october 15 2025 planning commission meeting packet.pdf

Exactly as extracted, unformatted — for checking against the original. The readable version is easier to read.

MEMORANDUM
TO: TOWN OF CENTREVILLE FROM:
PLANNING COMMISSION Stacey Dahlstrom, AICP, Consultant
Planner/Senior Planner
Michael Whitehill, Town Consultant, Whitehill
consulting, LLC
ORGANIZATION: CENTREVILLE MD DATE: OCTOBER 7, 2025
Re: Preliminary Site Plan Review for a
Proposed Showroom Retail/Office – 2551
Centreville Road; Tax Map 44E, Parcel 1080
 URGENT X FOR YOUR USE  PLEASE COMMENT PLEASE REPLY PLEASE
RECYCLE
Introduction
The Applicant seeks Preliminary Site Plan Review for a proposed commercial development/new
retail space for Wood Ingenuity LLC, on the current site located at 2551 Centreville Road (Tax Map
44E, Parcel 1080). The current owners are proposing to replace the existing 2,368 sf garage and build
a new 2,226 sf showroom. The intent is to remove the existing garage, adding the new showroom
building, slightly relocated to improve site location and accessibility.
This application is for Preliminary Site Plan Review, and the Planning and Zoning Commission’s
role is for review and comment. Feedback is important to assist in further consideration as the project
is reviewed and to avoid confusion. This memo is intended to provide guidance and outlines items
that PC should be aware of and wish to discuss further with the applicant.
Location
The location is provided in this snip from the QAC property viewer.
P 1080
1

Future Land Use (FLU): Commercial (FLU)
Centreville Zoning: Centreville Atlas (QAC)
C-3 Zoning
2

Review Information for your consideration
The Concept Site Plan was reviewed and discussed with the Planning Commission at your August
20, 2025, meeting. That review was based on updates from the original application review by the
Town of Centreville Technical Advisory Committee (TAC) on Monday, July 21, 2025.
August 20, 2025, Planning Commission approved minutes:
Lighting
The Site Plan, Sheet 6 of 10 includes Lighting Plan (§170-47 5.f and Town of Centreville
Development Design Standards 4.D - Commercial Lighting). Applicants are proposing two
electronic pole lights and 3 electronic wall lights (building).
Comments
Business Signage
The following snips from sheets 3 0f 10 and several others and 9 of 10 show the proposed business
signage. It appears to be a monument sign which is proposed to be 16 square feet in area and 5 feet
high. It appears to be located (sheet 7 of 10) in the area between the main and side entrances facing
213. If this is accurate, the sign location noted on sheet 3 of 10 should be noted as such, possibly
just by adding the label sign to each sheet on which it appears.
3

Items Still to be addressed
1. Pedestrian Access and Pedestrian Amenities
Sidewalk
As discussed at the August 20, 2025, Planning Commission concept review the inclusion of
sidewalk access along parcel frontages is important to the Town and may contribute to a condition
requiring a connecting sidewalk to be constructed on the adjacent parcel. Unfortunately, not even a
conceptual location for any frontage sidewalks is currently included in the site plan documents. The
applicant has indicated that they are currently coordinating with SHA: “It is the applicant’s
understanding there is a requirement to provide pedestrian sidewalks along the frontage of the
property. As the frontage corridors for the parcel are Maryland Department of Transportation
(MDOT) rights-of-ways, the applicant is coordinating and seeking a review of the plans with them.
Once MDOT has reviewed and provided their decision, this information shall be provided to the
Town.”
Commercial site furnishings
Permanent site furnishings, such as benches, tables and other pedestrian amenities, shall be made of
durable, weather-resistant, and vandal-resistant materials and shall be consistent with the overall
character and appearance of the development. They are encouraged to be provided at main
pedestrian walkways, building entrances, plazas, open spaces, and other pedestrian areas. The
concept site plan appears to show a standard trash receptacle located on the SW side of the site plan
that it shares with the adjacent commercial structure (2543 Centreville Road). Planning
Commission and the applicant should discuss commercial site furnishings the applicant could
provide at appropriate locations as noted above to be included in the site plan. Each Wood
Ingenuity customer who drives to the site will ultimately be a pedestrian between parking and
entering the building, these site furnishings also provide amenities for them as well as any
pedestrians who may walk to the site.
The standard trash receptacle discussed as part of the August 20, 2025, concept plan review, can be
counted towards those amenities but it is currently still shown in the rear/SW side of the building
rather than the areas noted above (serving pedestrians). It is unclear what other site
furnishings/pedestrian amenities are proposed.
2. Landscaping
4

Updates since August 20, 2025 Concept Review
The following observations and recommendations are kindly provided by Town Consultant Mike
Whitehill regarding updates to the Landscaping plan (Sheet 7 of 10):
It appears the two Street trees on the south end have been removed…presumably to open the view
to the main entrance and further avoid the overhead powerlines which ran through the trees shown
in the concept. The south and east faces of the building have been fully landscaped with what
appear to be crape myrtles or boxwood framing the east access. A street tree has been shown in the
curb island area by the four bay parking area in front of the building. There are now shrubs
anchoring the east curb cut on 213. Arguably, a street tree could be added to the south corner if set
back from the powerline and tucked in next to the shrubbery shown there. A species with columnar
form like a zelkova would not obstruct the front face in maturity. The thickened green wall along
the G&G building is now provided with a step down in height to shorter species. It would be
helpful if the trees and shrubs were labelled and a count of each referenced to a table. This
would facilitate the intent and review and the future bonding process.
Landscaping relief request
As noted on Sheet 7 of 10, “The applicant is requesting relief to landscaping requirements from the
Town Code as the Parcel of land is constrained. The land being irregularly shaped as a triangle
intersecting at the two Maryland State Routes. Existing entrance of prior development are to remain
and serve as egress and ingress and visibility for public and pedestrian safety. Surrounding the
intersection corridor. Relief would be to plant as provided.”
This request as discussed with Planning Commission at the August 20, 2025, concept review and as
well as this preliminary site plan review, should be guided by the following:
The alternative landscaping concept the applicant asks the Planning Commission to consider is based
on the following requests:
• Reduce the street tree requirements;
• A columnar of evergreen planting between the two uses on the property line to aid with an
aesthetic screening of the (adjacent) existing metal building; and
• Reduce onsite plantings to low lying ground cover and shrubs.
Buffer yards (§170-42)
The applicant notes on page 7 of 10, that a landscape Buffer yard “B” is required along MD RT 21
and 4 H Park Road. The applicant is requesting a reduction in street trees (12 required, 9 provided)
and a further combination of twenty-seven total canopy or understory trees (9 canopy trees required,
and 18 understory trees required). Additionally, although it is noted that there are 70 required shrubs
and the legend notes 48 of them are 1 gallon Carpet Bugles to be spread one foot apart, having these
more clearly delineated as part of the labelling and numbering system as noted by consultant
Whitehill above is needed.
5

Street Trees §145-6
The alternative landscaping request to reduce the required number of street trees from 12 to 9, may
be granted through the waiver provisions in §145-7. Planning Commission should again further
discuss this with the applicant.
The Zoning Administrator may provide recommendations and recommendations with conditions for
this request. If the waiver is granted, the applicant shall do one of the following as approved:
1. Plant trees to provide the required tree canopy on land owned by a public agency in a
location where the trees will provide enhanced buffers for waterways, habitat areas, or other
environmentally sensitive areas.
2. Pay to the Tree Fund a fee in lieu of tree planting or protection in an amount established by
the Town Council, but not less than $1 per square foot of required tree canopy area.
3. Stormwater
August 6, 2025, QAC Public Works memo included in your August 20, 2025, concept review
package notes several items that applicants will need to address prior to any issue of grading permit.
Additionally, it recommends “Conditional Final Approval is recommended subject to the above
comments being addressed prior to grading permit approval.”
Since the August 20, 2025 concept review, the application has been enhanced to show rain garden
and its associated drainage (sheet 4 0f 10).
All grading and stormwater including the raingarden features will need to be coordinated and
permitted through Queen Annes County Department of Public Works.
General Process Comments:
• Please be aware that review of the stormwater information will be required by Queen
Anne’s County and there may be Stormwater management issues that the applicant will
follow up with Queen Annes County Stormwater staff about.
• All criteria of §170-47 and Design Standards needs to be met for final submittal to PC.
• All comments should be addressed by the applicant prior to submission of any updates
to this for Final Site Plan review.
6

Shoreland Properties LLC
TO
Centreville Planning Commission
c/o Pegeen McGlathery
101 Lawyer’s Row
Centreville, MD 21617
10/1/2025
Members of the Centreville Planning Commission,
Thank you for the opportunity to present our plans for the proposed improvements to the
property at 2551 Centreville Road. As noted at the last meeting, with the Planning
Commission’s approval, we aim to remove the existing dilapidated building and replace it
with a new structure that will be slightly repositioned from its current location. The new
building will be designed to be efficient, functional, and aesthetically pleasing, all while
respecting the historical character of the town.
Respectfully, we are submitting the enclosed Site Plan package for the re-development of the
property located at 2551 Centreville Road, Centreville, Maryland for the approval by the Town
of Centreville Planning Commissioners. As a point of reference, the property is ± 0.47-acres
and is designated as Tax Map 44E, Parcel 1080. The property is zoned Commercial (C3) and is
currently developed with a building and parking. The existing access points at Centreville
Road (MD 213) and the 4-H Park Road (MD 18) corridor are to remain. The re-development plan
will be to raze the existing building and construct a new building, provide a drive aisle and
parking area, and landscape the site in accordance with the Town’s requirements. The site is
served by public water and sewer.
It is the applicant’s understanding there is a requirement to provide pedestrian sidewalks
along the frontage of the property. As the frontage corridors for the parcel are Maryland
Department of Transportation (MDOT) rights-of-ways, the applicant is coordinating and
seeking a review of the plans with them. Once MDOT has reviewed and provided their
decision, this information shall be provided to the Town.

