 INCHES OF STONE OVER THE PIPE. PROVIDE PIPE AS
INCHES IN HEIGHT SECURELY TO THE FENCE POSTS WITH WIRE TIES OR HUG RINGS.
SPECIFIED ON APPROVED PLAN. WHEN THE SCE IS LOCATED AT A HIGH SPOT AND HAS NO DRAINAGE
TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE BERM IS REQUIRED WHEN SCE IS NOT
3.
FASTEN WOVEN SLIT FILM GEOTEXTILE AS SPECIFIED IN SECTION H-1 MATERIALS, SECURELY TO THE
LOCATED AT A HIGH SPOT.
UPSLOPE SIDE OF CHAIN LINK FENCE WITH TIES SPACED EVERY 24 INCHES AT THE TOP AND MID
SECTION. EMBED GEOTEXT1LE AND CHAIN LINK FENCE A MINIMUM OF 8 INCHES INTO THE GROUND.
3. PREPARE SUBGRADE AND PLACE NONWOVEN GEOTEXTILE, AS SPECIFIED IN SECTION H-1 MATERIALS.
4.
WHERE ENDS OF THE GEOTEXTILE COME TOGETHER, THE ENDS SHALL BE OVERLAPPED BY 6 INCHES,
4. PLACE CRUSHED AGGREGATE (2 TO 3 INCHES IN SIZE) OR EQUIVALENT RECYCLED CONCRETE (WITHOUT
FOLDED, AND STAPLED TO PREVENT SEDIMENT BY PASS.
REBAR) AT LEAST 6 INCHES DEEP OVER THE LENGTH AND WIDTH OF THE SCE.
5.
EXTEND BOTH ENDS OF THE SUPER SILT FENCE A MINIMUM OF FIVE HORIZONTAL FEET UPSLOPE AT
5. MAINTAIN ENTRANCE IN A CONDITION THAT MINIMIZES TRACKING OF SEDIMENT. ADD STONE OR MAKE
45 DEGREES TO THE MAIN FENCE ALIGNMENT TO PREVENT RUNOFF FROM GOING AROUND THE ENDS
OTHER REPAIRS AS CONDITIONS DEMAND TO MAINTAIN CLEAN SURFACE, MOUNTABLE BERM, AND
OF THE SUPER SILT FENCE.
SPECIFIED DIMENSIONS. IMMEDIATELY REMOVE STONE AND/OR SEDIMENT SPILLED, DROPPED, OR
6.
PROVIDE MANUFACTURER CERTIFICATION TO THE INSPECTION/ENFORCEMENT AUTHORITY SHOWING THAT
TRACKED ONTO ADJACENT ROADWAY BY VACUUMING, SCRAPING, AND/OR SWEEPING. WASHING
GEOTEXTILE USED MEETS THE REQUIREMENTS IN SECTION H-1 MATERIALS.
ROADWAY TO REMOVE MUD TRACKED ONTO PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS
DIRECTED TO AN APPROVED SEDIMENT CONTROL PRACTICE.
7.
REMOVE ACCUMULATED SEDIMENT AND DEBRIS WHEN BULGES DEVELOP IN FENCE OR WHEN SEDIMENT
REACHES 25% OF FENCE HEIGHT. REPLACE GEOTEXTILE IF TORN, IF UNDERMINING OCCURS, REINSTALL
CHAIN LINK FENCING AND GEOTEXTILE.
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
MARYLAND STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL
U.S. DEPARTMENT OF AGRICULTURE I
2O11
I MARYLAND DEPARTMENT OF ENVIRONMENT
U.S. DEPARTMENT OF AGRICULTURE
2011
MARYLAND DEPARTMENT OF ENVIRONMENT
NATURAL RESOURCES CONSERVATION SERVICE
WATER MANAGEMENT ADMINISTRATION
NATURAL
RESOURCES CONSERVATION SERVICE
WATER MANAGEMENT ADMINISTRATION
TEMPORARY SEEDING SUMMARY
HARDINESS ZONE (FROM FIGURE B.3): 7A
SEED MIXTURE (FROM TABLE B.1):
FERTILIZER
RATE
(10-20-20)
LIME RATE
APPLICATION1
SEEDING
I SEEDING
NO.
SPECIES
RATE (lb/ac)
DATES
DEPTHS
2/15 TO 4/30
436 lb/ac
2 ton/ac
1
ANNUAL RYEGRASS
40
8/15 TO 11/30
1/2"
(10 lb/1000 sf)
(90 lb/1000 sf)
PERMANENT SEEDING SUMMARY (POLLINATOR MIX)
FUZZ BUZZ MIX
FERTILIZER RATE
ERNMX - 146
(10-20-20)
LIME RATE
APPLICATION
PRICE/LB
PERCENT
N
P2O5
K2O
NO.
SPECIES
RATE (lb/ac)
1
Lolium perenne, 'Crave',
40
7.08
26.4%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
Tetraploid
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
2
Dactylis glomerata,
40
7.08
21.0%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
Potomac
(1.0 Ib/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
Poa pratensis, 'Ginger'
40
7.08
18.9%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
4
Bromus biebersteinii,
40
7.08
12.0%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
'Fleet'(1.0
lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
5
Trifolium hybridum
40
7.08
5.7%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
6
Festuca elatior x Lolium
40
7.08
5. 0%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
perenne, Duo(1.0
lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
7
Trifolium pratense, Medium,
40
7.08
4.8%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
Variety Not Stated
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
8
Lotus corniculatus, 'Leo'
40
7.08
2.0%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
9
Chamaecrista fasciculata,
40
7.08
1.4%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
PA Ecotype(1.0
lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
10
Linum perenne
40
7.08
1.0%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
11
Coreopsis lanceolata
40
7.08
0.9%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
12
Chrysanthemum
40
7.08
0.5%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
leucanthemum
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
13
Solidago nemoralis, PA
40
7.08
0.4%
45 lbs per acre
90 lbs per acre
90 lbs per acre
2 ton/ac
Ecotype
(1.0 lb/1000sf)
(2.0 lb/1000sf)
(2.0 lb/1000sf)
(90 lb/1000 sf)
EROSION & SEDIMENT CONTROL NOTES:
1. 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.
2. 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.
3. WHEN PUMPING SEDIMENT LADEN WATER, THE DISCHARGE MUST BE DIRECTED TO AN APPROVED SEDIMENT TRAPPING
MEASURE PRIOR TO RELEASE FROM THE SITE.
4. ALL TEMPORARY STOCKPILES ARE TO BE LOCATED WITHIN AREAS PROTECTED BY SEDIMENT CONTROL MEASURES, AND
ARE TO BE TEMPORARILY STABILIZED.
5. 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.
6. 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.
7. 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.
8. 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.
9. IMPLEMENTATION OF THE SEDIMENT CONTROL PLAN SHALL BE IN ACCORDANCE WITH "2011 MARYLAND STANDARDS AND
SPECIFICATIONS FOR SOIL EROSION AND SEDIMENT CONTROL".
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.
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.
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.
13. SEDIMENT CONTROL FOR CONSTRUCTION IN AREAS OUTSIDE OF DESIGNED CONTROLS:
(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.
14. ALL POINTS OF CONSTRUCTION INGRESS AND EGRESS SHALL BE PROTECTED TO PREVENT TRACKING OF MUD ONTO PUBLIC
WAYS.
15. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, DETAILS OF TEMPORARY OR PERMANENT STABILIZATION
SHALL BE COMPLETED AS FOLLOWS:
(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).
(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.
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".
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".
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.
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.
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.
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".
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".
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.
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.
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.
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.
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.
. � 1
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
M4%
o Z
�
fj•�
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
EROSION
SEDIMENT
CONTROL PLAN
0 50 100 200
SCALE: 1" = 100'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-502
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-502
COPYRIGHT 2023
F:WutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:17am
B-4-3 STANDARDS AND SPECIFICATIONS
Q
SEEDING AND MULCHING
Definition
The application of seed and mulch to establish vegetative cover.
Purpose
To protect disturbed soils from erosion during and at the end of construction.
Conditions Where Practice Applies
To the surface of all perimeter controls, slopes, and any disturbed area not under active grading.
