B.08.03 22-WQC-0014 (Revised) 8.22.2022.pdf

PDF 6 MB Posted Aug 22, 2022

Attached to: LOWER WICOMICO RIVER MAINTENANCE DREDGING Federal contract opportunity
Solicitation number: W912DR22B0018
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

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Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity notice is for a solicitation seeking bids for maintenance dredging of the lower half of the Wicomico River in Wicomico County, Maryland. The project requires the hydraulic dredging of approximately 120,000 cubic yards of predominantly silty sediment and placement via pipeline averaging 8 miles in length, with a maximum of 14 miles. The pipeline will transport dredged material through the Wicomico River and over land for approximately 4 miles to a placement site, where the material will be used to restore approximately 70 acres of wetlands through measures such as stacking straw bales and planting vegetation. The solicitation is set aside 100% for small businesses, and will be awarded under NAICS code 237990 by the Department of the Army Corps of Engineers Baltimore District. The bid response deadline has not been specified.

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Other files for this federal contract opportunity

Other files attached to LOWER WICOMICO RIVER MAINTENANCE DREDGING, newest first.
File	Type	Posted
C.04.01 Abstract of Bids W912DR22B0018 Lower Wicomico River Maintenance Dredging.pdf	PDF	Sep 1, 2022
eft form.pdf	PDF	Aug 26, 2022
SF LLL.pdf	PDF	Aug 26, 2022
certificate of corporate authority.pdf	PDF	Aug 26, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0004 8.26.2022.pdf	PDF	Aug 26, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0003 8.22.2022.pdf	PDF	Aug 22, 2022
W912DR22B0018 Lower Wicomico River Maintenance Dredging Amendment 02 09 AUG22.pdf	PDF	Aug 9, 2022
Wicomico_22-WQC-0014 - with plans for signature.pdf	PDF	Aug 9, 2022
B.08.02-Lower Wicomico Maintenance Dredging Amendment 0001 7.20.2022.pdf	PDF	Jul 20, 2022
H.08.01 FY22 Lower Wicomico River Dredging Plans.pdf	PDF	Jul 18, 2022
W912DR22B0018.pdf	PDF	Jul 18, 2022
H.08.04 FY22 Lower Wicomico River Dredging Specs.pdf	PDF	Jul 18, 2022

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August 19, 2022

Department of the Army

Baltimore District, Corps of Engineers

Attn: Danielle Szimanski

2 Hopkins Place

Baltimore, Maryland 21203-1715

Danielle.M.Szimanski@usace.army.mil

Re: Agency Interest Number: 127561

Tracking Number: 202260382

Water Quality Certification Number: 22-WQC-0014(R1)

Dear Ms. Szimanski:

The Maryland Department of the Environment (MDE) has reviewed the Water Quality

Certification, 22-WQC-0014, which was issued on July 29, 2022, to evaluate concerns which were provided by the Army Corps of Engineers. In addition, a request has been received from Wicomico

County, the non-federal sponsor, to become a co-certificate holder for this WQC. The attached Water

Quality Certification has been revised to include Wicomico County as a co-certificate holder and to modify special conditions, where appropriate.

The dredge material placement site and the Route 363 conduit placement portions of this project will require a Wetlands License. They are currently under review will be forwarded to be reviewed, approved, and issued by the Maryland Board of Public Works (BPW). These Wetlands Licenses will be sent to Wicomico County by BPW’s Wetlands Administrator.

The individual Water Quality Certification (WQC) for this project issued by the Maryland

Department of the Environment is attached. Please review this WQC to ensure that you understand the limits of the authorized work and all of the general and special conditions.

You should not begin any work until you have obtained all necessary State, local, and federal authorizations. Please contact Mary Phipps-Dickerson at mary.phipps-dickerson@maryland.gov or 410-

901-4033 with any questions.

Sincerely, Tammy K. Roberson

Chief

Tidal Wetlands Division

STATE OF MARYLAND

DEPARTMENT OF THE ENVIRONMENT

WATER AND SCIENCE ADMINISTRATION

WATER QUALITY CERTIFICATION

22-WQC-0014(R1)

EFFECTIVE DATE: August 19, 2022

CERTIFICATION HOLDERS: Army Corps of Engineers or Wicomico County

ADDRESS: US Army Corps of Engineers

Attn: Danielle Szimanski

2 Hopkins Plaza

Baltimore, MD 21201

Wicomico County

Att: Mark Whitelock

6948 Brick Kiln Road

Salisbury, Maryland 21801

PROJECT LOCATION: Dredging: Wicomico River, Monie Bay, Placement site: Deal Island Wildlife

Management Area off Riley Roberts Road

Deal Island, MD 21853 in the Manokin River

Watershed

UNDER AUTHORITY OF SECTION 401 OF THE FEDERAL WATER POLLUTION CONTROL

ACT AND ITS AMENDMENTS AND IN ACCORDANCE WITH § 9-313 THROUGH § 9-323,

INCLUSIVE, OF THE ENVIRONMENT ARTICLE, ANNOTATED CODE OF MARYLAND, THE

MARYLAND DEPARTMENT OF THE ENVIRONMENT, WATER AND SCIENCE

ADMINISTRATION HAS DETERMINED THAT THE REGULATED ACTIVITIES DESCRIBED

IN THE REQUEST FOR CERTIFICATION FOR THE PROPOSED LOWER WICOMICO RIVER

DREDGING AND AS DESCRIBED IN THE ATTACHED PLAN SHEETS DATED August 19, 2022

AND ANY SUBSEQUENT MODIFICATIONS APPROVED BY THE DEPARTMENT WILL NOT

VIOLATE MARYLAND’S WATER QUALITY STANDARDS, IF CONDUCTED IN

ACCORDANCE WITH THE CONDITIONS OF THIS CERTIFICATION.

THIS CERTIFICATION DOES NOT RELIEVE THE APPLICANT OF RESPONSIBILITY FOR

OBTAINING ANY OTHER APPROVALS, LICENSES, OR PERMITS IN ACCORDANCE WITH

FEDERAL, STATE, OR LOCAL REQUIREMENTS AND DOES NOT AUTHORIZE COMMENCEMENT

OF THE PROPOSED PROJECT. THE CERTIFICATION HOLDER SHALL COMPLY WITH THE

CONDITIONS LISTED BELOW.

DESCRIPTION OF CERTIFIED PROJECT

1. Maintenance dredging by hydraulic method a 10-mile Lower Wicomico River segment of the

Federal Channel at 150 feet wide to a depth of 16 feet below the mean low water line (14 feet deep at MLW plus 2 feet of overdredge).

2. Remove approximately 140,000 cubic yards of sediment from the channel and pump through a

16-inch to 24-inch diameter weighted pipeline up to 6.7 miles from the dredged area where the pipelines will emerge on land near Messick Road at Fannys Gut. The pipeline will be placed adjacent to Messick Road for 0.2 miles and will cross below Md. Route 363 through a conduit to be authorized under 21-WL-0934 and continue approximately 6 miles from Rt.363 through the

Deal Island Wildlife Refuge along the impoundment berm to the placement site.

3. Spray the dredged material onto two areas totaling 72.5 acres. The area will be staked with a maximum fill elevation of 3.5 feet at MLLW, resulting in a 0.58 foot to 1.2 foot increase in elevation.

4. Emplace straw bales which will be staked in place to a height of 3 feet above the existing elevation along the perimeter of the two areas and allowed to deteriorate naturally over time.