We are pleased to provide the following plans for your review and consideration:
• Building Rendering (Samples of building materials will be brought to the
meeting.)
• Grading & Erosion Sediment Control Plan
• Existing Site & Demo Plan
• Proposed Site Plan
• Grading & Stormwater Plan
• Erosion & Sediment Control Plan
• Photometric Plan
• Proposed Landscape Plan
• Landscaping Plan Details
• Site Details & Erosion and Sediment Control Details
• Site Details
We are very excited to move forward with our plans for the new building and property
improvements at 2551 Centreville Road, pending your approval. Our team has developed a
thorough and efficient plan to construct the new building and enhance the surrounding
property. Once approved, we are prepared to begin work immediately, with the goal of opening
our new facility in 2026.
With the additional information provided, we are seeking the approval of the Site Plan
development with the Town. We look forward to meeting with the Planning Commission on
October 15th to address any questions you may have and provide additional details about the
project. We will be bringing samples of the building materials with us to the meeting for your
review.
Thank you for your time and thoughtful consideration.
With regards,
Mark E. Boyle
Mark E. Boyle
MARK E. BOYLE
President PO Box 2001
mboyle@woodingenuity.com Queenstown, MD 21658

PL D A E T E T B D C M O E Z L . T O O N . 4 A 2 0 T N K 4 X 9 2 L R I E 3 7 N 5 A E # 2 7 4 N G G : V 5 0 P 4 D : . I 3 - L F A C 5 H - O L . 0 G - P E 2 0 3 F P E . , 0 8 5 A 1 M 4 2 2 9 R 0 4 1 5 4 D 6 K 3 1 3 4 2 R L 1 L D 6 C 17 LAND OF LONE OAK CENTREVILLE LLC 2543 CENTREVILLE RD CENTREVILLE, MD 21617 TAX #:03-005569 TM. 44E G. 5 P. 1079 ZONING: C-3 DEED L. 03875 F. 00080
LAND OF DELMARVA POWER & LIGHT CO
2600 CENTREVILLE RD
CENTREVILLE, MD 21617
TAX #:03-014401 TM. 44E G. 6 P. 1081
ZONING: I-1
DEED L. 00219 F. 00834
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SITE NOTES
1. PROPERTIES SHOWN HEREON ARE DESIGNATED AS TAX MAP 44E, GRID 5, PARCEL 1080.
2. FOR DEED REFERENCES:LIBER 04575 FOLIO 273.
3. PARCEL IS ZONED C - 3.
4. ZONING SETBACKS
FRONT (MD RT 213): 30-FT
SIDE: 15-FT (CODE ALLOWS A CORNER LOT TO REDUCE FRONT SETBACK
REAR: 20-FT
5. CURRENT USE: SERVICE GARAGE
PROPOSED USE: RETAIL BUSINESS
6. SOILS ON SITE
UsB - UNICORN SASSAFRAS LOAM, 2 TO 5 PERCENT SLOPES.
SOIL INFORMATION OBTAINED FROM NRCS WEB SOIL SURVEY
7. THE ENTIRE SITE APPEARS TO BE LOCATED WITHIN ZONE X (AREA OF MINIMAL FLOODING) ACCORDING TO THE FEDERAL
EMERGENCY MANAGEMENT AGENCY'S F.I.R.M. MAP FOR QUEEN ANNE'S COUNTY, PANEL NO. 24035C0212 D, DATED:
NOVEMBER 5, 2014.
8. THE ENTIRE SITE IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA.
9. EXISTING SEWER: PUBLIC
10. EXISTING WATER: PUBLIC
11. THE EXISTING DEVELOPMENT STORMWATER MANAGEMENT IS AN EXISTING DRY POND, APPROVED IN 2003 AND
CONSTRUCTED IN (2004). THE DEVELOPMENT IS REDEVELOPMENT.
THE PROPOSED DEVELOPMENT WILL CONVERT THE DRY POND DEVISE TO AN ESD RAIN GARDEN DEVICE. ESD PRACTICES
WILL BE UTILIZED.
12. THE PROPERTY DOES NOT CONTAIN STEEP SLOPES, STREAMS, EROSION HAZARD AREAS AND/OR
THREATENED/ENDANGERED SPECIES HABITAT, TIDAL WETLANDS, NON-TIDAL WETLANDS OR HISTORICAL STRUCTURES
EXCEPT AS SHOWN HEREON.
13. NO NONCONFORMITIES ARE BEING CREATED AS A RESULT OF THIS SITE PLAN.
14. REFUSE IS COLLECTED VIA CURBSIDE.
15. SITE SIGNAGE TO BE INCORPORATED ON BUILDING FACADE
GRAPHIC SCALE
0' 30' 60' 90'
LOCATION PLAN
SCALE: 1" = 30' 1 inch = 3 0 ft.
BEFORE YOU DIG CALL
1-800-257-7777
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GRADING AND EROSION SEDIMENT CONTROL PLAN
FOR
WOOD INGENUITY
2551 CENTREVILLE ROAD
IN CENTREVILLE, MD 21617
THIRD ELECTION DISTRICT, QUEEN ANNE'S COUNTY
VICINITY MAP
SCALE: 1" = 1000-FT
GENERAL LEGEND
PROPERTY LINE
SANITARY MAIN SS
SITE STATISTICS WATER LINE W
SEWER CLEANOUT
GROSS AREA OF SITE = 20,594 SF ± (0.47 AC)
FLOOR AREA PERMITTED (MAX 70%) = 14,416 SF ± (0.33 AC)
TOTAL EXISTING (11.5%) = 2,368 SF ± (0.05 AC) PARKING LOT ASPHALT AREA
TOTAL REMOVED (11.5%) = 2,368 SF ± (0.05 AC)
TOTAL PROPOSED (10.8%) = 2,226 SF ± (0.05 AC)
LOT IMPERVIOUS COVERAGE
MAXIMUM IMPERVIOUS AREA (70%) = 14,416 SF ± (0.33 AC)
EXISTING IMPERVIOUS AREA (55.4%) = 11,415 SF ± (0.26 AC)
PROPOSED IMPERVIOUS AREA (58.8%) = 12,100 SF ± (0.28 AC)
MAXIMUM BUILDING HEIGHT = 35-FT, 3 STORIES
BUILDING HEIGHT PROPOSED = LESS THAN 30 FT
LANDSCAPING:
MINIMUM REQUIRED LANDSCAPING (20%) = 4,119 SF ± (0.09 AC) PROVIDED LANDSCAPED AREA (41.2%) = 8,494 SF ± (0.19 AC) PARKING CALCULATIONS REQUIRED: RETAIL BUSINESS (ZONING CODE 170-32 OFFSTREET PARKING) 1 SPACES PER 250 SQUARE FEET OF FLOOR AREA PROPOSED GROSS FLOOR = 2,226 SF REQUIRED PARKING = 2,226 SF/ 250 = 8.9 = 9 SPACES TOTAL SPACES REQUIRED = 9 TOTAL SPACES PROVIDED = 10 (1 SPACE IS FOR HANDICAP) INDEX OF DRAWINGS
PAGE DESCRIPTION
1 COVER SHEET 2 EXISTING SITE AND DEMO PLAN
3 PROPOSED SITE PLAN
4 GRADING AND STORMWATER SITE PLAN
5 EROSION AND SEDIMENT CONTROL PLAN
6 PHOTOMETRIC PLAN
7 LANDSCAPING PLAN 8 LANDSCAPING PLAN DETAILS
9 SITE DETAILS & EROSION AND SEDIMENT CONTROL DETAILS 10 STORMWATER MANAGEMENT NOTES AND DETAILS
OWNER
WOOD INGENUITY
SHORELAND PROPERTIES LLC
PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
McCRONE ENGINEERING 1 C/O RYAN ANDERSON, PLS OR
THOMAS LANYON
320 PENNSYLVANIA AVE
CENTREVILLE, MD 21617
PHONE: (410) 758-2237
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Professional Certification. I hereby certify that these
documents were prepared or approved by me, and
that I am a duly licensed
under the laws of the State of Maryland, License
No.____________, Expiration Date:____________.
GENERAL NOTES 1. THE EXISTING UTILITIES SHOWN IN THESE DRAWINGS IS BASED ON BEST AVAILABLE INFORMATION. NO GUARANTEE TO THE ACCURACY OF THE LOCATION (HORIZONTAL OR VERTICAL) IS MADE BY THE ENGINEER. CONTRACTOR TO FIELD VERIFY AND TEST PIT AS NEEDED TO VERIFY THE LOCATION OF THE EXISTING UTILITIES. THIS SHALL BE DONE AS PART OF THE CONTRACT FOR THE WORK SHOWN IN THESE DRAWINGS. ANY DAMAGE INCURRED TO SUCH UTILITIES SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
2. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION AND
SHALL COORDINATE CONSTRUCTION WITH THE UTILITY COMPANIES INVOLVED: DELMARVA POWER 1-410-758-0830 MISS UTILITY 1-800-441-8355
MCCRONE 1-410-758-2237
MARYLAND DEPARTMENT OF ENVIRONMENT 1-410-901-4020
TOWN OF CENTERVILLE 1-410-758-1180
3. THE CONTRACTOR SHALL CONTACT THE TOWN OF CENTREVILLE AT LEAST TWO (2) WEEKS PRIOR TO THE START OF
CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING.
4. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR, AND MATERIALS FOR ANY MISCELLANEOUS OR TEST PIT EXCAVATIONS REQUIRED BY THE ENGINEER. CONTRACTOR SHALL TEST PIT TO CONFIRM THE ACTUAL LOCATION OF
ANY AND ALL EXISTING SANITARY DISTRICT FACILITIES AT EACH AND EVERY CROSSING AND TIE-IN.
5. ALL CONSTRUCTION SHALL BE MARKED FOR TRAFFIC AND PEDESTRIAN SAFETY. ALL SIGNS SHALL BE PLACED IN ACCORDANCE WITH SECTION VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
6. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE QUEEN ANNE'S COUNTY
DEPARTMENT OF PUBLIC WORKS.
7. THE CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR ANY DEVIATIONS FROM THESE PLANS, UNLESS SAID
DEVIATION IS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL RECEIVE WRITTEN PERMISSION FROM THE
ENGINEER IF A DEVIATION OF THE PLAN IS NECESSARY.
8. ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROVIDE POSITIVE DRAINAGE IN THE DIRECTION OF FLOW
ARROWS HEREIN AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING AND
MULCHING SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES (SEE EROSION AND SEDIMENT CONTROL
SPECIFICATIONS).
9. ALL TRASH, TREES, DEMOLITION DEBRIS, AND UNDERBRUSH ARE TO BE CLEARED AND REMOVED OFF SITE TO AN
APPROVED DUMP SITE BY THE CONTRACTOR.
10. ANY EXCESS EXCAVATED MATERIAL PLACED OUTSIDE OF THOSE AREAS DESIGNATED ON THIS PLAN SHALL MEET
APPROVAL OF QUEEN ANNE'S COUNTY SOIL CONSERVATION AND ENGINEER.
11. ANY EXISTING SURVEY MONUMENTATION THAT IS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A
REGISTERED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
12. ALL FILL AREAS WITHIN LIMITS OF PAVEMENT AND OTHER AREAS AS DESIGNATED ON THESE PLANS SHALL BE
COMPACTED TO 95% MODIFIED PROCTOR DENSITY AND LAID AND COMPACTED IN 8" MAXIMUM LIFTS.
13. ALL SIDEWALKS, HANDICAP RAMPS, HANDICAP PARKING SPACES AND ACCESSIBLE ROUTES SHALL COMPLY WITH
APPLICABLE ADA CRITERIA.
14. IF POSSIBLE, TRENCHES SHALL NOT REMAIN OPEN OVERNIGHT. IF IT IS NECESSARY FOR TRENCHES TO REMAIN OPEN,
STEEL PLATES, CAPABLE OF BEARING TRAFFIC, SHALL BE USED TO COMPLETELY COVER THE TRENCH.
15. A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED ON ADJACENT ROADWAYS DURING HOURS OF CONSTRUCTION,
AND TWO WAY TRAFFIC AT ALL OTHER TIMES.
16. THE CONTRACTOR SHALL PROVIDE A SET OF RED-LINED AS-BUILTS DEPARTMENT OF PUBLIC WORKS FOR THE
PROPOSED STORMWATER FACILITIES. RED LINES SHALL SHOW THE HORIZONTAL AND VERTICAL LOCATION OF ALL
UNDERGROUND UTILITIES AS SURVEYED, BEFORE BEING BACKFILLED.
17. ONCE CONSTRUCTION IS COMPLETE, AS-BUILT PLAN CERTIFICATION SHALL BE SUBMITTED BY EITHER A PROFESSIONAL
ENGINEER OR PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF MARYLAND TO ENSURE THAT ALL
CONSTRUCTION IS IN COMPLIANCE WITH THE SPECIFICATIONS CONTAINED AND APPROVED PLANS.
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LON 25 E 4 O 3 A C K E N C T E R N E T V R I E L V LE IL L R E D LLC B U I R A D E L IN E O F 4 H T I O NV P : : 4 4 2 6 . . 0 3 3 7
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INV 45.19
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BEFORE YOU DIG CALL
1-800-257-7777
MI
SS UTIL
IT
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B
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F
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YOU
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0' 10' 20' 30'
EXISTING DEVELOPMENT PLAN
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OWNER
WOOD INGENUITY
SHORELAND PROPERTIES LLC
PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
McCRONE ENGINEERING 2 C/O RYAN ANDERSON, PLS OR
THOMAS LANYON
320 PENNSYLVANIA AVE
CENTREVILLE, MD 21617
PHONE: (410) 758-2237
4 H P A R K R O A D ( M D R T 1 8 ) STORM DRAIN SD INLETS SAW LINE
MAPPED SOIL TYPES
MAP SOIL HYDROLOGIC K-FACTOR
UNIT DESCRIPTION SOIL GROUP (WHOLE SOIL)
UNICORN SASSAFRAS LOAM,
UsB C 0.37
2 TO 5 PERCENT SLOPES
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# .VER
:ELACS
:YB
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:YB DENGISED :YB DEVORPPA
SHEET NO.:
FILE NO.:
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Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed under the laws of the State of Maryland, License No.____________, Expiration Date:____________.
of 10

