SUBMITTED TO:
The Maryland-National Capital Park and Planning Commission
4625 OLD
Prince George’s County Planning Department Environmental Planning Section
BRANCH AVENUE FOREST STAND DELINEATION January 2019
14741 Governor Oden Bowie Drive Upper Marlboro, Maryland 20772
Prepared By:
Richard Hammond (CV Inc)
Forest Stand Delineation 4625 Old Branch Avenue January 2019
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Forest Stand Delineation 4625 Old Branch Avenue January 2019
TABLE OF CONTENTS SUMMARY
3
SITE LOCATION
3
EXISTING ENVIRONMENTAL CONDITIONS
4
Soils
4
Rare, Threatened, and Endangered Species
4
Land Use
4
Hydrology and Wetlands
5
FOREST STAND DELINEATION METHODOLOGY
5
FOREST STAND DESCRIPTION
5
Forest Stand A
5
Forest Stand B
6
SPECIMEN TREES
6
CONCLUSIONS
7
REFERENCES
8
APPENDIX A – SITE MAPS APPENDIX B – SOIL REPORT APPENDIX C – FOREST STAND DATA AND STRUCTURE ANALYSIS SHEETS APPENDIX D – AGENCY CORRESPONDENCE APPENDIX E – QUALIFICATIONS APPENDIX F – PHOTOGRAPHIC DOCUMENTATION APPENDIX G – NATURAL RESOURCE INVENTORY 2
Forest Stand Delineation 4625 Old Branch Avenue January 2019
FOREST STAND DELINEATION REPORT SUMMARY The Maryland Forest Conservation Act of 1991 was created to protect the remaining forests within the state of Maryland in order to maintain the quality of life for its residents. The first step in preservation is taking an inventory of existing site conditions by conducting a Forest Stand Delineation (FSD). These delineations determine the most suitable and practical areas for conservation of forest resources during the development review process (Natural Resource Article 5-1604 of the FCA, 1991). FSDs are preformed by a Qualified Professional to the standards required by state and local statutes. This FSD was completed in January 2019, in compliance with the Prince George’s County Environmental Technical Manual (September 2010). Field work was performed by Richard Hammond on January 8th, 2019. The procedures used in this FSD satisfy the requirements of the Prince George’s County Environmental Technical Manual, as administered by the Maryland-National Capital Park and Planning Commission, Prince George’s County Planning Department. Procedures outlined in the Prince George’s County Environmental Technical Manual were used to define sampling methods and strategies. The Old Branch site is approximately 1.64 acres in size and is zoned for Commercial use (Zoning category C-O). The field investigation resulted in the delineation of 0.56 acres of forested land on the property. The forested portion of the stand is delineated into one (1) forest stand: Stand A – Mature Sweetgum – Tulip Poplar. Zero (0) specimen trees were delineated on site. No rare, threatened, or endangered species were found during the field review. This narrative includes a description of each stand, documentation of vegetation on-site, site geography and physiography, stand data sheets, and a completed FSD Checklist.
SITE LOCATION The project site is located on a tract of land at 4625 Old Branch Avenue, Marlow Heights, MD 20748 Prince George’s County and adjacent to a Beech Road and Old Branch Avenue as well as the intersection of Beech Road and Branch Avenue. Approximately a third of the site is forested, while the remaining 2/3rds consist of a former Sun Trust Bank and associated parking. The site is bordered to the North by a small stretch of Old Branch Avenue, to the West by Beech Road, to the South by Cube Smart Storage, and to the East by County Park Land (Old Branch Park). Table 1 summarizes accompanying location and acreage data for the site.
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Forest Stand Delineation 4625 Old Branch Avenue January 2019
TABLE 1: LOCATION DATA FOR FSD PROJECT AREA Site Address 4625 Old Branch Avenue, Marlow Heights, MD 20748 GPS Location (Lat, Long) 38.8277, -76.9286 ADC Map 31B8 Map 5650 Total Tract Acreage 1.64 Total Forested Acreage 0.56 Physiographic province Atlantic Coastal Plain Land Resource Region Northern Atlantic Slope Diversified Farming Region (LRR S) Major Land Resource Area Northern Coastal Plain (149A) Watershed Middle Potomac (DNR #021402010797)
EXISTING ENVIRONMENTAL CONDITIONS Topography on site varies in elevation from 190 (NGVD 29) feet above mean sea level (AMSL) to 161 (NGVD 29) feet ASML at the lowest point. There are no regulated water resources present on the site, however Henson Creek is adjacent to the property in Old Branch Park. Inspection of the Federal Emergency Management Agency’s (FEMA) Flood Insurance Rate Map for this location (24033C0235E) determined there is a FEMA 100-year floodplain area within the vicinity of this property along the Eastern edge of the property. A floodplain request performed by Prince George’s County Department of Permitting, Inspections, and Enforcement (DPIE) determined a floodplain delineation was required with an approximate floodplain elevation of 158.5 feet (NAVD 88) (Approximately equal to 159.32 in NGVD 29). A floodplain delineation has not been approved, but with the elevations the FEMA floodplain would fall outside of the property boundaries. Soils According to the NRCS Web Soil Survey, three (3) soil types are present on the subject property. The following table lists the soil symbols, soil names, K-factors, hydrologic soil groups, drainage classes, and hydric rating of the soils on-site.
Symbol CxD Px UdaF
TABLE 2: SOIL INFORMATION Hydrologic K-Factor Soil Group
Name Croom-Marr-Urban Land complex, 5 to 15 percent slopes Potobac-Issue complex, frequently flooded Udorthents, highway, 0 - 65 percent slopes
0.15
C
0.28
B/D
Drainage Class
Hydric Rating
Well Drained
Not Hydric
Poorly Drained
Not Hydric
Well Drained
Not Hydric
Rare, Threatened, and Endangered Species The Maryland Department of Natural Resources Natural Heritage Program was contacted to determine if the presence of rare, threatened, or endangered species has been reported on the site (Appendix D). A response was received, stating that there are no rare, threatened, or endangered species within the vicinity of the site. 4
Forest Stand Delineation 4625 Old Branch Avenue January 2019 Land Use The Old Branch property is a previously developed property that consists of a former Sun Trust Bank, associated parking, and a smaller area of forested land (0.56 Acres). The property is bound by Roadways to the North and West, Parkland to the East, and a Self-Storage Facility to the South. Old Branch Avenue runs along the Northern edge while Beech Road runs along the Western edge. The Maryland Historical Trust were both contacted. A response was received from The Maryland Historical Trust stating that there are no historical features on site or within the vicinity. Hydrology and Wetlands A wetland study was performed on the site on December 27th, 2017 by Eric Hostetter of American Land Concepts (ALC) to submit a Joint Permit Application with MDE. The study concluded that hydric soils, wetland hydrology, and hydrophytic vegetation were not present on site and therefor wetlands are not present. Field observation on January 8th, 2019 was in line with these conclusions. There were no areas of hydrophytic vegetation, hydric soils, or wetland hydrology. Wetlands are not present on site.