5. Install 19 tidal ditch plugs will be permanently installed and will allow water to exit the placement site, but not enter.

6. Enhance 64.3 acres of high marsh and 3.7 acres of low marsh.

7. Convert 4.6 acres of open water to low marsh.

8. Plant Spartina alterniflora and Spartina cynosuroides plugs near the perimeter and aerially disperse Barnyard grass to stabilize the area while it settles during the first year post-placement,

9. Plant Spartina patens and Distichlis spicata in during the second year post placement.

22-WQC-0014 was issued on July 29, 2022 certifying the activity described above. Since then, concerns were presented by the US Army Corps of Engineers (USACE) Baltimore District Navigation and

Wicomico County, the non-federal sponsor, requested to become a co-certificate holder. As a result, the

USACE provided Maryland with the opportunity to revise or reconsider the July 29, 2022 WQC decision. Maryland is hereby certifying the proposed work with Wicomico County added as a co-certificate holder and modifications to certain special conditions.

GENERAL CONDITIONS

1. This Certification does not obviate the need to obtain required authorizations or approvals from other

State, federal or local agencies as required by law.

2. All additional authorizations or approvals, including self-certifying General Permits issued by the

Department, shall be obtained and all conditions shall be completed in compliance with such authorizations.

3. The proposed project shall be constructed in accordance with the approved final plan by the

Department, or, if Department approval is not required, the plan approved by the U.S. Army Corps of

Engineers, and its approved revisions.

4. All fill and construction materials not used in the project shall be removed and disposed of in a manner which will prevent their entry into waters of this State.

5. This Certification does not authorize any injury to private property, any invasion of rights, or any infringement of federal, state, or local laws or regulations.

6. Authorized representatives of the Department shall be provided access to the site of authorized activities during normal business hours to conduct inspections and evaluations of the operations and records necessary to assure compliance with this Certification.

7. Authorized work under this Certification shall be performed in accordance with the required Soil

Erosion and Sediment Control Plan as approved by the Maryland Department of the Environment.

8. No stockpiles of any material shall be placed in Waters of the U.S. or state or private tidal wetlands.

9. Temporary construction trailers or structures, staging areas and stockpiles shall not be located within tidal wetlands, nontidal wetlands, nontidal wetlands buffers, or the 100-year floodplain unless specifically included on the Approved Plan.

10. This Certification is valid for the project identified herein and the associated U.S. Army Corps of

Engineers Lower Wicomico navigation.

SPECIAL CONDITIONS

1. All water quality-related performance standards and conditions required by the Department in any state issued authorization for activities in tidal wetlands, nontidal waterways, their 100-year floodplains, nontidal wetland buffers, or nontidal wetland expanded buffers to ensure that any discharges will not result in a failure to comply with water quality standards in COMAR 26.08.02. or other water quality requirements of state law or regulation shall be met.

2. All Critical Area requirements shall be followed and all necessary authorizations from the Critical

Area Commission (“Commission”) shall be obtained. This Certificate does not constitute authorization for disturbance in the 100-foot Critical Area Buffer. “Disturbance” in the Buffer means clearing, grading, construction activities, or removal of any size of tree or vegetation. Any anticipated

Buffer disturbance requires prior written approval, before commencement of land disturbing activity, from the Commission in the form of a Buffer Management Plan.

3. All work performed under this Water Quality Certificate shall be conducted by a marine contractor licensed by the Marine Contractors Licensing Board (MCLB) in accordance with Title 17 of the

Environment Article of Annotated Code of Maryland. Licensing by MCLB shall occur prior to the beginning of construction activities. A list of licensed marine contractors may be obtained by contacting the MCLB at 410-537- 3249, by e-mail at MDE.MCLB@maryland.gov or by accessing the Maryland Department of the Environment, Environmental Boards webpage.

4. A detailed plan for monitoring water quality parameters associated with construction and operation of the restoration site shall be submitted to the Maryland Department of the Environment, Tidal

Wetlands Division, prior to project commencement. Written approval of the monitoring plan from the

Tidal Wetlands Division shall be received prior to project commencement.

5. Monitoring required by any Department authorization shall be conducted in compliance with the approved monitoring plan to ensure that water quality standards and water quality requirements for waters of this State are met.

6. Monitoring of the suspended solids content in the discharge from the hydraulically dredged material placement areas shall be conducted. The suspended solids shall not exceed a monthly average of four hundred parts per million with a daily maximum of 800 parts per million.

7. Monitoring of the turbidity in the surface water resulting from any discharge or fill placement shall be conducted. Levels may not exceed 150 Nephelometer Turbidity Units (NTU) at any time or 50 NTU as a monthly average outside the “mixing zone” as established in the monitoring plan. A turbidity sample of the discharge water shall be performed every hour of active pumping to the DMP or when there is an observed change in the clarity of the water. If turbidity readings exceed the identified thresholds, the Corps contractor shall cease pumping or deploy a turbidity curtain.

8. The Corps contractor’s Environmental Protection Plan shall outline actions to be taken in the event of a breach in the containment. The plan shall be provided to MDE prior to commencement of any dredged material placement activities.

9. Prior to the start of work a copy of the final, approved Erosion and Sediment Control Plans shall be provided to the Wetlands and Waterways Program, Tidal Wetlands Division.

10. As-built plans will be provided to MDE Water and Science Division within 90 days of completion of the placement of dredge material.

11. The dredged material shall be sampled in accordance with the February 1998 EPA “Evaluation of

Dredged Material Proposed for Discharge in Waters of the U.S. - Testing Manual: Inland Testing

Manual”. Results of these samples shall be provided to MDE. Dredged material that does not meet the criteria of the Inland Testing Manual shall not be placed on Deal Island. Additional testing may be required if there is a change in scope of work other than specified in this WQC.

12. When unloading dredged material, the dredger shall have a person at the discharge point of the DMP in constant radio communication. If a problem is incurred, the placement of dredged material shall be immediately shut down until the reason for the problem can be ascertained and rectified.

13. Inspections shall be conducted of the permitted area after the first earth disturbance occurs on the site, and thenceforth during the entire period of Certification coverage whether the site is active or inactive. The person(s) inspecting the site may be a person on the Certificate Holder staff or a third party hired or arranged to conduct inspections. The person conducting the inspection must hold a valid certificate of attendance at a training program for responsible personnel as required by Section

4-104(b) of the Environment Article, unless the erosion and sediment control plan approval authority has waived the requirement for a Certificate of Training in accordance with Section 4-104(c) of the

Environment Article. During times that work is being conducted at the site, Inspections shall be conducted at the following intervals: a. Once each calendar week (Sunday to Saturday), except as in c;

b. The next day after a rainfall event resulting in runoff, except as in c; c. For areas meeting stabilization requirements of COMAR 26. l7.0l.07.B.6 (f) and the erosion and sediment control plan, once per month. (If construction activity resumes in such a portion of the site at a later date, the inspection frequency immediately increases to that required in a and b. The beginning and ending dates of the period of stabilization shall be documented in its inspection records).

14. Written reports of all inspections conducted under Special Condition #13 of this Certification shall be kept on file and be made available to WSA within one business day of a request for the records. The report shall include: (l) the date and time of the inspection; (2) the name(s) of the individual(s) who performed the inspection; (3) an assessment of the condition of erosion and sediment controls and how any deficiencies were or are being addressed; (4) a description and date of any erosion and sediment control implementation and maintenance performed, including identification of any controls that have not been installed as required; and (5) a description of the site's present phase of construction.