E
X
E
O
P
EX. POWER POLE(S)
WITH STREET LIGHT
& GUY WIRES
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LAND OF LONE OAK CENTREVILLE LLC 2543 CENTREVILLE RD
CENTREVILLE, MD 21617 TAX #:03-005569 3 1 .5 TM. 44E G. 5 P. 1079 ' ZONING: C-3 DEED L. 03875 F. 00080
30.0'
S H O C C2 D L E R O / 1 5 5 T N E TM T E E A LN A O W E C E R X A 4 4 . O Z L D D N P D D O T N L I V 0 : # G E N I N 4 0 . O O R N I E R E L 0 - 3 5 . : G 7 5 F S E I T R E P Y T I U N E G D R E L L I V 1 6 1 2 D M , 0 6 4 4 1 0 8 0 1 . P 3 - C 3 7 2 0 0 . F 5 7 L L C
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S
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S PROP SIGN
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TAX #:03-005569 ASPHALT 1 0 0 .2 8 ' S S
TM. 44E G. 5 P. 1079 4 S D H
ZONING:
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6 O
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'
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3. 0 3
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W H C
PROP SIGN
ASPHALT BUFFER YARD: "B" 15-FT
DS
N 62°35'06"
E
39.29' D
S S S
SS
R INV 45.19 P "DELIVERY VEHICLES DS EX. GRATE INLET
ONLY" TOP:46.00
INV 44.44 (IN)
W V S INV. 44.41 (OUT)
W S
M
W
W V
S 28°42'54" W 91.70' V W W W W S 31 W °47'54" W 100.32' W W W W W W W W S 31°1 W 5'09" W 86.48' W W W V S 47°21'43" E 7.53'
S S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
CENTREVILLE ROAD (MD RT 213)
PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
W
6 4
EX. POWER POLE(S)
47
47
4 8
48 48
4 8
4 7 PROP SIGN
6
4
5 4
4
9
46
47
W W W W W 49 W W W W 0 4 8
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C
A
L
L
OWNER
BEFORE YOU DIG CALL
1-800-257-7777
S
W
H
O
O
O
R
D
E
I
L
N
A
G
N
E
D
N
P
U
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PERTIES LLC
MI
SS UTIL
IT
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PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
B
E
F McCRONE ENGINEERING O 3
R G
GRAPHIC SCALE C/O RYAN ANDERSON, PLS OR E
YOU
DI
0' 10' 20' 30' THOMAS LANYON
320 PENNSYLVANIA AVE
PROPOSED DEVELOPMENT PLAN
CENTREVILLE, MD 21617
SCALE: 1" = 10' 1 inch = 1 0 ft. PHONE: (410) 758-2237
NALP
ETIS
DESOPORP
GENERAL LEGEND
PROPERTY LINE
SANITARY MAIN SS
WATER LINE W
SEWER CLEANOUT
STORM DRAIN SD
INLETS
PARKING LOT ASPHALT AREA
MAPPED SOIL TYPES
MAP SOIL HYDROLOGIC K-FACTOR
UNIT DESCRIPTION SOIL GROUP (WHOLE SOIL)
UsB UNICORN SASSAFRAS LOAM, C 0.37 2 TO 5 PERCENT SLOPES
ENTIRETY OF VIEWPORT IS
WITHIN SOIL UsB
:ETAD
SNOISIVER
:REBMUN
BOJ
NOITPIRCSED
ETAD
# .VER
:ELACS
:YB
NWARD
:YB
DENGISED
:YB
DEVORPPA
SHEET NO.:
FILE NO.:
63x42 nalP:baT...............gwd.3
THS PORP_D_GPS_7500521D\nalP
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,SEITREPORP
DNALEROHS
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71612
DM
,ELLIVERTNEC
,DAOR
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YTIUNEGNI
DOOW
:ROF
DERAPERP
Professional Certification. I hereby certify that these
documents were prepared or approved by me, and
that I am a duly licensed
under the laws of the State of Maryland, License
No.____________, Expiration Date:____________.
of 10

