20041590 Ver 1_Complete File_20040929

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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 200500004
August 9, 2005
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557-3421
Dear Mr. Huggett:
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Reference the application of City of Wilmington and New Hanover County for a
Department of the Army permit to expand the James A. Loughlin Northside Wastewater Treatment
Plant (WWTP) facilities and construct an additional 19,400 linear feet of 30 inch PVC force main
from the plant to the outfall located at the Cape Fear River, in Wilmington, New Hanover County,
North Carolina.
The US Army Corps of Engineers have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State authorization:
1. All work authorized by this permit must be performed in strict compliance with the
attached plans, which are a part of this permit. This includes the project revision dated May
4, 2005, for the Smith Creek utility line crossing (directional bore) and placement of the outfall
structure behind the US Army Corps of Engineers Cape Fear Harbor Line. Any modification to
these plans must be approved by the US Army Corps of Engineers (USACE) prior to
implementation.
2. Except as specified in the plans attached to this permit, no excavation, fill or mechanized
land-clearing activities shall take place at any time in the construction or maintenance of this
project, in such a manner as to impair normal flows and circulation patterns within waters or
wetlands or to reduce the reach of waters or wetlands.
3. Except as authorized by this permit or any USACE approved modification to this
permit, no excavation, fill or mechanized land-clearing. activities shall take place at any time in
the construction or maintenance of this project, within waters or wetlands. This permit does not
authorize temporary placement or double handling of excavated or fill material within waters or
wetlands outside the permitted area. This prohibition applies to all borrow and fill activities
connected with this project.
4. Unless otherwise authorized by this permit, all fill material placed in waters or
wetlands shall be generated from an upland source and will be clean and free of any pollutants
except in trace quantities. Metal products, organic materials (including debris from land clearing
activities), or unsightly debris will not be used.
5. All mechanized equipment will be regularly inspected and maintained to prevent
contamination of waters and wetlands from fuels, lubricants, hydraulic fluids, or other toxic
materials. In the event of a spill of petroleum products or any other hazardous waste, the
permittee shall immediately report it to the N.C. Division of Water Quality at [phone],
Ext. 526 or [phone] and provisions of the North Carolina Oil Pollution and Hazardous
Substances Control Act will be followed.
6. If the permittee discovers any previously unknown historic or archeological remains
while accomplishing the authorized work, he will immediately notify the Wilmington District
Engineer who will initiate the required coordination procedures.
7. The permittee shall advise the Corps in writing at least two weeks prior to beginning
the work authorized by this permit and again upon completion of the work authorized by this
permit.
8. The permittee shall require its contractors and/or agents to comply with the terms and
conditions of this permit in the construction and maintenance of this project, and shall provide
each of its contractors and/or agents associated with the construction or maintenance of this
project with a copy of this permit. A copy of this permit, including all conditions, shall be
available at the project site during construction and maintenance of this project.
9. The permittee shall employ all sedimentation and erosion control measures necessary
to prevent an increase in sedimentation or turbidity within waters and wetlands outside the
permit area. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of
earthen fill, and the immediate stabilization of all disturbed areas. Additionally, the project must
remain in full compliance with all aspects of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statutes Chapter 113A Article 4).
10. The activity will be conducted in such a manner as to prevent a significant increase in
turbidity outside the area of construction or construction-related discharge. Increases such that
the turbidity in the waterbody is 50 NTU's or less in all rivers not designated as trout waters by
the North Carolina Division of Environmental Management (NCDEM), 25 NTU's or less in all
saltwater classes and in all lakes and reservoirs, and 10 NTU's or less in trout waters, are not
2
considered significant.
11. The permittee, upon receipt of a notice of revocation of this permit or upon its
expiration before completion of the work will, without expense to the United States and in such
time and manner as the Secretary of the Army or his authorized representative may direct,
restore the water or wetland to its pre-project condition.
2. Violations of these conditions or violations of Section 404 of the Clean Water Act or
Section 10 of the Rivers and Harbors Act must be reported in writing to the Wilmington District
U.S. Army Corps of Engineers within 24 hours of the permittee's discovery of the violation.
13. The West Indian manatee (Trichechus ntanatus), which is listed as a federally
endangered species, has been reported in the waters of New Hanover County. In order to protect
the West Indian manatee all work in the Cape Fear River should be done during the period from
November 1 to May 31. If work must be done during the period from June through October the
enclosed guidelines, entitled "Precautions for General Construction in Areas Which May Be
Used by the West Indian Manatee in North Carolina" must be followed.
14. The disturbed areas will be properly graded and provided a ground cover sufficient
to restrain erosion within (30) working days of the project completion.
15. The Permittee will maintain the authorized work in good condition and in
conformance with the terms and conditions of this permit. The Permittee is not relieved of this
requirement if he abandons the permitted activity without having it transferred to a third party.
Questions or comments may be addressed to Mr. Henry Wicker, Wilmington Field
Office, Regulatory Division, telephone [phone].
Sincerely,
Henry Wicker
Regulatory Project Manager
Enclosure
Copies Furnished (without enclosure):
Ms. Cyndi Karoly /
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Pete Benjamin
U.S. 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. Wesley Crum, Chief
Coastal Section
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Jim Gregson, District Manager
Wilmington Regional Office
North Carolina Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4
As issued
Subject: 401s issued
From: Noelle Lutheran <[e-mail]>
Date: Tue, 02 Aug 2005 12:16:16 -0400
To: Ian McMillan <[e-mail]>
CC: Cyndi Karoly <[e-mail]>, Laurie Dennison <[e-mail]>
040904, Hidden Hills Subdivision, New Hanover County, issued 8/2/05
041590, City of Wilmington WWTP upgrade, New Hanover County, issued 7/28/05
(Still having a few difficulties entering issued on BIMS, I will work with Patti
(admin) on it)
1 of 1 8/2/2005 1:18 PM
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July 14, 2005
TO: Ms. Noelle Lutheran
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
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JUL 2 0 2005
RE: Northside WWTP
DWQ#: 04-1590
New Hanover County, NC
Dear Noelle:
DENR -WATER QUALITY
WETLANDS AND STORMWATER ENO
Thank you for your letter dated November 9, 2004 in which you request additional
information regarding the above-referenced project. Below is a response to each of your concerns:
1. Please provide plans clearly showing the ne?v easement areas located iti jurisdictional
wetlands and located outside of the allotivable 10' maintenance corridor. For all easement
areas that exceed the 10' maintenance corridor in jurisdictional wetlands, please provide an
explanation for why more than 10' is necessary for a maintenance easement. III addition,
please quantify the total area of wetlands to be maintained outside of this 10' allolvable
corridor. If the area exceeds one acre, mitigation may be required.
The City of Wilmington and New Hanover County are proposing a 20' maintained corridor
along the force main route, which is the minimum maintenance width allowed by the County.
This project will result in 0.172 acre of temporary impacts (30'-wide construction easement)
and 0.112 acre of permanent impacts (20'-wide maintained corridor) to 404 wetlands (please
see the enclosed figures).
2. Please quanta separately the total area of proposed temporary impacts to 404 wetlands,
coastal wetlands, and streams Please clearly identify and depict these temporary impacts on
the site plaits.
Because the City and the County now plan to directionally drill the force main under Smith
Creek and its adjacent wetlands, proposed wetland impacts have been greatly reduced. The
applicant is proposing 0.172 acre oftemporary impacts (30'-wide construction easement) and
0.11 acre of permanent impacts (20'-wide maintained corridor) to 404 wetlands. No coastal
wetlands or streams will be impacted.
3. Anti-seep collars are not shown on the plaits. Please show on the plans where anti-seep
collars will be installed in accordance with the following condition (WQC#3374), and
provide a detail.
Enclosed are drawings showing the location of anti-seep collars.
4. Water Quality Certification #3402 states the following:
"Any wasteivater line that crosses any stream shown on the most recent version of the
1:24, 000 USGS topographic map or MRCS (SCS) County Soil Survey as permanent or
intermittent shall be installed with no joints connected within the footprint of a stream
channel or within 2 feet of the stream batiks. Otherwise, written concurrence from DWQ is
required. "
It has been deternined by this office that installation of numerous joints (20+) within the
footprint of Sniith Creek is not acceptable. In addition, it has not been demonstrated
adequately to this office that directionally drilling the force rttain belotiv Smith Creek is not a
viable option.
The applicant has revised the project and now plans to directionally drill the force main under
Smith Creek.
5. It is the understanding of this office that the current project as proposed is not acceptable to
the US Army Corps of Engineers (USACE) as previously discussed at the pre-application
meeting Please discuss the necessary revisions to the proposed projectwithHenty Wicker of
the USACE, and submit a copy of all revised plans along with the it formation requested
above.
Based on comments that we received from the U.S. Army Corps of Engineers and the
Division of Water Quality during a meeting on January 28, 2005, revisions were made to the
project. The applicant modified the diffuser location within the Cape Fear River and has
agreed to cross Smith Creek via directional drill. Site maps that demonstrate these revisions
were sent to the Corps, DWQ, and DCM in May of 2005.
2
We hope this letter adequately addresses all of your questions regarding theNorthside WWTP
project. Please give me a call if you need any additional information.
Sincerely,
Kim Williams
Wetland Scientist
Encl.
Cc: Ms. Cyndi Karoly, DWQ
Mr. Henry Wicker, ACOE
Mr. Doug Huggett, DCM
Mr. Hugh Caldwell, City of Wilmington
Mr. Greg Thompson, New Hanover County
Mr. Tony Boahn, McKim & Creed
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New Hanover County, NC
CAMA Major Permit Application
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
May 2004; revised June 2005
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Northside Wastewater Treatment Plant
City of Wilmington and New Hanover County
New Hanover County, NC
CAMA Major Permit Application
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
May 2004; Revised June 2005
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JUL 2 0 7005
DENR -WATER Qui+L? i l
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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
nq-1590
Alan W. Klimek, P.E. Director
Division of Water Quality
May 26, 2005
Mr. Hugh Caldwell D ; ``a t
City of Wilmington L?
305 Chestnut Street JUN 7 l(jnJ
Wilmington, NC 28401
DENR • VMI M UAU FY
Subject: James A. Loughlin WWTP Upgrade and Expansion }'FTUt'i?3?y'a s7C)W-MMi R riWXH
Smith Creek Crossing
Dear Mr. Caldwell:
This letter is being written in response to a letter received by this office on April 25, 2005, from McKim and
Creed, requesting written clarification as to the Division of Water Quality's position on installing the proposed
force main under Smith Creek via directional drill versus open cut.
Please note that the CAMA Major application received by DWQ on September 29, 2004, did not request an open
cut across Smith Creek due to previous comments form the NC Division of Marine Fisheries. The application
requested to lay ball and joint ductile iron pipe and allow the pipe to settle 1-2 feet below the mud bottom. The
use of ball and joint pipe within the footprint of the stream channel is not allowed under the General Water
Quality Certification for utility lines. Joints within the stream channel can be considered on a case-by-case basis
by DWQ, but written concurrence is required. Due to the length of the sewer line crossing the stream and the
number of the joints proposed (450 linear feet of pipe and more than 20 joints), the width and depth of the Smith
Creek at this location, and the fact that the US Army Corps of Engineers requires the pipe be located at least two
feet below the streambed, this office was not willing to give written concurrence for the project as proposed.
Reference in the letter from McKim and Creed is made to the fact that a FONSI was issued on this project. The
issuance of a FONSI does not mean that the project complies with all conditions of the local, state and federal
permits required.
Thank you for your cooperation on this matter. If you have any questions or concerns, please do not hesitate to
call me at [phone].
Sincerely,
4&&
Noelle Lutheran
Environmental Specialist III
cc: Henry Wicker, USACE Wilmington Regulatory Office
Ed Beck, DWQ WiRO
Cyndi Karoly, 401 Oversight Unit
Susan Fritzen, McKim & Creed
Kim Williams, Land Management Group
Noelle Lutheran - DWQ WiRO
North Carolina Division of Water Ouallty 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper lVahmally
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November 24, 2004
TO: Ms. Noelle Lutheran
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Northside WWTP
DWQ#: 04-1590
New Hanover County, NC
Dear Noelle:
0 7 2004
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504 Vicalan J'lieel
,flan leo, AV 27954
Aone: 252-473-34'00
Thank you for your letter dated November 9, 2004 in which you request additional
information regarding the above-referenced project. The applicant would like to wait until all
agency comments have been received before responding. Please continue to keep this application
on hold until that time.
Thank you for your assistance with this project.
Sincerely, ' A
Kim Williams
Wetland Scientist
Cc: Ms. Cyndi Karoly, DWQ
Mr. Doug Huggett, DCM
Mr. Hugh Caldwell
Mr. Tony Boahn
MEMORANDUM
TO: John Dorney Regional Contact: N. Lutheran
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name city of Wilmington : Northside Wastewater Plant
Project Number 04 1590
Recvd From DCM
Received Date 9/29/04 Recvd By Region
Project Type WWTP expansion
n_..a:a:...a_...
Stream
CI
County New Hanover
County2
Region Wilmington
Permit Wetland Wetland Wetland Stream ass Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CA MA 404 O Y O N 18-74-63 C Sw 30,624. 2.40 F
O Y ON F
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? ®0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? ®0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This eject has been placed on hold for additional information. 11/10/04 nml
cc: Regional Office
Central Office Page Number 1
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MCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
September 28, 2004
MEMORANDUM:

TO: John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
The City of Wilmington, New Hanover County
LlSEP 2 9 2004
V'?DSM STOERMW TERBRAtrt1
James A. Loughlin (WWTP), 23`d Street, Wilmington, NC
Proposed Project: Proposes to expand the James A Loughlin Northside Wastewater Treatment Plant
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 21, 2004. If you have any questions regarding the proposed project, please contact Robb
Mairs at [phone]. When appropriate, in-depth comments with supporting data is 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastaimanagement.net
An Equal Opportunity \ Affirmative Action Employer- 50% Recycled \ 10% Post Consumer Paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: City of Wilmington and New Hanover County
LOCATION OF PROJECT SITE: James A. Loughlin (WWTP), 23`d Street, adjacent to Smith Creek
and the Cape Fear River, New Hanover County
Photo Index - 2000: 204-211, 6 M-N 1995: 14-153, 21 N-0 1989: 4-17938, 10 R-S
State Plane Coordinates - X: 2325608 Y: 188382
INVESTIGATION TYPE: CAMA/D&F
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08/05/04
Was Applicant Present - Yes (Agent)
PROCESSING PROCEDURE: Application Received - 08/03/04 and 08/25/04 (Complete)
Office - Wilmington
SITE DESCRIPTION:
(A) Local Land Use Plan - City of Wilmington/New Hanover County
Land Classification From LUP - Conservation/ Urban Transition/Developed
(B) AEC(s) Involved: CW/EW/ES/CS/PT
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - County sewer system outfall to City of Wilmington
James A. Loughlin Northside (WWTP)
Planned - Install additional effluent force main from plant to the Cape Fear River
(F) Type of Structures: Existing -Northside (WWTP) and effluent force main
Planned - Additional effluent force main
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
(mixed coastal and 404) 52,272 sq. ft.
(Excavated) 52,272 sq. ft.
(B) Non-Vegetated Wetlands
(C) Other- (Highground Disturbance)
_ T T 531,432 sq. ft.
(D) Total Area Disturbed: 17.8 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: (Cape Fear): SC
swamp, Smith Creek: C Swamp Open: Closed
PROJECT SUILNIARY: The applicants propose to expand the James A. Loughlin Northside
Wastewater Treatment Plant (WWTP) facilities and construct an additional 19,400 linear feet of 30 inch
PVC force main from the plant to the outfall located at the Cape Fear River.
City of Wilmington and New Hanover County Northside Wastewater Treatment Plant
Page Two
PROJECT DESCRIPTION
The project site is located at the James A. Loughlin Northside Wastewater Treatment Plant facility on
North 23`d Street adjacent to Smith Creek and the Cape Fear River in New Hanover County. To locate the
property travel north approximately four miles from Market Street (US Highway 17) on 23`d Street
towards the New Hanover County International Airport. The project entrance will be located on the left at
2311 N. 23`d Street. The applicants' facility is on a 43 acre tract of land which averages approximately 25
feet above mean sea level. Highground development on the tract consists of existing buildings and
associated treatment structures. Buildings include an administration and maintenance facility located at
the northeastern entrance. Associated structures include an anaerobic digester and sludge storage
facilities located behind the administration building; an aeration tank and blower building located on the
southern end adjacent to 23`d Street; two secondary clarifiers and a effluent pump lift station which serves
the existing force main. Along the southwest end of the treatment facility the project corridor includes
approximately 12.2 acres of high ground for facilities expansion, including approximately 4.5 acres for
the sewer line easement and lift station. The project corridor towards the Northeast Cape Fear River
would follow along the Seaboard Coastline Railroad, N.C. Department of Transportation Smith Creek
Project and CP&L right-of-ways. Also proposed includes a 30' utility right-of-way with a 10' construction
easement on both sides of the right-of-way extending from the existing lift station site approximately
19,400 linear feet to the terminus of the project at the Cape Fear River. Vegetation within the corridor
near the lift station site consists of hardwood species including Bald Cypress (Taxodium distichum),
Black Gum (Nyssa sylvatica), Pond Pine (Pinus serotina) and Sycamore (Platanus occidentali). High
marsh vegetation along the shoreline of Smith Creek consists of mixed coastal and "404" type wetlands.
404 wetlands were delineated and approved by the Army Corps.of Engineers on October 5, 2001.
Wetland species were primarily of Narrow-leaved Cat-tail (Typha angustifolia), Saw Grass (Cladium
jamaicense), Salt Reed Grass (Spartina cynosuroides) and Bull Rush (Scirpus, spp.). A small band of
Smooth Cordgrass (Spartina alterniora) approximately 25 feet wide is located at the terminus end of the
project at the Cape Fear River, waterward of an existing headwall.
The Wilmington-New Hanover Land Use Plan classifies the wetland area of the project site as
Conservation and those areas above the 100 year flood elevation as Urban Transition. The waters of the
Cape Fear River are classified as SC Swamp waters and the waters of Smith Creek are classified as C
Swamp waters@ by the Division of Water Quality from the source to the Cape Fear River. Smith Creek is
considered Inland Waters by cooperative agreement between Division of Marine Fisheries and North
Carolina Wildlife Resources Commission. The Division of Marine Fisheries classifies the waters within
Smith Creek and the Cape Fear River as Primary Nursery Area (PNA) and it is closed to the taking of
shellfish.
City of Wilmington and New Hanover County Northside Wastewater Treatment Plant
Page Three
PROPOSED PROJECT:
The applicants propose to expand the James A. Loughlin Northside (WWTP) facilities and construct an
additional 19,400 linear feet of 30 inch PVC force main from the plant to the outfall located at the Cape
Fear River. The proposed project would expand the plant's existing permitted capacity of 8.0 million
gallons per day (MGD) to 16.0 MGD. The proposed force main would follow the same alignment of this
existing force main along Smith Creek, which would terminate to a proposed new outfall. The proposed
outfall would be installed adjacent to the existing outfall located near the Coastline Convention Center on
the Cape Fear River. The 30 inch effluent force main would be installed adjacent to an existing 30 inch
force main from the treatment facility to the existing lift station located at Walnut Street and would
terminate at the landward toe of the shipping channel of the Cape Fear River. The sections of the force
main crossing Smith Creek and part of the Cape Fear River would incorporate 30 inch ball and joint
ductile iron pipes. The section crossing Smith Creek would be laid beneath the surface mud bottom
approximately 1-2 feet at no greater of an angle (stress point) than 15 degrees. This method would allow
the PVC pipes to settle before connection without trenching creek bottom. The section on the Cape Fear
River would be accomplished with a directional bore under the river bottom approximately 4 feet in depth
and terminate at a new effluent diffuser "T", which would run perpendicular to the shipping channel and
be aligned approximately 8 feet landward of the toe of its slope. The 19,400 linear foot corridor consists
of a 30' wide utility right of way with 10' wide construction easements on each side of the right of way.
Disturbance within the corridors would involve the use of a mechanical excavator (backhoe) to trench,
place bedding sand and stone, bed pipe, and backfill to original grade. The applicant states that logging
mats would be used to reduce damage from heavy equipment and all disturbed areas would be re-
vegetated immediately after backfilling per the erosion control plan.
Proposed upgrades to the treatment plant facility would include new mechanical bar screens with 1/8 inch
openings and high efficiency fine grit removal; primary clarifiers and new primary sludge pumps;
secondary, or biological, treatment would be implemented by adding suspended growth activated sludge
for carbonaceous BOD and ammonia reduction by nitrification. Two secondary clarifiers would be added
adjacent to the existing secondary clarifiers with a new return activated sludge pump station; a new
effluent pump station would be added to the existing effluent pump station for the proposed force main; a
rotary drum dryer for the primary treatment and stabilization method for sludge that will produce a Class
A sludge; a new anaerobic digester adjacent to the existing digester and a single stage wet scrubber for
odor removal of both influent and the sludge. The proposed effluent pump station and force main from the
WWTP are within the 30 foot Coastal Shoreline AEC. A portion of the force main and diffuser located at
the outfall on the Cape Fear River is within the 75 foot Estuarine Shoreline AEC. Upland facility
upgrades are located outside CAMA AEC.
The Division of Land Resources has issued a Letter of Approval for the sedimentation and erosion control
plan for the project. The Division of Water Quality has issued a previous state NPDES Permit #
N00023965 for the existing force main. The Division of Water Quality issued a Finding of No
Significant Impact (FONSI) an Environmental Assessment (EA) submitted on October 7, 2003. These
are prerequisites for the issuance of a NPDES Discharge Permit and 401 Water Quality Certification by
the Division of Water Quality.
10. ANTICIPATED LV PACTS
The installation of the 30 inch force main would result in the excavation of approximately 1.2 acres of
mixed coastal/404 wetlands and approximately 0.026 acres of creek bottom. All areas will be returned to
the original grade and will be re-vegetated immediately upon backfilling. If construction is timed to
avoid periods of peak biological activity and conducted in strict accordance with the approved
sedimentation and erosion control plan, long-term impacts should be minimal.
Submitted by: R. Mairs Date: September 20, 2004 Office: Wilmington
Form DCM-MP-1
APPLI?AT'I
A
Q 3 ?,oo?
??N 2
C ASS PL M P
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Wilmington
a. Landowner:
c. Street address or secondary road number.
James A. Loughlin Plant;
2311 N. 23rd Street Wilmington, NC 28401
Name City of Wilmington; New Hanover
County c/o Mr. Hugh Caldwell
Address 305 Chestnut Street
City Wilmington State NC
?910) 341-7805
Zip 28401 Day Phone
Fax (9l0) 341-5881
b. Authorized Agent:
Name Ms. Kim Williams
Land Management Group, Inc.
Address P.O. Box 2522
City Wilmington State NC
Zip 28402 Day Phone [phone]
Fax [phone]
c. Project name (if any) Northside Wastewater
Treatment Plant Upgrade and Expansion
NOTE- Pennit ivilf6e issitedin name of
famfowner(s), and/or project name.
2. LOCATION OF PROPOSED
PROTECT
a. County New Hanover
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g.
river, creek, sound, bay)
Cape Fear River and Smith Creek
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose
(e.g. building a home, motel, marina, bulkhead,
pier, and excavation and/or filling activities.
Exnand Northside plant facilities: install additional
30" force main from plant to Cane Fear River.
Please see attached project narrative for details.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
Both
c. Will the project be for public, private or
commercial use? Public
d. Give a brief description of purpose, use,
methods of construction and daily operations of
proposed project. If more space is needed, please
attach additional pages.
Please see attached proiect narrative.
Revised 03195
Form DCM-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Facility: 48 ac, Force main:
19,400'x 40' = 17.8 ac, and service areas.
b. Size of individual lot(s) NA
c. Approximate elevation of tract above MHW
or NWL Plant: 15-25 ft above MSL
d. Soil type(s) and texture(s) of tract
Wetlands: Dorovan muck and Johnston loam:
Uplands: Urban Kureb sand Seagate fine sand,
Wriuhtsboro fine sandy loam and Craven fine
sandy loam
e. Vegetation on tract Areas undeveloped are
mostly cleared of vegetation (maintained right-of-
way)
f. Man-made features now on tract Existing
Northside treatment plant and force main
g. What is the CAMA Land Use Plan land
classification Of the Site? (Consult rile total land use plan)
X Conservation X Transitional
X Developed Community
Rural Other
h. How is the tract zoned by local government?
Airport/Industrial
1. Is the proposed project consistent with the
applicable zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment
been done for the tract? Yes X 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
1. Are there wetlands on the site? X Yes _ No
E C E IV E
D
E JUN' 2 3 8004
Coastal (marsh) Other X`
If yes, has a delineation ppb?e A N A af?M E NT
(Attach documentation, if`at3Tt O
m. Describe existing wastewater treatment
facilities.
Facility is a WWTP
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.)
Minimal surface runoff from plant: treated
wastewater dischariZed into Cape Fear River.
o. Describe existing drinking water supply source.
WWTP is connected to City water system.
5. ADDITIONAL INFORMATION
In addition to the completed application form, 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'/2" by I l" white paper. (Refer
to Coastal Resources Commission Rule 7J.0203
for a detailed description.)
Please note that original drawings are preferred
and only high quality, copies will be accepted.
Blue-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
Revised 03195
Form DCM-MP-1
the site. Include liighway 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 Management. Upon signing
this form, the applicant further certifies that such
notice has been provided.
Name See attached list
Address
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.
NPDES Permit 4N00023965
* A check for $400 made payable to the
Department of Environment, Health, and Natural
Resources (DEHNR) to cover the costs of
processing the application.
* 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.
ECEIVE
D ,
JUN 2 3 2004
6. CERTIFICATI "pwEMENT
TO ENTER Ol
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 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 project.
I further certify that the information provided in
this application is truthful to the best of my
knowledge.
This is the day of ` 1,n c , 20 0L.
Print Name K?M646 e. W1II;41nr i-r,„1 HAIL 4"1-1- Gar , Ir
Sienature
Lando vner or d uthorised Agent
Please indicate attachments pertaining to your
proposed project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
X DCM MP-4 Structures Information
DCM. MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in
the space provided at the bottom of each
form.
Revised 03/95
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
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.
Describe below the purpose ofproposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
T -ih Wirith Denth Denth
Access channel
(MLW) or
(NWL)
Canal
Boat
Boat
Ramp
Rock
Groin
Rock
Breakwater
Other (Excluding
shoreline
stabilization)
force main 20'40' N/A N/A
J'VF
D
JUN Z 3 2004
D? Ll MAN O EMENT
COASTA
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards none
b. Type of material to be excavated Muck:
loamy sand, sand
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X Yes No
d. Highground excavation in cubic yards
22,000 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Material will be
placed back on top of the newly installed force
main.
b. Dimensions of disposal area 19,400'x 40'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
d. Will a disposal area be available for future
maintenance? X Yes No
If yes, where? Within easement area