15. Dredged material pipelines and pump stations shall be installed, marked and maintained in accordance with all U.S. Coast Guard requirements for navigational safety. Dredge material pipelines and associated equipment shall be removed as soon as practicable, upon completion of activities authorized under this License.

16. Activities involved in the restoration of the Deal Island Restoration Site shall follow enforceable state policies and related to fish passage, protection and management of submerged aquatic vegetation, protection of oyster bars, protection of shellfish aquaculture leases, prohibition of genetically modified organisms, and control of nonnative aquatic organisms.

17. Adherence to the construction time of year restrictions, unless waived or amended by the

Department, shall be followed.

18. The Certificate Holder shall not dredge or place dredge material at the placement site from

February 15 through October 15 of any year to reduce impacts to spawning anadromous fish, oysters, waterfowl, and submerged aquatic vegetation.

19. The Certificate Holder shall not perform any dredging within natural oyster bar NOB 29-1 from

December 16 through March 14 of any year.

20. The Certificate Holder shall coordinate with the Department of Natural Resources to determine whether proposed work will impact active oyster leases and notify any identified leaseholder(s) at least 30 days prior to commencement of work so that aquaculture gear and product may be relocated by the leaseholder as they determine necessary to avoid oyster loss or damage during construction. Natural Resources Article §4-11A-16 establishes that a person, other than the leaseholder, may not willfully and without authority catch, willfully destroy, remove, alter or transfer any marker, shellfish, equipment, or structures on any aquaculture or submerged land lease area. The current locations of leases are shown on Attachment A. Since these leases and leaseholders will change over time, the Aquaculture Siting Tool at http://dnrweb.dnr.state.md.us/fisheries/aquatool/aquatool.asp shall be utilized to obtain updated information regarding leaseholders and locations.

For additional information on shellfish aquaculture leasing, please contact Rebecca Thur, MD

DNR Leasing and Permitting Coordinator, at rebecca.thur@maryland.gov or at 410 260-8252.

21. The Certificate Holder shall coordinate with DNR to obtain all required Memorandums of

Understanding and Use Agreements for work in and adjacent to the Deal Island Wildlife

Management Area.

22. A marsh maintenance plan shall be submitted to and approved by the Tidal Wetlands Division, Water and Science Administration, and any alternative plan must be submitted to and approved by the Tidal Wetlands Division, Water and Science Administration, prior to commencement of any wetland restoration or planting activities. Any alternative plan must provide assurances of success that are at least equivalent to those of the standard plan, in terms of the extent of native marsh plant coverage, elimination of invasive species and timeframe for plant establishment.

23. Authorized work under this Certification shall be constructed in the marsh enhancement or establishment area in accordance with the following conditions:

a) The marsh establishment area shall be planted within one year following completion of the dredge placement operations.

b) The marsh establishment project shall be maintained as a wetland, with non-nuisance species’ areal coverage of at least 85% of the planted areas for three consecutive years.

If 85%coverage is not attained, the reasons for failure shall be determined, corrective measures shall be taken, and the area shall be revegetated in accordance with an approved plan.

c) If the existing bank is to be cleared or graded:

i)Any person or entity performing authorized work under this Certification shall perform all work under and in accordance with an approved Soil Erosion and

Sediment Control Plan from the applicable sediment and erosion control agency; and

ii) Work authorized under this Certification shall perform all work under and in accordance with the Critical Area requirements of the Critical Area Commission in the form of an approved Buffer Management Plan.

d) Monitoring reports shall be submitted annually. The reports shall include the information listed in the Wicomico River/Deal Island Project: Monitoring Plan Details including the extent of native marsh plant coverage, elimination of invasive species and timeframe for plant establishment, and include photographs for the first five growing seasons in order to document the success of the project in terms of the extent of native marsh plant coverage. Photographs shall be taken from at least two directions, as necessary to fully depict the wetlands.

CITATIONS AND STATEMENTS OF NECESSITY

1) General Authorities; Need for Other Permits and Authorizations

a) General Conditions 1,2, 10; Special Conditions 2, 9, 21

Statement of Necessity for Condition: The condition is necessary to ensure that water quality standards are met under unique circumstances for discharges which may otherwise qualify under the certified Nationwide Permits and to maintain designated uses of waters.

Citation: Federal and state laws that authorize this condition include but are not limited to:

33 U.S.C. § 1341(a), (b), & (d); 33 U.S.C. § 1251(b); 33 U.S.C. § 1370; Md. Ann. Code, Env.

Article, Title 1, Subtitles 3 and 4; Md. Ann. Code, Env. Article, Title 5, Subtitles 5 and 9; Md.

Ann. Code, Env. Article, Title 9, Subtitle 3; Md. Ann. Code, Env. Article, Title 16; COMAR

26.08; COMAR 26.08.02.10G(3); COMAR 26.23.02.06; COMAR 26.17.01; COMAR 26.23;

COMAR 26.24

b) General Condition 3

Statement of Necessity for Condition: The condition is necessary to ensure that water quality standards are met under unique circumstances for discharges which may otherwise qualify under the terms of the federal authorization and to maintain designated uses of waters. The

Corps of Engineers authorization and plans include details about amount and location of discharges, as well as other conditions for reducing adverse effects to water quality, which ultimately supports maintaining designated uses. The Certification conditions and decision are based upon based on the details of the Corps of Engineers authorization and plans.

Citation: COMAR 26.08.02.01E(2)

c) General Condition 5

Statement of Necessity for Condition: The condition is necessary to clarify the scope of this certification to ensure compliance with water quality regulations, without limiting restrictions through other requirements.

Citation: Federal and state laws that authorize this condition include but are not limited to: 33

U.S.C. § 1341(a), (b), & (d); 33 U.S.C. § 1251(b); 33 U.S.C. § 1370; Md. Ann. Code, Env.

Article, Title 1, Subtitles 3 and 4; Md. Ann. Code, Env. Article, Title 5, Subtitles 5 and 9; Md.

Ann. Code, Env. Article, Title 9, Subtitle 3; Md. Ann. Code, Env. Article, Title 16; COMAR

26.08, COMAR 26.08.02.10E; COMAR 26.23.02.06; COMAR 26.17.04; COMAR 26.23;

COMAR 26.24

2) Unauthorized or Incidental Discharges - General Conditions 4, 8, 9, Special Condition 8

Statement of Necessity for Condition: Fill or construction material within or adjacent to regulated resources may cause discharges resulting in turbidity in excess of water quality standards and interfere with designated uses of growth and propagation of fish, other aquatic life, wildlife; and other designated uses; and fail to meet general water quality criteria that waters not be polluted by substances in amounts sufficient to be unsightly or create a nuisance.

Citation: 26.08.02.03B(1)-B(2); COMAR 26.23; COMAR 26.24; COMAR 26.17.04

3) Inspections and Compliance - General Condition 6, Special Conditions 10, 12, 13, 14

Statement of Necessity for Condition: Conditions of certification involve precise actions to comply with water quality standards. Site inspection may be necessary to ensure that limits, methods, and other requirements are met to ensure that water quality standards are met and designated uses are maintained. These conditions are necessary to ensure that the activity was conducted and project completed according to terms of the authorization/certification, while allowing for review of in-field modifications which may have resulted in discharges to ensure that water quality standards were met.

Designated uses include support of estuarine and marine aquatic life and shellfish harvesting and for growth and propagation of fish, other aquatic life, and wildlife

Citation: Federal and state laws that authorize this condition include but are not limited to: 33 U.S.C.