EX. POWER POLE(S)
WITH STREET LIGHT
& GUY WIRES
DA
B
EX. POWER POLE
LAND OF
LONE OAK CENTREVILLE LLC 2543 CENTREVILLE RD
CENTREVILLE, MD 21617 TAX #:03-005569 TM. 44E G. 5 P. 1079 ZONING: C-3 DEED L. 03875 F. 00080
DA
W A
S
S
W
EX DRY POCKET STORM
S
S W DEVICE TO BE CONVERTED
TO ESD RAINGARDEN M-7
S W
S
EX. POWER POLE
EX. POWER POLE WITH STREET LIGHT
EX. POWER POLE
EX. SIGN SPEED LIMIT
S H O
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S S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S
CENTREVILLE ROAD (MD RT 213)
PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
W
6
4
EX. COG. INLET
TOP: 45.96
INVERT: 43.37
E X
C
U
EX. SAN MANHOLE R
B
COMMERCIAL
47
BUILDING
E X 2-STORIES CMU BLOCK .
6
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48
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U I L F E L IN O F 4 TOP: 46.37 B S E H INV: 42.03
P O S E R D : 2 , 2 E 2 : 6 4 8 . 8 5 W H IT E L A N P A R K R O A D O I I N N U V V T : : : 4 4 4 3 3 1 . . . 5 3 9 8 3 2 R O P F F 4 E L IN E X
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EX. SIGN STOP
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4
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EX. BOLLARDS
EX. SAN MANHOLE
46
EX SD
PIPE
EX. GRATE INLET
TOP:46.00
47
INV 44.44 (IN)
INV. 44.41 (OUT)
W W W W W 49 W W W W WM TO REMAIN 0 4 8
EX. FIRE HYDRANT LOCATION EX CURB W (TOWN TO INSTALL FIRE HYDRANT)
EX CURB
4 9 48
49
EX. SAN MANHOLE
C E N T
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EX 8" SAN MAIN
EX 8" SAN MAIN
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INV 45.19
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BEFORE YOU DIG CALL
1-800-257-7777
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ENGINEER/SURVEYOR
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McCRONE ENGINEERING O R G 4 GRAPHIC SCALE C/O RYAN ANDERSON, PLS OR E
YOU
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PROPOSED GRADING AND 0' 10' 20' 30' THOMAS LANYON
320 PENNSYLVANIA AVE
STORMWATER PLAN
CENTREVILLE, MD 21617
SCALE: 1" = 10'
1 inch = 1 0 ft.
PHONE: (410) 758-2237
NALP
RETAWMROTS
DNA
GNIDARG
DRAINAGE AREAS MAPPED SOIL TYPES
MAP SOIL HYDROLOGIC K-FACTOR
DRAINAGE AREA A-
UNIT DESCRIPTION SOIL GROUP (WHOLE SOIL)
OVERALL AREA: 9,830 SF OR 0.226 AC UNICORN SASSAFRAS LOAM,
UsB C 0.37
2 TO 5 PERCENT SLOPES
IMPERVIOUS AREA: 7,287 SF OR 0.167 AC
DRAINAGE AREA B-
OVERALL AREA: 8,719 SF OR 0.200 AC
IMPERVIOUS AREA: 4,776 SF OR 0.109 AC GENERAL LEGEND
PROPERTY LINE
SANITARY MAIN SS
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documents were prepared or approved by me, and
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No.____________, Expiration Date:____________.
SITE PLAN SYMBOLS
HAND AUGER- #1 (PERFORMED AUGUST 2025)
0
0- 4" TOPSOIL AND GRASS
1'
4"- 2' RED SANDY LOAM
2'
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4'
NO WATER ENCOUNTERED 5'
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W W V W W W W W W W W W V S S V
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CENTREVILLE ROAD (MD RT 213) PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
W
EX
EO
P
EX. POWER POLE(S) EX. INLET
WITH STREET LIGHT INVERT 43.34
& GUY WIRES (EXISTING)
EX. SAN MANHOLE
EX
CURB
COMMERCIAL BUILDING 2-STORY CMU BLOCK NO WINDOWS 47 EX. 6 FT SIDW ALK 4 8 47 EX CURB EX CURB EX SD PIPE EX. MAILBOX EX. POWER POLE W HITE LANE LINE
48 48
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CURB EX. SIGN E
X
EX. SIGN STOP
6 4
5
4
4 9
EX. BOLLARDS
46 EX SD PIPE EX. SAN MANHOLE
47 EX. INLET
INVERT XXX
(EXISTING)
W W W 49 W EX C/O W EX WM 0 4 8
EX CURB
EX. POWER POLE
EX. FIRE HYDRANT LOCATION
EX. POWER POLE EX CURB 4 9 EX. POWER POLE 48 WITH STREET LIGHT
49 EX. SAN MANHOLE
EX. SIGN SPEED LIMIT
C E N T
W
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N
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EX 8" SAN MAIN EX 8" SAN MAIN
E X G R A S S
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EX 8" SAN
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D O L L O
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DEVICE TO BE CONVERTED
TO ESD RAINGARDEN M-7
LO PROPOSED STANDARD D
D
LOD
LOD INLET PROTECTION
L
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AGIP
LOD LOD LOD LOD LOD LOD LOD
S H F O D N A L L S EI T R E P O R P D N A L E R O Y TI U N E G NI D O O W O/ C D R E L LI V E R T N E C 1 5 5 2 7 1 6 1 2 D M , E L LI V E R T N E C 0 6 4 4 1 0- 3 0: # X A T 0 8 0 1 . P 5 . G E 4 4 . M T 3- C : G NI N O Z 3 7 2 0 0 . F 5 7 5 4 0 . L D E E D L C
D
S D
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D S S SD
S S S D EM S E S
S D
S S
E
DS SS E
W V W
M W W V W W W W W W W W W V V S S
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CENTREVILLE ROAD (MD RT 213)
PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
SS
W
EX
EO
P
EX. POWER POLE(S) EX. INLET
WITH STREET LIGHT INVERT 43.34
& GUY WIRES (EXISTING)
EX. SAN MANHOLE
EX
CURB
COMMERCIAL BUILDING 2-STORY CMU BLOCK NO WINDOWS 47 EX. 6 FT SIDW ALK 4 8 47 EX CURB EX CURB EX SD PIPE EX. MAILBOX EX. POWER POLE W HITE LANE LINE
48 48
4 8
W HITE
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C
N
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6 4
5
4
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SWM
DEVICE
EX. BOLLARDS
46 EX SD PIPE EX. SAN MANHOLE
47 EX. INLET INVERT XXX (EXISTING)
W W W W 49 W EX C/O W EX WM 0 4 8
EX CURB EX. FIRE HYDRANT LOCATION
EX. POWER POLE
EX. POWER POLE EX CURB 4 9 EX. POWER POLE 48 WITH STREET LIGHT
49 EX. SAN MANHOLE
EX. SIGN SPEED LIMIT
C E N T
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EX 8"
SAN MAIN
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OWNER BEFORE YOU DIG CALL
1-800-257-7777
S W H O O O R D E I L N A G N E D N P U R IT O Y PERTIES LLC MI SS UTIL IT Y
PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
B
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F
McCRONE ENGINEERING O 5
GRAPHIC SCALE R G PROPOSED EROSION AND
0' 20' 40' 60'
C/O RYAN ANDERSON, PLS OR E
YOU
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SEDIMENT CONTROL PLAN THOMAS LANYON
SCALE: 1" = 20' 320 PENNSYLVANIA AVE
CENTREVILLE, MD 21617
1 inch = 2 0 ft.
PHONE: (410) 758-2237
NALP LORTNOC
TNEMIDES
DNA
NOISORE
SEQUENCE OF CONSTRUCTION
1. CONTACT THE MARYLAND DEPARTMENT OF THE ENVIRONMENT AT 1-410-901-4020 AND TOWN OF
CENTREVILLE, A MINIMUM OF TWO (2) WEEKS PRIOR TO THE START OF CONSTRUCTION TO
SCHEDULE A PRE-CONSTRUCTION MEETING.(1-DAY
2. INSTALL PERIMETER CONTROLS AROUND THE ENTIRE SITE(TEMPORARY FENCE), INSTALL SILT
FENCE AROUND THE OUT SIDE OF THE EXISTING SITE. THE FENCE LINE IS TO SERVE AS THE
WORK AREA. EXISTING PARKING AREA SHALL SERVE AS A STABILIZED CONSTRUCTION ENTRANCE.
(5-DAYS)
3. RAZE THE EXISTING BUILDING (20-DAYS) 4. ROUGH GRADE THE SITE. (1 WEEK) 5. REMOVE EXISTING ASHPALT (30-DAYS) 6. INSTALL SEWER HOUSE AND WATER HOUSE CONNECTIO. (2-WEEKS) 7. INSTALL NEW BUILDING FOUNDATION. CONSTRUCTION OF THE FIRST FLOOR WALLS OF ANY BUILDING OR STRUCTURE MAY NOT PROCEED UNTIL THE FOUNDATION HAS BEEN BACKFILLED AND ALL DISTURBED AREAS WITHIN THE LIMITS OF DISTURBANCE HAVE BEEN PERMANENTLY OR TEMPORARILY STABILIZED. A CERTIFICATE IS TO BE PROVIDED BY THE ENGINEER TO THE INSPECTOR VERIFYING THE GRADES AND RAINAGE PATTERNS SHOWN ON THE APPROVED EROSION AND SEDIMENT CONTROL PLAN HAVE BEEN OBTAINED. (2-WEEKS) 8. INSTALL PROPOSED BUILDING (120 DAYS) 9. GRADE AND ADD FILL TO REACH THE PROPOSED ELEVATIONS (2-WEEKS) 10. INSTALL PROPOSED SIDEWALK. (2-WEEKS) 11. INSTALL THE STORMWATER MANAGEMENT DEVICE. STABILIZES ALL DISTURBED AREAS, REPAIRING ANY SEDIMENT CONTROL MEASURES WHICH MAY BE DAMAGED DURING EACH WORKING DAY. ALL AREAS ARE TO BE VEGETATIVE STABILIZED PER THE 2011 MARYLAND STANDARD AND SPECIFICATIONS FOR VEGETATIVE ESTABLISHMENT. PROVIDE SEDIMENT CONTROL MEASURES, AS NEEDED, TO PREVENT SEDIMENT FROM ENTERING THE DEVICE. REINFORCE SILT FENCE AND PROVIDE FILTER FABRIC ON TOP OF DEVICE. CONTRACTOR IS TO COORDINATE WITH ENGINEER TO CERTIFY EACH STORMWATER MANAGEMENT DEVICE INSTALLATION AT TIME OF INSTALL. (2-WEEKS) 12. INTSALL NEW PAVEMENT SECTION AND MILL AND OVERLAY PARKING AREA. (1-WEEKS) 13. INSTALL LANDSCAPING (1-WEEK)
14. INSPECT AND CLEAN THE SITE OF ALL DEBRIS. (2-DAYS) 15. UPON APPROVAL OF INSPECTORS, REMOVE ALL TEMPORARY CONTROL MEASURES.(2-DAYS)
16. MAINTENANCE (ON-GOING)
GENERAL LEGEND
PROPERTY LINE
SANITARY MAIN SS WATER LINE W
SEWER CLEANOUT STORM DRAIN SD
INLETS
PARKING LOT ASPHALT AREA
LIMIT OF DISTURBANCE LINE LOD
MAPPED SOIL TYPES
MAP SOIL HYDROLOGIC K-FACTOR EXISTING EROSION AND SEDIMENT GRAPHIC SCALE
UNIT DESCRIPTION SOIL GROUP (WHOLE SOIL)
CONTROL PLAN 0' 20' 40' 60'
UNICORN SASSAFRAS LOAM,
UsB C 0.37
SCALE: 1" = 20' 2 TO 5 PERCENT SLOPES
1 inch = 2 0 ft.
ENTIRETY OF
PARCEL IS WITHIN
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Professional Certification. I hereby certify that these documents were prepared or approved by me, and that I am a duly licensed under the laws of the State of Maryland, License No.____________, Expiration Date:____________. ENTIRETY OF G PARCEL IS WITHIN N
SOIL UsB UI L D
A
I G E
BR L A AG CI E RC TOTAL AREA ONSITE LIMIT OF DISTURBANCE: 19,690 SF OR 0.45 AC M E VI AREA VEG. STABILIZED: 7,430 SF / 0.17 AC R ME AREA STRUCT. STABILIZED: 12,260 SF / 0.28 AC
O S CUT VOLUME: 100 CY CONTRACTOR IS ADVISED TO CHECK QUANTITIES CX E FILL VOLUME: 190 CY CONTRACTOR IS ADVISED TO CHECK QUANTITIES BORROW VOLUME: ±90 CY CONTRACTOR IS ADVISED TO CHECK QUANTITIES WOODLAND TO CLEARED: 0 SF / 0 AC
DEVELOPERS CERTIFICATE
_________________________________________________ ______________
QUEEN ANNE'S SOIL CONSERVATION DISTRICT DATE NOTE: THE QUEEN ANNE'S SOIL CONSERVATION DISTRICT RESERVES THE RIGHT TO ADD, DELETE, MODIFY, OR OTHERWISE ALTER THE EROSION CONTROL PROVISIONS OF THIS PLAN IN THE EVENT ADDITIONAL PROTECTION BECOMES NECESSARY.
I HEREBY CERTIFY THAT ALL THE DEVELOPMENT AND/OR CONSTRUCTION SHALL BE DONE ACCORDING TO THIS PLAN OF EROSION AND SEDIMENT CONTROL.
SIGNATURE ____M__A__R_K__ B__O_Y__L_E______________________________ DATE __9_-_3_0_-_2_0_2__5__
MARK BOYLE PRINT NAME ______________________________________________
WOOD INGENUITY
POX BOX 2001
QUEENSTOWN, MD 21658
PHONE: 443-966-3464
1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR OR THE SUBCONTRACTOR TO NOTIFY THE
ENGINEER OF ANY DEVIATION FROM THIS PLAN. ANY CHANGE MADE IN THIS PLAN WITHOUT
WRITTEN AUTHORIZATION FROM THE ENGINEER WILL PLACE RESPONSIBILITY FOR SAID CHANGE ON THE CONTRACTOR OR SUBCONTRACTOR.
2. ANY RESPONSIBLE PERSONNEL INVOLVED IN THE CONSTRUCTION PROJECT WILL HAVE A
CERTIFICATE OF ATTENDANCE AT THE DEPARTMENT OF ENVIRONMENT APPROVED TRAINING
PROGRAM FOR THE CONTROL OF SEDIMENT AND EROSION BEFORE BEGINNING THE PROJECT.
of 10

