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TECHNICAL MEMORANDUM
Date: February 1, 2017
To: Beau Breeden, President CSCIA, and CSCIA Board Members
From: Joe Berg/ Ed Morgereth, Biohabitats, Inc.
RE: Cape St. Claire Capital Improvement Projects for Beaches and Parks
Biohabitats Project No. 16013.01
Subject: Shoreline Enhancement and Restoration Planning for Seven Sites
Introduction 
Cape St. Claire is an unincorporated community in Anne Arundel County, Maryland.  The population of 
the community was approximately 7,000 people in the 2010 census.  Cape St. Claire is bounded to the 
east by the Little Magothy River, to the north by the Magothy River, to the west by Deep Creek, and to 
the south by College Parkway. U.S. Route 50 runs to the south of the community, leading west 7 miles 
(11 km) to Annapolis and east 3 miles (5 km) to the Chesapeake Bay Bridge.  The community has a total 
area of 2.5 square miles (6.5 km2
), of which 2.0 square miles (5.2 km2
) is land and 0.54 square miles 
(1.4 km2
) or 20.72%, is water. 
The area that was to become Cape St. Claire was mostly farmland until the 1940s. The River Bay 
Company platted the community of Cape St. Claire on June 14, 1949. The community was envisioned 
and sold as a summer retreat for residents of Washington, D.C. and Baltimore. In April 1989 the Anne 
Arundel County Council approved the formation of the Cape St. Claire Special Community Benefits 
District (SCBD). The SCBD allows the community to establish a taxing district. The taxes are collected by 
the county government (as part of property tax) and are then turned over to the Cape St. Claire 
Improvement Association (CSCIA) to administer as voted on by the property owners in the community. 
This special benefits district has allowed the community to purchase additional common property, build 
a specially‐designated fishing/crabbing pier, make improvements to community assets, and hire off‐duty 
county police for additional security. 
  Statement of purpose: 
Reduce the degradation of the beach, improve ecological conditions at Lake Claire, and 
improve conditions in significant natural areas around the community 
  Summary of what was completed: 
Biohabitats evaluated 7 sites and developed generalized action plans for each. 
Biohabitats then presented this information to the community in a public meeting, 
revised the approach for Site 1 (Public Beach) based on feedback, and then scheduled 
and participated in a pre‐application site visit with the Maryland Department of the 
Environment, Tidal Wetlands Division, and Maryland Department of Natural Resources 
support staff. 
Approach 
The Cape St Claire Board proposed seven sites for consideration as potential ecological restoration and 
enhancement sites (Figure 1 – Overview Map). The following provides descriptions of these sites.  
Site 1. The initial concept for Main Beach was a hybrid beach protection design developed by 
community members. This included a 4‐6 acre area of floating oyster cages intended to attenuate waves 
before the waves reached the beach.  In addition, an array of oyster Reef Balls™ beachward of the 
floating oyster wave attenuator would further work to reduce wave energy before it reaches the beach.  
In addition to the physical barriers to wave energy, both the floating oyster cages and the submerged 
oyster Reef Balls™ have additional benefits, including: 
 oyster production with potential financial benefit to the community,  
 oyster filtering which provides improved water quality, 
 growth of aquatic life on the submerged oyster Reef Balls™,  
 increased aquatic resources, and  
 increased sedimentation off the main beach which would further reduce wave energy 
and increase beach protection year after year, assuming these measures stayed in place. 
After the public presentation of this approach and based on community feedback, the Board decided to 
go in another direction.  The feedback included a concern that the suggested approach did not have the 
engineering certainty of a rock breakwater and groin approach. No one had been identified to manage 
maintenance of the floating oyster system, and there were concerns the anchoring system would fail 
during large storms for which maintenance and repair are beyond the community’s capacity. It was 
noted that a breakwater would be more attractive to homeowners facing the beachfront, with concerns 
that the oyster structures and oyster cages would be an attractive nuisance (e.g. a potential hazard to 
swimmers).  As a result Biohabitats developed an alternative concept (Figure 2 – Site 1 Main Beach) 
which incorporates a rock breakwater and groins.  This is the approach the community plans to move 
forward with. 
Site 2.  Lake Claire is located along a stretch of beach, as well as a riparian area and marsh near the Lake 
Claire outlet at the Magothy River. It is an area that has experienced erosion and beach changes, with 
depositional shoaling beyond the outlet. The site also hosts invasive species along the riparian area, 
including common reed or ‘phragmites’ (Phragmites australis).  This is not an area that would benefit 
ecologically or recreationally from a large sill or breakwater structures.  Any interventions need to work 
with dynamic beach change and shoaling processes; dredging is not a valid solution either.  Treatments 
that work with the natural shoaling, sand accumulation processes and the establishment of patterns of 
native marsh islands or spits are highly desirable from a shoreline protection, habitat, water quality and 
resiliency perspective.  This site may best benefit from being managed as a smaller beach access area 
that transitions to a marsh and shoal/ living shoreline complex. The area to remain as beach will require 
beach replenishment by sand placement.  Additionally, ongoing phragmites management along the 
riparian/marsh zone and Lake Claire shoreline should continue (Figure 3 – Site 2 Lake Claire). 
 