§ 1341(a), (b), & (d); 33 U.S.C. § 1251(b); 33 U.S.C. § 1370; Md. Ann. Code, Env. Article, Title 1, Subtitles 3 and 4; Md. Ann. Code, Env. Article, Title 5, Subtitles 5 and 9; Md. Ann. Code, Env.

Article, Title 9, Subtitle 3; Md. Ann. Code, Env. Article, Title 16; COMAR 26.08; COMAR

26.08.02.03B(1)(b); COMAR 26.08.02.03B(2); COMAR 26.23.02.06; COMAR 26.23; COMAR

26.24; COMAR 26.17.04

4) Erosion and Sediment Control – General Conditions 1, 2, 7; Special Conditions 8, 9

Statement of Necessity for Condition: Erosion and sediment control plans are necessary to ensure that sediment discharges from construction activities will not enter waters of the United States. Sediment discharges from earth disturbance or discharges at erosive rates within or adjacent to regulated resources may cause discharges resulting in turbidity in excess of water quality standards and interfere with designated uses of growth and propagation of fish, other aquatic life, wildlife; and other designated uses; and fail to meet general water quality criteria that waters not be polluted by substances in amounts sufficient to be unsightly or create a nuisance

Citation: Env. Article, Title 4, Subtitle 1 COMAR 26.17.01; 26.08.02.03B(1)-B(2)

5) Performance Standards for Water Quality - Special Condition 1

Statement of Necessity for Condition: This condition is necessary to ensure that discharges will be conducted in a manner which does not violate water quality criteria nor interfere with designated uses.

Citation: COMAR 26.08.02.03B(1)(b); 26.08.02.03B(2);

6) Licensed Marine Contractor - Special Condition 3

Statement of Necessity: Expertise for conducting certain activities is required to ensure that there is no violation of water quality standards nor interference with designated uses.

This condition is necessary to ensure that discharges will be conducted in a manner which does not violate water quality criteria nor interfere with designated uses.

Citation: COMAR 26.08.02.02B(2)- B(4); COMAR 26.08 02.03B(2)(d) – (e ); COMAR

26.08.02.03B(1)(b); 26.08.02.03B(2); COMAR 23.02.04.04

7) Monitoring - Special Conditions 4-7, 11

Statement of Necessity: Activities which result or may result in a discharge to regulated waters, including replacement of wetland/water resources as an offset/mitigation may require monitoring to ensure that water quality standards are met and designated uses are maintained, and to determine if remedial measures are needed to restore compliance with water quality standards if they are not met as a result of the discharge. The condition is necessary to ensure that dredged material does not increase turbidity in violation of general and numeric water quality standards and interfere with designated uses and to ensure that offsets to regulated waters are successfully implemented.

Citation: COMAR 26.08.02.03-3A(5); COMAR 26.08.02.03-3(C(5); COMAR 26.08.02.01B(2);

COMAR 26.08.02.02B(1) COMAR 26.08.02.02B(3); COMAR 26.08.02.03B; COMAR

26.08.02.02B(1);

26.08.02.03B(1)(b); 26.08.02.03B(2)(e); 26.08.02; 26.08.01.02A; 26.08.02.09A; 26.08.02.02B(1)(d);

COMAR 26.24; 26.08.02.03-3C(9)(a); COMAR 26.08.02.03B(2); COMAR 26.08.02.02B(1)(d);

8) Inadvertent discharges - Special Conditions 8, 12

Unauthorized discharges may enter regulated waters as result of activity or structural failure. A plan to address inadvertent discharges will prevent or address further violations of water quality standards and failure of water to meet designated uses, including uses of growth and propagation of fish, other aquatic life, wildlife; and other designated uses; and fail to meet general water quality criteria that waters not be polluted by substances in amounts sufficient to be unsightly or create a nuisance.

Citation COMAR 26.08.02.02B(1)d; COMAR 26.08.02.02B(3); COMAR 26.08.02.03B(1) and B(2);

26.08.02.01B(2); 26.08.02.02B(1)

9) Prevention of Toxic Discharges - Special Conditions 11

Statement of Necessity for Condition: This condition is necessary to prevent contaminated sediments with toxic material in excess of numeric limits to enter regulated waters. Limits or prohibitions are necessary to protect all designated uses.

Citation: COMAR 26.08.02.03-1; COMAR 26.08.02.02

10) Navigational Safety - Special Condition 15

Statement of Necessity for Condition: The condition is necessary to ensure that the discharge does not interfere with designated uses for water contact recreation and fishing nor create a nuisance.

Citation: COMAR 26.08.02.01B(1) and B(2); COMAR 26.08.02.03B(1)(a); COMAR

26.08.02.03B(2)(d)

11) Nuisance and Non-Native Species; SAV, Fish passage; Protection of Oyster Bars and Shellfish

Leases – Special Conditions 16, 19, 20

Statement of Necessity for Condition: Nuisance or non-native species may spread and disrupt and dislodge native species from their habitat, leading to declines in distribution, density, growth and propagation. SAV are a critical habitat for many aquatic species. Limitations on loss will sustain habitat for a variety of aquatic species, including anadromous fish and threatened or endangered species. Water quality regulations state minimum thresholds for SAV in tidal waterways. In addition to direct loss, turbidity created by construction or ongoing operation must be limited for support of aquatic life and meet water quality standards.

Oyster bar creation supports/expands designated use for growth and propagation of oyster bars in

Support of designated uses for growth and propagation of fish, other aquatic life, and wildlife and the designated use for support of estuarine and marine aquatic life and shellfish harvesting.

The conditions are necessary to allow for continued oyster harvesting and propagation; and maintain and not interfere the designated use- support of estuarine and marine aquatic life and shellfish harvesting.

The conditions ensure that discharges will not result in failure to support designated uses for marine and estuarine aquatic life and submerged aquatic vegetation; and growth, propagation of fish, other aquatic life, and wildlife, and shellfish harvesting.

Citation: COMAR 26.08.02.02-1; COMAR 26.08.02.02B(1)(d); COMAR 26.08.02.03B; COMAR

26.08.02.03-3C; COMAR 26.08.02.02B(2)-B(4); COMAR 26.08 02.03B(2)(d) – (e ); COMAR

26.08.02.03-3C; COMAR 26.08.02.02-1

12) Time of Year Restriction for Conducting Activities – Special Conditions 17, 18, 19

Statement of Necessity for Condition: The time of year restriction is necessary to maintain the designated use- support of estuarine and marine aquatic life and shellfish harvesting.

Citation: COMAR: 26.08.02.02B(1)(d); 26.08.02.02B(3); COMAR 26.08.02.02-1

13) Submerged Aquatic Vegetation – Special Condition 18

Statement of Necessity: SAV are a critical habitat for many aquatic species. Limitations on loss will sustain habitat for a variety of aquatic species, including anadromous fish and threatened or endangered species. Water quality regulations state minimum thresholds for SAV in tidal waterways.

In addition to direct loss, turbidity created by construction or ongoing operation must be limited for support of aquatic life and meet water quality standards. Unmitigated loss of SAV may result in failure to meet SAV extents which are part of water quality standards, as well as designated use class for support of estuarine and marine aquatic life and shellfish harvesting.