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TAX #:03-014401
TM. 44E G. 6 P. 1081
ZONING: I-1
DEED L. 00219 F. 00834
S H F O D N A L L S EI T R E P O R P D N A L E R O Y TI U N E G NI D O O W O/ C D R E L LI V E R T N E C 1 5 5 2 7 1 6 1 2 D M , E L LI V E R T N E C 0 6 4 4 1 0- 3 0: # X A T
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2543 CENTREVILLE RD CENTREVILLE, MD 21617 TAX #:03-005569 TM. Z 4 O 4 N E I N G G . 5 : C P - . 3 1079 P U 4 H P DEED L. 03875 F. 00080 V A B R L IC A M R K R P O S T IA S B P L E E A E J W D O I O R 3 D 0 A T C D M H O P ( R L M L O D E W C R T T O 1 R 8 ) H
CENTREVILLE ROAD (MD RT 213)
PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
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BEFORE YOU DIG CALL
1-800-257-7777
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ENGINEER/SURVEYOR
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PHOTOMETRIC PLAN GRAPHIC SCALE McCRONE ENGINEERING O R G 6
SCALE: 1" = 20' 0' 20' 40' 60' C/O RYAN ANDERSON, PLS OR E YOU DI
THOMAS LANYON
320 PENNSYLVANIA AVE
1 inch = 2 0 ft. CENTREVILLE, MD 21617
PHONE: (410) 758-2237
NALP
CIRTEMOTOHP
GENERAL LEGEND
PROPERTY LINE
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Professional Certification. I hereby certify that these
documents were prepared or approved by me, and
that I am a duly licensed
under the laws of the State of Maryland, License
No.____________, Expiration Date:____________.
of 10

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LAND OF LONE OAK CENTREVILLE LLC 2543 CENTREVILLE RD
CENTREVILLE, MD 21617 TAX #:03-005569
TM. 44E G. 5 P. 1079 ZONING: C-3 DEED L. 03875 F. 00080
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CENTREVILLE ROAD (MD RT 213)
PUBLIC MINOR ARTERIAL
VARIABLE WIDTH ROW
POST SPEED 35 MPH
W
W
PLANT SCHEDULE
6
4
TS 6 THUJA OCCIDENTALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE B & B 6` HT. MIN.
TG 3 THUJA STANDISHII X PLICATA 'GREEN GIANT' / GREEN GIANT ARBORVITAE B & B 6` HT. MIN.
AR 6 ACER RUBRUM / RED MAPLE B & B 2.5"
AC 6 ACER RUBRUM 'COLUMNARE' / COLUMNAR RED MAPLE B & B 2.5"
IA 9 ILEX OPACA / AMERICAN HOLLY B & B 6` HT. MIN.
LI 9 LAGERSTROEMIA INDICA / CRAPE MYRTLE B & B MULTI-STEM
BS 10 BUXUS SEMPERVIRENS / COMMON BOXWOOD 18" HEIGHT
CM 12 CONVALLARIA MAJALIS / LILY OF THE VALLEY 18" HEIGHT
HW 6 HYDRANGEA ARBORESCENS / SMOOTH HYDRANGEA 36" HEIGHT
VM 5 VIBURNUM ACERIFOLIUM / MAPLELEAF VIBURNUM 36" HEIGHT
AR2 48 AJUGA REPTANS / CARPET BUGLE 1 GALLON 24" o.c.
47
47 4 8
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4 8
4 7
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DEVICE TO BE CONVERTED
TO ESD RAINGARDEN M-7
46
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W W W W W 49 W W W W 0 4 8
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C
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OWNER
BEFORE YOU DIG CALL
1-800-257-7777
S
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PERTIES LLC
MI SS UTIL IT
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PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
B
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McCRONE ENGINEERING O 7
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GRAPHIC SCALE C/O RYAN ANDERSON, PLS OR E
YOU
DI
0' 10' 20' 30' THOMAS LANYON
PROPOSED LANDSCAPING PLAN 320 PENNSYLVANIA AVE
SCALE: 1" = 10' CENTREVILLE, MD 21617
1 inch = 1 0 ft.
PHONE: (410) 758-2237
NALP
GNIPACSDNAL
DESOPORP
LANDSCAPE CALCULATIONS
GENERAL LEGEND REQUIRED STREET TREE (145-18)
CURRENT ZONING - C-3
CENTREVILLE ROAD (MD RT 213)
PROPERTY LINE CURRENT USE: COMMERCIAL SERVICE GARAGE (DEVELOPED)
LANDSCAPE CALCULATIONS
PROPOSED USE: COMMERCIAL RETAIL SHOWROOM
SANITARY MAIN SS GROSS SITE AREA = 20,594 SF ± (0.47 AC.) R R E O Q A U D I W R A E Y S F 1 R T O R N E T E A P G E E R ( L 3 F 5 ) LF OF RO = ADWA 2 Y 48
WATER LINE W TREE UNIT PER 35 LINEAR FEET = 248/35 = 7.1 = 7
SEWER CLEANOUT CENTREVILLE ROAD (MD RT 213) ROAD FRONTAGE = FRONTAGE - DRIVEWAY
= 278 LF - 30 LF = 248 LF PLANT UNIT = 7 X 1 = 7 STREET TREES
4 H PARK ROAD (MD RT 18) ROAD FRONTAGE = FRONTAGE - DRIVEWAY
4H PARK ROAD (MD RT 18)
= 240 LF - 25 LF - 31.5 LF = 183.5 = 184 LF
LANDSCAPE CALCULATIONS
REQUIRED ON SITE LANDSCAPING (170-24)
REQUIRES 1 TREE PER 35 LF OF ROADWAY ZONING: C-3
ROADWAY FRONTAGE (LF) = 184
TREE UNIT PER 35 LINEAR FEET = 184/35 = 5.3 =5 PARKING LOT ASPHALT AREA MINIMUM REQUIRED LANDSCAPING (20% OF THE SITE) = 20,594 *20% = 4,119 SF ± (0.09 AC)
PROVIDED LANDSCAPED AREA(41.2%) = 8,494 SF ± (0.19 AC)
PLANT UNIT = 5 X 1 = 5 STREET TREES
PROP LANDSCAPE TREE REQUIRED BUFFER YARD FOR CENTREVILLE ROAD (MD RT 213) BUFFER "B" (170-42)
REQUIRED TREES
(CANOPY AND UNDERSTORY) 12 STREET TREES LANDSCAPE CALCULATIONS
9 CANOPY TREES
REQUIRES 1 PLANT UNIT PER 100 LF FRONTAGE FRONTAGE (LF) = 248 18 UNDERSTORY TREES PROP STREET TREE PLANT UNITS PER 100 LINEAR FEET = 248/100 = 2.5 70 SHRUBS
PLANT UNIT PROVIDED TREES
2.5 X 2 = 5 CANOPY TREES 9 STREET TREES
2.5 X 4 = 10 UNDERSTORY TREE 27 CANOPY AND UNDERSTORY TREES 2.5 X 10 = 25 SHRUBS 70 SHRUBS
REQUIRED BUFFER YARD FOR 4 H PARK ROAD (MD RT 18) BUFFER "B" (170-42)
LANDSCAPE CALCULATIONS
REQUIRES 1 PLANT UNIT PER 100 LF FRONTAGE
FRONTAGE (LF) = 184
PLANT UNITS PER 100 LINEAR FEET = 184/100 = 1.8 = 2 PLANT UNIT
2 X 2 = 4 CANOPY TREES 2 X 4 = 8 UNDERSTORY TREE
2 X 10 = 20 SHRUBS
SITE CONSTRAINTS AND SPECIAL CONSIDERATION REQUEST THE APPLICANT IS REQUESTING RELIEF TO LANDSCAPING REQUIREMENTS FROM THE TOWN CODE AS THE PARCEL OF LAND
IS CONSTRAINED: THE LAND BEING IRREGULARLY SHAPED AS A
TRIANGLE, INTERSECTING AT TWO MARYLAND STATE ROUTES,
EXISTING ENTRANCES OF PRIOR DEVELOPMENT ARE TO REMAIN
AND SERVE AS EGRESS & INGRESS, AND VISIBILITY FOR PUBLIC
AND PEDESTRIAN SAFETY. SURROUNDING THE INTERSECTION CORRIDOR. RELIEF WOULD BE TO PLANT AS PROVIDED.
MAPPED SOIL TYPES MAP SOIL HYDROLOGIC K-FACTOR UNIT DESCRIPTION SOIL GROUP (WHOLE SOIL)
UNICORN SASSAFRAS LOAM, UsB C 0.37 2 TO 5 PERCENT SLOPES
ENTIRETY OF PARCEL IS WITHIN
SOIL UsB
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TREE CANOPY
TYPE
VST
VST
LT
Professional Certification. I hereby certify that these
ST documents were prepared or approved by me, and
that I am a duly licensed
under the laws of the State of Maryland, License
No.____________, Expiration Date:____________.
MT
MT
REQUIRED TREE CANOPY COVERAGE (145-11) CURRENT ZONING - C-3
CURRENT USE: COMMERCIAL SERVICE GARAGE (DEVELOPED)
PROPOSED USE: COMMERCIAL RETAIL SHOWROOM
GROSS SITE AREA = 20,594 SF ± (0.47 AC.)
MINIMUM REQUIRED TREE COVERAGE (15%) = 3,089 SF ± (0.07 AC) PROVIDED TREE COVERAGE = 29,550 SF ± (0.67 AC)
LARGE TREE (LT) = 1600 SF X 6 = 9600 SF MEDIUM TREE (MT) = 900 SF X 18 = 16,200 SF
SMALL TREE (ST) = 400 SF X 6 = 2400 SF
VERY SMALL TREE (VST) = 150 SF X 9 = 1350 SF
TOTAL TREE COVERAGE PROVIDED ON SITE = 29,550 SF
PARKING AREA LANDSCAPING (138-44) REQUIREMENT MET WITH PROPOSED LANDSCAPING. PROPOSED PARKING AREA = 1758 SF PARKING AREA LANDSCAPING INCLUDED = 1758 SF/1250SF = 1.4 TREES
of 10