FOREST STAND DELINEATION METHODOLOGY Prior to conducting the FSD, aerial photographs, environmental, and topographic maps were reviewed to determine possible stand boundaries, anthropogenic and environmental (i.e. wetlands, streams, etc.) features, and a sampling strategy for the site. The Prince George’s County Environmental Technical Manual requires a minimum of one (1) 1/10-acre plot per four (4) acres of forest stand area, a minimum of two (2) plots per forest stand, and a minimum of three (3) plots for the total forested area. A total of five (5) plots were pre-selected by random generation. Pre-selected points were adjusted in the field to ensure representative sampling of all forest stands on site. A 10-factor tree gauge was used to calculate the basal area of trees in each plot and the overall forest stand density. Diameter tape was used to determine the diameter at breast height (DBH) of trees. The FSD also determined the percent of canopy, understory, herbaceous, and invasive species cover at each sample plot. Any specimen trees 1 were identified and asses for their overall condition (Poor, Fair, Good, Excellent) 2 with their locations marked on the NRI plan. The information collected in the field was used to determine successional stage and assign a forest structure value 3 for each stand to aid in evaluating the overall value, health, and retention of each stand.
1 A specimen tree is defined as a tree with a diameter-at-breast height (DBH) of 30 inches or greater; trees having 75% or more of the DBH of the current champion of that species; or a particularly impressive or unusual example of a species due to its size, shape, age, or any other trait that epitomizes the character of the species (M-NCPPC, 2010). Sizes and locations of MD county champion trees can be found at http://mdbigtrees.com/ 2 Tree condition was assessed using the Maryland-National Capital Park and Planning Commission’s (M-NCPPC) Environmental Technical Manual for Prince George’s County, Maryland (M-NCPPC, 2010, Appendix A – 12) 3 Forest structure value was assessed for each stand using the Maryland – National Capitol Park and Planning Commission’s (M-NCPPC) “Environmental Technical Manual” for Prince George’s County, Maryland (M-NCPPC, 2010, Forest Stand Structure Analysis Form, Appendix A – 1)
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Forest Stand Delineation 4625 Old Branch Avenue January 2019
FOREST STAND DESCRIPTION Stand A (Mature Sweetgum – Tulip Poplar) Forest Stand A encompasses approximately 24,431.80 square feet (0.56 acres) of the property and consists of mature Sweetgum and Tulip Poplar (Liquidamber styraciflua and Liriodendron tulipifera.). The stand is located on the eastern portion of the property. The forest stand has a ‘Medium’ priority for preservation. The forest stand has an estimated density of 100 trees/ac and a basal area of 122 sf/ac. Approximately 10% of the stand consists of observed invasive species, however as field work was conducted in early January this may be higher in other parts of the year. The dominant canopy structure of Forest Stand A consists of Sweetgum (Liquidamber styraciflua) and Tulip Poplar (Liriodendron tulipifera). Other species present within the canopy consist of American Sycamore (Platanus occidentalis), Red Oak (Quercus rubra), Bradford Pear (Pyrus calleryana), and American Elm (Ulmus americana). Common understory species include American Holly (Ilex opaca), Sweetgum, Bradford Pear, and Multiflora Rose (Rosa multiflora). Herbaceous species include Sweetgum, Bradford Pear, English Ivy (Hedera helix), Multiflora Rose, Wild Ginger (Asarum canadense), Wild Strawberry (Fragaria vesca), Greenbriar (Smilax rotundifolia), Grapevine (Vitis spp.), Poison Ivy (Toxicodendron radicans), Wintergreen (Gaultheria procumbens), and Carex spp. Invasive species included Bradford Pear, Multiflora Rose, and English Ivy.
SPECIMEN TREES Zero specimen trees were identified on site.
CONCLUSIONS The property consists of one (1) stand. Stand A is a Mid Successional Mature Sweetgum – Tulip Poplar stand with a ‘Medium’ priority for preservation and a ‘Medium’ priority for restoration. The herbaceous layer and invasive species cover were both low and this could be attributed to the time of year that field work was conducted (Early January). The property consists of zero (0) specimen trees. No wetlands or waters of the U.S. were found on site.
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Forest Stand Delineation 4625 Old Branch Avenue January 2019
REFERENCES Ericson, Tod, Howell, Ginger Page. 1997. State Forest Conservation Technical Manual. Maryland Department of Natural Resources. Annapolis, Maryland. Prince George’s County Staff, 2010. Environmental Technical Manual. Prince George’s County Department of Planning and Zoning. Upper Marlboro, Maryland. NRCS Staff. USDA – Natural Resources Conservation Service, United States Department of Agriculture. Plants Database. Available online at http://plants.usda.gov. Soil Survey Staff. Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nrcs.usda.gov/ . U.S. Fish & Wildlife Staff. U.S. Fish and Wildlife – National Wetlands Inventory. Wetlands Mapper. Available online at http://www.fws.gov/wetlands/data/mapper.html. USGS Staff. U.S. Department of the Interior, U.S. Geologic Survey. USGS Topo Quadrangles – Maps for America. Available online at http://nationalmap.gov/ustopo/index.html Prince George’s County GIS Department. PG ATLAS. Prince George’s County Department of Planning and Zoning, M-NCPPC. Upper Marlboro, Maryland.
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APPENDIX A SITE MAPS
National Flood Hazard Layer FIRMette
Legend
38°49'53.38"N
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
76°56'1.54"W
Without Base Flood Elevation (BFE) Zone A, V, A99
With BFE or Depth Zone AE, AO, AH, VE, AR
SPECIAL FLOOD HAZARD AREAS
Regulatory Floodway
0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone X Future Conditions 1% Annual Chance Flood Hazard Zone X Area with Reduced Flood Risk due to Levee. See Notes. Zone X Area with Flood Risk due to Levee Zone D
OTHER AREAS OF FLOOD HAZARD NO SCREEN
OTHER AREAS
Effective LOMRs
Zone D
Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall B 8
20.2 17.5
Cross Sections with 1% Annual Chance Water Surface Elevation Coastal Transect Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary Coastal Transect Baseline Profile Baseline Hydrographic Feature Digital Data Available No Digital Data Available
MAP PANELS
Zone X
Area of Undetermined Flood Hazard
GENERAL STRUCTURES
OTHER FEATURES
Area of Minimal Flood Hazard
Unmapped
Ü
The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards
0
250
500
1,000
1,500
Feet 2,000
1:6,000
38°49'25.35"N
76°55'24.08"W
USGS The National Map: Orthoimagery. Data refreshed October, 2017.
The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 1/9/2019 at 10:39:43 AM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes.
