20040339 Ver 1_COMPLETE FILE_20040308

IN REPLY REFER TO
Regulatory Division
Action ID No. 200411276
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638
Dear Mr. Huggett:
WETLANDS 1401 GROIjl,
JUN 2 g 2004
WATER QUALJTYSECTION
Reference the application of the Shallowbag Bay Club, LLC, for a Department of the Army - -
(DA) permit to construct two wave attenuators offshore of the Shallowbag Bay Club, located off
US Highway 64/264, on Roanoke Island, Dare County, North Carolina.
The Federal agencies have completed review of the proposal as presented by the application
and your field investigation report. Based upon our review of this project, we recommend that the
application be denied based on the potential of the proposed wave attenuators to adversely affect
navigation patterns in Shallowbag Bay and the riparian rights of adjacent property owners.
The Federal agencies may reassess their position if the proposed wave attenuators are
repositioned to reduce impacts to navigational interests.
Questions or comments may be addressed. to Mr. Raleigh Bland, Washington Field Office,
Regulatory Division, telephone [phone], extension 23.
Sincerely,
j
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
Washington Regulatory Field Office
P.O. Box 1000
Washington, North Carolina 27889-1000
June 22, 2004
Raleigh Bland, P.W.S.
Regulatory Project Manager
-2-
Copies Furnished:
Mr. John Dorney
Water Quality Section
VDivision of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Garland B. Pardue
United States Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Habitat Conservation Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Ronald J. Mikulak, Chief
Wetlands Regulatory Section
Water Management Division
United States Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
-3-
Mr. Ted Sampson, District Manager
Elizabeth City Regional Office
North Carolina Division of Coastal Management
1367 U.S. 17 South
Elizabeth City, North Carolina 27909
Commanding Officer
United States Coast Guard
Marine Safety Office, Wilmington
721 Medical Center Drive, Suite 100
Wilmington, North Carolina 28401
r
.. k
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
July 30, 2004
DWQ Project # 04-0339
Dare County
Mr. Jim Rose
Shallowbag Bay Club, LLC
353 Soundview Drive
Kill Devil Hills, NC, 27948
Subject Property: Shallowbag Bay Club, East of US 64/264, Manteo, Roanoke Island
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Rose:
You have our approval, in accordance with the attached condit ins and those listed below, to shade 0.071
acre of Public Trust/Estuarine Waters the purpose of constructing two wave attenuators at the subject
property, as described within your application received by the N.C. Division of Water Quality (DWQ) on
March 8, 2004, along with additional correspondence received June 8, 2004. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3400 (GC 3400). The Certification(s) allows you to use Nationwide Permit(s) when
issued by the US Army Corps of Engineers (USAGE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, Non-discharge, and regulations.
Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 211.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650.,
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httgJ/h2o.enr.state.nc.us/ncwetlands
One
rthCarohna
No
Naturalli
Mr. Jim Rose:
Page 2 of 3
July 30,2004:
Amount Approved
(Units) Plan Location or Reference
Stream N/A (feet)
404/CAMA Wetlands 0.071 (acres)
Waters N/A (acres)
Buffers N/A (square ft.)
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the molt recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wedands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.

Mr. Jim Rose:
Page 3 of 3
July 30, 2004:
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Tom Steffens in the DWQ Washington Regional Office at 252-946-6481.
AWK/cbk
Enclosures: GC 3400
Certificate of Completion
Sincerely,
0
Alan W. Klimek, P.E.
cc: George Wood, P.O. Box 3368, Kill Devil Hills, NC, 27948-3368
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
Filename: 040339Shallowbag(Dare)401
ENVIRONMENTAL
PROFESSIONALS
INC.
PLANNING FOR June 7, 2004
A BETTER
ENVIRONMENT
North Carolina Division of Water Quality
401 Wetland Certification Unit
Attn: Ms. Cindi Karoly
1650 Mail Service Center
Raleigh, NC 27699-1650
Dear Ms. Karoly,
WETLANDS 1401 GROUP
JUN 0 8 2004
WATER 4ALr WTI
This letter is with reference to your correspondence of April 27, 2004 regarding DWQ Project No. 04-0339
Shallowbag Bay Club, LLC. This letter requested justification for the proposal to construct wave
attenuators at the project site. The wave attenuators have been designed by Sound Marine and are based on
water depths, distance travel of the wave train, and other wave conditions as interpreted by the size and
characteristics of the waves. Because these wave attenuators have been designed by the engineers at
Sound Marine, we requested that they provide the calculations used for the determination of the structures
at the Shallowbag Bay Club.
Please find attached the calculations used for the design, which is the subject of your letter. Should you
have any other questions with regards to this matter, do not hesitate to contact me.
Sincerely,
Environmental Professionals, Inc.