Citations: COMAR 26.08.02.03-3C(9); COMAR 26.08.02.03B(1)(b); 26.08.02.03B(2)

14) Marsh Establishment, Maintenance, and Mitigation - Special Conditions 22, 23

Statement of Necessity for Condition: Tidal wetlands provide essential habitat, water quality, food, and movement corridors for wildlife, and support of estuarine and marine aquatic life and shellfish harvesting. Successful establishment is necessary to prevent discharges which interfere with designated uses, including growth and propagation of fish, other aquatic life, and wildlife through loss of stream channel habitat and wetlands. Required establishment, re-establishment, or enhancement and loss limits will maintain the designated use.

Citations: COMAR 26.08.02.02B(3); COMAR 26.08.02.03B(3) and B(4); COMAR 26.24.

CERTIFICATION APPROVED

D. Lee Currey, Director Date

Water and Science Administration

Tracking Number: 202260382

Agency Interest Number: 127561

Effective Date: August 19, 2022

Enclosure: Plan Sheets dated August 19, 2022 cc: WSA Inspection & Compliance Program

8/19/2022

D w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b y

S u b m it te d b

P lo t d at e:

l o t s c a l e s ig n f il e n o r a w in g c o d

C h ie f N a v

B r a n c

F il e n a m e

PLAN SHEET FILE: 5 MAP: 21-002 2

COVER SHEET FILE: 5 MAP: 21-001 1

WICOMICO RIVER STATION 39+900 TO 42+700 FILE: 5 MAP: 21-003 3

WICOMICO RIVER STATION 42+800 TO 45+300 FILE: 5 MAP: 21-004 4

WICOMICO RIVER STATION 45+400 TO 48+600 FILE: 5 MAP: 21-005 5

WICOMICO RIVER STATION 48+700 TO 53+000 FILE: 5 MAP: 21-006 6

WICOMICO RIVER STATION 53+100 TO 55+900 FILE: 5 MAP: 21-007 7

WICOMICO RIVER STATION 56+000 TO 60+300 FILE: 5 MAP: 21-008 8

F I L

A P

WICOMICO RIVER STATION 60+400 TO 64+100 FILE: 5 MAP: 21-009 9

WICOMICO RIVER STATION 64+200 TO 68+100 FILE: 5 MAP: 21-010 10

WICOMICO COUNTY, MARYLAND

O M

C O

U N

T Y

DEAL ISLAND PLACEMENT SITE FILE: 5 MAP: 21-012 12

Sheet 1 of

A P

R I L

J A

A W

DEAL ISLAND PLACEMENT SITE - PIPELINE RIGHT OF WAY FILE: 5 MAP: 21-013 13

DEAL ISLAND PLACEMENT SITE - CONDITION SURVEY FILE: 5 MAP: 21-011 11

DIRECTOR, DEPT. OF NATURAL RESOURES

DEAL ISLAND PLACEMENT SITE - PLANTING PLAN FILE: 5 MAP: 21-014 14

J A

NO.

SHEETFILE & MAP

NO.

TITLE

INDEX OF DRAWINGS

MAINTENANCE DREDGING

WICOMICO RIVER

SUBMITTED:

RECOMMENDED:

APPROVED:

PROJECT MANAGER

CHIEF, OPERATIONS DIVISION

CHIEF, NAVIGATION BRANCH

REQUIRED BY ER 1110-1-8152.

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

DESIGNATIONS OF INDIVIDUALS APPEAR

SIGNATURES AND REGISTRATION

CORPS OF ENGINEERS. THE INITIALS OR

BALTIMORE DISTRICT, U.S. ARMY

THIS PRODUCT WAS DESIGNED BY THE

CHIEF, NAVIGATION SECTION

RECOMMENDED:

V-101 number:

reference

Sheet

M A

R Y

L A

N D

M A

E N

A N

C E

D R

E D

O M

E R

C O

V E

R S

H E

E T

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

B A

L T

R E

T R

M a r k

D e s c r ip ti o n D a te

A p p r

M a r k

D e s c r ip ti o n

US Army Corps of Engineers

Baltimore District

A p p r

D a te

M D

MPhipps-Dickerson License Stamp s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b b m it te d b o t d a t s ig n f il e n ie f