Revised 03/95
Form D CM-NIP-2
e. Does the disposal area include any coastal
wetlands (marsh), SAVs or other wetlands?
X Yes No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization NA
Bulkhead Riprap
b. Length
ECEIVE
D
JUN 2 3 2004
DIVISION OF
COASTAL MANAGEMENT
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes _ No
If yes,
(1) Dimensions of fill area Several wetland
areas: see figures
(2) Purpose of fill To restore grade of wetlands
once force main has been installed.
c. Average distance waterward ofMHW orNWL 5. GENERAL
a. How will excavated or fill material be kept on
d. Maximum distance waterward of MHW or site and erosion controlled?
NWL Silt fences; seeding
e. Shoreline erosion during preceding 12 months
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed
below water level
(1) Riprap
(2) Bulkhead baekfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No
b. What type of construction equipment will be
used (for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe
c. Will wetlands be crossed in transporting
equipment to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Logging mats will be
used.
dt-f ?rljt- WWT P
Applica or Project Name
V?
Signat re
G/[(/a
Date
Revised 03195
Form DCM-NIP-3
UPDEVELOPMENT
?svn
AGEMeN-t
Co AS1AL M
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA
Major Permit, For DCM-MP-1. Be sure to'
complete all other sections of the Joint Application
that relate to this proposed project.
a. Type and number of buildings, facilities, units
or structures proposed Expansion of Northside
facility and installation of additional 30" force
main; see attached narrative for details.
b. Number of lots or parcels N/A
li. Projects that require a CAMA Major
Development Permit may also require a
Stormwater Certification. Has a site development
plan been submitted to the Division of
Environmental Management for review?
X Yes No
If yes, date submitted March 4. 2004
i. Describe proposed method of sewage disposal.
Treated wastewater will flow into the Cape Fear
River through a diffuser.
c. Density (give the number of residential units
and the units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. W WTP: 12.2 acres;
sewer line easement: - 4.5 acres (temporary)
e. If the proposed project will disturb more than
one acre of land, the Division of Land Resources
must receive an erosion and sedimentation control
plan at least 30 days before land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan been submitted to the Division
of Land Resources? X -Yes No
If yes, date submitted Ayril 29 2004
f. List the materials (such as marl, paver stone,
asphalt, or concrete ) to be used for paved surfaces.
Concrete
g. Give the percentage of the tract within 75 feet
of MHW or NWL, or within 575 feet in the case'of
an Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. None
j. Have the facilities described in Item I. above
received state or local approval? Pending
(Attach appropriate documentation)
k. Describe location and type of proposed
discharge to waters of the state (for example,
surface runoff, sanitary wastewater,
industrial/commercial effluent, "wash down" and
residential discharges).
Minimal surface runoff from facility; treated
wastewater to flow into the Cape Fear River using
a diffuser.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
W WTP facility is connected to city water supply.
m. Will water be impounded?
If yes, how many acres?
n. If the project is an oceanfront development,
when was the lot(s) platted and recorded? N/A
Nat, J, w w--rP
Applicant or Project Name
Signat re
6 14 L
Date
Yes X No
Revised 03/95
Form DCNI-NIP-4
STRUCTURES
(Construction within Public Trust Areas)
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
which relate to this proposed project.
a. Dock(s) and/or Pier(s)
(1)_Commercial Community -Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL,
or wetlands
3 `?0
o ?N% o?-
N
O\?\ N\PNP?E
GO?
e. Mooring buoys
(1) Commercial -Community-
Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings,
etc.)
(1) -Commercial _Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (Give complete description)
Install 30" force main from the Northside facility
that will cross Smith Creek. Install diffuser in the
Cane Fear River. Please see narrative for details.
Nars? JL wLIJ -T P
Applicant or Project Name
1/... -(.1 L _ (d ??
Signature
Date
Revised 03195
t Aal. ,L % ??.
32
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Northside Wastewater Treatment Plant Land Alanagenzent Group, InG
City of Wilmington; New Hanover County Environmental Consultants
New Hanover County, NC Wilmington, N.C.
CAMA Major Permit Application May 2004
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CAMA Major Permit Application
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SCALE V = 2000'
Northside Wastewater Treatment Plant Land Ah magement Group, Inc. New Hanover County
City of Wilmington; New Hanover County Environmental Consultants SCS soils map of project area.
New Hanover County, NC Wilmington, N.C.
CAMA Major Permit Application May 2004 SHEET 3 of

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PUMP STATION
X
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STATION

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EXISTING
SECONDARY
CLARIFIERS
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DUSTING
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]lkH-N AND 5AAYER
Environmental Engineers & Scentists
LEGEND
-_- x
EFFLUENT
PUMP STAllCN
MUV DISINFECTION
SLUDGE DEW,,T-=I,
EFFLUENT FILT?S DRYING FACILITIES
- ----------------------
-
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NEW STRUCTURES
M3 ODOR C^N1R0

SLUDGE
THICKENING
FACILITIES
EXISTING STRUCTURES
TO BE MODIFIED
----- i FUTURE NUTRIENT
REMOVAL FACILITIES
LIQUID
[1-SLUDGE
STORAGE
d ? ED
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EURNER
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FACILITIES _ STORAGE
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- - --- ---------- -----
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PRIMARY PRIMARY SLUDGE
Cl_ARIfi; s5 PUMP STATION
---------- ---
----- ---------------- -----
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1-EXISTING ANAERO£IC DIGES EEFS
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BUILDING C5
TION BUILDING O\J?5`AP?P
G0
SHEET 7 OF 24