PLANT SCHEDULE
TS 6 THUJA OCCIDENTALIS 'SMARAGD' / EMERALD GREEN ARBORVITAE B & B 6` HT. MIN.
TG 3 THUJA STANDISHII X PLICATA 'GREEN GIANT' / GREEN GIANT ARBORVITAE B & B 6` HT. MIN.
AR 6 ACER RUBRUM / RED MAPLE B & B 2.5"
AC 6 ACER RUBRUM 'COLUMNARE' / COLUMNAR RED MAPLE B & B 2.5"
IA 9 ILEX OPACA / AMERICAN HOLLY B & B 6` HT. MIN.
LI 9 LAGERSTROEMIA INDICA / CRAPE MYRTLE B & B MULTI-STEM
BS 10 BUXUS SEMPERVIRENS / COMMON BOXWOOD 18" HEIGHT
CM 12 CONVALLARIA MAJALIS / LILY OF THE VALLEY 18" HEIGHT
HW 6 HYDRANGEA ARBORESCENS / SMOOTH HYDRANGEA 36" HEIGHT
VM 5 VIBURNUM ACERIFOLIUM / MAPLELEAF VIBURNUM 36" HEIGHT
AR2 48 AJUGA REPTANS / CARPET BUGLE 1 GALLON 24" o.c.
C
A
L
L
OWNER
BEFORE YOU DIG CALL
1-800-257-7777
S W H O O O R D E I L N A G N E D N P U R IT O Y PERTIES LLC MI SS UTIL IT Y
PO BOX 2001
QUEENSTOWN, MD 21658
ENGINEER/SURVEYOR
B
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F
McCRONE ENGINEERING O
R G C/O RYAN ANDERSON, PLS OR E
YOU
DI
8 THOMAS LANYON
320 PENNSYLVANIA AVE
CENTREVILLE, MD 21617
PHONE: (410) 758-2237
SLIATED
NALP
GNIPACSDNAL
TREE PLANTING DETAIL
NOT TO SCALE
"81
.NIM
7"MIN.
"3
"6
.NIM
** MULCH SHALL BE A
SHREDDED VARIETY
OF HARDWOOD BARK
NEVER CUT A LEADER
RUBBER HOSES 2/3 UP TREE
OR TO FIRST BRANCH
GUY WIRES
3- 2"X 2" HARDWOOD
STAKES ON ALL TREES-
SPACED 120° AROUND
TREE
TRUNK WRAPPING
(DECIDUOUS TREES ONLY)
REMOVE WRAP AFTER TREE
IS INSTALLED
TREE SHALL BEAR SAME
RELATION TO FINISHED GRADE
AS IT BORE TO PREVIOUSLY
EXISTING GRADE
2" MULCH** 5"MIN.
3" EARTH SAUCER
AROUND TREE
CUT & REMOVE BURLAP FROM
TOP 1/3 OF TREE BALL
PLANTING SOIL
6"MIN.
SCARIFY SUBSOIL 6" MIN.
SHRUB PLANTING DETAIL
NOT TO SCALE
"6
.NIM
"3 .NIM
PLANTING SPECIFICATIONS
TREES WILL BE MAINTAINED USING BEST MANAGEMENT PRACTICES; MAINTENANCE WITHIN THE FIRST TWO
YEARS AFTER PLANTING WILL INCLUDE WATERING, MULCHING AND PRUNING." TREE CANOPY
TYPE
A. MATERIALS:
VST
1. PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES, AND
GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. THEY SHALL VST
HAVE BEEN ROOT PRUNED WITHIN THE LAST TWO YEARS. THEY SHALL BE SOUND, HEALTHY AND
VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED WHEN IN LEAF. THEY SHALL BE FREE OF DISEASE,
PEST, EGGS OR LARVAE, AND SHALL HAVE A HEALTHY, DEVELOPED ROOT SYSTEM. PLANTS SHALL NOT BE
PRUNED BEFORE DELIVERY. TREES WITH A DAMAGED OR CROOKED LEADER OR MULTIPLE LEADERS, LT
ABRASIONS ON THE BARK, SUNSCALD, DISFIGURING KNOTS OR FRESH CUTS OVER 1 1/2" WILL BE
REJECTED. NO CHANGE IN QUANTITY, SIZE, KIND OR QUALITY OF PLANT SPECIFIED WILL BE PERMITTED
WITHOUT THE APPROVAL OF THE LANDSCAPE ARCHITECT/ DESIGNER. ST
2. TOPSOIL SHALL BE FERTILE, FRIABLE AND TYPICAL OF THE LOCALITY; IT SHALL BE FREE OF STONES,
LUMPS, PLANTS, ROOTS, STICKS AND SHALL NOT BE DELIVERED IN A FROZEN OR MUDDY CONDITION.
MT
3. PLANTING SOIL (BACKFILL MIX) SHALL BE FIVE PARTS TOPSOIL AND ONE PART WET LOOSE PEAT MOSS.
MT
4. STAKING MATERIALS: GUY WIRE SHALL BE PLIABLE 12 GAUGE GALVANIZED TWISTED TWO STRAND WIRE.
HOSE SHALL BE A SUITABLE LENGTH OF TWO-PLY, REINFORCED BLACK RUBBER HOSE 3/4" INCH IN
DIAMETER; STAKES SHALL CONFORM TO THE DETAIL ON THIS SHEET.
5. WRAPPING MATERIAL SHALL BE A STANDARD MANUFACTURED TREE WRAPPING PAPER, BROWN IN COLOR
WITH CRINKLED SURFACE AND FASTENED BY AN APPROVED METHOD.
B. APPLICABLE SPECIFICATIONS AND STANDARDS:
1. "STANDARDIZED PLANT NAMES," LATEST EDITION AMERICAN JOINT COMMITTEE ON HORTICULTURAL
NOMENCLATURE.
2. "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION, AMERICAN ASSOCIATION OF NURSERYMEN.
C. DIGGING AND HANDLING OF PLANT MATERIALS:
REQUIRED TREE CANOPY COVERAGE (145-11)
CURRENT ZONING - C-3
1. IMMEDIATELY BEFORE DIGGING, SPRAY ALL EVERGREEN OR DECIDUOUS PLANT MATERIAL IN FULL LEAF
CURRENT USE: COMMERCIAL SERVICE GARAGE (DEVELOPED)
WITH ANTI-DESICCANT, APPLYING AN ADEQUATE FILM OVER TRUNKS, BRANCHES, TWIGS, AND/ OR FOLIAGE. PROPOSED USE: COMMERCIAL RETAIL SHOWROOM
GROSS SITE AREA = 20,594 SF ± (0.47 AC.)
2. DIG BALL AND BURLAP (B&B) PLANTS WITH FIRM NATURAL BALLS OF EARTH, OF DIAMETER NOT LESS THAN
THAT RECOMMENDED BY AMERICAN STANDARD FOR NURSERY STOCK, AND IF SUFFICIENT DEPTH TO MINIMUM REQUIRED TREE COVERAGE (15%) = 3,089 SF ± (0.07 AC)
PROVIDED TREE COVERAGE = 29,550 SF ± (0.67 AC)
INCLUDE THE FIBROUS AND FEEDING ROOTS. PLANTS MOVED WITH A BALL WILL NOT BE ACCEPTED IF THE
BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATIONS.
LARGE TREE (LT) = 1600 SF X 6 = 9600 SF
MEDIUM TREE (MT) = 900 SF X 18 = 16,200 SF
D. EXCAVATION OF PLANTING AREAS: SMALL TREE (ST) = 400 SF X 6 = 2400 SF
VERY SMALL TREE (VST) = 150 SF X 9 = 1350 SF
1. STAKE OUT ON THE GROUND LOCATIONS FOR PLANTS AND OUTLINES OF AREA TO BE PLANTED AND TOTAL TREE COVERAGE PROVIDED ON SITE = 29,550 SF
OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT/DESIGNER BEFORE EXCAVATION IS BEGUN.
PARKING AREA LANDSCAPING (138-44)
E. PLANTING OPERATIONS: REQUIREMENT MET WITH PROPOSED LANDSCAPING.
PROPOSED PARKING AREA = 1758 SF
1. SET PLANTS AT SAME RELATIONSHIP TO FINISHED GRADE AS THEY BORE TO THE GROUND FROM WHICH PARKING AREA LANDSCAPING INCLUDED = 1758 SF/1250SF = 1.4 TREES
THEY WERE DUG. USE PLANTING SOIL TO BACKFILL APPROXIMATELY 2/3 FULL, WATER THOROUGHLY
BEFORE INSTALLING REMAINDER OF THE PLANTING SOIL TO TOP OF PIT, ELIMINATING ALL AIR POCKETS.
2. SET PLANTING PLUMB AND BRACE RIGIDLY IN POSITION UNTIL THE PLANTING SOIL HAS BEEN STAMPED
SOLIDLY AROUND THE BALL AND ROOTS. CUT ROPES OR STRINGS FROM TOP OF BALL AFTER PLANT HAS
BEEN SET. LEAVE BURLAP OR CLOTH WRAPPING INTACT AROUND BALLS. TURN UNDER AND BURY
PORTIONS OF BURLAP AT TOP OF BALL.
3. PROTECT PLANTS AT ALL TIMES FROM SUN OR DRYING WINDS. PLANTS THAT CANNOT BE PLANTED
IMMEDIATELY ON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MOSS OR
OTHER ACCEPTABLE MATERIAL AND SHALL BE KEPT WELL WATERED. PLANTS SHALL NOT REMAIN
UNPLANTED FOR LONGER THAN THREE DAYS AFTER DELIVERY.
4. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME SO AS TO DAMAGE THE BARK OR BREAK
BRANCHES. PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY.
5. MULCH ALL PITS AND BEDS WITH A THREE INCH LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH
IMMEDIATELY AFTER PLANTING AND WORK INTO THE TOP THREE INCHES OF THE PLANTING SOIL. FORM A
3" EARTH SAUCER AROUND EACH PLANT. WATER ALL PLANTS IMMEDIATELY AFTER PLANTING.
6. REMOVE ANY TREE WRAPPING FROM TRUNK FOLLOWING INSTALLATION.
F. STAKING AND PRUNING:
1. STAKING SHALL BE COMPLETED IMMEDIATELY AFTER PLANTING. PLANTS SHALL STAND PLUMB AFTER
STAKING. STAKES AND GUY WIRES SHALL BE REMOVED AT THE END OF THE GUARANTEE PERIOD AND
DEPOSITED OF OFF SITE BY THE CONTRACTOR.
2. PRUNE PLANTS AT THE TIME OF PLANTING ONLY TO REMOVE DEAD WOOD, SUCKERS, OR BROKEN
BRANCHES.
G. GUARANTEE:
ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE (1) FULL YEAR FROM THE DATE THAT THE
LANDSCAPE INSTALLATION IS ACCEPTED AS COMPLETE. PLANT MATERIAL NOT FOUND TO BE IN A
HEALTHY, VIGOROUS CONDITION AT THE BEGINNING OF THE SECOND GROWING SEASON IS TO BE
REPLACED.
H. SEEDING:
ALL AREAS REMAINING DISTURBED AFTER CONSTRUCTION, PAVING AND INSTALLATION OF THE
LANDSCAPING ARE TO SEEDED.
SEED BED PREPARATION: APPLY 25 LBS. OF 10-10-10 FERTILIZER PER 1000 SQ.FT. HARROW OR DISC INTO
SOIL TO A DEPTH OF 3-4 INCHES. APPLY PULVERIZED GROUND LIMESTONE, 50 LBS. PER 1000 SQ. FT.
SEEDING: APPLY 4.5 LBS PER 1000 SQ. FT. OF KENTUCKY 31 TALL FESCUE OR A SUITABLE COMPARABLE
MIX ON A MOIST SEED BED WITH SUITABLE EQUIPMENT.
MULCHING: IMMEDIATELY AFTER SEEDING, UNIFORMLY MULCH ENTIRE AREA WITH UNDERWEATHERED
SMALL GRAIN STRAW AT A RATE OF 1 1/2"-2" TONS PER ACRE.
FOR BEST RESULTS, SEEDING SHOULD BE PERFORMED BETWEEN MARCH 1ST AND APRIL 30TH OR AUG.
15TH TO OCT. 31ST.
TREE MAINTENANCE STATEMENT
TREES WILL BE MAINTAINED USING BEST MANAGEMENT PRACTICES; MAINTENANCE WITHIN THE FIRST TWO
YEARS AFTER PLANTING WILL INCLUDE WATERING, MULCHING AND PRUNING.
TREE PROTECTION STATEMENT
TREE PROTECTION MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL TREE PROTECTION MEASURES
SHALL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.
** MULCH SHALL BE A
SHRUB SHALL BEAR SAME RELATION TO SHREDDED VARIETY
FINISHED GRADE AS IT BORE TO
OF HARDWOOD BARK
PREVIOUSLY EXISTING GRADE
2" MULCH**
3" EARTH SAUCER
AROUND SHRUB
PLANTING SOIL
CUT AND REMOVE BURLAP
FROM TIP OF 1/3 OF BALL
SCARIFY SUBSOIL
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that I am a duly licensed
under the laws of the State of Maryland, License
No.____________, Expiration Date:____________.
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No.____________, Expiration Date:____________.
9 of 10
SLIATED
LORTNOC
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DNA
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1.5" BITUMINOUS CONCRETE SURFACE COURSE (BAND 9.5 mm)
2.0" BITUMINOUS CONCRETE BASE COURSE (BAND 19.0 mm)
8" GRADED AGGREGATE SUBBASE
(CR-6 AGGREGATE LAID AND COMPACTED IN 2
AND 1/2 LIFT. COMPACTION SHALL MEET OR
EXCEED 95% OF THE MODIFIED PROCTOR
DENSITY FOR THE MATERIAL)
COMPACTED FILL OR SUBGRADE PER GEOTECHNICAL
ENGINEER SPECIFICATION. SEE GEOTECHNICAL
ENGINEER REPORT FOR ADDITIONAL SPECIFICATIONS.
NOTE:
1. THE PAVEMENT DETAILS SHOWN ON THIS PLAN REFLECT
MINIMUM STANDARD PAVEMENT SECTIONS, THE FINAL PAVEMENT
SECTIONS SHALL BE DETERMINED BY A QUALIFIED
GEOTECHNICAL ENGINEER BASED ON ON-SITE TESTING OF THE
FINISHED SUBGRADE.
2. THROUGHOUT THE PROPOSED PAVED AREAS MUST BE
CAREFULLY AND THOROUGHLY PROOF-ROLLED, COMPACTED
AND VISUALLY MONITORED BY A GEOTECHNICAL ENGINEER OR
QUALIFIED SOILS TECHNICIAN TO DETECT ANY YIELDING OR SOFT
SOIL CONDITIONS; PARTICULARLY ALONG ANY PREVIOUSLY
INSTALLED UTILITIES.
IN THE EVENT THAT ANY UNSTABLE CONDITIONS ARE
ENCOUNTERED, THE SOFT YIELDING AREAS MUST BE MODIFIED
AND COMPACTED OR UNDERCUT TO COMPETENT MATERIALS AND
RETURNED TO DESIGN SUBGRADE ELEVATIONS WITH APPROVED
CONTROLLED COMPACTED FILL MATERIALS (SITE SOILS ARE
ACCEPTABLE FOR REUSE). PLACEMENT OF THE CONTROLLED
FILL, GRANULAR BASE, AND THE FLEXIBLE PAVEMENT SECTION
SHOULD OCCUR IMMEDIATELY AFTER THE SUBGRADE SOILS HAVE
BEEN EVALUATED AND DETERMINED SUITABLE FOR PAVEMENT
CONSTRUCTION BY A GEOTECHNICAL ENGINEER OR QUALIFIED
SOILS TECHNICIAN.
4" M.S.H.A. No. 3 Concrete
2551
RESERVED
PARKING