`/ 6A74
rge H. Wood, CEP, PWS
GHW:kac
Attachment: a/s
cc: Shallowbag Bay Club Marina
P.O. Box 1270
Manteo, NC 27954
P.O. BOX 3368 • KILL DEVIL HILLS, NORTH CAROLINA 27948-3368 • 252-441-0239
FAX: [phone] EMAIL: [e-mail]
06/@3/2004 15:44 2524736176 JOE CHAMBLISS PAGE 02
,TUN-2-2004 13:35 FROM:SOUND MRRINE INC 510-395-93D5 TQ:1232473617'6 P,2
1%9A SRJINN ED
June 2, 2004
Goorge Wood
Dear Mr, Wood,
You had also requested Information regarding wave attenuation / floating breakwaters. There
are two (2) different types of waves, wake waves and wind driven waves. Wake waves have
different wave characteristics than wind driven waves. Their wavelengths are generally closer
together and tend to dissipate much quicker. A wake wave Is at its strongest point just after it
leaves the vessel. The weight and speed at which the vessel Is traveling plays a major role in
the type and size of the wake wave. The point. at which a vessel Is either rising to or returning
from a plane generates the largest wake wave actions. This Is called the 'critical displacement
hull wave'. This wave(s) folk wa the vessel's course line. On the lower and upper end of this
scale, the wake wave's degree angles rungs from 35 degrees to $0 degrees respectively. See
figures #1, e2, and 03. For our calculations, we used a 40-foot vessel traveling at 8.5 knots.
't'his should represent an average worst-case scenario.
Water depth and distanced traveled also has an effect on the wake waves. We assumed an
average water depth of approximately ton (10) feet and a distance traveled of approximately
400 feet for our calculatlons. See diagram below:
1118 Portwatch Way" Wilmington, North Carolina 284112 ' 919.395.9345' Fax [phone]
06/03/2004 15:44 2524736176 JOE CHAMBLISS PAGE 03
r JUN-2-2004 13;35 FROM-SOUND n4RINE INC 910-395-9305 T0;12524736176 P.3
All wave conditions are interpreted by size and wavelength. In regard to the breakwaters and
wave attenuators, the wavelarngths are the rrlost critical. They are measured by seconds (the
time It takes to travel from one crest to the following crest). That time period in relation to the
depth of water In which It travels can be calculated from crest to crest. See chart below:
Wavelength and Water Depth Relation
Water
Depth
This distance is the basis for all breakwater / attenuator design criteria. Remember, adequate
protection is all site speciflo. If the wavelength period Is greater than 3,0 seconds, fixed
breakwaters generally perform the hest. If the wavelength period is less than 3.0 seconds,
floating wave attenuatore would be the preferred option, for cost and environmental concerns.
Your site, using the vessel type, speed and conditions outlined earlier, generate a wavelength of
less than 2.5 seconds, This puts you well Into the floating wave attenuator range for wake
waves. It Is our understanding that your fetch is substantial (the distance across a water body).
Wind generated waved could be extreme, however, your shallow water depth works in your
favor.
Although your area can build a good chop, It Is our preliminary option that it would rarely form
waves with a wavelength period greater that 3.0 seconds or 32 feet, This also allows floating
attenuation methods for wind waves. We manufacture a modified 312 system for floating wave
attenuation. This system Is triple banded with 2" x 12" and a heavier duty framing system.
Concrete ballasting and predetermined Increase of depth add to the 312 system's wave
attenuation performance ("e diagram). The increases mass is offset by Increased floatation
depth. This allows us to incorporate the wave attenuator with our standard 312 or 210 systems.
We have detailed yours as a stand-alone floating attenuator OPTION I, and Incorporated with
access for additional dockage OPTION Il. The type of wave attenuation required to protect your
facility can be calculated In two ways, vertIC84 and horizontally. Narrow systems require depth,
and wide systems require less depth. The rule of thumb Is as follows,
Period in Seconds
06/Q3/2004 15:44 2524736176
JOE CHAMBLISS
JUN-2-2004 13037 FROM:SOUND MARINE Its': 910-355-5305 TO:1E5247361T5
• Oraft ? 2.5 H (See Fig. 4)
or
• Breadth -?- L / 2 (See Fig, 5)
or
Combinations of each
PAGE 04
P,4
Your proposed floating ottenuator specified at 8 feet in width is minimal for the L 1 2 at a
predetermined 21 foot wavelength, It will be necessary to increase the draft to compensate for
the marginal width, as described earger, Also Included is an option for an accessible floating
attenuator that could serve as additional dockage. We have drawn this attenuator at 12 feet in
width. The floating dock itself, under there calculations, should allow approximately 5% of the
wave force to enter the basin as long as its length is greater than L / 2. The 12 foot wide
floating main Is proposed at approximately 425'. That Is 18 X greater than the minimum
requirements. The only area of concern is the opening (approximately 90 feet, see detail
drawing). Waves can enter beyond this Opening, however, will bend In radius shape and
dissipate quickly. The angle of entry will also help prevent wave reflection. In considering wind
waves, we have calculated a wave length to wove height ratio using a fetch of 6,000 feet that
would adequately be defused with this 312 system under most normal conditions, Please be
advised, that during severe weather conditions, this dock wlii be wet from the spray of wave
action, Below is a table outiining your exposure limits to wind driven waves.