JAMES A. LOUGHLIN WWTP
CITY OF WILMINGTON
SITE PLAN
16 MGD FACILITIES
T
N
MCIWTY MAP - NOT TO SCALE
COUNTY. WORTH CMMNA "
I OAMD L ANES A. PIS L-16
T72. 41(11
CERTIFY THAT MIS PLAT RAS CRAW UxOf /J
SUPERVISION FROU M ACTUAL SURVEY.AD
UNDER MY SUPERVISION FRO. NFOUAAD ??
SNOMN IN GEED BOOKS ANO (OR) MAP, V
BEFERLVCEO ON THIS PLAT, THAT IJNEt,g ?.
ACIV
MD IiLT SURSFYLO VP[M AS B
WRE Pi011ED ROu wFORU AS 0
- THE RA(; THAT RIE RAI102R.PHC1,'v7K AS
CA,cUI,YEO BY LARNOS MJ?OP1Ay+4L5 IAS
GREATER MAN 1:10.000. MAja71f A R
CCAwJRO BY CCO90w ARVr.^P100 ,L 1 THIS RAT *Al
PMPMED IN ACOUREAMOC,-91 Ll1 7-K AS AMEXDCU
W NESS MY -IGMAL 'NNURE. GSTRADCM
NUMCOE SEA 11&44 „A_nAr OF-
STATE of NC
lE:N CAROLINA
COUNTY L REVIEW OFFK R OF
CWN V. C1.9WY TO THE BEST Of OF
KNOM,EMI ANDSEL6 MC MAP /P"' TO -c.
INS CRW"T)CN IS AFT I'D -COS MC
STATUTORY REQUIREMENTS FOR RECOROwC.
REMEM OFFICE
DATE
I
FILED FOR REG:TRAR- AT __ u O.C. A
THS _ OF AO _ i
IN PLAT CA9''HET _SDCE I
FLUSTER O DEEDS
x01[5
1. ALL pSTAHCES ARE H Z-TAL GROUND N U.S. SURVEY FEET
UNLESS OMERNSE SHOAL
2. BC-GS REFEREx TO NO W0 HAD 63
1 A C-G-_;,2ATCS S-.l TIE.-ZON ARC LOC w
(IAILESS OMERNSE STATIC) NM A COANIO FACTOR
FOR THIS PRO.ECT a I0000215M
4. SURVEYOR HAS MAOC W WMLSnOAT- CN
NCEPEHOIDIT SEMEN F- EASEMENTS OF REC:RO,
ENCUMBRANCES, RESIRN:RK COVENANTS. D-CR9NP
TIRE EMOENCE. OR MY OTHER FACTS THAT M
ACCURATE MO cuRI; Nr 011E SCAR- MAY DI Si.
S ALL BISDwOS. AND SURFACE AND SUBSURFACE
,UPROVEMENTS ON OR ADACENT 10 ME ATE ARE
NOT NECESSMILY SFOIN, HEREON.
6. THE LOCATION MO/OR EXrSTEHCE OF UTWTY -CE
UNES TO ME PR-C, a.VE_ ARE UNNNOM Nq
ARE NOT SHOARL
7, SBSURFACE MO E-0HUENTAL C-OWNS x AE
NOT ERMINED OR C-SCEREO AS A PMT OF MS
SURVEY. - ST.-T IS uAa C-a-N ME
EXSTFNCE O UHCER -.0 OR OVERHEAD I
C-TANKS OR FACUIKS THAT WAY AFFECT THE USE OR
DEVELOPMENT OF TmS TRACI.
B THE -O 'CERTIFY' -'CC.T.C.AIE_ AS
SHO-D HERE- HEMS M E-lSVUH CF --
OPINION RECAROwO THE FKTS OF ME SURVY M0
DOES NOT CONSDRIII A xARRANTY O GDARMIEE,
EXPRESSED OR IMPLIED.
I
i
I
I
I
I
TH, SURVEY IS OF MOTHER CAYELCRY, SUCH AS THE RECOU-AT1- i
O EX1SINS PARCELS. A CO RT--OERED SURVEY, OR OTHER EXCEPD- 70'
THE DEFORM- OF aaavlA-.
PROF SS AlNES, A Y
-
vRCF Oa
ESV-AL ?Q SURVEYOR
I.
NORTH CAR INk L -EM A.EW I HAHOVER COUNTY
I. , PIS RS 1 - f CC-SED MAY THE
Q S CO I F FOR - LA
CPS O SA VAS PERTU TO
S FIELD PROCEDURES OHO THAT I USED STAM
LEA it SOPROCEDEDURES MO F,H C SURREY BY
IERFO UID ON RE S MUA`Y 22 ,. NAT MAT THIS S WS S CONTROL TNCI SURREY WAS
PERFCRNA7 7002 USNO 1 LEICA $x 299 DUAL
FRCO£NCY RECOVERS LNfflS M1 U ALL CUONGNAIES AH ME NSET) fO - NCOS
RE T
=TRADON hUNRLHUB'fR, . Al Y6HEStSIAIuY CRIGNAL Su+ANa[, t
CCSTRA?-
THIS THE _ DAY O _ 7001 '
i
DAMO L Al ES, R. L-3x72
PROFESSIONAL LAND SURVEYDR
TH, OF SURVEY DOES NOT ADDRESS THE POSSIBILITY
O ENCRpA61MEXT$ ALM'O THE RulA0A0 RI GIT O" RAY.
I
-
? ROPOb EASEMENT
NORTH SIDE WASTE WATER PROJECT i : as ?o
PROJ. SVYR : Du
??q'7?
vNlM&CREED
TREATMENT PLANT EXPANSION PHASE 4 DRAWN BY

: uEN 1
FELD BK.
FIELD
K.

COVER SHEET NOT TO SCALE v
243 NORTH FRONT STREET WILMINGTON TOWNSHIP. NEW TiANOYBR COUNTY, NORTH CAROLINA
PREPARED FOR COMP FILE :LEIm-82u9-onw.0w
SHEET
RIUBNGTCN, NORTH CAROLINA 28401
-6665
L (910) CITY OF WILMINGTON
0
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FAX `9101 794-1751
GA E: PA. BOY 181
WILMINGTON R.C. EB:O2
JAIMARY 04 2002
ORIG. j
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HANOVER STREET`R/W- - - _ - I '
I i r I WUSEES OF CAPE FEAR C] WUNITT COLLEOE
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C1974 PG 272 cB 1902 PG 161
PW3118-20-&G-4954 PNF 3118-20-80-5321.5967
Tu=S OF CAPE FEAR CCV UNHTY C¢3EGE CS 2687 PG 191 yM REKTY
M8 33 PG 167 20P 80-]371 - -
4 I PWi 3114-20-73-P379 5/ /y9T
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0 so Ji )V / S5 r? - -
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CWNrr. NORTH CAROLLNA
L DAVID L JONES, R. PLS L-3612.
CENT" THAT THIS PLAT WAS DRAWN VNCER YY?
SUPERMW FRW AN ACTUAL SURVf, MACE
UNDER MY SUPERVISION FROM NfCAUaTI?Y z
slOW w oau BCONS -0 (CTS) Ffiv a'
REFERENCED W THIS PUT; TKAj l N?
ACTUALLY SURVEYED APPEAR A .4 S
AND WERE PLOTTED FRW NF" -- --2
W THE PUi: AT THE AATO P 'SIGN AS
CAILIlU7ED BTTHUTTUDES ?}D 0 RES WAS
GREATER THAN 1:10.C00: Tn ;EA IS
CWNIp BY COGRDIHA7C? CgAT THIS PLAT WAS
PREPARED W ACCOHOAN 47-30 AS AMENDED.
WITNESS YT CRIGNAI DNAE47TU ?:EGSIRATON
MUUBER AND SEAL ;' E AT U
AD..?
PRGFESSCNAL%0 SUEZ ,VCR. L-367
R-EW Of1CER -
cT?FY TO THE BCSf OF ur
NNO'AIfOC D leR IlHE YAP/PLAT TO WCH
THIS CERriC'1?AlW FTIAED MEETS THE
STATUTJn( RECUIREMEN6 FOR RECOROWC.
REVIEW UPCER
DATE
FILED FCA REDS-RATION AT M O.COmCK
THIS - -- OF -- A IN PUT CAB'NET _SL.E
REGSiuR CR Ca:;S
NOTES
1. AIL DISTANCES ARE HCRIZONTK GiWI.D W U.S. SURVEY FEET
UNLESS CMERWS-Z HO-
2. SEARNC REFERCNCEO TD NO C= MAD 83
3 SURVEYOR HAS URGE 170 NVESTCAIan On
wOEPENCENT SEARCH FOR EASEUENTS OF RECORD.
ENCUU RANGES. RESTMCTVE COVENANTS. OWNERSHIP
TIRE --CENCE. ON ANY OTHCA fACiS HURT AN
AGCUAATE AND CRAENT lRL SEARCH uA, DISttOSE.
1. ALL BURLINCS. AND SJNFACE AND SUBSURFACE 1
WPROVEUENTS W OR ACJACEHT TO THE STE ME
NOT NECESSARILY SHOW HEREON.
1. LTHE HES OAM-F PROPERTY SURVEYED ME UTILITY -0
Me NOT SNOW.
6. SUBSURFACE AND ENNRCMWENTAL CCNOIOWS MERE
NOT ExAUINEO OR CO-CERED AS A PART OF -1
SURVEY. NO STATaENT IS UAOE CCNCLRIUNa THE
[nS"MCE OF LNOERCRGLNO OR Ov RI:EAJ
CONTAINERS W FAG:UYES NAT MAY AFFECT THE USE OR
CEVELOPUENT CF THIS TRACL
7. THE WORD 'CERTRY CR 'CERTIFICATE' AS SNCW -0
USED HERECH MEANS AN EY R--S=-ON G PRCl '=NIL
OPINION RECMCING THE FACTS OF THE SI:R'.EY AND
CFNES NOT CONSTITUTE A WARRANTY OF CJMANTEE
EPPnE ja DR V' -
THIS SURVEY IS OF ANOTHER CATECCRY, SUCH AS THE RECWBwATION
OF EA;STNG PARCELS. A CCURT-OHOERED SURVEY, OR OMER EXCEPTION TO
THE DEr.XIT10N OF SUa01N51Oi ,
DAHO L SINES, JR l-S6;1
I / / T OF W MNG 0.N ` I _ _ j PROFESSIONAL LAND SURVEYOR
I / OB 923 PG U _ _ {` ,,
/? ? PNi 7118-19-70-4115 I I 'T,?`1EFry,Ip,"67A'1,1`,{? 1,?1(W,L1?
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MAP Of rAMN 'CH JAMES k BROW 1870 _ O
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STREET 66 ? _
"/._? - MAUyEnC BEAPoN
RECORD EI 611.51 CAS
^A, ` S45,01"B J
SB4:%Do y-
I _ - - - - 1S?ON OF MENT
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GQp,SSP?- M
SHEET 9 OF 24
F-ENO
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p CCNC.? YONUMcT'i
PROPOSED I T EASEMENT PROJECT j : rsi:-G oD

-"'? -?