Criteria
A. Seeding
1. Specifications
a. All seed must meet the requirements of the Maryland State Seed Law. All seed must be subject
to re -testing by a recognized seed laboratory. All seed used must have been tested within the 6
months immediately preceding the date of sowing such material on any project. Refer to Table
B.4 regarding the quality of seed. Seed tags must be available upon request to the inspector to
verify type of seed and seeding rate.
b. Mulch alone may be applied between the fall and spring seeding dates only if the ground is
frozen. The appropriate seeding mixture must be applied when the ground thaws.
c. Inoculants: The inoculant for treating legume seed in the seed mixtures must be a pure culture
of nitrogen fixing bacteria prepared specifically for the species. Inoculants must not be used
later than the date indicated on the container. Add fresh inoculants as directed on the package.
Use four times the recommended rate when hydroseeding. Note: It is very important to keep
inoculant as cool as possible until used. Temperatures above 75 to 80 degrees Fahrenheit can
weaken bacteria and make the inoculant less effective.
d. Sod or seed must not be placed on soil which has been treated with soil sterilants or
chemicals used for weed control until sufficient time has elapsed (14 days min.) to permit
dissipation of phyto-toxic materials.
2. Application
a. Dry Seeding: This includes use of conventional drop or broadcast spreaders.
i. Incorporate seed into the subsoil at the rates prescribed on Temporary Seeding Table B.1,
Permanent Seeding Table B.3, or site -specific seeding summaries.
ii. Apply seed in two directions, perpendicular to each other. Apply half the seeding rate in
each direction. Roll the seeded area with a weighted roller to provide good seed to soil
contact.
B.15
8-4-5 STANDARDS AND SPECIFICATIONS
Q
PERMANENT STABILIZATION
Definition
To stabilize disturbed soils with permanent vegetation.
Purpose
To use long-lived perennial grasses and legumes to establish permanent ground cover on disturbed soils.
Conditions Where Practice Applies
Exposed soils where ground cover is needed for 6 mouths or more.
Criteria
A. Seed Mixtures
1. General Use
a. Select one or more of the species or mixtures listed in Table B.3 for the appropriate Plant
Hardiness Zone (from Figure B.3) and based on the site condition or purpose found on Table
B.2. Enter selected mixture(s), application rates, and seeding dates in the Permanent Seeding
Summary. The Summary is to be placed on the plan.
b. Additional planting specifications for exceptional sites such as shorelines, stream banks, or
dunes or for special purposes such as wildlife or aesthetic treatment may be found in
USDA-NRCS Technical Field Office Guide, Section 342 - Critical Area Planting.
c. For sites having disturbed area over 5 acres, use and show the rates recommended by the soil
testing agency.
d For areas receiving low maintenance, apply urea form fertilizer (46-0-0) at 3 'h pounds per
1000 square feet (150 pounds per acre) at the time of seeding in addition to the soil amendments
shown in the Permanent Seeding Summary.
2. Turfgrass Mixtures
a. Areas where turfgrass may be desired include lawns, parks, playgrounds, and commercial sites
which will receive a medium to high level of maintenance.
b. Select one or more of the species or mixtures listed below based on the site conditions or
purpose. Enter selected mixture(s), application rates, and seeding dates in the Permanent
Seeding Swnmary. The summary is to be placed on the plan.
i. Kentucky Bluegrass: Full Sun Mixture: For use in areas that receive intensive
management. Irrigation required in the areas of central Maryland and Eastern Shore.
Recommended Certified Kentucky Bluegrass Cultivars Seeding Rate: 1.5 to 2.0 pounds per
1000 square feet. Choose a minimum of three Kentucky bluegrass cultivars with each
ranging from 10 to 35 percent of the total mixture by weight.
ii. Kentucky Bluegrass/Perennial Rye: Full Sun Mixture: For use in full sun areas where
B.21
b. Drill or Cultipacker Seeding: Mechanized seeders that apply and cover seed with soil.
i. Cultipacking seeders are required to bury the seed in such a fashion as to provide at least
1/4 inch of soil covering. Seedbed must be firm after planting.
ii. Apply seed in two directions, perpendicular to each other. Apply half the seeding rate in
each direction.
c. Hydroseeding: Apply seed uniformly with hydroseeder (slurry includes seed and fertilizer).
i. If fertilizer is being applied at the time of seeding, the application rates should not exceed
the following: nitrogen, 100 pounds per acre total of soluble nitrogen; P2O5 (phosphorous),
200 pounds per acre; K2O (potassium), 200 pounds per acre.
ii. Lime: Use only ground agricultural limestone (up to 3 tons per acre may be applied by
hydroseeding). Normally, not more than 2 tons are applied by hydroseeding at any one
time. Do not use burnt or hydrated lime when hydroseeding.
iii. Mix seed and fertilizer on site and seed immediately and without interruption.
iv. When hydroseeding do not incorporate seed into the soil.
B. Mulching
1. Mulch Materials (in order of preference)
a. Straw consisting of thoroughly threshed wheat, rye, oat, or barley and reasonably bright in
color. Straw is to be free of noxious weed seeds as specified in the Maryland Seed Law and not
musty, moldy, caked, decayed, or excessively dusty. Note: Use only sterile straw mulch In
areas where one species of grass Is desired.
b. Wood Cellulose Fiber Mulch (WCFM) consisting of specially prepared wood cellulose
processed into a uniform fibrous physical state.
i. WCFM is to be dyed green or contain a green dye in the package that will provide an
appropriate color to facilitate visual inspection of the uniformly spread slurry.
ii. WCFM, including dye, must contain no germination or growth inhibiting factors.
iii. WCFM materials are to be manufactured and processed in such a manner that the wood
cellulose fiber mulch will remain in uniform suspension in water under agitation and will
blend with seed, fertilizer and other additives to form a homogeneous slurry. The mulch
material must form a blotter -like ground cover, on application, having moisture absorption
and percolation properties and must cover and hold grass seed in contact with the soil
without inhibiting the growth of the grass seedlings.
iv. WCFM material must not contain elements or compounds at concentration levels that will
be phyto-toxic.
v. WCFM must conform to the following physical requirements: fiber length of
approximately 10 millimeters, diameter approximately 1 millimeter, pH range of 4.0 to 8.5,
ash content of 1.6 percent maximum and water holding capacity of 90 percent minimum.
B.16
rapid establishment is necessary and when turf will receive medium to intensive
management. Certified Perennial Ryegrass Cultivars/Certified Kentucky Bluegrass Seeding
Rate: 2 pounds mixture per 1000 square feet. Choose a minimum of three Kentucky
bluegrass cultivars with each ranging from 10 to 35 percent of the total mixture by weight.
iii. Tall Fescue/Kentucky Bluegrass: Full Sun Mixture: For use in drought prone areas and/or
for areas receiving low to medium management in full sun to medium shade.
Recommended mixture includes; Certified Tall Fescue Cultivars 95 to 100 percent,
Certified Kentucky Bluegrass Cultivars 0 to 5 percent. Seeding Rate: 5 to 8 pounds per
1000 square feet. One or more cultivars may be blended.
iv. Kentucky Bluegrass/Fine Fescue: Shade Mixture: For use in areas with shade in Bluegrass
lawns. For establishment in high quality, intensively managed turf area. Mixture includes;
Certified Kentucky Bluegrass Cultivars 30 to 40 percent and Certified Fine Fescue and 60
to 70 percent. Seeding Rate: l'/2 to 3 pounds per 1000 square feet.