CiEN6tZALIT AVI CHARACTEMSTIC$ BMED ON yVt!
Wind fetch distance In nautical miles
Wind 0.5nm 1nm 4nm
10 kts
Height 03 ft 0.4 ft 015 ft 0.8 ft 0.9 ft 1.2 ft
Period 1.1 sec 1.3 sec 1.7 sec 2.1 sec 2.4 sec 2.9 sec
Duration < 36 min 46 min 73 min 115 min 152 min 180 min
20 Ms.
Ht. 0.6 ft 0.9 ft 11.3 ft 1.8 ft l1ft 2.3 ft
Per. 1.4 sec 1.8 sec 2.2 sec 2.8 sec 2.8 sec 3.2 sec
Our, < 25 min 35 min 50 min 60 min 70 min 90 min
W L 10 ft 18 ft 22 ft 34 ft 40 ft 50 ft
Wind 0,5nm 1nm Snm 4nm _ 6nm_._ _ . 10nm
30 kts
Ht, 1.1 ft 1.5 ft 21 ft 2.5 ft 2.6 ft 3.0 ft
Per. 1.7 sec 21 sec 2.6 sec 3.0 sec 3,3 sec 3.8 sec
Our. < 20 min 30 min 45 min 50 min 55 min 75 min
W L 14 ft 22 ft 32 ft 44 ft 56 ft fib ft
40 Me
Ht. 1.5 ft 2.1 ft 27 ft $.5 ft 4.0 ft 4.5 ft
Per. 1.9 sec 2.4 sec 2.8 sec 3.4 sec 3.7 sec 4.2 sac
Dur, < 15 min 26 min 30 min 35 min 45 min 60 min
W L left 26 ft 40 ft 56 ft 68ft 80 ft
50 kts
Ht. 2.0 ft 2.8 ft 3.5 ft 4,4 ft 4.9 ft 5.4 ft
Per. 2.0 sec 2.6 sec . 3.0 sec 3.7 sec 4.1 sec 4.6 sec
Our. < 15 min 25 min 30 rain 35 min 40 min 50 min
W L 20 ft 32 ft 49 ft 66 ft is ft 92 ft
06/03/2004 15:44 2524736176
JUN-2-RW4 13:38 CROM:SOUND MARINE INC
JOE CHAMBLISS
910-395-9305
PAGE 05
M;i2524736176 P.5
The 312 system will begin to slowly lose its effectiveness when the wavelengths (W i.) exceed
25 lest and the wave period (Per) exceeds 2.8 seoonds. Beyond these limits, your basin will
experience some degree of movement. An acceptable range Is generally based on the 'Martini
Rule'. Simply stated, the basin movement should not exceed the force necessary to spill a
martini setting on an eft dock. This may sound humorous, however it is WON known with many
wave climate-engineering firms. Only you can assese the amount of exposure you are wllling to
accept, based on the cost to limit that exposure.
Our preliminary recommendations are basic in nature, it may be advisable to consult a wave
climate-engineering firm for more accurate predictions. As you mentioned, your knowledge of
the local area may very well be the best IrKerpretetion of the wind / wake climate. Please revlew
and advise.
MDJ: cmi

JUNI-2-2004 13:39 FROM:SOUND MARINE INC
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MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom Steffens
WO Supervisor: roger thorpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Shallowbag Bay Club
Project Number 04 0339
Recvd From DCM
Received Date 3/8/04 Recvd By Region
Project Type construct two wave attenuators
County Dare
County2
Region Washington
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
AMA PT/EW FT-0 N ? 30-21-3 sc ?- 30,151. 0.07F F-
CMitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y Q N
Is Mitigation required? Q Y Q N Recommendation: Q Issue 0 Issue/fond Q Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Hold- applicant needs to J ti need to enclose 1.75 acres of public trust waters and length of
atttenuators. Attenuators a.. ar longer than necessary in relation to shoreline and marina, allowing
rebuilding of wave action with the increased fetch. Site visit on NE 20 kt winds reveals questionable
cc: Regional Office
Central Office Page Number 1
Facility Name Shallowbag Bay Club County Dare
Project Number 04 0339 Regional Contact: tom Steffens
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H Sullins, Deputy Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
Fax #: [phone]
Fax To: ? S-?e- ?,, Fax #:
Company: Date:
.
Number of pages including cover sheet: -`7
Notes or special instructions: S ? a IOU) v
e- 0,1+q C-
e.