Site 3. Deep Creek was initially evaluated for ravine channel restoration.  That feature, however, is 
relatively stable. The shoreline edge would benefit from a living shoreline treatment for approximately 
100 linear feet. This living shoreline project is a low priority compared to Main Beach and Lake Claire.  
Additionally, due to impervious surface (roadway) run‐off from Rolling View Drive that is causing severe 
slope gully erosion, a future stormwater best management practice (BMP) is recommended (Figure 4 – 
Site 3 Deep Creek). 
 
Site 4. Little Magothy Park already has a stormwater treatment swale BMP project proposed and is 
being developed. It would benefit from the addition of a regenerative conveyance wetland BMP towards 
the shoreline, in conjunction with treatment to remove existing phragmites and replace with native tidal 
marsh species as a living shoreline stabilization planting (Figure 5 – Site 4 Little Magothy Park). 
 
Site 5. The Little Magothy Pier location is a candidate for phragmites control and a new living shoreline 
marsh fringe, for an approximately 225 linear feet.  The phragmites present at this location requires pre‐
treatment and follow‐up spot treatment. The living shoreline approach utilizes a limited sand 
amendment, the placement of coir fiber logs on the edge, and new native tidal marsh plantings. This 
project may be done by volunteers, if designed and permitted with other shoreline projects being 
completed around the community. This site is a relatively low priority project from a stabilization 
standpoint, with moderate priority due to its visibility. It is also a great opportunity for community 
stewardship and educational activities (Figure 6 – Site 5 Little Magothy Pier). 
 
Site 6. The cove adjacent to the Little Magothy Pumping Station (sewer) is a site that also lends itself to 
phragmites control and a living shoreline treatment. In this case the living shoreline encompasses 
approximately 400 linear feet of shoreline. This effort would include both an initial and then follow‐up 
phragmites management (spraying), along with a native tidal marsh planting (the need for sand 
placement needs to be further evaluated during engineering design and permitting). This is a moderate 
priority project from a stabilization need, ecological and visibility perspective, relative to the other 
projects (Figure 5 – Site 6 Little Magothy Pump Station). 
 
Site 7. Park Circle is a 6‐ac area in the vicinity of Cape St. Claire Road, Park Circle Drive, and Swan Drive.  
This site is recommended for stream restoration and living shoreline treatments. The stream restoration 
recommendation is for a natural channel design (stabilization, habitat, and water quality objectives). The 
living shoreline treatment recommended includes shoreline grading, sand fill, toe stabilization, and 
native tidal marsh plantings to be specified during engineering design and permitting. This is a low 
priority project but requires advanced coordination with the County since this is potential project they 
may be interested in funding towards their WIP implementation, the timing of which could accelerate 
the importance and scheduling of this project (Figure 7 – Site 7 Park Circle). 
 
Biohabitats staff visited each of the sites, assessed observed needs, and developed plans based on 
recommendations from the Cape St Claire Board and our professional experience. 
 
Results 
Main Beach  
The two design concepts were presented to the regulators at the pre‐application site visit held on 
November 15, 2016.  In general, their stated conclusion was that the rock revetment with groins (Figure 
2 and Figure 8) was the easier design approach for them to permit. The next step for the community is 
to initiate the design of this project. Based on this pre‐application meeting in the community, it was 
recommended by MDE Tidal Wetlands that the Cape St. Claire Community develop a relationship with 
the Little Magothy Community, who are responsible for the triannual dredging of the shoal in front of 
the bulk‐headed channel to the Little Magothy. The Cape St. Claire Community could then use this 
dredged sand as beneficial‐reuse‐material to rebuild/reinforce the Main Beach.  If a permit to place sand 
on the beach is requested in advance of the proposed action, the permit will likely be much easier to 
renew, so every three years you can cost‐effectively obtain beach material. Projects that fall in the Tidal 
Wetlands License category take longer, a minimum of 240 days, plus a 30‐day public notice period, 
followed by response time. As with every project, there is the possibility that a public hearing could be 
requested.  The agencies recommended that when the projects are advanced at least two Joint 
Evaluation agency meetings (usually held in Annapolis) should be attended by the project team. 
The approximate construction cost for a breakwater and groin assembly for a project of this scale is 
estimated to be $1.2 ‐ $1.5 million, based on $1200‐$1500 per foot and approximately 1000 feet of 
breakwater, including shorter sections of protective breakwater built waterward of the openings of the 
main breakwater openings (See example in Google Earth image below). All cost range estimates in this 
report do not include costs for engineering feasibility/modeling, design plans, permitting or monitoring. 
 