Notes:
Select turfgrass varieties from those listed In the most current University of Maryland
Publication, Agronomy Memo #77, "Turfgrass Cultivar Recommendations for Maryland"
Choose certified material. Certified material is the best guarantee of cultivar purity. The
certification program of the Maryland Department of Agriculture, Turf and Seed Section,
provides a reliable means of consumer protection and assures a pure genetic line
c. Ideal Times of Seeding for Turf Grass Mixtures
Western MD: March 15 to June 1, August Ito October 1(Hardiness Zones: 5b, 6a)
Central MD: March Ito May 15, August 15 to October 15 (Hardiness Zone: 6b)
Southern MD, Eastern Shore: March 1 to May 15, August 15 to October 15
(Hardiness Zones: 7a, 7b)
d. Till areas to receive seed by disking or other approved methods to a depth of 2 to 4 inches, level
and rake the areas to prepare a proper seedbed. Remove stones and debris over 1'/2 inches in
diameter. The resulting seedbed must be in such condition that future mowing of grasses will
pose no difficulty.
e. If soil moisture is deficient, supply new seedings with adequate water for plant growth ('/2 to I
inch every 3 to 4 days depending on soil texture) until they are firmly established. This is
especially true when seedings are made late in the planting season, in abnormally dry or hot
seasons, or on adverse sites.
B.22
2. Application
a. Apply mulch to all seeded areas immediately after seeding.
b. When straw mulch is used, spread it over all seeded areas at the rate of 2 tons per acre to a
uniform loose depth of 1 to 2 inches. Apply mulch to achieve a uniform distribution and depth
so that the soil surface is not exposed. When using a mulch anchoring tool, increase the
application rate to 2.5 tons per acre.
c. Wood cellulose fiber used as mulch must be applied at a net dry weight of 1500 pounds per
acre. Mix the wood cellulose fiber with water to attain a mixture with a maximum of 50 pounds
of wood cellulose fiber per 100 gallons of water.
3. Anchoring
a. Perform mulch anchoring immediately following application of mulch to minimize loss by wind
or water. This may be done by one of the following methods (listed by preference), depending
upon the size of the area and erosion hazard:
i. A mulch anchoring tool is a tractor drawn implement designed to punch and anchor mulch
into the soil surface a minimum of 2 inches. This practice is most effective on large areas,
but is limited to flatter slopes where equipment can operate safely. If used on sloping land,
this practice should follow the contour.
ii. Wood cellulose fiber may be used for anchoring straw. Apply the fiber binder at a net dry
weight of 750 pounds per acre. Mix the wood cellulose fiber with water at a maximum of
50 pounds of wood cellulose fiber per 100 gallons of water.
iii. Synthetic binders such as Acrylic DLR (Agro-Tack), DCA-70, Petroset, Terra Tax 11, Terra
Tack AR or other approved equal may be used. Follow application rates as specified by the
manufacturer. Application of liquid binders needs to be heavier at the edges where wind
catches mulch, such as in valleys and on crests of banks. Use of asphalt binders Is strictly
prohibited
iv. Lightweight plastic netting may be stapled over the mulch according to manufacturer
recommendations. Netting is usually available in rolls 4 to 15 feet wide and 300 to 3,000
feet long.
B.17
Permanent Seeding Summary
Hardiness Zone (from Figure B3): 7A
Fertilizer Rate
Seed Mixture (from Table B.3): 9
(10-20-20)
Lime Rate
No,
Species
Application
Seeding
Seeding
N
P2O5
K20
Rate (lb/ac)
Dates
Depths
TALL
FESQUE
60
2/15 TO 4/30
8/15TO11/30
1
/4- /2 in
45 pounds
90 lb/ac
90 lb/ac
2 tons/ac
KENTUCKY
BLUEGRASS
40
2/15 TO 4/30
8/15TO11/30
/4- h in
9
per acre
(1.0 lb/
(2 lb/
(2 lb/
(90 lb/
1000 sf)
1000 sf)
1000 sf)
1000 sf)
PERENNIAL
20
2/15TO4/30
¼-%2 in
RYEGRASS
8/15 TO 11/30
B. Sod: To provide quick cover on disturbed areas (2:1 grade or flatter).
1. General Specifications
a. Class of turfgrass sod must be Maryland State Certified. Sod labels must be made available to
the job foreman and inspector.
b. Sod must be machine cut at a uniform soil thickness of % inch, plus or minus'/4 inch, at the time
of cutting. Measurement for thickness must exclude top growth and thatch. Broken pads and
torn or uneven ends will not be acceptable.
c. Standard size sections of sod must be strong enough to support their own weight and retain their
size and shape when suspended vertically with a firm grasp on the upper 10 percent of the
section.
d. Sod must not be harvested or transplanted when moisture content (excessively dry or wet) may
adversely affect its survival.
e. Sod must be harvested, delivered, and installed within a period of 36 hours. Sod not
transplanted within this period must be approved by an agronomist or soil scientist prior to its
installation.
2. Sod Installation
a. During periods of excessively high temperature or in areas having dry subsoil, lightly irrigate
the subsoil immediately prior to laying the sod.
b. Lay the first row of sod in a straight line with subsequent rows placed parallel to it and tightly
wedged against each other. Stagger lateral joints to promote more uniform growth and strength.
Ensure that sod is not stretched or overlapped and that all joints are butted tight in order to
prevent voids which would cause air drying of the roots.
c. Wherever possible, lay sod with the long edges parallel to the contour and with staggering
joints. Roll and tamp, peg or otherwise secure the sod to prevent slippage on slopes. Ensure
solid contact exists between sod roots and the underlying soil surface.
d. Water the sod immediately following rolling and tamping until the underside of the new sod pad
and soil surface below the sod are thoroughly wet. Complete the operations of laying, tamping
and irrigating for any piece of sod within eight hours.
B.23
B-4-4 STANDARDS AND SPECIFICATIONS
Q
TEMPORARY STABILIZATION
Definition
To stabilize disturbed soils with vegetation for up to 6 months.
To use fast growing vegetation that provides cover on disturbed soils.
Conditions Where Practice Applies
Exposed soils where ground cover is needed for a period of 6 months or less. For longer duration of time,
permanent stabilization practices are required.
Criteria
1. Select one or more of the species or seed mixtures listed in Table B.l for the appropriate Plant
Hardiness Zone (from Figure B.3), and enter them in the Temporary Seeding Summary below along
with application rates, seeding dates and seeding depths. If this Summary is not put on the plan and
completed, then Table B. I plus fertilizer and lime rates must be put on the plan.
2. For sites having soil tests performed, use and show the recommended rates by the testing agency.
Soil tests are not required for Temporary Seeding.
3. When stabilization is required outside of a seeding season, apply seed and mulch or straw mulch
alone as prescribed in Section B-4-3.A.1.b and maintain until the next seeding season.
Temporary Seeding Summary
Hardiness Zone (from Figure B.3): 7A
Fertilizer
Seed Mixture (from Table B. 1):
Rate
(10-20-20)
Lime Rate
No.
Application
Seeding
Seeding
SpecIes
Rate (lb/ac)
Dates
Depths
1
ANNUAL
40
2/15 TO 4/30
1/2'
RYEGRASS
8/15 TO 11/30
436 lb/ac
2 tons/ac
(10 lb/1000 st)
(901b/1000 sf)
B.18
3. Sod Maintenance
a. In the absence of adequate rainfall, water daily during the first week or as often and sufficiently
as necessary to maintain moist soil to a depth of 4 inches. Water sod during the heat of the day
to prevent wilting.
b. After the first week, sod watering is required as necessary to maintain adequate moisture
content.
c. Do not mow until the sod is firmly rooted. No more than V3 of the grass leaf must be removed
by the initial cutting or subsequent cuttings. Maintain a grass height of at least 3 inches unless
otherwise specified.
B.24
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
t%ltl111111//1//
o
�
fJ* W
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
EROSION
SEDIMENT
CONTROL PLAN
0 50 100 200
SCALE: 1" = 100'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-503
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-503
COPYRIGHT 2023
F:WutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
0+00
ENTRANCE DETAIL
SCALE -1"=5'
630
625
622
25'
CENTERLINE
OF ROADWAY
GRADE-\,
EDGE OF PAVEMENT
EX.
PR. GRADE
K
EFFERFL'
1K ROAD`
�-�_-_
8" THICK CONCI
ETE
1 400000000p
000000000
MOOT SHA MIX
O. 3
1 ,
!O2O0
p 0op ,
J0Yo_
4-eoep_ _
6" MIN. DEPTH
D SHA GRADED AGGREGATE
BASE
REFER
O PLATE SD -011,
NOTE #3
REFER TO
WASHINGTON COUNTY
STD.