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V1111 0 A1,45
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N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 276042260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
1. .{
NCDENR 0 4 0 3 3 9
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Acting Director William G. Ross Jr., Secretary
March 5, 2004
MEMORANDUM: WETLANDS 1401 GROUP
TO: Mr. John R. Dorney
Environmental Biological Supervisor MAR S 2004
Division of Water Quality WATER QUALITY SECT10t4
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Shallowbag Bay Club
Project Location: East of US 64/264, Manteo, Roanoke Island, adjacent to Shallowbag Bay
Proposed Project: Construct two wave attenuators
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by March 26. If you have any questions regarding the proposed project, please contact
Frank Jennings at [phone]. When appropriate, in-depth comments with supporting data
are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Shallowbag Bay Club, Inc. Major Modification #132-89
2. LOCATION OF PROJECT SITE: East of US 64/264, Manteo, Roanoke Island, Dare County adjacent
to Shallowbag Bay
Photo Index - 2000: 182-2158 (W-14) 1995: 182-1881 (S-16) 1989: 152-6 (Q-9, 10)
1984: 141-1569 (Q-9) 1978: 83-362 (M-13, 14)
3
4
State Plane Coordinates - X: 2986500
INVESTIGATION TYPE: CAMA
Y: 800200 Manteo Quad (LR) GPS: E061418A
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 06/06/03
Was Applicant Present - NO
5. PROCESSING PROCEDURE: Application Received - 02/02/04
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Manteo
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Marina dock system, condominiums, breakwater system
Planned - 2 wave attenuators
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
(C) Public Trust/Estuarine
Waters
3,080 sq. ft.
(D) Total Area Disturbed: 3,080 sq. ft. (.071 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct two wave attenuators adjacent to his
property and in Shallowbag Bay.
Shallowbag Bay Club, Inc. Major Mod#132-89
Field Investigation Report
Page 2
The applicants' property consists of a 6.66 acre tract located behind McDonald's restaurant on
the east side of US Highway 64/264 in Manteo, on Roanoke Island, Dare County. The
property is adjacent to Shallowbag Bay and is "U" shaped with a 120 feet wide and 750 feet
long basin in the center that connects to Shallowbag Bay. The property is the site of an
authorized 76 unit condominium complex and a 99 slip marina. At this time the project is
nearly complete.
The adjacent property to the north is a Juncus marsh, and the adjacent property to the south is
also a Juncus marsh and is separated by a canal. The soils on the property are sandy and the
vegetation consists of yard grasses and ornamental shrubs.
The waters of Shallowbag Bay are classified as SC by the Division of Environmental
Management. All waters in Shallowbag Bay and its tributaries are declared as prohibited
territory for shellfish taking by the Shellfish Sanitation Branch.
In order to reduce the wave action experienced at the marina, the applicant proposes to
construct two wave attenuators in Shallowbag Bay near the entrance of the marina. The
proposed wave attenuators resemble a floating dock in that guide pilings are used as horizontal
stabilizers, and to keep the structure in place. The proposed attenuators are 4 feet wide and 26
inches thick. One unit is proposed to be 378 feet long, and the second unit is proposed to be
392 feet long. According to the proposal, the pilings will be approximately 34 feet long with
approximately 13' above the Normal Water Level (NWL). The water depths in the area of the
development proposal range from -6 feet to -7 feet below NWL and the bottom is sandy with
some silt.
The proposed location of the 378 feet long attenuator is generally parallel to the shoreline,
approximately 400 feet from shore, and approximately 200 feet waterward of the existing
marina structure.
The proposed location of the 392 feet long attenuator is perpendicular to the shoreline and
adjacent to the existing northern pier and boat-slip structure, starting at the shoreline and
running in an easterly direction into Shallowbag Bay. An 85 feet wide opening will separate
the two structures.
a
Shallowbag Bay Club, Inc.
Field Investigation Report
Page 3
Major Mod#132-89
The proposed structure will shade 3,080 square feet of Public Trust Area and Estuarine Waters
Areas of Environmental Concern (AEC).
Location of structures within the Public Trust Waters will constitute a greater obstruction to
navigation of vessels transiting laterally along this shoreline. It will effectively enclose an area
of approximately one and three quarters acres of Public Trust, in addition to a similar area
already enclosed by permitted docks.
Temporary water turbidity will occur during construction.
Submitted by: Frank A. Jennings, III
Date: March 3, 2004
Personal Account Information Redacted
Form DCM-MP-1
APPLICATION FER ?21.14

(To be completed by all applicants)
b. City, town, community or landmark
Manteo
1. APPLICANT
c. Street address or secondary road number
East of 64-264
a. Landowner:
d. Is proposed work within city limits or planning
Name Shallowbag Bay Club,.LLC. c/o Jim Rose jurisdiction? X Yes No
Address 353 Soundview Drive e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Shallowbag Bay, Roanoke Sound
City Kill Devil Hills State NC
Zip 27948 Day Phone see agent
3. DESCRIPTION AND PLANNED USE
Fax:
OF PROPOSED PROJECT
b. Authorized Agent:
Inc.