Google Earth image of shoreline stabilization at North Beach, MD  
 
Lake Claire 
The proposed solution for the area (Figure 3) from the outlet of Lake Claire west to the edge of the 
community (a distance of approximately 400 ft.) is a living shoreline in the vicinity of the outlet from 
Lake Claire and a groin along, or plank skirt on, the existing fishing pier. This would trap sand before it 
enters the adjacent marina. The breakwater is anticipated to be an array of small oyster Reef Balls™ to 
maintain connection between Lake Claire and the open water.  The approximate construction cost for 
this effort is estimated to be $13,000 to $15,000 for materials (only) delivered to the site. It does not 
include professional installation. This cost estimate is based on an array of 100 oyster Reef Balls™ in 
three offset rows of 33 balls over a 200‐ft long by 20‐ft wide area. If larger oyster Reef Balls™ are used 
(e.g., Reef Balls™ greater than 375 lbs, and 1300 lbs+ each are ultimately deployed by marine vessel, 
barge deployment can run $6000‐$8000 per day, or $300‐$500 per hour for a pontoon work boat 
delivery. Manual deployment of smaller Reef Balls™ (e.g., 230 lbs or less) may be deployed by volunteer 
labor from the beach, for the ‘cost’ of volunteer time and effort. 
Other Locations 
The Deep Creek, Little Magothy Park, Little Magothy Pier, the cove adjacent to the Little Magothy Sewer 
Pumping Station, and Park Circle sites are all low to moderate priorities behind Main Beach and Lake 
Claire, which are ranked as the first and second priorities. These other five sites are best implemented 
contingent on funding availability and Anne Arundel County’s interest and resources to complete them 
as a part of their WIP process. If the County is not interested, several of these projects may be packaged 
for future grant applications. The range of shoreline and stream treatments are shown in Figure 9. 
 
Project Scheduling 
The CSCIA Board has been clear that Sites 1 and 2 are the priority for the Cape St. Claire Community.  
We anticipate these two projects be designed, permitted, and constructed as a single and complete 
project.  This would provide the community with cost and schedule benefits. Detailed planning for these 
projects is anticipated to begin in 2017; ready for installation in the 2018 to early 2019 timeframe, 
depending on permitting. Construction implementation would require approximately three to four 
months. Due to time‐of‐year restrictions associated with working in Use II waters, the project would 
need to be constructed during the October 1 to December 15, 2018 or March 15 through May 31, 2019 
periods, assuming design, permitting, and funding efforts proceed without unanticipated problems or 
delays.    
Others (sites 3, 6 and 7) may be sites that Anne Arundel County is interested in executing for their 
County‐wide Watershed Implementation Plan (WIP) and permitting requirements.  As a result, if the 
County is interested in adopting these projects, they would be expected to be on a two to five year 
timeline before any progress would be anticipated. 
The Little Magothy Park (Site 4) already has a stormwater treatment concept in development, which 
would integrate well with the additional techniques we propose for this site.  These two currently‐
separate elements should be coordinated to occur at the same time to respect cost, site disturbance 
reduction and schedule advantages.  
The work proposed for Site 5, Little Magothy Pier, could be contracted out or executed by volunteers.  
This relatively small scale project could be implemented in 2017 if the community desired.  
Site #3
Deep Creek
Site #2
Lake
Claire
Site #1
Main Beach
Site #5
Little
Magothy Pier
Site #7
Park
Circle
Site #4
Little
Magothy Park
Site #6
Little Magothy
Pumping Station
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F
November 2016
Cape St.
Claire
Legend
Streams
Sites
Open Water
Cape St. Claire
Boundary
Parks
Buildings
Parcels
Data Source: Anne Arundel County
0 400 800
Feet
Figure 1 Cape St. Claire
Shoreline Improvement
Plan Locations
Annapolis, MD
Rock/Reef
Structures Breakwater
Beach
Replenishment
Repaired or
Relocated Groins
Potential
New Groin
Potential
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Cape St.
Claire
Legend
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Repaired Jetty Structures
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Contours
Breakwater
Phragmites Control
Sites
Parks
Buildings
Data Source: Anne Arundel County
2014 Aerial Imagery
0 50 100
Feet
Annapolis, MD
Anne Arundel County
Figure 2 Site #1
Main Beach
Phragmites
Control
Living
Shoreline
Beach
Replenishment
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LAKE CLAIRE DR
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November 2016
Cape St.
Claire
Legend
Streams
Contours
Sites
Beach Replenishment
Phragmites Control
Living Shoreline
Parks
Buildings
Parcels
Data Source: Anne Arundel County
2014 Aerial Imagery
0 50 100
Feet
Annapolis, MD
Anne Arundel County
Figure 3 Site #2
Lake Claire
Future Road
Stormwater
Runoff BMP
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OOD
DR
ANGLERS
W
AY
IDYLEW
ILD
DR
GREEN
HOLLY
DR
GREENHOLLYDR
ROLLING VIEW DR
ROLLING
VIEW
DR
MA
RINERS CIR
GATEWAYDR
GATEWAYDR
80
76
74
68
66
64
62
60
58
56
54
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
96
94
92
90
86
84
82
78
4
2
72
70
28
26
24
22
20
18
16
12
14108
6
4
40
38
36
34
32
30
28
2624
22
20
20
18
16
14
6
12
82
7472
70
68
66
64
62
60
52
50
48
46
44
42
40
100
98
102
100
42
40
88
20
18
16
14
12
10
8
6
18
10
4
54
102
102
56
54
54
48
46
40
40
38
3230
16