DETAIL PLATE T-063
M
N
[*1']
625
622
-0+25 0+00 0+50 0+75
SECTION A - A
SCALE - H: 1" = 10' V: 1" = 1'
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
MAR%.
z_
o
�
jj
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
ENTRANCE
PLANS
0 2.5 5 10
SCALE: 1"5'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-701
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 5'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-701
COPYRIGHT 2023
F:WutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
SOUTHERN YELLOW 15' (TYP.) 10' 10' 3'
1 6"-7"
NOTES :
1. 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.
2. THE FENCING SHALL BE WELDED FIELD WIRE, 7 FEET HIGH. FABRIC TO BE 4"x4" SQUARE OPENING, 14 GAUGE (MIN.) GALVANIZED STEEL.
3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL.
7' HIGH AGRICULTURAL FENCE DETAIL
NO SCALE
2-1/2" CLEARANCE (TYP.)
6"X6" W4.0XW4.0 W.W.F.
6" GRADED AGGREGATE SUBBASE
CR-1 BASE
TOP 12" OF SUBGRADE SHALL BE COMPACTED TO
95% OF THE MODIFIED PROCTOR STANDARD DRY DENSITY
1" Xi" CHAMFER
#4 BARS @ 12" O.C.E.W.-
#4 BARS
L7
co
GENERATOR AND TRANSFORMER PAD DETAIL
NO SCALE BMG NO.: SW -6A
TYPICAL TRACKER SOLAR ARRAY
NO SCALE
O
D
I-
0
m
I2
SINKHOLE TREATMENT
INVERTED FILTER
NOTES:
INVERTED FILTER 1
PROCEDURE FOR INSTALLING INVERTED FILTER TO TREAT SINKHOLES.
1. REMOVE AND PROPERLY DISPOSE OF MATERIALS DUMPED IN AND AROUND THE SINKHOLE
2. 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).
3. 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.
4. 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.
5. PLACE A LAYER OF SMALLER SIZE FILTER MATERIAL OVER THE PREVIOUS LAYER AT A MINIMUM
THICKNESS OF 9 INCHES. THE SIZE SHOULD BE % TO %2 THE SIZE OF THE PREVIOUS LAYER. IN MOST
CASES THIS MATERIAL COULD BE 57 STONE.
6. 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.
7. 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.
8. 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.
9. 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.
SINKHOLE REMEDIATION DETAIL
NO SCALE
Notes:
1. This evaluation is copyrighted and is based on the use of GEOWEB • manufactured by Reynolds Presto Products, Inc. All rights
reserved. Any use of this evaluation for any geocell product other than that manufactured by Reynolds Presto Products, Inc is
strictly prohibited and makes this evaluation invalid.
2. Provide a Mirafi HP270 enhanced woven geotextile separation layer and install per Manufacturer recommendations including overlaps
based on sub grade CBR.
3. The Geoweb panels shall be connected with ATRA °D keys at each interleaf and end to end connection.
4. Provide ATRA Anchors to keep panels open for infill as required.
5. Geoweb infill shall be crushed aggregate with maximum size of 1.5 inches. Overfill the Geoweb panels and compact to provide a
minimum 2 inch wear surface.
6. Limit the drop of infill to prevent panel distortion.
GEOTEXTILE
SEE NOTE 2
2 INCH WEAR SURFACE
. -'
GEOWEB GW30V4 SEE NOTE 5
r -r . . ,'-T
0 0 0
O O
0 00 0
00 00
0 0 0
O
0 0
O O
O 0O 0
00 00
0 0 0
O O
CJ U1U
0D 0OD
0O 0
0 0 0
O O
OOOOO
OOOO
OOOO
OOO OOO
DODO
ODODO
DOOD
OOOOO
DODO
OOOO
OOOOO
OOOOO
OOOOOOO
OO
OOOOOOO
OOOOO
�" "` ���' ' PREPARED SUB GRADE CBR = 4.0%
'07 ,'1'p- \.----.
tiro wt: r La. •.. •. •...
ATRA® STAKE
CLIP
ATRA ANCHOR
CELLULAR CONFINMENT ACCESS ROAD DETAIL
NO SCALE
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
it///
MA%�
z_
o
�
fj W
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: 30331
EXPIRATION DATE: 09/23/24
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
ENTRANCE
PLANS
0 50 100 200
SCALE: 1" = 100'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
C-901
PROJECT NO.: 2022267.00
DATE: 9/19/2023
SCALE: 1" = 100'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
C-901
COPYRIGHT 2023
F:WutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 21, 2023 - 11:18am
PROTECTIVE SIGNAGE DETAIL (TYP.)
FOREST
CONSERVATION
AREA
DO NOT DISTURB
MACHINERY, DUMPING
OR STORAGE OF
ANY MATERIALS
IS PROHIBITED
VIOLATORS ARE SUBJECT TO
FINES IMPOSED BY THE
MARYLAND FOREST
CONSERVATION ACT OF
1991
ATTACH SIGNAGE APPROXIMATELY 200' APART AND AT EVERY
ANGLE BREAK IN THE EASEMENT.
UNIT
SOILTYPE
HSG
DsB
Duffield silt loam, 3 to 8 percent slopes
B
DsD
Duffield silt loam, 15 to 25 percent slopes
B
DvC
Duffield -Rock outcrop complex, 8to 15 percent slopes
B
DvD
Duffield -Rock outcrop complex, 15 to 25 percent slopes
B
HaA
Hagerstown silt loam, Oto 3 percent slopes
B
HaB
Hagerstown silt loam, 3 to 8 percent slopes
B
HaC
Hagerstown silt loam, 8 to 15 percent slopes
B
HaD
Hagerstown silt loam, 15 to 25 percent slopes
B
RmB
Ryder -Duffield channery silt foams, 3 to 8 percent slopes
B
RmC
Ryder -Duffield channery silt foams, 8to 15 percent slopes
B
RyD
Ryder -Rock outcrop complex, 15 to 25 percent slopes
B
SpA
Swanpond silt loam, Oto 3 percent slopes
D
FOREST CONSERVATION SITE NOTES
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.
LEGEND
ITEM
EXISTING
PROPOSED
UTILITY POLE W/ OVERHEAD SERVICE
__
(TELEPHONE OR ELECTRIC OR BOTH)
UNDERGROUND ELECTRIC
- -U.E.- -
--U.E --
OVERHEAD ELECTRIC
- -OE.--- -
--0.E --
MEDIUM VOLTAGE INTERCONNECTION
N/A
--MVUG--
CONCRETE CURB & GUTTERN/A
REINFORCED TURF
N/A
-T
CONCRETE PAD / SURFACE
'' " • +' '
4 ....
`''' • �' ' :%
4
x x x
WIRE FENCE
SECURITY FENCE
N/A
STRUCTURE (CONCRETE, WOOD,
METAL, ETC.)