Image Provided By ESRI Street Map
Boundaries are approximate
STREET MAP 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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SITE VICINITY MAP 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL SITE MAP 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
N
AutoGiants.com
Residential
Residential Wooded Land
Approximate Property Boundaries
Cube Smart
Wooded Land
Google Earth
Froehling & Robertson, Inc. Engineering • Environmental • Geotechnical 3015 Dumbarton Road Richmond, Virginia 23228-5831 I USA T 804.264.2701 I F 804.266.1275
SITE OBSERVATION MAP 4625 Old Branch Ave Temple Hills, MD
Project No.:
54V-0214
Scale:
NTS
Date:
27-Oct-17
Drawn:
HSB
Checked:
HSB
Drawing No.:
1
Image Provided By EDR Aerials
Boundaries are approximate
AERIAL - 1937 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1949 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1952 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1957 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1960 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1963 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1970 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1981 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1988 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1995 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 1998 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2000 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2002 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2005 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2006 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2007 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2009 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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AERIAL - 2011 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1899 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
Image Provided By EDR USGS Topographic Maps
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TOPO MAP - 1900 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1906 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1945 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1951 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1956 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
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TOPO MAP - 1965 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
Image Provided By EDR USGS Topographic Maps
Boundaries are approximate
TOPO MAP - 1971 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
Image Provided By EDR USGS Topographic Maps
Boundaries are approximate
TOPO MAP - 1979 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
Image Provided By EDR USGS Topographic Maps
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TOPO MAP - 2014 4625 OLD BRANCH AVENUE 4625 Old Branch Avenue Temple Hills, Maryland 20748 PREPARED FOR: PROJ. MGR: DRAWN BY: Hillary Battle
DATE: 10/17/2017 PROJ. #: 54V-0214
APPENDIX B SOILS REPORT
United States Department of Agriculture
Natural Resources Conservation Service
A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants
Custom Soil Resource Report for
Prince George's County, Maryland 4625 Old Branch
January 7, 2019
Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.gov/wps/ portal/nrcs/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require
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alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.
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Contents Preface.................................................................................................................... 2 How Soil Surveys Are Made..................................................................................5 Soil Map.................................................................................................................. 8 Soil Map................................................................................................................9 Legend................................................................................................................10 Map Unit Legend................................................................................................ 11 Map Unit Descriptions.........................................................................................11 Prince George's County, Maryland................................................................. 13 CxD—Croom-Marr-Urban land complex, 5 to 15 percent slopes................13 Px—Potobac-Issue complex, frequently flooded.........................................15 UdaF—Udorthents, highway, 0 to 65 percent slopes.................................. 17 References............................................................................................................18
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How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2006). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil
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Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and
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Custom Soil Resource Report identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately.
7
Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit.
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332530
332540
332550
332560
332570
332580
332590
332600
332610
332620
332630
332640
332650
332660
332670
332680
4299450
332520
4299440
38° 49' 40'' N
4299340
Soil Map may not be valid at this scale.
38° 49' 36'' N
332520
332530
332540
332550
332560
332570
332580
332590
332600
Map Scale: 1:802 if printed on A landscape (11" x 8.5") sheet.
N
Meters 60 Feet 0 35 70 140 210 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84 0
10
20
332610
332620
332630
332640
332650
332660
332670
332680 76° 55' 38'' W
332510 76° 55' 46'' W
38° 49' 36'' N
4299340
4299350
4299350
4299360
4299360
4299370
4299370
4299380
4299380
4299390
4299390
4299400
4299400
4299410
4299410
4299420
4299420
4299430
4299430
4299440
38° 49' 40'' N
76° 55' 38'' W
76° 55' 46'' W
Custom Soil Resource Report Soil Map
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Custom Soil Resource Report
MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp
MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:12,000.
Spoil Area Stony Spot Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale.
Other Special Line Features Water Features Streams and Canals Transportation
Please rely on the bar scale on each map sheet for map measurements.
Rails Interstate Highways
Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857)
US Routes Major Roads
Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required.
Local Roads Background Aerial Photography
Mine or Quarry Miscellaneous Water
This product is generated from the USDA-NRCS certified data as of the version date(s) listed below.
Perennial Water Rock Outcrop
Soil Survey Area: Prince George's County, Maryland Survey Area Data: Version 16, Sep 11, 2018
Saline Spot Sandy Spot