Name Environmental Professionals a. List all development activities you propose (e.g.
, building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address PO Box 3368 Owner proposes to place two (2) wave attenuators at
the existing marina to provide protection for the
City Kill Devil Hills State NC existing boating facility and vessels
b. Is the proposed activity maintenance of an existing
Zip 27948 Day Phone [phone] project, new work, or both? both
c. Will the project be for public, private or commercial
Fax [phone] use? commercial
c. Project name (if any) Shallowba Bay Club d. Give a brief description of purpose, use, methods of
EPI # 00-073 construction and daily operations of proposed project.
If more space is needed, please attach additional
pages. The p=ose of this project is to protect the
NOTE: Permit will be issued in name of landowner(s), and/or existing docks and breakwater. Pre-constructed wave
project name. attenuators will be transported to the site by barge
and pilings will be emplaced using a hydraulic
dredge These wave attenuators are free floating and
2. LOCATION OF PROPOSED will be held in place by the pilings which allow for
vertical movement of the attenuator.
PROJECT
a. County Dare
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 392,698 SF. 9.02 acres
b. Size of individual lot(s) N/A
c. Approximate elevation of tract above MHW or NWL
+/-5feet
d. Soil type(s) and texture(s) of tract
sandy soils
e. Vegetation on tract lawn grass
f. Man-made features now on tract existing marina and
boating facilfty
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
X Conservation Transitional
X Developed _ Community
Rural Other
h. How is the tract zoned by local government?
Develoied
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? X Yes _ No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National Register
listed or eligible property?
Yes X No
Are there wetlands on the site? X Yes _ No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? No
(Attach documentation, ifavailable)
m. Describe existing wastewater treatment facilities.
City sewer
n. Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) surface runoff
o. Describe existing drinking water supply source.
City water
5. ADDITIONAL INFORMATION
In addition to the completed application fonn, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then forward
a copy of the deed or other instrument under which the
owner claims title, plus written permission from the
owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 710203 for a detailed
description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. B lue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of Engineers
regarding that agency's use of larger drawings.) A site
or location map is a part of plat requirements and it
must be sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. Include highway or
secondary road (SR) numbers, landmarks, and the like.
•A Stormwater Certification, if one is necessary.
•A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Revised 03/95
Form DCM-MP-1
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name The Weeping Radish Partnership
Address P.O. Box 1471, Manteo, NC 27954
Phone
Name Jack Burrus
Address P.O. Box 913, Manteo, NC 27954
Phone
Name
Address
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Maior 132-89
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
proj ect.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 27 day of January , 2004_.
Print Name George H. Wood CEP PWS
Signature
or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
• A check for $250 made payable to the Department of DCM MP-2
Environment, Health, and Natural Resources DCM MP-3
(DEHNR) to cover the costs of processing the X DCM MP-4
application. DCM MP-5
X DCMMP-6
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10)
If the project involves the expenditure of public funds
or use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.

Revised 03/95
F
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, e.
Form DCM-MP-1. Be sure to complete all other sections of the
Joint Application which relate to this proposed project.
a. Dock(s) and/or Pier(s) N/A
(1) Commercial Private _ Community
(2) Number N/A
(3) Length N/A
(4) Width N/A
(5) Finger Yes , No X
Piers
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(6) Platform(s) Yes X No
(i) Number N/A
(ii) Length N/A
(iii) Width N/A
(7) Number of slips proposed N/A
(8) Proximity of structure to adjacent riparian property
lines Wave attenuator will be constructed a
MINIMUM OF 15 FEET SEPARATION
FROM ANY RIPARIAN LINE
(9) Width of water body 400 feet to shoal
(10) Water depth at waterward end of pier at MLW or
NWL N/A
b. Boathouse (including covered lifts) N/A
(1) Commercial Private
(2) Length
(3) Width
C. Groin (e.g. wood, sheetpile, etc.) N/A
(1) Number N/A
(2) Length
d.
Breakwater (e.g. wood, sheetpile, etc.) N/A
(1) Length
(2) Average distance from MHW, NWL, or
wetlands

Mooring buoys N/A
(1) Commercial Private - Community
(2) Number N/A.
(3) Description of buoy (Color, inscription, size, anchor, etc.
N/A
r
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond shoreline
N/A
f. Mooring structure (boatlift, mooring pilings, etc.) N/A
(1) Commercial Community Privat
(2) Number NIA
(3) Length N/A
(4) Width N/A
g. Other (Give complete description)
2 wave attenuator systems
Consisting of : 395 and 380 ft long wave attenuator
56 pilings (12 in X 35 ft) to secure wave
attenuator (on 14 ft centers)
Pilings will allow for vertical movement of attenuators
with tide and waves action, while protecting marina docks.