N a v

B r a n w n b y

D r a w in g c o d o t s c a l

CENTERLINE FILE: CL042A8

CENTERLINE

STATION EASTING NORTHING

0+000.00 1597642.12 200874.36

8+391.27 1605956.13 199738.33

17+189.25 1614633.12 198284.28

21+202.80 1618601.12 197681.26

27+728.43 1624408.10 200658.30

32+459.33 1629074.09 201439.30

37+582.81 1634099.08 200439.54

39+725.53 1635414.08 202131.29

41+487.15 1636301.07 203653.31

45+443.51 1636252.07 207609.37

46+643.59 1636897.07 208621.39

52+431.17 1641865.06 211590.41

53+867.98 1642729.06 212738.42

56+843.24 1643721.04 215543.45

59+035.96 1645543.02 216763.44

60+675.54 1647180.02 216855.43

62+752.16 1649186.01 217392.42

63+860.52 1650294.01 217420.42

68+474.80 1654698.04 216043.40

69+846.33 1656009.03 216446.40

71+475.04 1657002.01 217737.39

72+858.85 1657369.98 219071.39

74+389.09 1657998.96 220466.38

76+023.24 1659505.95 221098.38

78+371.58 1661853.95 221138.37

80+203.35 1663493.93 221954.36

81+553.51 1664468.91 222888.35

82+793.74 1665067.89 223974.35

84+619.67 1664983.86 225798.35

86+075.19 1665469.84 227170.34

87+253.76 1666137.82 228141.34

88+657.19 1667423.81 228703.33

89+638.32 1667998.79 229498.33

91+467.05 1668576.76 231233.32

92+172.69 1668637.74 231936.32

93+123.60 1668487.73 232875.32

94+926.74 1667500.70 234384.32

95+710.16 1667408.69 235162.32

97+051.91 1668196.67 236248.31

97+790.71 1668855.66 236582.31

98+761.36 1669785.65 236860.30

99+628.92 1670494.64 237360.30

100+810.60 1671408.63 238109.29

101+852.89 1671852.61 239052.29

103+289.35 1671599.59 240466.29

104+380.06 1672451.58 241147.28

104+986.83 1673010.58 241383.28

106+720.66 1674718.60 241085.26

107+469.65 1675236.60 241626.26

108+985.59 1674899.57 243104.26

110+021.89 1674968.55 244138.26

110+593.83 1675263.54 244628.26

111+706.15 1676278.54 245083.25

112+667.79 1676801.53 245890.25

114+267.98 1677144.51 247453.24

114+927.38 1677543.50 247978.24

115+654.05 1678075.50 248473.23

116+191.29 1678550.50 248724.23

116+538.67 1678893.50 248779.23

117+409.73 1679764.51 248770.23

118+187.98 1680501.52 248520.22

119+284.02 1681276.54 247745.22

119+724.91 1681716.55 247773.21

120+048.37 1681915.54 248028.21

121+344.23 1682455.53 249206.21

121+814.33 1682905.53 249342.21

122+746.60 1683828.54 249211.20

123+268.64 1684258.55 248915.20

124+331.92 1684886.57 248057.20

124+608.88 1685093.58 247873.20

124+854.05 1685338.58 247864.19

125+195.67 1685667.58 247956.19

126+213.30 1686486.58 248560.19

126+706.96 1686956.58 248711.18

128+064.08 1688313.59 248728.18

129+915.83 1690045.62 248073.17

130+599.68 1690728.63 248039.16

132+469.64 1692592.64 248188.15

133+650.91 1693685.66 247740.15

134+048.14 1694080.67 247698.14

134+374.10 1694385.67 247813.14

134+868.55 1694744.66 248153.14

135+678.85 1695129.66 248866.14

136+226.82 1695488.66 249280.14

136+677.47 1695914.66 249427.13

137+106.67 1696343.66 249440.13

137+539.58 1696773.67 249390.13

138+006.70 1697179.67 249159.13

139+283.00 1697993.70 248176.12

139+791.19 1698453.70 247960.12

140+198.88 1698842.71 248082.12

141+879.84 1700263.71 248980.11

142+392.61 1700775.71 248952.11

143+793.04 1702002.73 248277.10

145+489.45 1703683.75 248505.09

146+031.85 1704012.31 248936.64

146+916.60 1704413.74 249725.09

147+776.15 1704852.73 250464.09

148+369.61 1705316.73 250834.09

149+809.73 1706668.74 251330.08

150+755.82 1707581.74 251578.08

151+237.92 1707992.74 251830.07

152+626.75 1708283.73 253188.08

153+462.72 1708740.72 253888.08

154+110.73 1709008.72 254478.08

155+018.59 1709570.72 255191.08

156+083.76 1710071.71 256131.08

156+812.29 1710721.71 256460.07

157+521.66 1711413.72 256616.07

158+147.70 1711945.72 256946.07

158+850.33 1712503.72 257373.07

161+850.33 1713071.61 260318.83

WICOMICO RIVER CHANNEL COORDINATES

1713221.17 259773.92

1713237.97 259755.41

1712896.80 259121.53

1712679.49 257994.29

1712624.68 257894.86

1712535.33 257431.40

1712494.31 257271.43

1711979.85 256896.63

1711442.53 256545.68

1710798.60 256415.90

1710284.03 256154.48

1710043.83 255919.30

1709633.76 255149.90

1709073.25 254438.78

1708806.65 253851.86

1708354.15 253158.74

1708059.35 251782.93

1707611.78 251508.52

1706691.53 251258.55

1705353.98 250767.86

1704910.21 250414.00

1704479.46 249688.88

1704076.08 248896.59

1703724.60 248434.94

1701988.28 248199.45

1700914.80 248789.99

1700571.91 248888.14

1700459.31 248894.30

1700134.70 248809.87

1698874.49 248013.48

1698448.27 247879.81

1697946.63 248115.36

1697130.66 249100.73

1696749.84 249317.39

1696340.45 249365.00

1695928.34 249352.51

1695532.14 249215.80

1695191.73 248823.24

1694804.96 248106.94

1694426.27 247748.30

1694090.45 247621.68

1693667.11 247666.70

1692796.10 248023.70

1692350.03 248093.52

1690729.76 247964.01

1690030.12 247998.85

1688520.91 248569.59

1688064.55 248650.05

1686968.79 248636.33

1686521.21 248492.54

1685701.03 247887.67

1685347.52 247788.81

1685063.89 247799.24

1684830.77 248006.45

1684205.55 248860.64

1683800.54 249139.42

1682911.38 249265.63

1682509.61 249144.20

1681980.07 247988.99

1681754.94 247700.51

1681247.48 247668.22

1680625.27 248290.41

1680240.68 248529.51

1679977.17 248618.89

1679513.75 248697.81

1678899.09 248704.17

1678759.85 248681.84

1678408.71 248564.48

1678287.37 248500.36

1677980.17 248282.09

1677741.02 248059.57