N/A
- - -
DRAINAGE DITCH OR SWALE
- - -
CONTOUR
------49------
55
ELEVATION SPOT SHOT
4
25.15
BENCH MARK
��
N/A
PROPERTY OR RIGHT-OF-WAY LINE
N/A
CORPORATE LIMITS LINE
N/A
LIGHT POLE
7¢(
N/A
co
N
CID
C)
CD
O
C)
M
W
33°10'31"W
102.90'
RmC
o 9
N 00° 33' 29" E
64.15'
N19°33'31"W\
89.58'
N33°51'31"W
88.41'
HcC
HaB
•
KIEFFER FUNK ROAD N 28° 34' 29" E
48.61'
N49°50'29"E
N 25° 45' 29" E N 24° 08' 29" E N 26° 56' 35" E 107.69'
390.05' 240.60' 459.07'
HcC DVC HaB
9, o
� V
� � A
o
m
LANDS N/F
RICHARD & CAROL SOWERS
MAP 50 PARCEL 1660
DEED REF.: 977- 363
co � ZONING-RT
" t HaA
LANDS N/F
WILLIAM LEE & JAMES ALLEN JOACHIM'
MAP 50 PARCEL 304 - W
DEED REF.: 773-282 tt{
ZONING-RT
HaB
et
DsA - _ - -
-------- __ - - - _ DsA
RmD ,
N52°15'44"E
f inn cc,
RyD
— 446.98 sfl �y —
"W-.\//' N60°11'31PROPOSED FOREST
CONSERVATION
N72°44'31"W
366.50'
I
m
70
N73°10'31"W
419.94' -n
70
O
N71°24'31"W
243.00'
HaD
r r 626.02
S8�5 08"E %
194.22' Sg18°11'23" �/
41003 04' 52" W
to
DVDL
1950.56'
N-
("1
6
C)
O
CV
w
S25°01'29"W
LANDS N/F
NATHAN & REBECCA MARTIN
MAP 50 PARCEL 306
DEED REF.: 2887- 635
ZONING - A(R)
SENSITIVE AREAS
AREA
ON -SITE
MITIGATION
REFERENCE
WETLANDS
NO
N/A
MERLIN (MARYLAND'S ENVIRONMENTAL RESOURCE & LAND INFORMATION NETWORK)
RIVERS AND STREAMS
NO
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
S89°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
DOUGLAS SOWERS
MAP 50 PARCEL 303
DEED REF.: 3989- 231
ZONING - A(R) & RT
LANDS N/F
VERNON & CONDY SOWERS
MAP 50 PARCEL 1710
DEED REF.: 1716- 388
ZONING - A(R) & RT
N29°1429"E
557.79'
S c W
LANDS N/F
NEVIN & ETHEL MARTIN
MAP 51 PARCEL 37
DEED REF.: 4656- 217
ZONING - A(R)
w
SITE
Ro
VICINITY MAP SCALE: 1" = 2000' I
SITE DATA
1.
SITE NAME:
KIEFFER FUNK SOLAR
2.
SITE ADDRESS:
11609 KIEFFER FUNK RD
SMITHSBURG, MD 21783
3.
OWNER OF RECORD:
WILLIAM & JAMES JOACHIM
3101 YALE AVE
CAMP HILL, PA 17011
4.
DEVELOPER:
STANDARD SOLAR, INC. (C/O PAIGE PENDLETON)
530 GAITHER ROAD, SUITE 900
ROCKVILLE, MD 20850
301-944-5296
5.
ENGINEER / SURVEYOR:
BECKER MORGAN GROUP INC.
312 WEST MAIN STREET, SUITE 300
SALISBURY, MD 21801
410-546-91000
6.
PROPERTY TAX ID:
MAP 50; PARCEL 304
7.
ZONING CLASSIFICATION:
EXISTING: A(R) / (WASHINGTON COUNTY)
PROPOSED: A(R) / (WASHINGTON COUNTY)
8.
BZA APPROVAL:
APPEAL NO. AP2019-005
9.
DEED SUMMARY:
773- 282
10.
PLAT REFERENCE:
N/A
11.
PRESENT USE:
AGRICULTURAL
12.
PROPOSED USE:
PHOTOVOLTAIC SOLAR SYSTEM
13.
WATERSHED:
02140502 - ANTIETAM CREEK
14.
TOTAL SITE AREA:
167.60 ACRES
15.
IMPERVIOUS COVERAGE:
EXISTING: 0.00 ACRES
PROPOSED: 4.57 ACRES
16.
SETBACKS:
A(R) CONDITIONAL USE
FRONT: 50 FT.
SIDE: 50 FT.
REAR: 50 FT.
17.
PROJECT AREA:
167.41± ACRES
18.
TOTAL DISTURBED AREA:
72.57± ACRES
Forest Conservation Worksheet 2.2
J
Net Tract Area
A- Total Tract Area
A =
7257
B. Deductions
B=
000
0<
C- Net Tract Area
C =
72.57
¢ w
Land Use Category
Input the number "1" under the appropriate land use
zoning, and limit to only one entry
o
ARA MDR IDA HDR MPD GA
U
ii
I
D- Afforestation Threshold ( Net Tract Area x 15% )
D =
10-89
E. Conservation Threshold ( Net Tract Area x 15% )
E =
10.89
Existing Forest Cover
F- Existing Forest Cover within the Net Tract Area
F =
000
G- Area of Forest Above Conservation Threshod
G =
000
Break Even Point
H- Break Even Point
H =
000
1- Forest Clearing Permitted Without Mitigation
I =
0.00
Proposed Forest Clearing
J- Total Area of Forest to be Cleared
J =
000
K- Total Area of Forest to be Retained
K =
000
Planting Requirements
L Reforestation for Gearing Above the Conservation Threshold
L =
000
M. Reforestation for Gearing Below the CanservatIan Threshold
M =
000
N- Credit for Retention above the Conservation Threshold
N =
000
P- Total Reforestation Required
P =
000
Q- Total Afforestation Required
0 =
1089
R- Total Planting Requirement
R =
10.89
FOREST CONSERVATION AREA TO BE ADDRESSED -i
VIA ON -SITE FOREST CONSERVATION EASEMENT
FOREST CONSERVATION LEGEND
EXISTING TREE LINE
PROPOSED FOREST CONSERVATION EASEMENT AREA -
10.94 ACRES
FOREST CONSERVATION AREA PROPOSED AS NATURAL
REGENERATION - 0.80 ACRES (7% OF TOTAL)
PROPOSED FOREST CONSERVATION BOUNDARY WITH
} FOREST PROTECTION SIGNAGE. SEE DETAIL THIS SHEET
FOREST STAND DELINEATION NOTE
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.
FOREST CONSERVATION STATEMENT OF INTENT 1
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.
QUALIFIED PROFESSIONAL CERTIFICATION I
KE 4
IN W. PARSONS, PROF. LAND SURVEYOR
FOREST CONSERVATION QUALIFIED PROFESSIONAL
BECKER MORGAN GROUP, INC.
09/18/2023
DATE
1 �
ARCHITECTURE
ENGINEERING
Delaware
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
Maryland
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
www.beekermorgan.com
PROJECT TITLE
KIEFFER FUNK
SOLAR
11609 KIEFFER FUNK RD
SMITHSBURG
WASHINGTON CO., MD
SHEET TITLE
FOREST
CONSERVATION
PLAN
0 100 200 400
SCALE: 1" = 200'
ISSUE BLOCK
MARK
DATE
DESCRIPTION
LAYER STATE:
FCP-1
PROJECT NO.: 2022267.00
DATE: 9/18/2023
SCALE: 1" = 200'
DRAWN BY: E.M.S.
PROJ. MGR.: E.H.H.
SHEET
FCP-1
COPYRIGHT 2023
F:\AutoCAD\Projects\2022\202226700\DWG\202226700-Site-C3D21.dwg, Sep 18, 2023 - 10:42am
MARYI.ANI) 1)F.PAR'I'MENT UI
II1 I Larry Hogan, Governor Robert S. McCord, Secretary
IP]L/.. N N I N ( Boyd Rutherford, Lt. Governor Sandy Schrader, Deputy Secretary
MARYLAND HISTORICAL TRUST
May 24, 2019
Mr. Fred Kelley
Power Plant Research Program
Department of Natural Resources
Tawes State Office Building
580 Taylor Ave., B-3
Annapolis, MD 21401
Re: Maryland Historical Trust Review of Cultural Resources Investigations for Kieffer Funk Solar Farm
Washington County, Maryland
PPRP Case #9495
Dear Mr. Kelly:
The Maryland Historical Trust (Trust) has been provided with the previously requested documentation relating to the
above -referenced project. The construction of the proposed solar facility will require a Certificate of Public Convenience
and Necessity license from the Maryland Public Service Commission (PSC) making the project subject to state historic
preservation law. We have therefore reviewed the investigations' findings, as well as all other available information, and
are writing to provide our comments regarding potential effects on historic properties in accordance with the Maryland
Historical Act, §§ 5A-325 and 5A-326 of the State Finance and Procurement Article.
On behalf of the applicant, the Circa Cultural Resource Management, LLC prepared and submitted five Determination of
Eligibility (DOE) forms. The completed DOE forms were received by the Trust on April 10, 2019. The DOE form is an
important tool used in Maryland to identify and evaluate historic properties. The forms are generally consistent with the
General Guidelines for Compliance Generated DOEs and have been added to our archives for the benefit of future
researchers. The Trust concurs with the preparer's recommendation that Apple Hill (WA -I-034), the Apple Hill Secondary
Dwelling (WA -I-036), Herbst Farm (WA -1-049), the Funk House (WA -1-062), and the Martin House (WA -I-907) are not
eligible for listing in the National Register of Historic Places under Criteria A, B, or C.