Soil map units are labeled (as space allows) for map scales 1:50,000 or larger.
Severely Eroded Spot Sinkhole
Date(s) aerial images were photographed: 22, 2017
Slide or Slip Sodic Spot
May 3, 2015—Feb
The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident.
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Custom Soil Resource Report
Map Unit Legend Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CxD
Croom-Marr-Urban land complex, 5 to 15 percent slopes
1.4
92.0%
Px
Potobac-Issue complex, frequently flooded
0.1
5.6%
UdaF
Udorthents, highway, 0 to 65 percent slopes
0.0
2.5%
1.5
100.0%
Totals for Area of Interest
Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or
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Custom Soil Resource Report landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example.
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Custom Soil Resource Report
Prince George's County, Maryland CxD—Croom-Marr-Urban land complex, 5 to 15 percent slopes Map Unit Setting National map unit symbol: 2p2b8 Elevation: 10 to 370 feet Mean annual precipitation: 30 to 50 inches Mean annual air temperature: 46 to 59 degrees F Frost-free period: 175 to 220 days Farmland classification: Not prime farmland Map Unit Composition Croom and similar soils: 45 percent Marr and similar soils: 30 percent Urban land: 20 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Croom Setting Landform: Interfluves, hillslopes, knolls Landform position (two-dimensional): Shoulder Landform position (three-dimensional): Nose slope, head slope, side slope Down-slope shape: Linear Across-slope shape: Linear Parent material: Gravelly fluviomarine deposits Typical profile Ap1 - 0 to 1 inches: gravelly sandy loam Ap2 - 1 to 9 inches: gravelly sandy loam Bt1 - 9 to 13 inches: very gravelly clay loam Bt2 - 13 to 30 inches: extremely gravelly sandy clay loam Bt3 - 30 to 54 inches: extremely gravelly sandy clay loam BCt - 54 to 66 inches: extremely gravelly sandy clay loam BC - 66 to 80 inches: extremely gravelly coarse sandy loam Properties and qualities Slope: 5 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high (0.20 to 0.57 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: Low (about 3.1 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 6e Hydrologic Soil Group: C Hydric soil rating: No
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Custom Soil Resource Report
Description of Marr Setting Landform: Interfluves, knolls Landform position (three-dimensional): Side slope, head slope, nose slope, interfluve Down-slope shape: Convex Across-slope shape: Convex Parent material: Loamy fluviomarine deposits Typical profile Ap - 0 to 4 inches: fine sandy loam Bt1 - 4 to 25 inches: fine sandy loam Bt2 - 25 to 57 inches: sandy clay loam BC - 57 to 76 inches: loamy fine sand Properties and qualities Slope: 5 to 15 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.20 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water storage in profile: High (about 9.2 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Hydric soil rating: No Description of Urban Land Setting Landform: Flats Down-slope shape: Linear Across-slope shape: Linear Parent material: Human transported material Properties and qualities Slope: 5 to 15 percent Depth to restrictive feature: 10 inches to Runoff class: Very high Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8s Hydrologic Soil Group: D Hydric soil rating: No Minor Components Dodon Percent of map unit: 5 percent
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Custom Soil Resource Report Landform: Knolls, interfluves Landform position (two-dimensional): Backslope Down-slope shape: Convex, linear Across-slope shape: Convex, linear Hydric soil rating: No
Px—Potobac-Issue complex, frequently flooded Map Unit Setting National map unit symbol: 2ndy1 Elevation: 0 to 250 feet Mean annual precipitation: 40 to 50 inches Mean annual air temperature: 52 to 58 degrees F Frost-free period: 180 to 210 days Farmland classification: Not prime farmland Map Unit Composition Potobac and similar soils: 70 percent Issue and similar soils: 25 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Potobac Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Typical profile A - 0 to 8 inches: loam Bg - 8 to 17 inches: loam Cg1 - 17 to 39 inches: sandy loam Cg2 - 39 to 59 inches: very gravelly coarse sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: About 0 to 10 inches Frequency of flooding: Frequent Frequency of ponding: Frequent Available water storage in profile: Moderate (about 6.4 inches)
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Custom Soil Resource Report
Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: B/D Hydric soil rating: Yes Description of Issue Setting Landform: Flood plains Down-slope shape: Linear Across-slope shape: Linear Parent material: Loamy alluvium Typical profile Ap - 0 to 4 inches: silt loam Bw - 4 to 19 inches: loam Bg1 - 19 to 30 inches: fine sandy loam Bg2 - 30 to 58 inches: fine sandy loam Ab - 58 to 70 inches: silt loam Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Somewhat poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: About 10 to 20 inches Frequency of flooding: Occasional Frequency of ponding: None Available water storage in profile: High (about 9.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 5w Hydrologic Soil Group: B/D Hydric soil rating: No Minor Components Lenni, undrained Percent of map unit: 5 percent Landform: Depressions on fluviomarine terraces Landform position (three-dimensional): Tread Hydric soil rating: Yes
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Custom Soil Resource Report
UdaF—Udorthents, highway, 0 to 65 percent slopes Map Unit Setting National map unit symbol: 2ndvg Mean annual precipitation: 40 to 50 inches Mean annual air temperature: 52 to 57 degrees F Frost-free period: 180 to 210 days Farmland classification: Not prime farmland Map Unit Composition Udorthents, highway, and similar soils: 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Udorthents, Highway Setting Parent material: Human transported material Properties and qualities Slope: 0 to 65 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Very high Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8 Hydric soil rating: No
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References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard D2487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/national/soils/?cid=nrcs142p2_054262 Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/?cid=nrcs142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service. National forestry manual. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/soils/ home/?cid=nrcs142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service. National range and pasture handbook. http://www.nrcs.usda.gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid=stelprdb1043084