V W K'L11`Y/Iliyl1C11W{., M NORTH SIDE WASTE WATER

TREATMENT PLANT EXPANSION PHASE 4
WILULYGTON TOWNSHIP. NEW HANOVER COUNTY, NORTH CAROLL,A PROJ. SVYR : DU
DRAWN BY 63H
Fi,ln Eh.
COUP. FILE :1t1D1-ei459-orNND1k
SHEET i : Z
0 25 50 100 Asa 2,3 NORLN FNCIT SI1
MeuwGTG+, nGRri CAnI'AJNA ?iD1 FREPARM FOR
CITY OF WILMINGTON
MC TTY MAP - NOT TO SCALE
TRUSTEE OF ST. PHIWP
DS 1357 P6
I I -T I 1 I , 1 I , I I _ _ ?J - 6 PW/ 1,23-17-E
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0 CALCULATED PONT
0 CO CRCTc MONUMENT FOINO
=
'G, POLE
PC

• AEBAR Y CAP
R
W RIGHT 7 WAY
R. PROPERTY LINE
IPF NW PIPE FC'
--- - RICWT OF WAY
-- ? ROAD CENTEALWE
-----•- CP6E EASEMENT RIGHT OF WAY
PROPOSE EXISTING EASEMENT
---- PROPOSED NEW EASEMENT
THIS SURVEY DOES NOT ACCRESTHE POSSaUTY
OF ENCROAOHNENTS KCNC ThE RMLROAO RIGHT OF wAY.
NOTES
I. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY FEET
UNLESS OTHERWISE SHOWN.
1 UARINCS REFERENCED TO NO CRAO NAD 8,1
} ALL COORDINATES SHOWN HEREON ARE LOC W ED
(UNLESS OTHERWISE STATED) NTH A CCUO,YJ FACTOR
FOR THIS PRO.EC7 of 1.OO:02153O
1. SURVEYOR HAS YALE NO INVESTIGATION OR
INDEPENDENT SEARCH FOR EA`ZMENTS OF REOCRD.
ENCJM&UNCES. RESTRICTIVE COWNMTS. OWNERSHIP
TITLE EVIDENCE OR ANY OTHER FACTS THAT AN
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
5. ALL 6UIIDINLS AND SURFACE AND SIe91RFACE
WPROVEUENTS ON OR ADNCENT TO THE SITE ARE
NOT NECESSM!ILY SHOYM MERECN.
S THE LOCATION MG/OR EkISTENCE OF UTILITY SERVICE
LINES TO THE PROPERTY SURIVEYED ME IWNNOW AND
ME NOT SHOWN.
7. SUBSURFACE AND ENVIRONMENTAL CWOITIaS WERE
NOT EXAMINED OR CCNSD nE3 AS A PMT OF THIS
SURVEY. NO STA76ENT IS MADE COMCERMNC THE
DOSTENCE OF UNOERCROUND OR OVERHEAD
CWTANERS OR FACWTIES THAT MAY AFFECT THE USE OR
DEVELOPUENT OF THIS TRACT.
All. THE WCPD 'CERTIFY' OR 'CERTIFICATE' AS SHOWN MO
USED HEREON MEANS AN EXPRESvW OF XFES90NAL
OPINION RELMOING THE FACTS OF THE SURVEY AND
DOES NOT CONS11TUTE A WARRANTY OF CUARANTET
EXPRESSED OR IMPLIED.
SHEET 10 OF 24
PROPOSED MET PROJECT If : W224-0090

Z NORTH SIDE WASTE WATER PROJ. SVYR : DLJ
DR
B

-
ICM&CREED
NI
TREATMENT PLANT EXPANSON PHASE 4 AWN
Y : uaH
FIELD DK.
I T? Q - i
D 25 50 100 157
243 NORT
FRC
i S1E
R WILMINGTON TONNSFOP, NZW HANOYER COUNTY, NORTH CAROLINA COMP. FILE :,1Eurl-62159-0TWW.GwG
SHEET j
H
N
E. PR3AaPn FOR
. WIMINGTON. NWl: WOUNA 29:01 n*Im. ?? •,?• •••?^^••

7)? \ \ \\ \ \
\M NEW NANOD t2 8 GC 29 EDUCATION 295
PIN] 3178-13.13-1171
J\ \ \ \

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12

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z

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l71 sen7s/•WI
L32 Nt9'I6'10T I 99.81
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' ? - ?.! \ 133 N+?AU'10 II410
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0 CALCULATED PONT
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.p, OVER POLE
RE-AR & CAP
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R PROERTY UNE
PF IRON PIPE FrU 0
' --- RGIT OF WAY
--- ROAD CENTERLINE

.
-'.-• ---•--- CPS! EASCINENT RICHT OF WAY
.-
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NC CAN (MAD &T)
MATCH SHEET 6
lL V
Sci
V1v\lB 6 E c
{v
EcPQ,
THIS SURVEY DOES NOT ADDRESS THE POSSI81i1rY
OF ENCROACHMENTS ALONG THE RAYAOAO ROT OF AT.
NOTES
I. ALL OIS-tMCE-S ARE HORIZONTAL UGUNO N U.S. SURVEY FEET
UNLESS OTHE:'M 411^,'1-.
2 SCARNGS REFERENCED TO NO CRIO NAO 93
3. ALL COORCNATES 41OWN HERrCH ARE LOC. ZZD
(UNLESS OTHERWSE STATEDI WTH A COU&NEO FACTOR
FOR TINS PRUECT CF I.D00021530
1. SURVEYOR HAS NACE NO MVESi;GATIQV OR
NOEPENGEINr SEARCH FOR EAiNENTS OF RECORD.
FxCrvBR"2? RES' LIVE COVENANTS. Ov"E" NP
TITLE EMDEHCE- OR ANY OTHER FACTS THAT AN
ACCURATE IMO OLRRENT TITLE SEARCH YAY DISCLOSE
S. ALL BUASINCS. AND SURFACE Ax SUBSURFACE
W OVEMENTS ON OR ADJACFNT TO TIE STE ARE.
NOT NECESSARyT 4'OWN HEREON.
F. THE LOCATION AND/OR EMUS,-ONCE OF UTILITY SERVICE
LINES TO THE PROPERTY SURVEYED IRE UNI OWN MO
ARE NOT SHOWN.
7. SURSURFA(Y -0 E.-CNMEx1At CDNOOONS WERE
NOT EY NEO OR CCNSOERED AS A PART OF TH
SURVEY. NO STATEMENT IS MACE CONCER.NG THE
EDOSTENCE OF UNCF-tCADUNO CN OVERHEAD
CONTAINERS OR FACLTF.S THAT NAT AFFECT THE USE OR
DEVELOPMENT OF TWS TRACT.
8, THE WOi' 0 'CERnEY' OR 'CERTAGTE' AS 4HOVN 1x0
USED HEREON MEANS AN EXPRESSION OF PROFESSICUL
OPINION REGARDING THE FACTS OF THE SURVEY AND
DOES NOT CCNSITUTE A WARRANTY OF GUARANTEE
EXPRESSED OR INPUED.
SHEET 12 OF 24
PROPOSED UTILITY EASEMENT PRO.ECT If : =21 ooso
V
?'MCi NORTH SIDE WASTE WATER PROD- SYYR : D Ck 1 C
DRAWN BY : MBN J W J
_ v TREATMENT PLANT EXPANSON PHASE ? FIB Bh.
1 0 o Ir"'^'^'?
0 :5 FA fOO 1S0
?.Y .Vrory -- rmrn rn Wal(MTON TOWNSHIP, NEW DANOPER COUNTY, NORTH CAROLINA
' CO "r. FlL :tiEt?i-e2+59-OrAND'Ar.
VICINITY NAP - NOT TO SALE
-ha\ \ \ \ \ ? . \ MATCH SHEET 5 ,
Off - ?'?.\yJw\S b\ \ \ \ \ !/ /
- 4.? °\ f \ y,p •\ ` C !
E-23217SS.7053 ! / .
NEW HANOVE2 BOARD K EDUCATION
1 '?1?? ,y ?J• \ \ OB 1266 PG ISIS
- - ?? _ _ ? ? . ? I YOSyE ?? Y ? \PJ? ` AHD 1129-IJ-13-1t11 ,
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• I SEABOARD COASTLINE RAUROAD \ \ ?( ,`\ \ ;?,.
l I L Pwy3129-13-23-1a4
1
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VICINITY MAP - NOT TO SCALE
\ i o
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14
? \ \ \ ? \ \ ?l Hi /l \ ?/ it l
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??PS?Pi-MP I`?
n??CN? Vci?
N spa,
THIS SURVEY DOES NOT ADDRESS THE POSS911IrY
OF ENCROACHMENTS ALONG THE RAXAOAO PIQIT OF WAY.
NOTES
1. ALL DISTANCES ARE HOw20NTAL GROUND w U.S. SURVEY FEET
UNLESS OT ER.S1-1 SHOAH.
2 EEARINCS REFEREUCE7 TO NC CIO NAO a)
3. All COORDINATES SHOWN HEREON IRE LOCAUZED
(UNLESS OTHERWISE STATED) WITH A CDMBwED FACTOR
FOR TWS PROECT OF I.03:021S)O
4. SURVEYOR HAS MALE NO wVESTWTION OR
NDEPENDENT '_ARLN FCR EASEMENTS OF RECORD.
ENCUMBRANCES. RESTRICTIVE COVENANTS. OWNERSHIP
MILE ENOENCE, OR ANY OTHER FACTS THAT AN
ACCURATE AND CURRENT TITLE SEARCH WAY DISCLOSE.
S. ALL BUILLINCS. ANO SURFACE AND SUBSURFACE
IMPROVEMENTS CN OR ADJACENT TO THE SITE ARE
NOT NECESSARILY SHOWN HEREON.
6. THE LOCATION AND/OR EXISTENCE OF UTILITY SERVICE
LINES TO THE PROPERTY SURVEYED ARE L-HOWN ANO
ARE NOT SHOWN.
1. SUBSURFACE AND ENVIRON IENTAL CONODONS WERE
NOT EXAMINED OR COMSDERED AS A PART OF THIS
SURVET. N0 STATEIENT IS 4AOE CONCTRNwG THE
EXISTE NCE OF UNCIROROUNO OR OVERHEAD
CONTAINERS OR FAmJTIES THAT LMT AFFECT THE USE OR
CEMIOPMENr OF TINS TRACT.
6. THE W O -CERTIFY OR -CERTNTCATC AS SHOWN AND
USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL
OPINION RECARDING THE FACTS OF THE SURVEY AND
DOES NOT CONSTITUTE A WARRANrY OF CUATANTEE•
EXPRESSED OR IMPLIED.
0 -CAIW TED PINT SHEET 13 OF 24
0 CONCRETE uONUUFNT FOUND
POWER POLE
[I, REW k CAP
PROPOSED UTILTY EASEMENT
RIW RIQRT OF WAY PROJECT 00624-OOrO

I
D

? J CF= NORTH SIDE WASTE WATER PROD. SV1d : Du
ORARN 8- :MEN
" - lYt l?11V1 TR ATANT PLANT EXPANSON PHASE 4 FIELD ?K.
AY
ENT -
a
Z5 b
.. COeETm-a2<=9-Drw?DLrG
WILULNGTON TOWNSHIP, NEW HANOVER COUNTY, NORTH CAROLINA
. .. Roo
150 2p
,I SHEET
P.REPARM FOR i
' kul 4