Based on the DOEs and the nature of the project it is our opinion that the proposed undertaking will have no effect on
historic properties eligible for listing in the National Register of Historic Places. If you have any questions or we may be
of assistance, please do not hesitate to contact me (regarding historic buildings and landscapes) at
natalie.loukianoff@maryIand.gov /410-697-9587. Thank you for providing us with this opportunity to comment.
Sincerely,
Nat lie Loukianoff
i " +
Preservation Officer
Maryland Historical Trust
NSL/201901828
cc: Peter Hall (Metametrics Inc.)
Dane Bauer (H&B Solutions)
Dawn Muir irca -'
Maryland Historical Trust • 100 Community Place • Crownsville • Maryland • 21032
Tel: 410.697.9591 • toll free 877.767.6272 • TTY users: Maryland Relay ■ MHT.Maryland.gov
►Vi%dQ1190%
Funk House
Architectural Survey File
This is the architectural survey file for this MIHP record. The survey file is organized reverse -
chronological (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
DETERMINATION OF ELIGIBILITY FORM
f" Property Name: Funk House
Address: 11609 Kieffer Funk Road
County: Washington
Owner: Joachim Elizabeth Funk
NR Eligible: yes _
no
Inventory Number:
City: Smithsburg Zip Code:
WA -l-062
21783
USGS Topographic Map: Hagerstown, MD 1999 (2002 ed.)
Tax Parcel Number: 0304 Tax Map Number: 0050
Project:
Kieffer Funk Solar Farm
Site visit by MHT Stag no des
Is the property located within a historic district?
Is the property being evaluated a district? des
Tax Account ID Number: 006294
Agency: Public Service Commission
Name: Natalie Loukianoff Date: March II. 2019
_yes X no
(j'the property is within a district District Inventory Number:
NR -listed district yes Eligible district yes District Name:
Preparer's Recommendation: Contributing resource _yes no Non-contributing but eligible in another context
lithe property is not within a district (or the property is a district)
Preparer's Recommendation: Eligible yes X no
Criteria: A B _C D Considerations: A B C _D E F _G None
Documentation on the property/district is presented in:
Description of Property and Eligibility Determination: (Use conttnuaamr sheet if necessary and attach map and phata
Site WA -I-062 is identified as the circa 1831 Funk House, located at 11609 Kieffer Funk Road. A Maryland Historical Trust
(MHT) worksheet was completed for the site in 1974. The worksheet noted one house, along with one smokehouse and one
large barn. 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
was primarily architectural and that although the exterior of the house had been altered, it is a dated example of Washington
County's 19 -century brick architecture. It went on to state that houses with indented porches under the main roof, such as this
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
a description of the barn, it is possible that the barn identified is Barn 4 that Circa— identified given that this buildings appear to
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 surrounded 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 TI
Eligibility recommended
Criteria: A _ B C
Comments:
Reviewer, i e Pre!
Re fewer, NR
..r.♦ IC...
Eligibility not recommended
D Considerations: AB C
Services
D E F G None
Date
Date
(��\jy�V� \1�iI��I ,1\Vt1.TrY�V/j/M aC/1.✓. a.v,-,
MARYLAND HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. I
MIHP No: WA -1-062
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, live -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 chimneys 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, painted -
white wood columns with ionic capitals. One wood step leads from the porch to the front yard. Sash, double -hung, 6/6. wood -
frame windows flanked by painted -white wood shutters are typical on the facade and elevations with sash, double -hung, 4/4,
wood -frame windows in the gable ends. The entrance on the facade 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
Flemish -bond 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. I/l. 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, pyramidal roof, rusticated -limestone 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 facade 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 -frame barn 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 barn. The entrance on the facade is a double -leaf, sliding, vertical wood plank door.
There is a single -leaf, wood door on the side (west) elevation.
There is a one-story, two -bay. shed roof, wood -frame addition attached to the side (east) elevation clad in painted -red vertical
wood siding and resting on a raised concrete -block foundation. The roof is covered in standing -seam metal. Fixed, two -light.
wood -frame windows are typical on the addition. The entrance on the addition is a single -leaf opening.
Barn 2
To the northeast of the house, there is a circa 1900, one-story, multiple -bay, side -gable, concrete -block barn resting on a
concrete -block foundation. The roof is covered in standing -seam metal with overhanging eaves- There is a one-story. full -
width. concrete -block porch under a roof overhanging supported by wood posts. Sash. double -hung. I 1 I . wood -frame windows
are typical on the facade and elevations. The entrance on the facade is not visible.
Barn 3
To the northeast of the house. there is a circa 1900. one-story, one -bay, front -gable, wood frame barn clad in painted -red
vertical -wood siding. The foundation is not visible due to the slope and snow covering the ground around the barn. The roof is
covered in corrugated metal. No windows are visible on the barn. The entrance on the facade is a double -leaf, sliding, vertical
wood door.
There is a one-story, one -bay. flat roof, wood -frame addition attached to the side (south) elevation clad in painted -red vertical
wood siding. The foundation is not visible due to the slope and snow covering the ground around the barn. 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 HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
W
Continuation Sheet No. 2
MIHP No: WA -1-062
Burn 4
To the east of the house, there is a circa 1831. one-story, one -bay, front -gable, wood -frame barn 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 facade is a double -leaf opening.
Shed !
To the north of the house, there is a circa 1900, one-story, one -bay, side -gable. wood -tame 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 facade 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 facade 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 -wood siding. The foundation is not visible due to the slope and parked cars in front of the shed. The roof is covered in
corrugated metal. No windows are visible on the shed. The entrance on the facade is not visible.
l� 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 chimney with a deteriorating stucco veneer. The roof is
covered in asphalt shingles. The windows on the facade and elevations have been removed leaving only window openings.
The entrance on the facade consists of three single -leaf openings; the doors appear to have been removed.
There is a one-story, two -bay, shed roof wood -frame 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 Significance
This circa 183 I house and outbuildings appears to be occupied and in fair to good condition. The building is a Georgian style,
that is common in Washington County, and the house has been added on to since its original construction. Further, while the
original smokehouse and original barn are still intact, additional outbuildings have been added to the property circa 1900. This
drastically altered the buildings original setting and association. The main house does not possess any unique characteristics
that would separate it from other early to mid -19's century rural housing examples in Washington County. Today there are
many small to mid -sized family farms spread throughout Washington County. Most of these farms are typical in that they
contain a main house along with several agricultural outbuildings such as barns, silos, and sheds. Many of them are
surrounded by agricultural fields and usually set well away from main roads. This resource is typical of the family farms found
throughout the County and does not appear to be a unique farm design or contain unique farm buildings. The house is a
Georgian style, which is common throughout Washington County and the State of Maryland. The design and workmanship of
the building is undistinguished, and the construction materials are common (Criterion C). A preliminary review of historic
records including various maps and historical contexts for Washington County does not indicate significant contributions with
events (Criterion A) or persons (Criterion B) associated with the property. Today, Washington County is a rural county with
several small towns throughout the area. This resource is typical of residential examples found throughout the County and is
therefore not unique to the County or a rare example of the Georgian style. Considering this, the building does not appear to be
potentially eligible for the National Register of Historic Places under Criteria A. B. or C.
Photo Log: All photos are printed on 100 -year archival quality true black and white photo paper with a lustre coating
Image File name Description
Prepared by: Dawn Muir, Skye Hughes
MARYLAND HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. 4
MIHP No: WA -1-062
WA -I-062 - . / '
11609 Kieffer Funk Road � • 'w
Smdhsburg, MD 21783 � _� x. X_ �•s. _.
Hagerstown. MD /vr•�\��� � • '� � ,• rl . I `"'-^v..