1677482.20 247773.62

1677325.24 247567.09

1677174.90 247241.81

1676871.87 245860.88

1676329.44 245023.87

1675315.67 244569.43

1675042.17 244115.14

1674991.04 243348.71

1675028.27 242877.19

1675318.70 241603.56

1674745.11 241004.51

1673194.72 241275.02

1672855.50 241236.39

1672490.31 241082.22

1671763.58 240501.35

1671699.84 240331.84

1671930.65 239041.97

1671469.27 238062.02

1670540.08 237300.57

1669818.87 236791.95

1668883.57 236512.37

1668408.97 236271.83

1668139.92 236042.39

1667586.85 235280.15

1667506.66 234972.51

1667573.11 234410.63

1668559.26 232902.97

1668713.26 231939.03

1668650.71 231218.02

1668066.31 229463.70

1667472.59 228642.80

1666187.47 228081.19

1665537.23 227135.98

1665059.46 225787.14

1665143.79 223956.66

1664529.06 222842.11

1663537.57 221892.30

1661872.18 221063.67

1659521.65 221023.63

1658055.20 220408.64

1657440.74 219045.85

1657070.40 217703.30

1656053.91 216381.73

1654697.85 215964.88

1650462.52 217289.15

1650095.97 217340.39

1649196.81 217317.67

1647191.95 216780.98

1645846.76 216705.39

1645335.48 216534.21

1644053.59 215675.86

1643675.06 215188.47

1642795.92 212702.54

1641916.15 211533.57

1637150.14 208685.26

1636825.95 208370.25

1636476.55 207822.05

1636330.78 207310.32

1636376.32 203633.48

1635476.36 202089.21

1634129.87 200356.95

1629072.92 201363.06

1624431.96 200586.25

1618613.79 197603.47

1614621.29 198210.22

1605944.86 199664.17

1597631.96 200800.05

EASTING NORTHING

RIGHT SIDE

1712914.46 259741.40

1712905.70 259590.32

1712848.21 259397.73

1712581.30 258013.22

1712585.40 257902.44

1712500.98 257464.50

1712387.25 257359.50

1712241.16 257222.52

1711922.97 256979.03

1711445.26 256682.71

1710641.37 256503.47

1710635.46 256500.48

1710016.68 256187.28

1709507.67 255232.25

1708944.19 254517.37

1708674.80 253924.29

1708213.31 253217.41

1707950.83 251992.46

1707825.66 251815.61

1707551.71 251647.63

1706645.95 251401.61

1705279.48 250900.31

1704795.25 250514.18

1704348.01 249761.29

1704058.90 249193.46

1703801.20 248783.17

1703745.23 248709.65

1703475.48 248552.53

1702190.84 248378.30

1701863.64 248439.21

1700796.88 249026.06

1700243.88 249056.31

1698810.92 248150.75

1698622.09 248091.53

1698304.54 248113.02

1698040.76 248236.88

1697228.69 249217.53

1696797.49 249462.86

1696346.87 249515.26

1695900.98 249501.75

1695445.17 249344.47

1695067.59 248909.04

1694684.37 248199.34

1694479.30 248005.12

1694172.06 247812.76

1694070.88 247774.61

1693704.22 247813.60

1692604.52 248264.34

1690727.50 248114.31

1690061.12 248147.49

1688326.85 248803.35

1686944.37 248786.04

1686451.95 248627.84

1685634.14 248024.72

1685329.64 247939.57

1685123.26 247947.15

1684942.37 248107.94

1684311.56 248969.76

1683856.54 249282.98

1682899.68 249418.79

1682401.45 249268.22

1681851.02 248067.44

1681678.15 247845.92

1681305.61 247822.22

1680542.18 248585.63

1679777.26 248845.10

1678887.91 248854.29

1678526.40 248796.33

1678031.68 248534.91

1677487.69 248028.75

1677074.79 247485.46

1676781.86 246150.51

1676602.63 245721.24

1676351.56 245333.83

1675982.78 245032.86

1675211.41 244687.08

1674894.92 244161.38

1674824.00 243098.30

1675107.89 241853.33

1675009.53 241497.56

1674802.74 241281.59

1674529.54 241194.38

1673001.74 241460.95

1672412.85 241212.34

1671637.70 240592.77

1671544.91 240346.03

1671774.58 239062.61

1671447.26 238367.42

1671167.72 238008.85

1670449.20 237420.03

1669905.87 237036.86

1669572.55 236874.88

1668827.74 236652.25

1668146.60 236307.02

1667330.76 235182.63

1667428.29 234358.01

1668416.19 232847.67

1668562.23 231933.61

1668502.80 231248.62

1667931.27 229532.95

1667375.02 228763.86

1666088.16 228201.49

1665402.44 227204.70

1664908.26 225809.56

1664992.00 223992.04

1664408.77 222934.60

1663450.30 222016.42

1661835.72 221213.07

1659490.24 221173.12

1657942.72 220524.13

1657299.23 219096.93

1656933.61 217771.48

1655964.15 216511.06

1654698.22 216121.92

1650304.54 217495.71

1649175.22 217467.17

1647168.09 216929.88

1645518.34 216837.17

1643658.63 215591.92

1642662.20 212774.31

1641813.97 211647.25

1636843.36 208676.66

1636176.80 207630.82

1636222.36 203952.37

1636085.22 203431.88

1635351.79 202173.38

1634254.66 200761.91

1633770.44 200581.40

1629075.25 201515.54

1624384.24 200730.35

1618833.87 197884.87

1618315.79 197800.49

1614644.96 198358.34

1605967.41 199812.49

1597652.27 200948.68

EASTING NORTHING

LEFT SIDE

POINT

SEMI

POINT

HOLLAND

WHARF

MT. VERNON

WILDLIFE MANAGEMENT AREA

ELLIS BAY

WILDLIFE MANAGEMENT AREA

ELLIS BAY

WILDLIFE MANAGEMENT AREA

ELLIS BAY

BRUSH

SEMI

POINT

ISLAND

POINT

COMI

IVE

ELLIS BAY

BRUSH

H U

G H S

C R E E

ELLIS BAY WILDLIFE MANAGEMENT AREA

BRUSH

HOLLAND

POINT

VICTOR

POINT

BRUSH

HARBOR ROAD

DECK

PARKING

WEBSTER

COVE

BRUSH

OYSTER HOUSE

LANE

BRUSH

RENSHAW

WICOMICO RIVER

BRUSH

O N

LAN

R O

BRUSH

S H

E S

C R E

E K

DEEP

POINT

BRUSH

BRUSHBRUSH

CONC

WICOMICO RIVER

CHERRYBRIDGE CREEK

WHITEHAVEN FERRY ROAD

W H

R O

C H

U R

C H

S T

R E E T

WHITEHAVEN

FERRY

BRUSH

PARKING

BRUSH

EEK

BRUSH

GREEN

HILL

C R E E

BRUSH

WICOMICO RIVER

BRUSH

H A R C U

C R E E

BRUSH

WACOMICO RIVER

T E

R R

R A N C H

BRUSH

BOAT

RAMPS

POOL

E E

T N

A V

C R

D -1

E E

T N

A V

C R

D -2

STEELE DR.