See attenuator sketches for details.
Shallowbag Bay EPI #00-073
Applicant f Project Name
Si re r
George H. Wood, CEP, PWS - Agent
Date January 27, 2004
(3) Maximum distance beyond MHW, NWL or
wetlands
Form DCM-MP-6
MARINA
DEVELOPMENT
(Required for the mooring of more than 10 vessels)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all other
sections of the Joint Application that relate to this
proposed project.
1. MARINA CHARACTERISTICS
a. Check below the type of marina proposed.
X Commercial Public Residential
b. Will the marina be open to the general public?
X Yes No
c. If there is residential development associated with
the marina, how many units or lots are planned and how
marry are currently developed?
yes, 81 units developed
d. Check all of the types of services to be provided.
_ Full service, including travel lift and/or rail
X Dockage, fuel, and marine supplies
X Dockage ("wet slips") only
Number of slips 99
_ Dry storage
Number of boats
0 Boat ramps
0 Other
e. Check below the proposed type of siting.
X Land cut and access channel
X Open water with dredging for basin and/or channel
Open water, no dredging required
Other
(describe)
f. Describe the-typical boats to be served (for example,
open
runabout, charter boats, sail boats, mixed
types
19-65 feet power and sail boats
g. Typical boat length

25 ft
h. Maximum boat length 65 ft
I. Are there any floating structures Yes, Wave
planned? attenuator
If so, describe to protect docks and moored vessels
2. MARINA OPERATIONS
a. Check each of the following sanitary facilities that
will be
included in the proposed project.
X Office toilets
X Toilets for patrons
Number 4
Location Ships Store
X Showers
X Boat holding tank pumpout
Type and location See plat
b. Describe treatment type and disposal location for all
sanitary wastewater Municipal System,
City of Manteo
c. Describe the disposal of solid waste, fish
offal and trash disposal -
Dumpsters and municipal trash service
d. How will overboard discharge of sewage
from boats be controlled? _
No discharge allowed, signs in marina notifying
of "NO DISCHARGE ALLOWED"
e. Give the location and number of "No Sewage
Discharge"
Form DCM-MP-6
signs posted. 2 --at sewage pump outs and
at Ships Store
f. Describe the special design, if applicable, for
containing industrial type pollutants, such as paint,
sandblasting waste and petroleum products.
Dual shut off safety system for fuel distribution
system
g. Where will residue from vessel maintenance be
disposed of?
N/A
h. Give the number of channel markers NONE
and "No Wake" signs posted.
I. Give the location of fuel-handling facilities, and
describe the safety measures planned to protect area
water quality.
Shown on plat-dual shut off safety system-
fueling by attendant
j. Describe design measures that promote boat basin
flushing or circulation and that reduce water quality
impacts.
Already approved by CAMA permit
k. What will be the marina policy on
overnight and live-board dockage?
No live aboard dockage-same as original
application.
1. Is the proposed marina located near any shellfish
leases?
Yes X No
If yes, give the name and address of the leaseholder.
N/A
in. If this project is an expansion of an existing
marina, what types of services are currently
provided? _
no
o. Is the marina proposed X Yes No
within a primary or secondary
nursery area? _
p. Is the marina proposed within an area open to
shellfish
harvesting? Yes x No
q. Give the location and number of 1 Pump
"Pumpout Available" signs available. out
(See
Plat)

Applicant or Pr ect Name: S lowbag Bay Club
Signature V 0'
George H. Wood, CEP, PWS - Agent
Date January 27, 2004
n. How many slips are now available? 84
CAMA MAJOR NARRATIVE
SHALLOWBAG BAY CLUB, LLC
The proposed project is a modification to the existing CAMA Major permit #132-89. Shallowbag Bay
Club, LLC is proposing an addition of two (2) wave attenuators at the entrance to the Shallowbag Bay
Club Marina. One wave attenuator is 395 feet long and is proposed 15 feet north of the southern property
line as extended into the water. The other is 380 feet long and is proposed parallel to the shoreline 385 feet
off shore. This development activity work is being proposed to provide protection for the existing docks
and entrance to the marina basin from the significant wind generated wave energy present at this location.
A modification was requested in mid 2002 for similar activities consisting of three wave attenuators and in
2003 for another alignment. This revised modification submittal addresses the concerns by the various
State and Federal agencies and the adjoining property owner by reducing the number, size and modifying
the arrangement of the attenuator to meet riparian corridors setbacks and to reduce impacts to navigation.
The marina is substantially built as proposed in the original application that allows for the location of slips
in the offshore basin. What was not available in 1989 was an adequate design of surface mounted wave
attenuators that would allow for control of wave energy associated with frequent strong northerly wind
events.