1999(2002ed) �, r� ;c��ur:�
Date Prepared: 4-4-19
MARYLAND HISTORICAL TRUST
NR-ELIBILITY REVIEW FORM
Continuation Sheet No. 3
MIHP No: WA -1-062
WA-1-062_2019-02-21_01_tif
View of overview of site, looking northeast
WA-1-062_2019-02-21_02_tif
View of house, smokehouse, barn 4, and outbuilding, looking east
WA -1-062 2019-02-21
View of house and barn 4. looking east
WA -1-062 2019-02-21_04_tif
_03_tif
View of house. smokehouse, shed I and outbuilding, looking southeast
WA -1-062_2019-02-21_05
of
View of house; smokehouse, barn 4. and outbuilding, looking east
WA -1-062_2019-02-21_06
of
View of smokehouse and outbuilding, looking southeast
WA -1-062 20I 9-02-21
_07 of
View of barn 2, looking southeast
WA-1-062_2019-02-21_08_tif
View of barn 2, looking northeast
WA -1-062_2019-02-21_09
of
View of barn 1. looking east
WA -I-062_2019-02-21_10
of
View of barns I and 2, sheds 2 and 3, and barn 3, looking east
WA-1-062_2019-02-21_11_tif
View of house; barns 2 and 3; and sheds 1, 2, and 3. looking east
WA -1-062_2019-02-21
View of shed I and barn 3, looking east
WA -1-062_20 19-02-21
_12_tif
13 of
View of house; sheds I.2, and 3; and barn 3. looking northeast
Site Plan for Site WA -I-062
Funk House. 11609 Kieffer Funk
Road
Barn 2
E'.0
/
hed 3
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Shed 1
dczl
Jdm 3
QMouse
Barn 4
0
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V _ T,ee,tree ane Driveway Budding
L J addition
%lap not to scale
March 2019
I-i+,urc 1. Site pan for Site WA -I-062.
1 • J
WA -I-062
11609 Kieffer Funk Road
Smithsburg. MD 21793
Hagerstown, MD
1999 (2002 ed )
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MARYLAND HISTORICAL TRUST WORKSHEET WA -I-062
NOMINATION FORM
for the
NATIONAL REGISTER OF HISTORIC PLACES, NATIONAL PARKS SERVICE
I—
N
W
W
H
..,
C OMMON:
Funk House
AND/OR HISTORIC:
STREET AN NUMBER:
Keiffer Funk Road about 3/4 mile south of Chewsville
CITY OR TOWN:
Route 2 Smithsburg
STATE
COUNTY:
Maryland
Washington
3. CLASSIFICAT of
CATEGORY
OWNERSHIP
STATUS
ACCESSIBLE
(Check One)
TO THE PUBLIC
❑ District IX Building
❑ Public
Public Acquisition:
® Occupied
Yes:
❑ Site ❑ Structure
® Private
❑ In Process
❑ Unoccupied
❑ Restricted
❑ Object
❑ Both
❑ Being Considered
❑ Preservation work
O Unrestricted
in progress
® No
PRESENT USE (Check One or More ae Appropriate)
❑ Agricultural 0 Government ❑ Park ❑ Transportation
❑ Comments
❑ Commercial 0 Industrial ® Private Residence ❑ Other (Speciy)
❑ Educational ❑ Military ❑ Religious
❑ Entertainment ❑ Museum ❑ Scientific
OWNER OF PROPERTY
OWNERS NAME:
Maude Wolf Funk
STREET AND NUMBER:
117 East Franklin Street
CITY OR TOWN:
STATE:
Hagerstown
Maryland
It
t.t A ION OF Li�AL. DESCRIPTION
COURTHOUSE. REGISTRY OF DEEDS. ETC:
Washington County Court House
STREET AND NUMBER:
West Washington Street
CITY OR TOWN:
STATE
Hagerstown
Maryland
itle Reference pf Current
pe1 (Book & INHT
kE E E$ +R d $ EJ#I3i#NO SURVEYS
TITLE OF SURVEY:
DATE OF SURVEY:
❑ Federal ❑ State 0 County ❑
Local
DEPOSITORY FOR SURVEY RECORDS:
STREET AND NUMBER:
CITY OR TOWN-
STATE:
(Check One,
® Excellent ❑ Good ❑ Fair ❑ Deteriorated ❑ Ruins ❑ Unexposed
CONDITION
(Check One) I (Check One)
( Altered ❑ Unaltered I ❑ Moved 00 Original Site
DESCRIBE THE PRESENT ♦ JD 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 bays 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
(TI
at the second story level generally contain six -over -six panes. First
rn
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
_
inuvered shutters. A pair of four -light openings are present at the
Z
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
M
bay from the south end of the east wall. The entrance way contains a
c
dor which is topped with a transom. Other doors are located behind a sun
n
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
0
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 cor-
beled 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.
of
z
O
H
V
z
w
w
sn
► is tFJcA c .
PERIOD (Check One or More as Appropriate)
o?.,m bian ❑ 16th Century
❑ 18th Century i ; 20th Century
J 15th Century ❑ 17th Century
® 19th Century
SPECIFIC DATE(S) (((Applicable endKnown) 1831
date stone
AREAS OF SIGNIFICANCE (Check One or Mors as Appropriate)
Aboriginal ❑ Education
❑ Political ❑ Urban Planning
❑ Prehistoric ❑ Engineering
❑ Religion/Phi- ❑ Other (Specify)
❑ Historic ❑ Industry
losophy
❑ Agriculture ❑ Invention
❑ Science
Architecture ❑ Landscape
❑ Sculpture
❑ Aft Architecture
0 Social/Human-
❑ Commerce 0 Literature
itorian
❑ Communications ❑ Military
❑ Theater
❑ Conservation ❑ Music
❑ Transportation
STATEMENT OF SIGNIFICANCE
The significance of this house
lies in its architecture. Although
the exterior of the structure has
been greatly altered, it is a dated
example of Washington County'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
found in the area. They are a characteristic house type, usually
constructed with brick.
G. tftsRAPHicA DATA
LATITUDE AND LONGITUDE COORDINATES
DEFINING A RECTANGLE LOCATING THE PROPERTY 0
R
CORNER LATITUDE LONGITUDE
Degrees Minutes Seconds Degrees Minutes Seconds
NW o 0
NE o o
SE o •o
g•o
APPROXIMATE ACREAGE OF NOMINATED PROPERTY: 166
Acreage Justification:
LATITUDE AND LONGITUDE COORDINATES
DEFINING THE CENTER POINT OF A PROPERTY
OF LESS THAN TEN ACRES
LATITUDE LONGITUDE
Degrees Minutes Seconds Degrees Minutes Seconds
O C•
(LIST ALL STATES AND COUNTIES FOR PROPERTIES OVERLAPPING STATE OR COUNTY BOUNDARIES
STATE: I I COUNTY
STATE: I I COUNTY:
STATE: I I COUNTY:
STATE: I I COUNTY:
[11_ ' FORM PREPARED BIT I
NAME AND TITLE:
Paula Stoner Dickey, Consultant
ORGANIZATION
Washington County Historic Sites Survey
STREET AND NUMBER:
Court House Annex
CITY OR TOWN: STATE
Ha erstown Maryland
State Liaison Officer Review: (Office Use Only)
Significance of this property is:
National ❑ State ❑ Local ❑
Signature
DATE
February, 1974
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=7400Din E. �'/
ROAD CLASSIFICATION s6Fp
Heavy-duty._.. _.. . Light -duty s�t�
Medium -duty =,_ Unimproved dirt
U. S. Route U State Route
CI) Interst.mt. Route
MARYLAND
•�%� HAGERSTOWN, MD. -PA.