\SZa,ay,
u»E TABLE
u»E Bu-»c D!SrANGE
Ar
\\ \ LSi I S5=2'33 I 1210
\\ L63 N53P0"9•W 1215
700+l t.? \ \ L61 ,12. _W 25.0"
'2°,•.r. \ \ \ \ L62 M15+'e•27-W 17.63
\57
\ \ ? ?` Oep 397-07O7OV "76??L7?. \\ \
7F.? RAIN. 0 \` R 004{ `?`? \\ `\ '
/ `_ fcs-
r-_0 p`\ :\ \\\ \ \
SMITH CREEK
z?
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FLOOD
/7jfp+? ?\ l /Oy rye/ / /\ /\ / +/\9R9\`/`?`N\\ ?, \\ \\'?A{ `\
C'"? t` pL
\ \ /? / l I \ / "CASH""?R\ `\ ?`\ ` ? Dp,1. Mz\ ? \
/ \ \\ \\4I i / / / \\ \ ??ty'?c/"lDr?s?\/`\ ` 1l ?\,Y LS ?'7\\ \\\ `\
to ArpG{n ,?
DO. zp
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4-4
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h\ / / // \ /?.\ / /tiz`z\=5r \\`\?\r\
03-
SO. A, / l \ ??P \ l l y l l /` "?\ l /off ?` l\ I\ •; \
LEGEND
0 CA.CULJkTED POINT
0 CONCRETE MONIAWENT FOUND
FT]R nm:pt Four
R®-
GP
w T OF
kGY WAIT
R PROPERTY LINE
pF IRON PPE FOUND
RIGHT OF WAY
R
004°?
THIS SURVEY DOES NOT AGGRESS M POSS,DNTY'
O EN=AG MENTS ALONG THE RAtROAO MGHT O WAY.
T. AL DISTANCES ARE NORaO111K CRW»D W U.S. SURVEY FEET
UNLESS OMGMSL SHOWN.
z BEAR." REfFAftNF? TO NC CRO NAO 113
3. ALL COCRGINATES SAOWN hERECH ARE LOGl17E'G
(UNLESS OTHERMSE STATED) MM A CCUB.ED FACTOR
FOR THIS PROECT (IF 1.0000211"0.
SURVEYOR NAS MADE NO wK$nWDOR OR
wDEPENOENT SEARCH FOR EASEMENTS OF RECOND.
ENCUUBRNICES RESTRICTIVE COVENANTS. OwERSNIP
TITLE EVIDENCE. OR ANY OTHER FACTS THAT AN
ACCURATE -0 CURRENT TITLE NCH NAY DISCLOSE
5. ALL BUILDINGS. ANO SURFACE AND SUBSURFACE
IMPROVEMENTS ON OR AO.IACENT TO THE SITE ARE
NOT NECTSSAR:Y SHOWN HEREON.
E. THE LOCATION AND/GR EXISTENCE O UTILITY SERVICE
ONES TO THE PROPERTY SURVEYED ARE UNNNON AND
ME NOT SHOWN.
7. SUBSURFACE AND ENMRORUENTAL CORONONS WERE
NOT EXAmUEO OR CONSZERED AS A PART O THIS
SURVEY. NO STATEMENT IS MACE CCNCEA:INC ARE
EXISTENCE O UNDERGROUND OR OVERKAD
CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR
DEVELOPMENT OF TI-US TRACT.
6. THE WORD "CERTIFY OR "CERTIFICATE- AS SHCMI AND
USED HEPECN MEANS AN EXPRESSCW OF PROFESSIONAL
OPINION REGARDING THE FACTS Of THE SURVEY AND
DOES NOT COIRSTITUTE A WARRANTY O GUARANT--
EXPRESED OR IMPLIED.
SHEET 14 OF 24
PRO?OSED UTILITY EASEMENT PROJECT ! : 0032+-0060

vlYl I0Y1C= NORTH SIDE WASTE WATER

TREATMENT PLANT EXPANSON PHASE 4 PROI Sv.:DLJ
DRAC'N BY : L+6H
FIELD EK.

0 25 ,50 100-.150
.. 243 NORTH Fn;tRl SiRf%T WILMINGTON TOWN-1W. KEW HANOVER COUNTY, NORTH CAROLINA CGU?. FILE :V£Tm-e2165-OTRRAWG
SHFf'1@'
VICINITY MAP - NOT TO SCALE
gry \
\wJJ
'b?? \ zsrJ\ \
\ h?3 ?? 4i?s \ \
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\
\
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'? / \ /\ / \ o,?R . \ ?Er O airy"'' Dot
?boh4a °"m/ y \ \ al e? e \ \ \ \ \ NDa H cARamAr?ARn Nr a R-SPOR,An
B Jr` B LEJ \ \ . iii \ \ DR 2125 PC 295 v 1'`
\ \ / rsD? / \ \ \ ?z\Jr\\ \\?.?\' \ \.. \ 13128
tio-:a-:959
PIN
\ r l l \ `\ ^ \ \ ir. ?? \ 1 S
\/\ Ff J \ / / l \ \ \ `\` S/ \ \ \ "\a Nf fx?+D \ \ = GOr J M GY ?
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el 0
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\ \?f ??', w?wEhf gP"rf\ \\ 0 \ \ \ \\ 'n'? *a NOTES
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?

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. \`\\ bR

L63
L
63 IO,

6EAR,.NG
' \ \\\ \

t64
5752`9
19'
S15PP'19'E 27
2]21
2.67
\

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E55
l65 NS'TIC 27'

mTx'sr•E 10 -2

:256 TOTAL NEW NANOt£R FARM TRACT \
PINI DI25-O7-55--0:5 a
\\ \ \ \??D'J
'S

6EP 5,
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? F...?
•
22 9S

?
D
l69 N6T6'S0' I
40E3 TOTAL \ ha\
JJ
`?S4D
?
\
LEL?NO

0 CALOJEATED POINT
0 CONCRETE MON'U'MENT FOUND
PY POWER POLE
RFBAR k CW
R RI(77T O' WA7
R PROPERTY UNE
PF IRON PPE FDL%D
-_? - RICHT OF WAY
-- - ROAD CFNI?pyyUE
-•_._._
SENFNr IDO1T O<WAY
`
PROP.
PRDpO
fp ESSIWC EASFNFNT
b
bp.,A?ry '
S• /
1 /.
/
\
E \ `
F \
\ ?aJ \
\ / CB,
F '
0 25 50 Op
4ZF/NFK1M&CREED
... 3.'. TH FRONT STREET
SHEET.15 OF 24
?ROPOsEu-UTILPTY EASEKf T
TER CO-52-005D
NORTH SIDE WASTE WA D.1
TREATMENT PLANT EXPANSON PHASE 4
WiLurt; Y5H
I ALL DISTANCES ARE MOR120NTAL CRO ID M U.S. SURVEY FEET
,,,ESS OTHCRMSE 5NO'
2 BrARNCS REFERENCED TO NO CRID NAD DD
3. ALL COORDINATES SHORN HEREON ARE LOCAUXD
IDNES9 O7HERWSE $TATED) LATIN A CDUBIN[D FACT.
FOR THS PROJECT OF 1.000021530.
1. SUR1EYOR HAS MADE NO NVESTICACON OR
EO' NDEN
T
ENq SEARCH FO EASEMENTS OF RECORD,
`"C'S, RESTfLCINE CO?ENAN1$ OvMLR$nP
Rllt LNDCHCE, OR ANT O1MER ACTS MAT AN
ACCUAA,E ANO CURR[NT DTtF -.ARCH YAT SE-
5- AIE BUDONCS, AND SURFACE AND SUE!"FACE
IUPROVEYENTS ON OR AD.YCENT TO THE SITE ARE
NOT NECESSARILY SYO" HEREON.
S. THE LOCH D/DA En- CE OF U1UTY SERVICE
LINES TD ME PANRk'ERI SURLZTED ARE l '.OW AND
ARC NOT SHDNN,
7. SUDSURFACE AND ENVIRNMENTAL COtOnCwS LACK,E
u0r EilYW OR COVSOERED AS A PART OF THIS
SURVEY. NO STATEMENT IS MADE CONCERNING THE
CYATENCE OF -DER--KC OR OVERHEAD
CONTA5gR5 OR IF IFS THAT MAY AFFECT THE USE OR
DEK.LGPYENI F THIS TRACT.
A THE ""RD 'CER, C8 'EERYN,,-TE' AS 'HE. AND
USED HLREON MEANS AN EX'RES.. O PROFESSIONAL
CP9Rl ON REGARONC THE FACTS CF THE SURVEY AND
DOES NOT CWSTN7E A WARRANTY OF GUARANTEE,
ERPRE`?p Oft IMPUfD.
_. -" - vH IU :CAL[
MATCH SHEET 5
{ I I I } NEV xn/ryDLEN a
I I I / OB 126g O OF ECUCAn4
-0 6Q/ CRY OF MLNINGTON
Pw
. l3119?1?3-'ly,l42T / 09 719 PC 211 to
- I PINY ]129-13-12-253] ?
_ J1 ? _ - - I • eel/ • / cb`/ / 9° / / I
a - ---_ IZ
I I ESSi C. ORAOY
- - OB 1359 PO 1190 JC?RES POST STREE 6T g']Z- MELV?l 8 1375 0. Slow PW117-02-9351 09 131 PD 974 U
I/ a_ tl- I
CO.
'ell
I I
Ca a AUSTIN / / ``% / 4r I s?° I I
CB IBOd 993 I 9,/ / I I to
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ENT
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OF ENCROACHMENTS N.CNG THE RAAROAO RIGHT OF
rAY.
NOTES
1. ALL DISTANCES ME HORIZONTAL UOUND IN U.S SURVEY FEET
UNLESS OTNERASE SHOW`
2. BEARIN(S REFERENCED TO NC BRIO HAD 83
1 ALL COOR'NHATES SNOW HERECAI ARE LCCALZEO
(UNLESS OYNEUWSE SuTED) WTH A CCM&NED FACTOR
fGR DS 4CIECT OF LW0021531
4. SURUEYCR HAS MASL NO NlE$nCAnW OR
INOEPENCE.NT SEMA FCR EASEMENTS OF PECCRO.
ENCUMBRANCES. RESIRUCnVE COVENANTS. OWERSAP
TITLE EV -LACE OR ANY OTHER FACT; THAT AN
ACCURATE MC CURRENT DILE SEARCH MAY DISCLOSE
9. ALL BuLO . AND SURFACE AND SUBSURFACE
IMPROVEMENTS DIN OR ADAACENT TO TAE SITE ARE
NOT NECFSSM:LY SHOW IUCRCON.
6. THE LOCATION AND/OR EYISMNCE OF UTILITY SERVICE
LINES TO 1/E PROPERTY SURVEYED ARE UNKNOWN -0
ME NOT SHCn
7. SUSSURFACE AN0 ENNRONMENTAL CONDITICNS WERE
NOT E"MWED OR CONSZCERED AS A PART OF THIS
SURVEY. NO STATEMENT IS YALE CONCERNING IHE
EXISTENCE A UNGLi_RC UNO OR ONERMEAO
CC T.MNERS OR FACT f CS THAT MAY AFFECT THE USE OR
DEVELOPMENT OF THIS TRACT.
& THE WORD'CERTL'Y OR 'CERTIFICATE- AS SHOW AND
USED NERZOM MEANS AN ESPRESSEN OF PRCFESSONAL
OPWICH REGARCING THE FACTS CF THE SURVEY M0
DOES NOT CONSTITUTE A WARRANTY CF CUMMTEL,
EXPRESSO OR WPLIED.
SHEET 11 OF 24
PROPOSE- UTI . EASEMENT : OC92R «?