The attached plan distinguishes from the existing and proposed features and shows the proposed wave
attenuator alignment and location with respect to the channel, riparian corridors and the existing marina.
All proposed development at the site has been approved and is either constructed or nearing completion,
except for the two proposed wave attenuators. The wave attenuators are proposed to accomplish the
reduction in wave energy from the frequent northerly wind and waves that are currently causing damage to
the existing breakwater, outer docks and moored vessels.
The riparian corridors shown on the plat correspond to the channel alignment that was utilized in the
authorization off of the offshore piers in the original application. A shoal to the east of the marina currently
focuses wave energy (by refraction) from northerly and easterly wind events towards the marina and at the
mouth of the basin. Wave heights typically reach 3-4 feet on the frequent wind dominated events (15-20
knot winds).
The proposed attenuators will be constructed offsite using a commercial source (Sound Marine) and will be
floated into place. Pilings to secure the attenuator will be installed by a hydraulic pump to drive the 12" by
35 ft length pilings into the substrate. The pilings will extend 13 feet above the attenuator apparatus (length
into substrate will vary with substrate depths).
Prepared By:
George H. Wood, CEP, PWS
Environmental Professionals, Inc
January 27, 2004
F EB 0 2 20P
:`?qtr-. '?Ji...
? 4
WAVE ATTENUATOR DETAIL
13.
WATER LEVEL
- MLW
HATER LEVEL
Existing Substrate
Average depth -6.0 ft MLW
FEB
WAVE ATTENUATOR CROSS
SECTION AND PILING DETAIL
SCALE 1 in =10 ft
Note: attenuator will rise and fall with
water level
Environmental Professionals, Inc.
1127103
Shallowbag Bay Club
CAMA Major Modification
Wave Attenuator Request
SCALE 1 in =30 ft
(unless otherwise specified)
EXISTING SUBSTRATE
AVERAGE DEPTH= -6 feet MLW +1.0.5 feet
AT?9
QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 27, 2004
Dare County
DWQ Project No. 04-0339
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Jim Rose
Shallowbag Bay Club, LLC
353 Soundview Drive
Kill Devil Hills, NC, 27948
Dear Mr. Rose:
On March 8, 2004, the NC Division of Water Quality received your application for a 401 Water Quality Certification
for construction of two wave attenuators adjacent to your property and in Shallowbag Bay, Dare County. In accordance
with 15A NCAC 2H .0506, a thorough review of your application has been conducted by Mr. Tom Steffens of the DWQ
Washington Regional Office. Based on this review, we have determined that significant uses could be removed or
degraded by this project. Insufficient evidence is provided in your application to conclude that your project must be built
as planned. Therefore, unless modifications of the proposal are made, we will move toward denial of the 401 Certification
as required in 15A NCAC 2H .0507(e). Specifically, please investigate the following so that we may further review your
application for avoidance and minimization of impacts as required in 15A NCAC 2H .0506(b):
1. Please provide justification for your proposal to enclose 1.75 acres of Public Trust/Estuarine Waters. It appears that the
attenuators may be longer than necessary in relation to the shoreline'and marina, allowing rebuilding of wave action
with the increased fetch. Please specifically discuss the length and need for the two attenuators. Any calculations
which were used to arrive at the proposed design would be helpful.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of
Engineers place this project on hold. Also, this project will be placed on hold for our. processing due to incomplete
information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Tom Steffens in our Washington Regional
Office at [phone] or Cyndi Karoly in Raleigh at [phone].
Sincerely,
John Dorney
JRD/cbk
cc: Corps of Engineers Washington Regulatory Field Office
Tom Steffens, Washington DWQ Regional Office
Doug Huggett, DCM
File Copy
Central Files
George Wood, P.O. Box 3368, Kill Devil Hills, NC, 27948
040339
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748

¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
so that we can return the card to you.
¦ . Attach this card to the back of the mailpiece,
or on the front if space permits.
1, Article Addressed to: RO I d t rt qi G ?I v
Shallowbag Bay Club
353 Soundview Drive
Kill Devil Hills, NC 27948
DWQ* 04-0339 - Dare
Agent
Addresse
Is delivery arddress diffebnt from item 17 u xe:
If YES, enter delivery address below: ? No
Service Type
gLertified Mail
Registered
? Insured Mail
? Express Mail
PRetum Raceiptfor Merchandis
? C.O.D.