F
November 2016
Cape St.
Claire
Legend
Streams
Contours
Sites
Future BMP
Living Shoreline
Parks
Buildings
Parcels
Data Source: Anne Arundel County
2014 Aerial Imagery
0 50 100
Feet
Annapolis, MD
Anne Arundel County
Figure 4 Site #3
Deep Creek
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
Phragmites
Suppression &
Living Shoreline
County RSC
Phragmites Suppression
Living Shoreline
MAGOTHY CIR
MAGOTHY PARK LN
LITTLEMAGOTHY
V
W
LITTLE MAGOTHY VW
Site #4
Little Magothy
Park
Site #6
Little Magothy
Pump Station
18
16
6
4
2
14
12
10
26
24
22
20
22
20
18
16
14
12
10
8
30
28
18
16
16
14
4
2
8
26
28
20
18
18
18
18
18
16
1616
14
14
14
14
14
14
14
12
2

F
November 2016
Cape St.
Claire
Legend
Streams
Contours
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%
Stormwater
Swale by others
Sites
Living Shoreline
& Beach
Replenishment
Phragmites
Control & Living
Shoreline
Regenerative
Conveyance -
Wetland BMP
Parks
Buildings
Parcels
Data Source: Anne Arundel County
2014 Aerial Imagery
0 50 100
Feet
Annapolis, MD
Figure 5 Site #4 & #6
Little Magothy Park &
Little Magothy Pump
Station
Phragmites
Control & Living
Shoreline
SKYWAY
DR
RIVER
BAY
RD
SWANDR
14
12
10
16
4
6
2
10
8
12
8
8
6

F
November 2016
Cape Saint
Claire
Legend
Streams
Contours
Sites
Phragmites Control
Parks
Buildings
Parcels
Data Source: Anne Arundel County
0 25 50
Feet
Annapolis, MD
Anne Arundel County
Figure 6 Site #5
Little Magothy Pier
Living
Shoreline
Stream
Restoration
CAPESAINTCLAIRERD
SWAN DR
DIETRICH
WAY
SKYVIEW DR
BRICE
TER
MOUNTAIN
TOP DR
SAINTCHARLESDR
PARK CIRCLE DR
BAYVIEWVIS
LITTLE MAGOTHY VW

F
November 2016
Cape Saint
Claire
Legend
Streams
Sites
Phragmites Control
Stream Restoration
Living Shoreline
Parks
Buildings
Parcels
Data Source: Anne Arundel County
0 50 100
Feet
Figure 7 Site #7
Park Circle
Annapolis, MD
Anne Arundel County
F
July 2016
Cape St.
Claire
Legend
Data Source: Anne Arundel County
0 400 800
Feet
Cape St. Claire
Shoreline Improvement
Plan Locations
Annapolis, MD
Section
Details
November 2016
Not to Scale
Figure 8
Cape St. Claire
Shoreline Improvement
Annapolis, MD
F
July 2016
Cape St.
Claire
Legend
Data Source: Anne Arundel County
0 400 800
Feet
Cape St. Claire
Shoreline Improvement
Plan Locations
Annapolis, MD
PLANT COMMUNITIES
Low Marsh High Marsh Coastal Scrub-Shrub
RSC/ Wetland BMP Stream Restoration
Section Detail
& Plant Palette
Living Shoreline
November 2016
Not to Scale
Figure 9
Cape St. Claire
Shoreline Improvement
Annapolis, MD

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Cape st claire technical memo final draft with figures