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Custom Soil Resource Report United States Department of Agriculture, Natural Resources Conservation Service. National soil survey handbook, title 430-VI. http://www.nrcs.usda.gov/wps/portal/ nrcs/detail/soils/scientists/?cid=nrcs142p2_054242 United States Department of Agriculture, Natural Resources Conservation Service. 2006. Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http://www.nrcs.usda.gov/wps/portal/nrcs/detail/national/soils/? cid=nrcs142p2_053624 United States Department of Agriculture, Soil Conservation Service. 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/nrcs142p2_052290.pdf
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APPENDIX C FOREST STAND DATA AND STRUCTURE ANALYSIS SHEETS
9:;<=>ÿ@ABCD<ÿED:>ÿ9F<DGÿHA>Aÿ@I<<> 012341567 4625 Old Branch
58 9ÿ 7 A 0 25 7 1
01438149ÿ 67RH 0 25ÿ 471/10 AC
85471/8/2019
4ÿ 8 ÿ2 ÿ 144 ÿ 5% ÿ 8!3 4ÿ3 25
8 8 ÿ 148ÿ ÿ 8 147ÿÿ 160
144ÿ 34 4 ÿ2 ÿ 144 2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 12304$ÿ9 % #2404$ÿ9 % ./2.804$9 % .J21404$ÿ9 % (ÿ5/$ÿ9 % 12 ÿ02 5 2
258
Sycamore
2
2
T. Poplar
2
Sweetgum
8
Elm
1
3
* 5ÿ2 ÿ 2!!2 ÿ7 941 5216ÿ 34 4 ÿ5621/6
American Holly, Sweetgum
* 5ÿ2 ÿ 41 8 42 ÿ 34 4 ÿ/6256 Carex spp., Wild Strawberry, Grapevine, Greenbriar
* 5ÿ2 ÿ+ ,8 ,4ÿ 34 4
1
9
1
1
258 ÿ ! 41ÿ2 ÿ 144 ÿ341ÿ 4ÿ 8 ! 41ÿ2 ÿ 58 9 "ÿ9489ÿ 5144 ÿ#$ÿ9 %ÿ21ÿ "148541 . .//ÿ 0ÿ 8!3 4 7
2
2
10
1
15
1
1
-ÿ 8 236ÿ 2,418"4
& '
258
-ÿ+ ,8 ,4ÿ 2,41
& '
90 60 90 85 70 79 15
-ÿ7 941 5216ÿ 2,41ÿ5621/6
& ' 25 30 20
258
5
258
10 10 10 10
-ÿ 41 8 42 ÿ'2296ÿ 2,41ÿ/6256
ÿ & '
15 15 21 60 40 50 60 50
258
52
0 25ÿ 4 2 8 ÿ 58"47ÿÿÿÿÿÿÿÿÿÿÿÿ
Multiflora Rose, English Ivy
2!!4 5 7 Prepared in Early January, Lots of Trash, Downed Woody Debris 258 ÿ ! 41ÿ2 ÿ5144ÿ 34 4 (#$74 %445))ÿ2 ÿ)) 2.KÿL ÿ3ÿ 08"4ÿ. " 5Kÿ1/./
9:;<=>ÿ@ABCD<ÿED:>ÿ9F<DGÿHA>Aÿ@I<<> 012341567 4625 Old Branch
58 9ÿ 7 A 0 25 7
01438149ÿ 67RH 0 25ÿ 471/10 AC
2
85471/8/2019
4ÿ 8 ÿ2 ÿ 144 ÿ 5% ÿ 8!3 4ÿ3 25
8 8 ÿ 148ÿ ÿ 8 147ÿÿ 120
144ÿ 34 4 ÿ2 ÿ 144 2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 12304$ÿ9 % #2404$ÿ9 % ./2.804$9 % .J21404$ÿ9 % (ÿ5/$ÿ9 % 12 ÿ02 5 2 T. Poplar
1
Sweetgum
3
Bradford Pear
258 ÿ ! 41ÿ2 ÿ 144 ÿ341ÿ 4ÿ 8 ! 41ÿ2 ÿ 58 9 "ÿ9489ÿ 5144 ÿ#$ÿ9 %ÿ21ÿ "148541 . .//ÿ 0ÿ 8!3 4 7
Poison Ivy, Carex spp, Wild Ginger, Wintergreen
2
1 2
5 1
1
1
4
2
1
* 5ÿ2 ÿ 2!!2 ÿ7 941 5216ÿ 34 4 ÿ5621/6 * 5ÿ2 ÿ 41 8 42 ÿ 34 4 ÿ/6256
258
-ÿ 8 236ÿ 2,418"4
& '
3
8 3
258
-ÿ+ ,8 ,4ÿ 2,41
& '
70 50 80 90 80 74 5
-ÿ7 941 5216ÿ 2,41ÿ5621/6
& '
258
258
15 10 10 10 10
-ÿ 41 8 42 ÿ'2296ÿ 2,41ÿ/6256
ÿ & '
258
15 15 20 35 35 24 30 70 15 15 20 30
* 5ÿ2 ÿ+ ,8 ,4ÿ 34 4
0 25ÿ 4 2 8 ÿ 58"47ÿÿÿÿÿÿÿÿÿÿÿÿ
Bradford Pear
2!!4 5 7Prepared in Winter 258 ÿ ! 41ÿ2 ÿ5144ÿ 34 4 (#$7 3 %445))ÿ2 ÿ)) 2.KÿL ÿ3ÿ 08"4ÿ. " 5Kÿ1/./
9:;<=>ÿ@ABCD<ÿED:>ÿ9F<DGÿHA>Aÿ@I<<> 012341567 4625 Old Branch
58 9ÿ 7 A 0 25 7 3
01438149ÿ 67RH 0 25ÿ 471/10 AC
85471/8/2019
4ÿ 8 ÿ2 ÿ 144 ÿ 5% ÿ 8!3 4ÿ3 25
8 8 ÿ 148ÿ ÿ 8 147ÿÿ 80
144ÿ 34 4 ÿ2 ÿ 144 2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 ÿ2 ÿ 144 12304$ÿ9 % #2404$ÿ9 % ./2.804$9 % .J21404$ÿ9 % (ÿ5/$ÿ9 % 12 ÿ02 5 2
258
Sweetgum
2
2
Bradford Pear
258 ÿ ! 41ÿ2 ÿ 144 ÿ341ÿ 4ÿ 8 ! 41ÿ2 ÿ 58 9 "ÿ9489ÿ 5144 ÿ#$ÿ9 %ÿ21ÿ "148541 . .//ÿ 0ÿ 8!3 4 7
2
2
2
* 5ÿ2 ÿ 2!!2 ÿ7 941 5216ÿ 34 4 ÿ5621/6
Bradford Pear, Multiflora Rose, Sweetgum
* 5ÿ2 ÿ 41 8 42 ÿ 34 4 ÿ/6256
-ÿ 8 236ÿ 2,418"4
& ' 50 70 10 50
* 5ÿ2 ÿ+ ,8 ,4ÿ 34 4
258
-ÿ+ ,8 ,4ÿ 2,41
& '
258
10 38 10 10 10 10 10 10
-ÿ7 941 5216ÿ 2,41ÿ5621/6
Bradford Pear, Wild Strawberry, & ' Carex spp.
4
2
258
-ÿ 41 8 42 ÿ'2296ÿ 2,41ÿ/6256
ÿ & '
258
10 10 20 10 20 14 10 10 10 25 20 15
0 25ÿ 4 2 8 ÿ 58"47ÿÿÿÿÿÿÿÿÿÿÿÿ
Bradford Pear, Multiflora Rose
2!!4 5 7Prepared in Winter 258 ÿ ! 41ÿ2 ÿ5144ÿ 34 4 (#$7 2 %445))ÿ2 ÿ)) 2.KÿL ÿ3ÿ 08"4ÿ. " 5Kÿ1/./
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58 9ÿ 7 A 0 25 7 4
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85471/8/2019
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8 8 ÿ 148ÿ ÿ 8 147ÿÿ 140
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1
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T. Poplar
2
2
Elm
1 2
Red Oak
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258
1
3
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& '
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258
25 24
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English Ivy
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3
T. Poplar
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258
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WETLAND DETERMINATION DATA FORM – Atlantic and Gulf Coastal Plain Region Project/Site: 4625 Old Branch Avenue
City/County: Prince George's County State: MD
Applicant/Owner: Investigator(s): NSS
Section, Township, Range:
Landform (hillslope, terrace, etc.): Hillslope Subregion (LRR or MLRA): MLRA 149A
Local relief (concave, convex, none): Concave Lat:
Sampling Date: 12/27/17 Sampling Point: 1 Slope (%): 5
Long:
Datum: NWI classification:
Soil Map Unit Name: Are climatic / hydrologic conditions on the site typical for this time of year? Yes X
No
(If no, explain in Remarks.)
Are Vegetation
, Soil
, or Hydrology
significantly disturbed?
Are “Normal Circumstances” present? Yes X
Are Vegetation
, Soil
, or Hydrology
naturally problematic?
(If needed, explain any answers in Remarks.)
No
SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present?
Yes
No X
Hydric Soil Present?
Yes
No X
Wetland Hydrology Present?
Yes
No X
Is the Sampled Area within a Wetland?
Yes
No X
Remarks:
HYDROLOGY Secondary Indicators (minimum of two required)
Wetland Hydrology Indicators: Primary Indicators (minimum of one is required; check all that apply)
Surface Soil Cracks (B6)
Surface Water (A1)
Aquatic Fauna (B13)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2)
Marl Deposits (B15) (LRR U)
Drainage Patterns (B10)
Saturation (A3)
Hydrogen Sulfide Odor (C1)
Moss Trim Lines (B16)
Water Marks (B1)
Oxidized Rhizospheres along Living Roots (C3)
Dry-Season Water Table (C2)
Sediment Deposits (B2)
Presence of Reduced Iron (C4)
Crayfish Burrows (C8)
Drift Deposits (B3)
Recent Iron Reduction in Tilled Soils (C6)
Saturation Visible on Aerial Imagery (C9)
Algal Mat or Crust (B4)
Thin Muck Surface (C7)
Geomorphic Position (D2)
Iron Deposits (B5)
Other (Explain in Remarks)
Shallow Aquitard (D3)
Inundation Visible on Aerial Imagery (B7)
FAC-Neutral Test (D5)
Water-Stained Leaves (B9)
Sphagnum moss (D8) (LRR T, U)
Field Observations: Surface Water Present?
Yes
No
Depth (inches):
Water Table Present?
Yes
No
Depth (inches):
Wetland Hydrology Present? Saturation Present? Yes No Depth (inches): (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Yes
No X
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region – Version 2.0
VEGETATION (Four Strata) – Use scientific names of plants. Tree Stratum (Plot size: 1. Liquidambar styraciflua
Sampling Point: 1
Absolute Dominant Indicator % Cover Species? Status 40 Y FAC
)
2. Liriodendron tulipifera 3. Quercus rubra
10
Y
FACU
10
Y
FACU
4. Quercus palustris 5. Ailanthus altissima
10
Y
FACW
10
Y
FACU
6. Pyrus calleryana
5
Y
UPL
Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC:
5
(A)
Total Number of Dominant Species Across All Strata:
13
(B)
Percent of Dominant Species That Are OBL, FACW, or FAC:
38
(A/B)
Prevalence Index worksheet:
7.