4. Restricted Delivery? Pd a Fee) O Yes
2.. Article Number 7003 3110 0001 3494 1883
(Transfer froirt sarvlce /aGelJ
UNITED STATES
>tKV ICr
t? First-Class Mail
Postage & Fees. Paid
USPS
Parmit Nn G-10
.Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
/ - -•-.tea,..,
J
~X~~~~
I V
a CONCRETE MONUMENT FOUND 1. PRESENT OWNERS: SHALLOWBAG BAY, LLC P
Q PK NAIL FOUND JAMES M. ROSE, JR. . CURRENT E~ ~ i ~
0 IRON PIN FOUND 225 EAGLE DR. KILL DEVIL HILLS, NC 27948 AND FLOW DIRECT~IN J ~ \ r ~
0 IRON REBAR FOUND cif ` • ti,
EXISTING UTILITY POLES 2. DEVELOPERS: SHALLOWBAG BAY CLUB, INC. C/0 P.O. BOX 2886 4`
® EXISTING TELEPHONE PEDESTAL KILL DEVIL HILLS, NC 27948 J N
® EXISTING CABLE TV PEDESTAL 3. THIS DRAWING ILLUSTRATES THE ADDITION OF WAVE ATTENUATING DEVICES / ~ - V M. ~ti E C, WANCr~E..,E
o EXISTING WATER METER FOR THE SHALLOWBAG BAY CLUB- MARINA. THE MARINA, OOCKS AND PIERS N
NT HEREON ARE EITHER AS CONSTRUCTED OR PROPOSED AS ILLUSTRATED. ~ ~ EXISTING FIRE HYDRA T AR N CESSARY TO REDUCE WAVE ACTION ,5. ~
THE WAVE ATTENUA ORS E E / - EXISTING WATERLINE EROSION IN THE VICINITY OF THE MOUTH OF THE BASIN. R'A ~M Sf ~ ~ l' ~ ~ 1 p~ qRi 4 '0F ~ ~ ~~~•1~~~~t_. i~~f11V~
- - EXISTING SEWERLINE aY ~gG,P9,~~ ,pR Hr 'Y
s0 EXISTING SEWER MANHOLE , 7iC., 5 GfPF1t
EXISTING STORM SEWER / 5 G7?PT}t \ , x
EXISTING DROP INLET
PROPERTY LINE , 7 DFPm ~ \ pR ci 0
RIGHT-OF-WAY 95 1~,N~fD ci \ ~ ~4r W
BUILDING SETBACK LINE cn 5' DPPTIi~
- - EXISTING SHORELINE
• • ' PROPOSED AEC LINE C.7 • , ~
= - _ ~y EXISTING CONTOURS -flo .~yt75 DF,Pft1 ~y5 DFPTtt 'Y~~ ``YY ~ ~3,
. n,,~ EXISTING SPOT ELEVATIONS f' • APPRO%M1ATE . APPRO%M1ATE ~
EXISTING PAVEMENT cwwnEL LocATroN CAlU PERMIT 132-89 i NNEL lOCATIDN \ HERMIT 132-89 ~ , DEP~i
P~4
EXISTING CONCRETE . ~
= 122 fro PROPOSED CONTOURS a~?u DEPFt1 \ `L~~ - t~' DEPIli ~ i ~ A~Q~ T
Iz3.+s PROPOSED SPOT ELEVATIONS , i ~ ~ / ~ • DPI ~~1/119H11 ~ ~
TcrzJ.~s PROPOSED TOP OF i ~ ~>rt CAR; ~A,, j
CURB ELEVATIONS M ~g4 ~ i ~~1 ~ o-2 QR 9Q FRq ~ SS~~ ~ ~
PROPOSED PAVEMENT ~ 9 o coo~tiN i ,r V~ ~
PROPOSED GEOWEB ~ ~ ~ ~ a ' . ` ~ ~ ~ r: ~ ~ oR ~ ~
' f1~ b 0 ' e ~ , ~e ti
PROPOSED CONCRETE ,r ~ ~ • • 0
-e.,- PROPOSED SIGN ~ ~ v ' v. •:1 ~ 40 ©
PROPOSED LIGHTS ~ c e \ ~hmr,u~~~ ~ ~ " ~ by ~ ~
PROPOSED BOLLARD LIGHTS 4 ti ~
PROPOSED WATERLINE . , ~ • • ~6 x ~ ` ~ ~
~ PROPOSED WATER VALVE • • • ~
~ PROPOSED FIRE HYDRANT ` . t , h~ ry5
~ PROPOSED WATER METER r. a w C ~ S 4;
n . ~ e PROPOSECI SANITARY aEWER , ? I
PROPOSED SEWER MANHOLE Y Q ® ~ / ~ ~ Q •
- PROPOSED STORM SEWER 1 ~ ,,nn J ~ 41
f ~ A~ PROPOSED JUNCTION BOX f'" ~ 573'45'44"E 112.07
~ PROPOSED DROP INLET - - ~IN~_ - ~ ~,S' / ~ ~ ~ ~ -
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• PORTIONS OF THIS DEVELOPMENT HAVE TS
r BEEN CONSTRUCTED AND ARE CURRENTLY OF 9 SHEFT OCCUPIED.
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