W E

O X

E I

N V

U T

W E

O X

U T

12.3

12.5

12.6

12.4

11.8

12.0

11.9

11.8

11.7

11.5 11.6

11.8

11.7

11.6

11.7

11.8

11.9

11.7

12.1

12.4

11.8

12.2

11.9

12.1

12.0

12.1

12.0

11.7

11.2

11.1

11.7

11.5

11.7

11.9

11.7

12.0

11.8

11.9

11.8

12.0

11.4

11.8

12.1

12.0

11.4

12.2

11.8

11.7

12.2

12.1

11.5

12.5

12.2

12.7

12.3

12.0 12.2

12.1

11.8 12.3

12.4

12.5

11.6

11.9

11.4

11.5

11.7

11.4

11.2

11.3

11.6

11.7

11.4

11.5

11.4

11.1

11.5

11.8

11.7

11.5

11.7

11.5

11.3

11.8

11.3

11.5

11.8

12.8

11.8

11.6 11.7

11.8

11.5

11.3

11.9

12.2

11.9

12.2

11.8

11.6

11.9

12.1

11.8

11.5

11.8

12.3

12.1

12.0

12.1

11.7

12.0

11.6

11.7

12.2

12.1

11.5 9.49.59.89.910.210.19.89.4

9.2 9.9

9.6 9.5

9.3

12.0

12.1

12.0

11.9

10.910.410.010.210.3 10.811.6

11.1 10.810.9

10.6 10.2

9.810.5

11.9

11.8

11.6

9.5

8.7

8.6

8.3

7.0

7.7

7.3

8.2

7.4

6.7

8.9

10.7

11.3

11.6

12.2

11.9

12.1

10.3 10.7

11.8

11.7

11.8

12.1

12.0

11.5

12.2

11.8

12.0

11.7

11.9

11.7

11.9

12.1

11.8

12.1

12.1 12.0

11.4

11.7

12.1 12.5

12.4

11.9

12.0

12.1

11.6

11.2

11.5

11.3

11.8

11.5

12.0

11.8

11.6

11.4

11.010.210.29.610.210.5 10.8

11.8 10.810.7

10.6 10.110.7

6.7

7.5

6.8

8.6

5.2

7.8

5.3

5.24.9

7.2 5.0

4.6

5.7

8.0 5.2

5.4

5.0

5.3

5.6

5.0

6.4

6.5 8.4

8.3

6.2 8.4

8.2

5.6

6.2

5.7

6.3

7.5

5.6

5.9

6.0

6.4

6.3

8.3

6.0

8.7

6.4

8.8

6.4 7.7 8.2

6.8

6.9

6.5

6.3

6.2 6.7

6.7

6.3

6.2

6.5 6.3

6.2

6.5

5.8

5.7

5.6

6.05.96.05.9 6.0

6.3

6.4 6.3

6.2

6.76.9 6.3

8.6

6.9

8.8

8.6

8.7

6.0

8.7

7.2

6.2 8.2

6.3 7.0 8.5

6.8 6.7

6.7

6.6 7.9

6.0 5.8

7.7

5.7

7.4 7.8

6.0 6.4 5.9 7.6

5.8

7.3 7.4

6.3

6.5

6.0

5.95.5 5.77.3

6.78.0

7.0 7.87.8

7.7

6.56.7

6.4

5.9

6.2 6.4

8.0

5.9

7.7 7.7

5.5 5.2

7.0 6.6

5.2 5.8 7.5

5.8

5.7

5.9

6.0

7.3

5.7

6.9

6.5

6.7

8.6

6.7

9.0

6.7

8.5

6.9

9.0

6.5

8.6

8.5

6.9

6.5

6.9

8.5

6.6

7.2 9.0

7.0 7.3

7.2

6.8

8.4

6.8

7.9 7.3

8.2

8.3

6.9

7.3

6.2

6.7

6.6

6.5

8.5

6.6

6.4

8.4

6.5

6.3

6.2

8.3

6.4

8.4

6.5

6.6

6.5

6.3

6.0

7.2 6.37.0

7.9 6.46.3

7.46.36.37.6 6.36.6

8.2

7.0

6.2

6.4

8.3 7.8 6.0

6.27.4 6.0

7.7

5.8

4.5

4.6

4.5

5.8

5.6

5.5

5.3

5.6

5.3

5.5

5.4

5.3

5.0

4.6

4.7

4.5

5.4

5.5

5.9

5.5

5.2

5.6

6.3

6.0

6.3

5.8

5.5

5.3

5.2

4.8

5.2

5.6

6.2

5.9

5.6

5.2

5.4

5.5

5.6

5.4

5.9

5.2

5.9

5.8

5.4

5.3

5.0

4.9

5.0

5.3 5.8

5.6 5.5

5.6

5.6 5.5

5.9

5.7

5.8

5.7

5.3

5.0

4.8

4.9

4.6

4.4

4.3

4.7

5.2

5.6

6.3

5.6

5.7

5.6

5.6 5.9 5.7 5.9 5.4 5.7 5.3 5.4 5.4

4.9

5.05.05.25.4 5.25.45.85.85.95.76.0

6.4 6.3

6.0 6.2

6.5

6.4

6.2 6.3 5.9

6.3 6.0

6.6 6.4

6.2 6.46.2

6.3

5.8

6.4 6.2

6.4 6.3

6.3

6.4 6.6

6.0 6.2

7.0 6.06.36.9

6.56.6 6.76.4

6.46.36.2

6.4 6.3 6.4

6.4 6.5 6.3

6.6 6.4 5.9 6.4

6.3 6.06.0

6.76.26.5

6.46.46.3

6.2

6.2 6.5 6.5 6.6 6.7 6.6 6.4

6.36.46.77.06.46.56.6 6.46.36.6

6.6 6.6 6.0 6.4 6.4 6.6 7.0 6.8 6.8 6.7

6.76.66.96.76.56.4 6.46.96.5

6.7 6.9 7.0 6.9

7.6 7.0 6.8 6.8

6.6 7.07.07.57.97.47.46.56.4

6.3 6.8 7.2 7.7 7.9 6.6

6.4

6.9

7.7

7.8 8.06.36.2

6.0

6.9

8.2

7.6

6.5

2.6

3.4

3.8

5.0

4.4 3.5

3.9

3.5

2.9

3.8

4.2

3.5 10.7

4.0

4.5

4.6

4.3

4.6

4.5

4.4

4.8

4.0

4.3

3.7

3.5

2.9

3.0

3.4

3.6

2.9

3.3

3.9

3.6

3.5 4.4

3.8

4.7

5.7

4.9

5.9

4.9

6.7

5.2

5.8

5.7

4.5

5.6

5.9

5.8

6.3

6.4

7.2

6.8

5.6

4.6

4.8

5.9

5.6

3.7

6.5

7.0

6.0

4.3

2.8

3.7

4.4

5.6

2.8

3.0

2.5

2.6 3.5 3.3 3.7 3.0

2.6 2.0

C E

N T

E R

L I

N E

A R

A D

C E

N T

E R

L I

A D

C E

N T

E R

L I

A D

TYASKIN

W E

T I P

Q U I N

COUNTY

BOAT

RAMP

RYLES HILL

TYASKIN

WHARF

21865

T Y

A S

Quantico

Wharf

Wharf Wharf

Wharf

Parrotts Simms

Harcums

GREENHILL

YACHT &

COUNTRY

CLUB

G O L F

C L U B

F A

W A

G R E E

N H

R I V

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COUNTRY

CLUB

SOUTH

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VER

C O

O P

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R O

A D

DITCH

BANK

R O

A D

R O

A D

WETIPQUIN

COMMUNITY

CENTER

WETIPQUIN NECK

WETIPQUIN

N E

B O

W H I T

E H

A V

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R O

A D

Pirates

Wharf

HEAD OF CREEK

B R

O T

M A T T

R O

A D

WETIPQUIN

ROAD

O A

R O

Y A

R O

A D

WETIPQUIN

A D

WETIPQUIN

C R E E

N A

N T I C

O K

R O

A D

OSCAR

H U R L E

STEPHENFIELD

L A

N K F O

R D

D R

T y a s k i n

H o r n e r

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G u t

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C u t m a p t i c o C r e e k

TYASKIN

CHURCH

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DRIVE

BIVALVE

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R O

A D

MUDDY

HOLE

ROAD

C r

B R

O A

C R E E

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B A

MUDDYH

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CEDAR

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C H

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JESTERVI

LLE

M U

D D

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W E

T I P

Q U I N

R O

A D

J E

S T

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V I L

L E

R O

A D

ROAD

R D

Bay Point

Mollies Point

P K

W Y

T Y

A S

K I N

N A

N T I C

O K

P E

A R

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D o n s o n

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LIGHTHOUSE

GREAT SHOALS

RIV

TOP

4 30

DEEP

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ROAD

S P

R Y

S P R

L A

R M

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R O

A D

LARM

ORE

R O

A D

HEAD

R O

A D

C A P

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H E

A D

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C R E E

ROAD

B R

O T T

M A T T

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HEAD OF

THE CREEK

COXS

CORNER

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COKE

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C H

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C H

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M U

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HOLE

ROAD

C L

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O A

C L

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C L

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CLARA

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Landing

Road

New

MEZIC

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W H I T

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A V

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WHITEHAVEN

LOCUST C

I N

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RIVER

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Ferry

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C O

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CREEK

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WHIT

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(1733)

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PEA

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S W

H A

R F

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Y A

C H

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F E

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HITEHAVEN DUNKER

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O N

Wharf

N O B L E

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F A

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W I C

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C O

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TRINITY

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W. RIDGE

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A D

G E

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L A

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Mt.

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Beach

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Victor

Point

Semi

Point

Island

Point

Wingate

Point

Monie

Point

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Nail

Point

MONIE

CREEK

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Bay

Sob

Point

L I T

T L

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D R

A W

B R I D

G E

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DRAWBRIDGE

R O

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M O N I E

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ROBYN

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ELLIS BAY

WILDLIFE MANAGEMENT AREA

WHITEHAVEN

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DEAL

ISLAND

CAPITOLA

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CAPITOLA

D O

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E Y

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C re ek

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C r e e k s o n a J

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M E R S E T

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H O

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CREEK

V E S E L

R O

A D

R D

S T

L N

L A

N E

H I L

CHURCH

ROAD

COUNTY

C O

O L

E Y

R O

A D

C O

O P E R

R O

A D

COOPER RD

C R E E

K V

W A

ROAD

CREEK

E B

B Y

ERMERE DR

R I V

E R

M E

R E

L N

ROAD

G r e e n

H i l l

C r e e k

M u d d y H o l e

M a r s h

H u g h C r e e k

W e b s t e r C o v e

V I

C T

O R

C R

E E

G u t

B e t h s

G u t

M o n i e M a r s h

M C I N

T Y

R E

C r e e k

H a r p e r

M o n i e

C r e e k

M o n i e

Mt. Vernon

W a i k i

C r

C R E E

Y B R I D

G E

S t o n e

C r e e k

K e n n y

M a r s h

L i n e

C r e e k

C o l l i n s

B a c k

C r e e k

ROAD

L A

N E

ICOMIC

BLUE

H E R O N

WAY

C O

G T

O N

A L L A

L A

N E

9 10

P L

A N

S H

E E

F I L

A P

O M

C O

U N

T Y

Sheet 2 of

A P

R I L

F il e n a m e

M D

J A

A W

PLACEMENT SITE IS 23,321.16 FEET.

APPROXIMATE DISTANCE TO

4000 FEET20002000 0

0.5 0

0.5 1 MILE

1 1 2…

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