Total % Cover of:
8.
x1=
FACW species
x2=
FAC species
x3=
FAC
FACU species
x4= x5= (A)
= Total Cover 50% of total cover:
20% of total cover:
Sapling/Shrub Stratum (Plot size: 1. Liquidambar styraciflua
) 20
Y
Multiply by:
OBL species
2. Lindera benzoin 3. Ailanthus altissima
20
Y
FACW
UPL species
10
Y
FACU
Column Totals:
4. Pyrus calleryana
10
Y
UPL
5.
(B)
Prevalence Index = B/A = Hydrophytic Vegetation Indicators:
6.
1 - Rapid Test for Hydrophytic Vegetation
7.
2 - Dominance Test is >50%
8.
3 - Prevalence Index is ≤3.0 = Total Cover 50% of total cover:
Herb Stratum (Plot size: 1. Hedera helix
1 1
Problematic Hydrophytic Vegetation (Explain)
20% of total cover:
)
1
5
Y
UPL
2.
Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Definitions of Four Vegetation Strata:
3.
Tree – Woody plants, excluding vines, 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height.
4. 5. 6.
Sapling/Shrub – Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall.
7. 8.
Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.
9. 10.
Woody vine – All woody vines greater than 3.28 ft in height.
11. 12. = Total Cover 50% of total cover: Woody Vine Stratum (Plot size: 1. Smilax smallii 2. Toxicoscordion radicans
20% of total cover: ) 10
Y
FACU
10
Y
FAC
3. 4. 5. = Total Cover 50% of total cover:
20% of total cover:
Hydrophytic Vegetation Present?
Yes
No X
Remarks: (If observed, list morphological adaptations below).
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region – Version 2.0
Sampling Point: 1
SOIL
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth (inches)
Matrix Color (moist)
%
Redox Features 1 Color (moist) % Type
Loc
2
Texture
0-6
10YR 2/1
Loam
6-12
10YR 3/6
Loam
1
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Hydric Soil Indicators: (Applicable to all LRRs, unless otherwise noted.) Histosol (A1) Histic Epipedon (A2) Black Histic (A3) Hydrogen Sulfide (A4) Stratified Layers (A5) Organic Bodies (A6) (LRR P, T, U) 5 cm Mucky Mineral (A7) (LRR P, T, U) Muck Presence (A8) (LRR U) 1 cm Muck (A9) (LRR P, T) Depleted Below Dark Surface (A11) Thick Dark Surface (A12) Coast Prairie Redox (A16) (MLRA 150A) Sandy Mucky Mineral (S1) (LRR O, S) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Dark Surface (S7) (LRR P, S, T, U) Restrictive Layer (if observed):
Remarks
2
Location: PL=Pore Lining, M=Matrix. 3 Indicators for Problematic Hydric Soils :
Polyvalue Below Surface (S8) (LRR S, T, U) 1 cm Muck (A9) (LRR O) Thin Dark Surface (S9) (LRR S, T, U) 2 cm Muck (A10) (LRR S) Loamy Mucky Mineral (F1) (LRR O) Reduced Vertic (F18) (outside MLRA 150A,B) Loamy Gleyed Matrix (F2) Piedmont Floodplain Soils (F19) (LRR P, S, T) Depleted Matrix (F3) Anomalous Bright Loamy Soils (F20) Redox Dark Surface (F6) (MLRA 153B) Depleted Dark Surface (F7) Red Parent Material (TF2) Redox Depressions (F8) Very Shallow Dark Surface (TF12) Marl (F10) (LRR U) Other (Explain in Remarks) Depleted Ochric (F11) (MLRA 151) 3 Iron-Manganese Masses (F12) (LRR O, P, T) Indicators of hydrophytic vegetation and Umbric Surface (F13) (LRR P, T, U) wetland hydrology must be present, Delta Ochric (F17) (MLRA 151) unless disturbed or problematic. Reduced Vertic (F18) (MLRA 150A, 150B) Piedmont Floodplain Soils (F19) (MLRA 149A) Anomalous Bright Loamy Soils (F20) (MLRA 149A, 153C, 153D)
Type: Depth (inches):
Hydric Soil Present?
Yes
No X
Remarks:
US Army Corps of Engineers
Atlantic and Gulf Coastal Plain Region â&#x20AC;&#x201C; Version 2.0
APPENDIX D AGENCY CORRESPONDENCE
CV, Inc.
1395 Piccard Drive Suite 370 Rockville, Maryland 20850 Ph: (301) 637.2510 Fax: (240) 252.5612
www.CVInc.com
November 15, 2018 Ms. Lori Byrne MD DNR – Wildlife Services Tawes State Office Building, E-1 580 Taylor Avenue Annapolis, Maryland 21404 Re:
4625 Old Branch Ave, Temple Hills Prince George’s County, Maryland
Dear Ms. Byrne: CV Inc is preforming a Forest Stand Delineation for the above referenced property in Temple Hills, Prince George’s County, Maryland. A Vicinity map of the site is enclosed for your reference. We would appreciate receiving any information you can provide through your environmental review process. If you have any questions or require any additional information, please do not hesitate to call (301) 637-2510. Thank you for your time and effort. Sincerely,
Richard Hammond Landscape Architect/Planner CV, Inc.
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911 1 7 1 1 8 !" #$!%"5&' 2()68*+(1
03103
United States Department of the Interior FISH AND WILDLIFE SERVICE Chesapeake Bay Ecological Services Field Office 177 Admiral Cochrane Drive Annapolis, MD 21401-7307 Phone: (410) 573-4599 Fax: (410) 266-9127 http://www.fws.gov/chesapeakebay/ http://www.fws.gov/chesapeakebay/endsppweb/ProjectReview/Index.html
In Reply Refer To: Consultation Code: 05E2CB00-2019-SLI-0362 Event Code: 05E2CB00-2019-E-00807 Project Name: 4625 Old Branch Ave
November 20, 2018
Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. This species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat.
11/20/2018
Event Code: 05E2CB00-2019-E-00807
2
A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): ▪ Official Species List ▪ USFWS National Wildlife Refuges and Fish Hatcheries ▪ Wetlands
11/20/2018
Event Code: 05E2CB00-2019-E-00807
1
Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Chesapeake Bay Ecological Services Field Office 177 Admiral Cochrane Drive Annapolis, MD 21401-7307 (410) 573-4599
11/20/2018
Event Code: 05E2CB00-2019-E-00807
Project Summary Consultation Code: 05E2CB00-2019-SLI-0362 Event Code:
05E2CB00-2019-E-00807
Project Name:
4625 Old Branch Ave
Project Type:
DEVELOPMENT
Project Description: Developer would like to redevelop site as a gas station. The site had formerly housed a bank. It is located adjacent to sensitive areas within county park land. Project Location: Approximate location of the project can be viewed in Google Maps: https:// www.google.com/maps/place/38.827421968543476N76.92845530270979W
Counties: Prince George's, MD
2
11/20/2018
Event Code: 05E2CB00-2019-E-00807
3
Endangered Species Act Species There is a total of 0 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries1, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. 1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce.
Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION.
11/20/2018
Event Code: 05E2CB00-2019-E-00807
1
USFWS National Wildlife Refuge Lands And Fish Hatcheries Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA.
11/20/2018
Event Code: 05E2CB00-2019-E-00807
Wetlands Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section 404 of the Clean Water Act, or other State/Federal statutes. For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District. Please note that the NWI data being shown may be out of date. We are currently working to update our NWI data set. We recommend you verify these results with a site visit to determine the actual extent of wetlands on site. THERE ARE NO WETLANDS WITHIN YOUR PROJECT AREA.
1
CV, Inc.
1395 Piccard Drive Suite 370 Rockville, Maryland 20850 Ph: (301) 637.2510 Fax: (240) 252.5612
www.CVInc.com
November 19, 2018 Ms. Beth Cole Maryland Historical Trust 100 Community Place, 3rd Floor Crownsville, MD 21032 Re:
4625 Old Branch Ave, Temple Hills Prince Georgeâ&#x20AC;&#x2122;s County, Maryland
Dear Ms. Cole, CV Inc is preparing an FSD for the above referenced property in Temple Hills, Prince Georgeâ&#x20AC;&#x2122;s County, Maryland. As part of this process, we are requesting any information you may have on the presence of historic or cultural resources onsite. A complete package including Aerial Photography, USGS Quad Map, a Vicinity Map, and tax account information is included. The site has previously been developed, and previously had a Sun Trust Bank on the property. The owner would like to demolish the existing structure and build a WaWa Gas Station. The property is adjacent to Park Land and environmentally sensitive areas. If you have any questions or require any additional information, please do not hesitate to call (301) 637-2510. Thank you for your time and effort. Sincerely,
Richard Hammond Landscape Architect/Planner CV, Inc.
Floodplain Information Request Form INSTRUCTIONS: ‐
Complete enclosed form
‐ ‐
Submit topography and boundary with drainage area map that defines the total drainage area to streams and culverts. Email form (in the original MS Word format) and exhibits (in a pdf format) to the below contacts Mail $52.5 ($50 + 5% technology fee) check payable to “Prince George’s County Government” and mail to the attention of both of the below contacts (public governmental entities are exempt from fee). Submit fees online for online cases.
‐
Reynaldo De Guzman, P.E., Chief Engineer Site/Road Plan Review Division (SRPRD) Prince George's County DPIE 9400 Peppercorn Place, suite 230 Largo, MD 20774 Tel: 301‐636‐2060
CONTACTS: Salman Babar, MSc, CFM, Engineer Utilities/SRPRD Prince George's County DPIE 9400 Peppercorn Place, Suite 230 Largo, MD 20774 Direct: 301‐ 636‐2063 e‐mail: subabar@co.pg.md.us
INFORMATION ON PROPERTY (TO BE COMPLETED BY REQUESTOR) Subdivision: ‐‐‐‐‐‐ Silver Hill Industrial Center Lot: ‐‐‐‐‐‐ Block: ‐‐‐‐‐‐ Street Address: 4625 Old Branch Ave, Marlow Heights, MD 20748. Tax Account ID(s): 0604686 Stream: Henson Creek Owner: Marlow Heights Branch LLC
Parcel: G
REQUESTOR’S INFORMATION (TO BE COMPLETED BY REQUESTOR) Name: Company: Address: Telephone Number: Email:
Ankit Thakar CV,Inc 1395 Piccard Drive, Suite 370, Rockville, MD, 20850. 301 637 2510 athakar@cvinc.com
RESPONSE (TO BE COMPLETED BY DPIE STAFF) Date In: DPIE Processor: 12/17/2018 SALMAn Inquiry ?: Research ?: X X Zone: Community Panel: AE Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) Information Map Revised: Road Atlas Page: Grid: Stream: Henson Creek Approximate Elevation: 158.5' NAVD88 including 1' freeboard. Comments:
FEMA floodplain governs. Floodplain delineation approval required. PLEASE NOTE THAT, REGARDLESS OF WHETHER A FLOODPLAIN STUDY WAS FOUND FOR THE REFERENCED PROPERTY OR NOT A 100‐YEAR FLOODPLAIN DELINEATION APPROVAL IS REQUIRED FOR PROJECTS WHERE THE STREAM(S) OR CHANNEL(S) HAVE A DRAINAGE AREA OF 50 ACRES OR GREATER. Date Out: Total: 1/9/2018
9400 Peppercorn Place, 2nd Floor, Largo, Maryland 20774 Phone: 301.636.2060 http://dpie.mypgc.us Fax: 301.636.2069
APPENDIX E QUALIFICATIONS
APPENDIX F PHOTOGRAPHIC DOCUMENTATION
Plot #1 – Facing West
Plot #2 – Downed Woody Debris
Plot #3
Plot #4 â&#x20AC;&#x201C; Facing East
Plot #5 â&#x20AC;&#x201C; Facing North
Existing Structure
LEGEND
SITE STATISTICS Property Boundary
PoA(C/D)
GROSS TRACT AREA EXISTING 100-YEAR FLOODPLAIN EXISTING WOODLAND IN FLOODPLAIN EXISTING WOODLAND IN NET TRACT EXISTING WOODLAND TOTAL EXISTING PMA REGULATED STREAMS
Existing Soils
PrB(C/D)
1.64 acres (71,491.85 sq.ft.) 0.00 acres 0.00 acres 0.56 acres (24,431.80 sq.ft.) 0.56 acres (24,431.80 sq.ft.) 0.00 acres 0.00 l.f.(0.00 sq.ft.)
NORTH
CRZ CRZ
Specimen Tree (ST-#)and Critical Root Zone
Z CR
>15% slopes
Existing Treeline
P1
VICINITY MAP:
EX PA ISTI RK NG IN G
Forest Stand Data Plot
GENERAL NOTES
1. THIS SITE IS ZONED C-O AND IS LOCATED IN THE DEVELOPED TIER AS DEFINED IN THE APPROVED GENERAL PLAN. Underground Water Line
Stand A
2. THE SOURCE OF THE PROPERTY BOUNDARIES ON THIS PLAN IS FROM A SURVEY DATED AUG. 20, 2018 AND PERFORMED BY CV INC.
Forest Stand Boundary
Stand B
3. THE TOPOGRAPHY SHOWN ON THIS PLAN IS FROM A SURVERY DATED AUG. 20, 2018 AND PERFORMED BY CV INC.
EX BU ISTI ILD NG IN G
4. THE SOURCE OF THE SOILS INFORMATION ON THIS PLAN IS FROM THE USDA NRCS WEB SOIL SURVEY (WSS) IN A CUSTOM SOIL RESOURCE REPORT FOR AN AREA OF INTEREST (AOI) ESTABLISHED FOR THE STUDY SITE ONLY AND GENERATED ON JAN. 7, 2019. 5. THE COUNTY REGULATED 100-YEAR FLOODPLAIN ON THIS PLAN IS FROM A DELINEATION PREPARED BY CV INC AND APPROVED BY DPIE (FPS 201905 APPROVED JAN. 23, 2019).