1 NORTH ICE TAI WATER a3

•? ? v
TREATMENT P V P SON PHASE 4 YBH
I E .:
0 u 50 100 153
2)'.... , lT c mac: W1I312YCTON TOWNSHIP iLV UNTY. YOP.TH :.AoOngA C :lE -97155-DrW.oAc
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UNE BEARING DISTANCE
UO lU'^••,T ]154
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MONT OF WAY MONUMENT FROM NCDOT SMITH '10po
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STAGON L 40+94.305 0 50 METERS LEFT \ Vr \ %
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MATCH SHEET 10

NOTES
TNS SWVEY ODES NOT ACORESS THE POSS¢iUTY
OF ENCROACHMENTS ALONG THE RALROAO RIGHT Of WAY.
1. ILL CtSTA.NCES ARE HOW2CNTAL GROUND IN U.S SURVEY FEET
UNLECS OTHERWIE SHOW
2. BEATINGS REFERENCED TO NC GRID HAD 83
1 All COORDINATES SHOWN HEREON ARE LOCALIZED
(UNLESS OTHERWISE STATED) NTH A COue1NED FACTOR
FOR THIS PNOUECT OF 1.00=21530.
4. SURVEYOR HAS MADE NO NVESTI.AnON OR
NCEPEHCENT SEARCH FOR EASEMENTS OF RECORD.
ENCLABRANCES. RESTRICTIVE COVENAHTS. OWNERSIP
TITLE EVSCFNCF- OR ANY OTHER FACTS THAT AN
ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE
5. ALL BUILDING' AND SURFACE AND SUBSURFACE
WPROVENENTS ON OR AL.CLNT TO THE DIE ARE
NOT NECESSARYY SHOWN HEREON.
6. THE LOCATION AND/OT E)CSTFNCE OF UTRITY SERNCE
UNES TO THE PROPERTY SURVEYED ARE UNHNO'N4 AND
ARE NOT SHGW7L
7. SUBSURFACE AND ENVNCNIENTAL CONDITIONS WERE
NOT Ez :NED OR CCN2Gu7 AS A PART OF THIS
SURVEY. NO STATEMENT IS MACE CONCERNING THE
EAS'cNCE OF UNCERCROU.0 OR OVERHEAD
CONTAINERS OR FACWiES THAT MAY AFFECT THE USE OR
CEMICPMENT OF 7WS TRACE
& THE WORD'CERTFY OR'C£RTIFICATE' AS SHOWN AND
USED HEREON MEANS AN EXPRESSION OF PROFESSONAL
OPINION REGARDING THE FACTS OF THE SURVEY AND
DOES HOT CONSTITUTE , A WARRANTY OF GUARANTEE.
EIPRFSSED OR WPuED.
SHEET 16 OF 24
PROPOSED EASEMENT PROJECT } : LV7824-0059
NOP.TH SIDE WASTE WATER FRO.L svYR : Du
'. ?NFI S`?CREE? u2 'AN BY : u6n
(? L ju;j?jJ TREATMENT PLANT EXP9NSON PHASE 4 FA
EED 6K.
COMP. TILE :VEIO+-82459-OTAN.OWG
f-Q :S T M7I.YINGTOA TOWNSNJP• NEW HANOVER COUNTY, NORTH UROLLNA
0_ 25 50 IW - ISO 243 NORTH ERON7 15 nt_T --- --' - 9
NCINITY WP - NOT TO SCALE
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. %NF 3723-07-5a-1015 Q
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1 1
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UNE TABLE ??1 1 N
UNE I BCA-G DISTANCE
L791 s- 3-"'4 3'W 17.1. uT 1

n1 PI
LSD 1523'A9'4J'W 17.OB

L31 Is?A'A3'a 'w 35.12
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08 751 PC 368
PIN# 3129-07-58-9242
NC GRID (NAD N)

VICINITY YAP - NOT TO SCALE

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JUN' Z 3 ?OOy
DIVISION OF
F- M
COASTAL MANAGI ?? Y
DSO
nl•?
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1 55379'55"w 954\
Lv_1D

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A RBARA CAP
RIGHT OF WAY
R PRCTRTY LINE
IPF LRCN PIPE FOUND
RGHT OF NAY
ROAD CENTERLME
-.-.-.- PAL EASEMENT RIGHT WAY
TWS SURVEY DOES NOT AGCdESS FE PCSSUIUTY
OF ENCROAC-tXTS ALONG THE RILROA0 RIGHT OF WAY.
MOTES
1. ALL OSTANCES ARE HORIZONTAL GROUND IN U.S. SURVET FEET
UNLESS OTFERMSE SHOW.
7- BEMINGS REFERENCED 70 NC MRD MAO 33
1 ALL COC r---S STOW hERE3N ARE LOCALIZED
(UNLESS 01K RMSSTATED) MTH A COMP-ED FACTCA
FOR TI-US PROXZT CF 1-000021511
4. SURVEYOR ALAS MACE NO iNVES11CATIOM
OR
INCEPENCZT SEARCH FOR EASEMENTS OF RECCRO,
ENCUMBRAMCZS. RESTRICTIVE COVENUITS. OWERSNP
TITLE EVZiL.Z CR ANY OTHEA FACT; THAT AN
ACCURATE AND CURRENT TITLE SEARCH WAY DISCLOSE
i ALL BUU.ChCS. ANO SURFACE AND SUBSURFACE
IMPROVEMENTS ON CR AOAACENT TO THE SITE ARE
NOT NECESSARILY SHOW NG'FON.
S. THE LOCAZON AND/OR ENSTENCE OF UTWTY SERVICE
LINES TO THE PROPERTY SURVEYED ARE UNKNOWN AND
ARE NOT S10-
1. SUBSURFACE ANO ENVIRONMENTAL CCNOITIONS WERE
NOT EXA ED OR CONSIDERED AS A PART Or TNS
SURVEY. NO STATEMENT IS YALE CONCERNNG THE
EMSTENCE OF UNDERGROUND OR OVERHEAO
CON TNNERS OR FACUTIES THAT MAY AFFECT THE USE OR
DEVFLOPMFNT OF TNS TRACT.
a. THE WORD'CCRTd'f OR 'CERTIFICATE' AS SNOW AND
USED HEREON MEANS AN EXPFESSON OF PROF.SSONAL
CPINId1 REGARDING THE FACTS OF THE SURVEY AND
DOES NOT CCNSOTUTE A WARRANTY OF GUARANTEE
EXPRESS- OR IMPLIED.
SHEET 17 OF 24

4?``>MZM4 & CREID

I PROPOSED UTILITY EASEMENT
NORTH SIDE WASTE WATER
TREATMENT PLANT EXPANSON PHASE 4 PROJECT I : GC&24-Eoeo
PROJ. SVYR : Du

DRAAT4
FIEL e.: Y6„

0 25 w IOU 150
243 NORAi FRONT S7ZET B"I:YLNGiON TOWNSh7P, NEW HANOVER COUNTY. NORTH CAP.OTS:YA
PRT:P
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HUrtIZCNTAI
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SHEET 18 OF 24
i r CITY OF WILMINGTON DA 75 2CO4 SCAL
°aAw" NORRgNTAU 9i4t.wi
NI?IQM L L?Lli +? wtw`'?,z JAMES-A. LOUGHLIN WWTP
_° NSION °`?° °
243 N. Front 51. Wilmington. North Ccrolina 23:01 ?? CITY OF WILMINGTON UPGRADE AND EXPA C27
!' -*r Cl ?'' ?E:K? YLQTCAL
T NORTH CAROLINA PpC'. "?
gAZE1? AND SAYER ? try a ? PLAN VIEW OF SMITH CREEK
r sans
09 I wl Environmental Engineers & ScienCsts