• QUADRANGLE LOCATION NW/4 HAGERSTOWN 15' QUADRANGLE ^ ��' O�
' N3937.5 —W7737.5/7.5 VUA
Re.,•„nns snoA6i" Purple carr'p,Ie.I by Ceolor,cal Survey from
�hnt.,:r.tph. taken 1`,i 1 II:,; Intorrn.rt• n 'lit Lcld checked 1953
Furple I:nt .n 1„ ates eaters;l n OI u,ban areas PHOTOREVISEP 1971
AMS 5463 1I NW -SERIES V833
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Historic Review Activity 09/21/2023 thru 10/19/2023
Record #
Type
MIHP# Record
Open Date Date Assigned Location
Description
Workflow Info
Status
Folder Status
Status Date
Task Name
Comments
RZ-23-007
Zoning Ordinance
PC
IV029 1 Recommend:
07 -Sep -23 11 -Sep -23 ;13215 SMITHSBURG PIKE
:13215 SMITHSBURG PIKE
06 -Oct -23
Historic District HDC Consensus for HP overlay on this property via email
Amendment
;SMITHSBURG, MD 21783
Commission
ation
Days in Review:
24
Status
Status Date
Task Name
Comments
;Folder
320 SQ. FT. ATTACHED COVERED SCREENED IN
Residential Addition-
S-95-076 21131 ROYS LANE,
1 PORCH TO RIGHT SIDE OF DWELLING WITH
:STEPS
Note
12 -Oct -23
Historical Review Not an HDC review area for additions. Structure not included in park hall survey area.
2023-04782 :
Alteration Permit
Review
13 -Sep -23 12 -Oct -23 ILOT4
TO GRADE, COMPOSITE DECKING, FRAME
:CONSTRUCTION, ROOF RAFTERS
Passed - Info
12 -Oct -23
Historical Review Updated by Script from EPR.
:CARROLL BOYER, LOT 4
Days in Review:
0
: REVISION TO PORCH TO BE HALF BATH AND
Folder Status
Status Date
Task Name
Comments
CLOSET ONLY, DEMOLITION AND RE-
The
portion of this property on the MIHP is the tea room. This permit is in regards to the house also on
2021-
',
LOR 20463 JEFFERSON
:CONSTRUCTION OF 320 SQ. FT. FINISHED SPACE
Note
12 -Oct -23
Historical Review
the
property. No HDC Review required.
04878.R02
Revision
! Approved
18 -Sep -23 18 -Sep -23
:BOULEVARD
:REAR ADDITION TO BE USED AS LAUNDRY
ROOM, FULL BATH, AND FAMILY ROOM, FRAME
Passed - Info
12 -Oct -23
Historical Review
CONSTRUCTION, ROOF RAFTERS
Days in Review:
24
Status
Status Date
Task Name
Comments
;Folder
SINGLE FAMILY DWELLING ON FULL
Residential New
:5-22-0314654 COURIE
UNFINISHED COVERED WALKOUT BASEMENT
Passed - Info
21 -Sep -23
Historical Review Updated by Script from EPR.
2023-04864
Construction Permit
Review
19 -Sep -23 21 -Sep -23 ;:WITH
DOON LANE, LOT 3
ROUGH IN FOR FUTURE LAUNDRY AND
FULL BATH, ATTACHED TWO CAR SIDE LOAD
Note
21 -Sep -23
Historical Review HDC Review for new construction does not occur in Park Hall RV.
:GARAGE, COVERED FRONT, REAR, AND RIGHT
Days in Review:
0
Folder Status
Status Date
Task Name
Comments
56 SQ. FT. INTERIOR RENOVATIONS TO
Property is in Ravenswood Heights survey done by MHT, not an HDC review area but sent a no review
2023-04880
Residential Addition-
Approved
LOR 1211 FREDERICK
20 29
:REMODEL FULL BATHROOM ON SECOND FLOOR
Note
02 -Oct -23
Historical Review contact letter.
:
Alteration Permit
-Sep -23 -Sep -23 STREET
TO INCLUDE ADDING A NEW WALL, REPAIR OF
IA
Passed - Info
02 -Oct -23
Historical Review Updated
by Script from EPR.
JOIST AND A RAFTER
Days in Review:
3
Folder Status
Status Date
Task Name
Comments
40 SQ. FT. INTERIOR RENOVATIONS TO CREATE j
Note
11 -Oct -23
Historical Review Renovations
are to the interior only in existing space so no HDC review required. Structure is listed as
2023-04906
Residential Addition-
Review
21 -Sep -23 11 -Oct -23 LOR 21564 LEITERSBURG
: NEW FULL BATHROOM IN EXISTING SPACE ON
contributing so will be sending no review contact letter.
Alteration Permit
SMITHSBURG ROAD
FIRST FLOOR
Passed - Info
11 -Oct -23
Historical Review Updated by Script from EPR.
Days in Review:
0
Folder Status
Status Date
Task Name
Comments
INSTALL (4) INTELLIJACKS AND 19 LNFT OF
Residential Addition-
; LOR 12527 ROCKDALE
:SUPPLEMENTAL BEAM TO PROVIDE SUPPORT
Passed - Info
02 -Oct -23
Historical Review Updated by Script From EPR.
2023-04919 :
Approved
22 -Sep -23 02 -Oct -23
Alteration Permit
; ROAD, LOT 7/8
:TO EXISTING FRAMING SYSTEM
Property is nearby the Wilson/Conococheague RV area. This property is not involved in that listing
:CONOCOCHEAGUE HEIGHTS, LOT 7/8
Note
02 -Oct -23
Historical Review though the boundary touches it. No HDC review required.
Days in Review:
0
Folder Status
Status Date
Task Name
Comments
DWELLING ON FULL UNFINISHED WALKOUT
BASEMENT, WITH PARTIAL (279 SQ. FT.) CRAWL 1
Blairs Valley is identified by MHT only and is not a RV for HDC review of this activity type. House was
Residential Addition-
: LOR 13527 BLAIRS VALLEY
:SPACE, TO BE USED AS A LIBRARY AND
Note
04 -Oct -23
Historical Review
built
after the period of significance so did NOT send a no review contact letter to this owner.
2023-04916 :
Alteration Permit
Review
22 -Sep -23 04 -Oct -23 ROAD :
BEDROOM, 300 SQ. FT. INTERIOR
RENOVATIONS TO CONVERT EXISTING GARAGE
Passed - Info
04 -Oct -23
Historical Review Updated by Script from EPR.
TO BE USED AS EXPANDED NEW BEDROOM
Days in Review:
0
Folder Status
Status Date
Task Name
Comments
INCLUDE REMOVE AND REPLACE DRYWALL AND
:INSULATION THROUGHOUT FIRST AND SECOND
Passed - Info
11 -Oct -23
Historical Review Updated by Script from EPR.
Residential Addition-
: FLOOR, REMODEL KITCHEN, ADD WALLS TO
2023-05066
V026; V025 Review
29 -Sep -23 10 -Oct -23 ; LOR 14245 NATIONAL PIKE
Property is not located in a review area so no HDC review required. Majority of work is interior but some
Alteration Permit
:CREATE NEW FULL BATHROOM ON FIRST
FLOOR, RELOCATE FULL BATHROOM ON
Note
11 -Oct -23
Historical Review roof work. Sending no review contact letter since there are multiple MIHP on this property or near
:SECOND FLOOR, NEW WINDOW IN OFFICE,
construction.
Days in Review:
1
Folder Status
Status Date
Task Name
Comments
CONDITIONED CRAWL SPACE TO REAR OF
DWELLING, FIRST FLOOR TO BE USED AS
Note
06 -Oct -23
Historical Review Property has MIHP however structure is not in HDC review area and has also had extensive updates. No
2023-05035
Residential Addition-
110244 Review
29 -Sep -23 05 -Oct -23 LOR 7320 CATTLE RUN LANE
: KITCHEN, SECOND FLOOR TO BE USED AS HOME
contact letter sent for this one.
Alteration Permit
:OFFICE, EXISTING KITCHEN IN DWELLING TO BE
Passed - Info
06 -Oct -23
Historical Review Updated by Script from EPR.
REMOVED AT A LATER DATE, FRAME
Days in Review:
1
Activity Count: ;
10
Review Activities Summary
Application Type
Application Number No Comments
Note
Passed - Info
Total
Residential Addition -Alteration Permit
Total 0
7
7
7
Residential New Construction Permit
Total 0
1
1
1
Revision
Total 0
1
1
1
Zoning Ordinance Amendment
Total 1
0
0
1
Total
1
9
9
10
Washington County
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 240.313.2430 240.313.2431 1 TDD: 7-1-1
WWW.WASHCO-MD.NET