Primary Management Area
6. NO WETLANDS OR STREAMS ARE LOCATED ON-SITE AS FIELD VERIFIED BY ERIC HOSTETTER OF AMERICAN LAND CONCEPTS ON DEC 27, 2017. 7. THIS SITE IS NOT WITHIN A SENSITIVE SPECIES PROTECTION REVIEW AREA BASED ON A REVIEW OF THE SSPRA GIS LAYER PREPARED BY THE HERITAGE AND WILDLIFE SERVICE, IN A LETTER DATED DEC. 11, 2018 THE MARYLAND DEPARTMENT OF NATURAL RESOURCE NATURAL HERITAGE PROGRAM HAS DETERMINED THAT THERE ARE NO SENSITIVE SPECIES LOCATED NEAR THE PROPERTY. 8. THE SITE DOES NOT INCLUDE POTENTIAL FOREST INTERIOR DWELLING SPECIES HABITAT. E CA XIS DR NOP TING IV Y E A ST TEL -TH ND RU LE RU CT R UR ES
9. THE SITE IS NOT SUBJECT TO A PREVIOUSLY APPROVED TCP. 10. THERE ARE ZERO (0) SPECIMEN, CHAMPION, AND/OR HISTORIC TREES LOCATED ON THE PROPERTY. 11.MARLBORO CLAY AND CHRISTIANA COMPLEX ARE NOT FOUND TO OCCUR ON OR WITHIN THE VICINITY OF THIS PROPERTY. 12. THE SITE DOES NOT CONTAIN WETLANDS OF SPECIAL STATE CONCERN AS DEFINED IN COMAR 26.23.06.01. 13. THE SITE DOES NOT CONTAIN A TIER II WATERBODY AS DEFINED IN COMAR 26.08.02.04 14. THE SITE IS NOT LOCATED WITHIN A STRONGHOLD WATERSHED AS ESTABLISHED BY MD DNR.
P1
EX PA ISTI RK NG IN G
15. THERE ARE NO SCENIC OR HISTORIC ROADS LOCATED ON OR ADJACENT TO THE PROPERTY. 16. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN A REGISTERED HISTORIC DISTRICT. 17. THERE ARE NO KNOWN ARCHEOLOGICAL SITES LOCATED ON THE SUBJECT PROPERTY; HOWEVER, THE SUBJECT PROPERTY HAS NOT BEEN SURVEYED FOR ARCHELOGICAL RESOURCES AND A PHASE I ARCHEOLOGY REPORT MAY BE REQUIRED DURING SUBSEQUENT DEVELOPMENT REVIEW PROCESS. 18. THE SITE IS LOCATED IN THE VICINITY OF BRANCH AVENUE, A MASTER PLANNED ARTERIAL ROADWAY THAT IS REGULATED FOR NOISE. A NOISE STUDY MAY BE REQUIRED DURING SUBSEQUENT DEVELOPMENT REVIEW PROCESSES 19. THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE 2008 AIR INSTALLATION COMPATIBLE USE ZONE (AICUZ) STUDY FOR ANDREWS AIR FORCE BASE. 20. THE SITE IS NOT LOCATED WITHIN AN AVIATION POLICY AREA (APA). 21. THE SITE IS NOT LOCATED WITHIN THE CHESAPEAKE BAY CRITICAL AREA (CBCA).
P2
22. AN APPROVED NRI IS VALID FOR FIVE YEARS FROM THE DATE OF SIGNATURE BY STAFF, OR UNTIL INFORMATION USED TO PREPARE THE NRI CHANGES. NRIS WILL BE REQUIRED TO BE REVISED AND RE-APPROVED IF THE BASE INFORMATION CHANGES SIGNIFICANTLY. APPROVAL OF THIS NRI IN NO WAY IMPARTS ANY OTHER DEVELOPMENT APPLICATION APPROVAL.
P5
P4
SOILS DATA Symbol
Soil Name
K-Factor Drainage Class
CxD
Croom-Marr Urban Land Complex, 5 - 15% Slopes
0.15
Well Drained
C
Not Hydric
Potobac-Issue Complex, frequently flooded
0.28
Poorly Drained
B/D
Not Hydric
Px
G L IN FAL T IS T EX OU M SW
UdaF
Udorthents, Highway, 0-65% slopes
Hydrologic Hydric Rating Soils Group
Well Drained
Not Hydric
NO WETLANDS OR STREAMS WERE IDENTIFIED ONSITE. NO SPECIMEN TREES WERE IDENTIFIED ON SITE.
P3 FOREST STAND SUMMARY TABLE: Forest Stand Number
QUALIFIED PROFESSIONAL CERTIFICATION
A
1. Dominant species/ Codominant Sweetgum, Tulip Poplar species 2. Successional Stage Early to Mid 3. Basal Area in s.f. per acre 122 4. Size class of dominant species 10-17.9" DBH 5. Percent of canopy closure 64.2% 6. Number of tree species per acre 4 Bradford Pear, Sweetgum 7. Common Understory Species 20.4% 8. % of Understory 3'-20' 9. # of woody plant species 3'-20' 4 Wild Strawberry, Carex spp, 10. Common herbaceous species Wintergreen, Multiflora Rose 0'-3' 11. % of herbaceous species 0'-3' 27.2% ~10% - English Ivy, 12. List of major invasive plant Bradford Pear, & Multiflora Rose species and cover 13. # of standing dead trees > 6" 4
This complies with the current requirements of Prince George's County Code and the Environmental Technical Manual.
M-NCPPC Prince George's Planning Department Environmental Planning Sections NATURAL RESOURCES INVENTORY APPROVAL NRI-009-2019 Staff Signature
FOREST STAND DESCRIPTION FOREST STAND A - 0.56 acres - Sweetgum - Tulip Poplar - Early to Mid Successional - Priority Retention - Medium Total Woodland On-Site - 0.56 acres Total Site Acreage - 1.64 acres
FOREST ANALYSIS AND PRIORITIES SUMMARY TABLE: STAND
A
Structure (Out of 20) 9
Condition (Out of 20) 13
Location (Out of 20) 15
Signed Total (Out of 60) 37
Priority For Preservation Medium
Priority For Restoration
Date
Richard J. Hammond CV Inc 1395 Piccard Drive Suite 370 Rockville, MD 20850
Medium
MARLOW HEIGHTS BRANCH LLC
Initial Approval
Date
3/1/2019
01 Revision 02 Revision
4625 OLD BRANCH AVE
CV , IN C .
NATURAL RESOURCE INVENTORY PLAN
20171155