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No.____________, Expiration Date:____________.
10 of 10
SLIATED
ETIS
MICROBIORETENTION AND RAIN GARDEN SPECIFICATIONS
3" MULCH LAYER
1. MATERIAL SPECIFICATIONS UNIFORM AND LEVEL
THE ALLOWABLE MATERIALS TO BE USED IN MICROBIORETENTION AND RAIN GARDEN AREA ARE DETAILED IN TABLE B.4.1. OF THE MDE
MARYLAND STORMWATER DESIGN MANUAL. TOP OF BIO TEMPORARY
PONDING LEVEL
2. FILTERING MEDIA/PLANTING SOIL MIN 0.5-FT
THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS OR OTHER SIMILAR OBJECTS LARGER THAN TWO INCHES. NO
EXISTING SIDE SLOPE :
OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE MICROBIORETENTION AND RAIN GARDEN AREA THAT
MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR MAINTENANCE OPERATIONS. THE PLANTING 3:1 EXISTING
SOIL SHALL BE FREE OF BERMUDA GRASS, QUACKGRASS, JOHNSON GRASS, OR OTHER NOXIOUS WEEDS AS SPECIFIED UNDER SIDE SLOPE : 3:1
SOD
COMAR 15.08.01.05.
SIDE SLOPES 3:1
THE PLANTING SOIL SHALL BE TESTED AND SHALL MEET THE FOLLOWING CRITERIA: FOR ALL SIDES
SOIL COMPONENT - LOAMY SAND OR SANDY LOAM (USDA SOIL TEXTURAL CLASSIFICATION)
(TYP.)
ORGANIC CONTENT - MINIMUM 10% BY DRY WEIGHT (ASTM D 2974). IN GENERAL, THIS CAN BE MET WITH A MIXTURE OF
LOAMY SAND (60%-65%) AND COMPOST (35% TO 40%) OR SANDY LOAM (30%), COARSE SAND (30%), AND COMPOST (40%).
CLAY CONTENT - MEDIA SHALL HAVE A CLAY CONTENT OF LESS THAN 5%.
PH RANGE - SHOULD BE BETWEEN 5.5 - 7.0. AMENDMENTS (E.G., LIME, IRON SULFATE PLUS SULFUR) MAY BE MIXED INTO THE
SOIL TO INCREASE OR DECREASE PH. UNDISTURBED EARTH
THERE SHALL BE AT LEAST ONE SOIL TEST PER PROJECT. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST FOR PH,
AND ADDITIONAL TESTS OF ORGANIC MATTER, AND SOLUBLE SALTS. A TEXTURAL ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED
TOPSOIL. IF TOPSOIL IS IMPORTED, THEN A TEXTURE ANALYSIS SHALL BE PERFORMED FOR EACH LOCATION WHERE THE TOPSOIL
WAS EXCAVATED.
3. COMPACTION
IT IS VERY IMPORTANT TO MINIMIZE COMPACTION OF BOTH THE BASE OF THE MICROBIORETENTION AND RAIN GARDEN AREA AND THE
REQUIRED BACKFILL. WHEN POSSIBLE, USE EXCAVATION HOES TO REMOVE ORIGINAL SOIL. IF MICROBIORETENTION AND RAIN 1.0'
MSHA #57 WASHED STONE
GARDEN AREAS ARE EXCAVATED USING A LOADER, THE CONTRACTOR SHOULD USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR
LIGHT EQUIPMENT WITH TURF TYPE TIRES. USE OF EQUIPMENT WITH NARROW TRACKS OR NARROW TIRES, RUBBER TIRES WITH
LARGE LUGS, OR HIGH PRESSURE TIRES WILL CAUSE EXCESSIVE COMPACTION RESULTING IN REDUCED INFILTRATION RATES AND IS
NOT ACCEPTABLE. COMPACTION WILL SIGNIFICANTLY CONTRIBUTE TO DESIGN FAILURE.
COMPACTION CAN BE ALLEVIATED AT THE BASE OF THE MICROBIORETENTION AND RAIN GARDEN FACILITY BY USING A PRIMARY
TILLING OPERATION SUCH AS A CHISEL PLOW, RIPPER, OR SUBSOILER. THESE TILLING OPERATIONS ARE TO REFRACTURE THE SOIL
PROFILE THROUGH THE 12 INCH COMPACTION ZONE. SUBSTITUTE METHODS MUST BE APPROVED BY THE ENGINEER. ROTOTILLERS
TYPICALLY DO NOT TILL DEEP ENOUGH TO REDUCE THE EFFECTS OF COMPACTION FROM HEAVY EQUIPMENT.
RAIN GARDEN - TYPICAL CROSS SECTION
ROTOTILL 2 TO 3 INCHES OF SAND INTO THE BASE OF THE MICROBIORETENTION AND RAIN GARDEN FACILITY BEFORE BACKFILLING
THE OPTIONAL SAND LAYER. PUMP ANY PONDED WATER BEFORE PREPARING (ROTOTILLING) BASE. NOT TO SCALE
WHEN BACKFILLING THE TOPSOIL OVER THE SAND LAYER, FIRST PLACE 3 TO 4 INCHES OF TOPSOIL OVER THE SAND, THEN ROTOTILL
THE SAND/TOPSOIL TO CREATE A GRADATION ZONE. BACKFILL THE REMAINDER OF THE TOPSOIL TO FINAL GRADE.
WHEN BACKFILLING THE MICROBIORETENTION AND RAIN GARDEN FACILITY, PLACE SOIL IN LIFTS 12” TO 18”. DO NOT USE HEAVY
EQUIPMENT WITHIN THE BIORETENTION AND RAIN GARDEN BASIN. HEAVY EQUIPMENT CAN BE USED AROUND THE PERIMETER OF THE
BASIN TO SUPPLY SOILS AND SAND. GRADE MICROBIORETENTION AND RAIN GARDEN MATERIALS WITH LIGHT EQUIPMENT SUCH AS A
COMPACT LOADER OR A DOZER/LOADER WITH MARSH TRACKS.
4. PLANT MATERIAL
SEE STORMWATER MANAGEMENT PLANTING PLAN (THIS SHEET) FOR SPECIFIED PLANT MATERIAL.
5. PLANT INSTALLATION
COMPOST IS A BETTER ORGANIC MATERIAL SOURCE, IS LESS LIKELY TO FLOAT, AND SHOULD BE PLACED IN THE INVERT AND OTHER
LOW AREAS. MULCH SHOULD BE PLACED TO A UNIFORM THICKNESS OF 2” TO 3”. SHREDDED HARDWOOD MULCH IS THE ONLY
ACCEPTED MULCH. PINE MULCH AND WOOD CHIPS WILL FLOAT AND MOVE TO THE PERIMETER OF THE MICROBIORETENTION AND RAIN
GARDEN AREA DURING A STORM EVENT AND ARE NOT ACCEPTABLE. SHREDDED MULCH MUST BE WELL AGED (6 TO 12 MONTHS) FOR
ACCEPTANCE.
ROOT STOCK OF THE PLANT MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT AND ON-SITE STORAGE. THE PLANT ROOT BALL
SHOULD BE PLANTED SO 1/8TH OF THE BALL IS ABOVE FINAL GRADE SURFACE. THE DIAMETER OF THE PLANTING PIT SHALL BE AT
LEAST SIX INCHES LARGER THAN THE DIAMETER OF THE PLANTING BALL. SET AND MAINTAIN THE PLANT STRAIGHT DURING THE
ENTIRE PLANTING PROCESS. THOROUGHLY WATER GROUND BED COVER AFTER INSTALLATION.
TREES SHALL BE BRACED USING 2” BY 2” STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING SEASON ONLY. STAKES ARE TO
BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL.
GRASSES AND LEGUME SEED SHOULD BE DRILLED INTO THE SOIL TO A DEPTH OF AT LEAST ONE INCH. GRASS AND LEGUME PLUGS
SHALL BE PLANTED FOLLOWING THE NON-GRASS GROUND COVER PLANTING SPECIFICATIONS.
THE TOPSOIL SPECIFICATIONS PROVIDE ENOUGH ORGANIC MATERIAL TO ADEQUATELY SUPPLY NUTRIENTS FROM NATURAL CYCLING.
THE PRIMARY FUNCTION OF THE BIORETENTION AND RAIN GARDEN STRUCTURE IS TO IMPROVE WATER QUALITY. ADDING
FERTILIZERS DEFEATS, OR AT A MINIMUM, IMPEDES THIS GOAL. ONLY ADD FERTILIZER IF WOOD CHIPS OR MULCH ARE USED TO
AMEND THE SOIL. ROTOTILL UREA FERTILIZER AT A RATE OF 2 POUNDS PER 1000 SQUARE FEET.
6. MISCELLANEOUS
THE BIORETENTION AND RAIN GARDEN FACILITY MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED

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DATE:
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YTIUNEGNI
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WOOD INGENUITY CENTREVILLE SHOWROOM

DEPARTMENT OF PUBLIC WORKS
Queen
312 Safety Drive
Anne’s Centreville, MD 21617
County T e le phone: (410) 758-0925
Fax: (410) 758-3341
County Commissioners:
www.qac.org
James J. Moran, At Large
Jack N. Wilson, Jr., District 1
J. Patrick McLaughlin, District 2
Philip L. Dumenil, District 3
Christopher M. Corchiarino, District 4
DATE: August 6, 2025
TO: Town of Centreville
FROM: Trey Porter
RE: Project Name: Shoreland Properties LLC - Wood Ingenuity
QAC File #: Grading Permit TBD
Requesting: Site Plan Approval
Meeting Date: Town PC 8/20/2025
See also: “Wharton, Franklin” Stormwater Review 2003
Background:
Proposed development of a 0.47 acre parcel located on the corner of 4H Park Road (MD Rt. 18) and Centreville Rd (MD
Rt. 213). The applicant proposes redeveloping the existing commercial site with a new commercial site. The last site plan
included regulatory stormwater management that met the standards at the time (2003). The County Department of Public
Works authority is limited to stormwater management.
STORMWATER MANAGEMENT/ROADS:
Stormwater Management Report Comments:
1. This development must comply with stormwater regulations under the Stormwater Management Act of 2007.
Effective May 4, 2010, the Act requires implementing Environmental Site Design (ESD) to the maximum extent
practicable (MEP) thus ensuring that structural practices are used only where absolutely necessary. ESD relies on
integrating site design, natural hydrology and smaller, nonstructural controls to manage stormwater and maintain
as nearly as possible, predevelopment runoff characteristics. The ESD practices selected for incorporation with
this development shall to the greatest extent possible, mimic natural hydrologic runoff characteristics and
minimize the impact of land development on water resources.
2. Submit for engineering review a stormwater management plan. Plan shall be of sufficient detail for a
comprehensive evaluation of the proposed stormwater management system and shall demonstrate the following:
a. General drainage patterns on the property,
b. Location/condition of existing conveyances/culverts and whether facilities are adequate to convey runoff
from the site,
c. Anticipated location and dimensions of all proposed impervious surfaces (structures, decks/patios,
walk/driveways, etc),
d. Selection, location and adequacy of all stormwater practices to be used,
e. Design plan/profiles for selected stormwater facilities,
f. Perpetual Maintenance guidelines, and
g. Narrative that describes the passage of post-development runoff and how ESD will be implemented to the
MEP.

3. It is proposed that existing site impervious, approximately 53%, exceeds 40% and the proposed development
thereby be classified as Redevelopment. Design parameters direct the following for redevelopment:
a. Reduce impervious area within LOD by at least 50%
b. Implement ESD to the MEP for at least 50% existing impervious within LOD
c. Apply combination of a & b above.
4. There appears to be adequate area to locate appropriate stormwater management on this site. The existing dry
pond is not consistent with Environmental Site Design (ESD) and must be converted to an ESD feature or the
regulatory treatment volume must be treated elsewhere, on site.
5. Calculations must be provided that demonstrate both the regulatory, Redevelopment treatment required, and the
treatment provided.
6. Describe the outfall’s downstream adequacy in terms of both the 10-year capacity and safe conveyance of the
100-year post-developed storm event.
Plan Review Comments:
1. No new stormwater management was shown on the plans.
2. The current note #11, that reads “stormwater management is an existing on-site Environmental Site Design
device,” must be revised and corrected. The existing stormwater management feature is a dry pond. This
predates current ESD regulation. ESD will be required, but the reduced Redevelopment standard applies.
General Comments:
1. We will review the engineer’s construction cost estimate upon receipt.
2. Provide the following documents when submittal is made for final approval & signature:
a. Cover letter specifically responding to comments provided herein, including sheet references.
b. Plat and/or plans signed/sealed by engineer or land surveyor.
c. Executed stormwater MIA w/associated plat, if applicable.
d. SWM Completion Form(s).
e. SWM Surety w/auto renewal clause (125%) & inspection fee (8%).
3. Given that there appears to be adequate area for stormwater management (ESD), and that there is at least one
existing gravity outfall into the public storm drain system, we can recommend conditional site plan approval,
subject to the applicant and his/her/their engineer coordinating with the Queen Anne’s County DPW for SWM
approval prior to grading permit approval.
4. The applicant must be aware that proceeding with the Town’s site plan approval, without stormwater
management approval, includes risk. Should the resulting stormwater design cause site plan changes, the
approved site plan may need to return to the Town for an amended site plan approval.
5. Copies of final, approved plans shall be delivered as follows:
a. Engineering/Roads: 1 full-size set of plans and 1 CD w/.pdf files of plans, SWM Completion Form, MIA
& SWM Report
b. Owner: 1 CD w/.pdf files and 1 paper copy (minimum)
RECOMMENDATION:
Conditional Final Approval is recommended subject to the above comments being addressed prior to grading permit
approval.
S:\DPW\COMMON\DevelopmentProjects\Centreville_Shoreland Properties\QAC DPW Comment Memo_2025.08.06.docx