I '
- ----------- -

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39+5(j EXISTING GRADE
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36+00
37+00
4 F0000 M L?11YlC.7l REM
--- - 243 N. Front St. Wilmington, North Carolina 28:-01
HAZEN AND SAWYER
Environmental Engineers & Scientists
38+00
39+00
HORIZONTAL
r 1 ?
R 1•S r? 0
VERTICAL
40+00
SHEET 19 OF 24
CfTY OF WILMINGTON DAM 25 - _ 5C"
op'NI
JAMES A LOUGHLIN WWTP uc[ wcj. # "'!'4-ong xcazrr+aL
;,,? ? ? °aA»~ »ar?
CITY OF WILMINGTON UPGRADE AND EXPANSION
•'• . ?x;.EA? C29
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
August 31 2005
Action ID No. 200500004 and State Permit No. 129-05
o? (s 90
fs s
R ME @ 12 oeLug p
SEP 6 2007
City of Wilmington
305 Chestnut Street DENR - WATER G•...
Wilmington, North Carolina 28401 WETLANDSMo STCii K1,,7r:r vftr„ec„
Dear Madam or Sir:
Reference your application for a Department of the Army permit to expand the James A.
Loughlin Northside Wastewater Treatment Plant (WWTP) facilities and construct an additional
19,400 linear feet of 30 inch PVC force main from the plant to the outfall located at the Cape
Fear River, in Wilmington, New Hanover County, North Carolina.
Your proposal has been reviewed and found to be consistent with the provisions and
objectives of the CAMA-Corps Programmatic Permit process for construction activities that
receive authorization from the State of North Carolina. Therefore, you may commence
construction activity in strict accordance with applicable State authorization and the approved
plan. Failure to comply with the State authorization or conditions of the Federal permit could
result in civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered conditions or for
any other reason, plans revised to show the change must be sent promptly to this office and the
North Carolina Division of Coastal Management prior to performing any such change or
alteration. Such action is necessary as revised plans must be reviewed and the authorization
modified.
Questions or comments may be addressed to me at the Wilmington Field Office,
Regulatory Division, telephone [phone].
Sincerely,
Henry Wicker
Regulatory Project Manager
Enclosure
Copies Furnished without enclosure: -1//
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Mr. Ronald J. Mikulak, Chief
Wetlands Section - Region IV
Water Management Division
U.S. Environmental Protection Agency
61 Forsyth Street, SW
Atlanta, Georgia 30303
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of Environment
and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
Mr. Pete Benjamin
US Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Ron Sechler
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. David Rackley
NMFS, Habitat Conservation Division
219 Fort Johnson Road
Charleston, South Carolina 29412-9110
Mr. Jim Gregson, District Manager
Wilmington City Regional Office
North Carolina Division of Coastal
Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
2
0
2
TYPE "D" i ANOSCAPE YARD ~ f
W AN AP RM ~ ~ ~ ~ ~ l~ coN /L DSC E BE ~ I cnE~ a C'141MOq _
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9120 ~M - ASSOCATION.
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' I OJ 12 ~ ~ - ~ ~ I 987442 ~ ~ ~ ~ ~ , 1096.73' R 52 a 'q• tt ~ ~ ` / . q• rt ~ . ^j ~ ~ a, ~ 102 0~ SOUTHWEST SCHOOL RD. , - ,
78.92' CH ~ 41 ~ _ 2e A . / t~~ 8s81 / 1 1~ ~ ~ ~ 9423 eq. ~ < 9870 p• R ~ : etV. rt ~ ~ _ J ~ , ~ ~ ~ , , i V ~ 10J ~ - t'
48 I i ~.`S ~ 9BO 101 ~ 79J7 ~a n I 9060 eq, it ; 168 r~ i b ~ ~ / ~ aq• 10J ~ S1NClE LE CT. it 79J7 aQ, R ~ 2
11 ~ ~ I V ~4 n ~ ~ 9881 ~ / ~ \ - 251.70, _ 1os ~1
12880 I - ~ ~ ~ ~ ~ aq. ' ~ ~ ~ 2 ~ ~ - _ ~ 9345 p• n : ~ 9964 ~ ~ ~ ~ze26 n 1a6 ~ 1 ' -t ~ , ~04o fot ~ ~ ~ ey. R 319 a , ~ ~ I 1 I
a _ I 1 , / ~ p• R 01 - _ - ~ j J9 ~ n.~ ~ ~ ~ 6 % ,1 1,i Q R .g491~ M t
3 _ ~ vi - ' 10 ~ ~ ~ tJ 49 11072 p, n ~ 291 aq• h, ~ ~ A J eq• ft ~ . ~ \ ' ~ ~ V A / A A I I 104 i ~ VICINITY MAP 1 =2000 ~ ~
~ ~ 12 ~ ~ ~ ~ ~ ~ SG • 18E97 p, J3J 2 8 w ~ ~ R ~ - I . _ ~ I i13o.. ,l if h ~ T T RMINE - , , R 71~, , FUSE 08EDEE D ~ ~--U;
ft I~ 1 10 l ~ ~ OSJ1 p• n ' \ ~ ~ 15321 p• 1t r "1 ~ I 102013Q p ~ _ ~ ~ aq• j \ i / i ' ~ ~ ~ 112 ~ BY THE HOME OWNERS o ~
Q 1 ~ _ I / ~ l ~ / \ ~ - ~ ~ ~ V~ ~ 1 ~ ~ a9~ 71 11J ~E ( ~ 1 0 ` ~ ~ ' ~ ~ , So aa, 114 ,r~~1 _ ASSOCATION. ,h p J
~ i ~ ~ _ - ~ ~ ~ ~ - _ ~ ~ t ~ ~ iJ1 69 / ~ A ~ \ \ ~ . !tl ~
2 I 9 R ~ 64 ~ ~ ~ p• n ; i . J7 ~ q ~ 100 \ 1 i i~. 347 ~ / 9391 p• 1 ~ 8148 A i 1 ~ = s4 n ~ ~ ~ ~ R ~ ~ 2143 p• n ' p..n i - - - _ ~ ~ ~ ,IS rl~ ~ ti ~ _ ' ' ~ ~ ~ ~ V ihOd eQ. 70e11 e8 ~ CONCRETE ~ ~ ~ r~ I , '
~ ~ ~ 1 15433 ? /i ~~/l a 1 ~ % 1 ~ j ~ ~ ~ Q. It~ 'MONUMENT ~1 h ~ i 1 ~ - ~ , _ ~
70 1 \ \ ~ ~ ® ~ O ~ 31 1J1JJ ~ ~ _ h': ~ i - i~ _ - ~ ~ r~l f , I~ I ! ACTIVE,
\ 8100 aq. n 8J p rt / / 1 ' . ~ ~ ' r ~ ~ ~ , / 8187 p. t1 ~ 9178 ~ C 11701J0 ~ " / ~ l~ ~ ~ Q 53 I ~ ~1 ~~51 sq. fl ~ °q' 153 ' ~ - ~ ~ ~ I I . I RECREATION AREA
~,Q tye ~~i p36 ay ~ ~ 13z 1 1 1 ~ r` ~ ~ ~~'~"'!•„r /,cog ~ ~ ~ ~ , w. R , ' 1 0~ 131 1 ~ i ~ ~ _ ~ ~ . r
~ ~ t 1418 p t 32 ~ k; )1 ~ ~ \ ~ • t 1JI ~ i I ~ ~ ' ~ J ) ~ ~ •q.' 1 ~ 1 _ ~ rr ~ 9. { so i ~ ' ~ ~ 1 ~ , Ig 036 eq, ~ ~ 149 I i j r'_, ~ i I' EIP % / . r
9080 p, R ~ 82 . x ~ p• R ~ ,i ~ ~ ~ ~ ti~ ~ 9080 p ~ i ~ ~ \ C ~ _ JI ~ ~ t .ly _ f ~ ~ eq. / 118 ~ ~i ~ _
~ J3 ~ / 98Jg ~ 117 ~ ' . \ 9027 p• _ R , q N>, ~ ~4 n 1 n ' - _ T' J aye ro• r 147 ~i , / J ~ ~ NoJ1 +e p, R ~ i" ~ - -J ! : aq. f ~pJJ i
\ 7 9 SJ ~ 72 \ \ r/ i ~ ~ ~ 9713 sq n 060 p• n 81 X01 >tq• n ~ ~ t ~ ~ 1 , ~ aq. R. 145 ~ J
/ , / 9080 p• n, , ' ~ ~ ~ ~ r i ~ ~ I o R ee ~a. ~
/ ~ Qce . ; / / 9pJJ ~q. n a ~ 0 p• n ~ ~ 7389 p• n~ ne , '~,1 ~ 1bg 1eo ~ ~ ~ tSE9 aq R ~ J S ' 157 R a9 Rl t060 R ~ ~ ~ 12t / ~ _
8 SI ~ ~ i/ ~ ~ ~ ~ U 9061 a 9~ ~ ~ ' 1 N ~ ~ ~ ~97 R 1e1 ~ ~ ~ 7961 W. R ~ 120. 7, - ~ l ~ ~ ~ 111A4 ~ ~ ~ 144 r 9381 e .
q. rt ~ , . ~ ~a• rt 60 ~ ~ 7J ~ ~ ' Z ,p, R~ " 8 J p• n i N tJ ~ I ~ ~1 I % R/ ~73~ a0 f G rt - i. ~ ~ - ~ ~
A ~ p• n ~ ~ N p• ~ I ~ \ ~ ~ \ ~ r^ J jJ72 ~ A ~?i/ ~ ~J . ~ , 143
s ~ ~ y Z ~ i ~ ~ 9079 p, rt 9080 p• Q ~ 59 ~ / ~ ~ ! 12 1e2 143 eq. t 1 / v ~ r!1 1 22 ~ ~ _ p, 'R \
93JJ ~ ~ 74 \ , 1 I ~ `f;
/ ~ 1JJ1 71 ~ / ` J p. 9104 ! ~ 8278 p 174 ~ 71 142 \ I n e279 ~ t ~ ~ .
Q 4 88 1 ~ '<a F. ~ ~ i R~ ; A . ~ t _ 12J r ~ !I/1 ~ ~ 471 p. tt ii A ~ ~ ~ i A -t'
~ °q• ff '1, p• n Se 1 ~ g 'F ~ ~j / . / 9144 p, n ' ~ i , 1 ` _ 1 141 ~ < 16J SO e
- ~ . ~ J ~ ~ ~ 7aoe 76~17J ~ \ ~ ~ 7ppg p , R Q R 1?1 / eq. R. ~ ~ ~ I A ~ Oe3 R
/ J 37 ~ ~ ~ ` ~ 98~ g~2 p• n 11y21 p• n _ r i 11 83 1 ~J p; ~r ' 1~{ 13p
/ / . ~ ~ ~ ~ ~ i ~ ~q' $ ~ ~ 165 ` 7pJ6 •9• R > a4' R 123
/ ~ ~ ~ \ ~ 1 / i ' ~ 82 ~ l / ~ i / / ~ i ~ ~ ~ ~ 0080 e4 n ~ ~ } / ~ 172 ~ + 78 aQ. ft i ~p20 a9• R 7710 >p. Rai ~ i. ~ 188 1 IV' 1J9 ~ ~ ~
1 TI I TY A M N T J / 9073 a . ~ ~ ~ 9060 ~ ~ ! 5 U L E SE E qN ~ 1 ~ p•n i 1 ~ , aQ. ft 1 ~ ` j ~ 144 aq, ft 126 Z - ~
/ / , ~ / ~ , 1 X80 ~ ~ 1~ 97 ~ ° ~ ' ~ ; ~ aq. R I INF RMA N ° ~ d STE 0 0 ~ J ~ ~ i 0 Q ~ry~~
TYP N AP YAR / ~ ~ p• n ~ , 21 a• n E "D" LA DSC E D ~ % ~ '9oe0 y p. n 1 r71 0 , ~ 1~ / ~ U ~ 3 , 2e ~ t - ~ ~1 1n EXISTING ZONING: AG d
W LANDSCAPE BERM , ~ , I ` ` ~ 1; J ~ sort ~ r ~ 1, j~ / 9272 % r ~ 9090 ~9• ft ~ , t L , sq IY ~ / I ! ~ 137 R PROPOSED ZONING: CU-POR PERMIT 04-04 0 ~ Z ~
~ / ' ~ '4 h / EXISTING LANG USE: AGRICULTURAL N (l: ~ w o ~ ~ , ~ 1Ja ~ 12e ~ PROPOSED LANG USE: RESIDENTIAL ` 0 ~ r x ~
7 Ito . , , 150 R• ozo p. n ~ Q I~ Q ° ~ ° K 675 p• Ri' _ ~ AREA IN R/W: 12.200 AC. fZl J • • 3 ~ ,
• ..1 ~ 76 \ 12 88 ~ g037B5 b ~ \ _ -J - ~ : ~`J AREA IN LOTS: 38.384 AC. ?-a ~ z ` \ ~0. R\ , 1 ~ ~ L.F. OF STREETS: 10 2081 L.F, r n 0 ~ ~ W ~
9 ~ p. ~ ~q 1e9 ~ ~ l ~ / ~ rt ~ DISTANCE TO NEAREST FEMA FLOOD PLAIN. >2000~ r..r Q ~ ~ z
6COl~ 12310 ~ /i r 1 ~ i ~q• n ~ ~ ` 7ee2 a , f / , \ WATERSHED: CITY LAKE WGA ' Q 3 4 t~ ~ \ i ~ rn Q_
•s ~ ~ ~ 95 ,f' 73 ~ ~~98J2 p, n - ~ ~ i 1 AVERAGE SLOPE: 2.32x V J ~ - U ~ 9a. rt SOILS: CeC2, CtB, EnC, EoD2, Mh82, Ch W r-a ~ ~
~a rt~ ~ ~ _ 168 ~ HYDROLOGIC SOIL GROUPS: B, B, C, C, C, C Z ~
os1 : r _ 1 4 ! 4 31 / ~ ~ ~ z 3 9a. rl PARKING REQUIREMENTS FOR RECREATION FACILITIES: ~ 0 0
d 9, e7 1 ~ \ 478 p• 10042 i 1 94 ~ rt 1 ~ •q. ft 899J p, n f ~a y ~ 983? 1/25 DWELLING UNITS = 254/25 = 11 SPACES RED. Z
let \ , ,33 '0' R TOTAL PROVIDED = 19 SPACES 0 1' ' " 7 ~p• R 3p r ~
9f ~ ~ / `v - ~ t - ~ 0 W z ~ 134 PARKING REQUIREMENTS FOR TOWNHOMES V 1 ~ > _
`~1 ~ ~ - ~ ~ " ~ - 87 aq, r! t 1.1 SPACES DWELLING UNIT = 2.1 x 77 = 162 ~ - 3 / Y r;
/ 92 ~ , ~ . 9040 p• n _ ~ PARKING PROVIDED = 176• -1 ' ' w • 1 CAR GARAGES do 1 DRIVEWAY SPACE ARE = d ~ ' r
/ I W z rn PROVIDED FOR UNITS 1-26 ? w - r. o
• ~ 910793 ~ % / as rt l ~ / Z w d w n J ~ • ~ ~ 1 TRACT "A" TRACT "B" TRACT "C" T01AL ~ ~ ~ }
~ TYPE "D" LANDSCAPE YARD) ~;,.ti x S . / Li.l \ AREA (AC.) 31.77 28.68 10 31 70.76 Q
W LANDSCAPE BERM ~ ~ ~ ' ~ N0. UNITS 99 78 77 254 O W
/
1.~ / \ ~ ~ ~ 1 7.47 3.63 (UNITS/AC.) 3.2 2.72 ~ ~ Mus r ' ~ ~ / REO.OPEN C~
~ cA = \ SPACE (AC.) 2.47 1.95 1.93 6.35 ~G ~ 1L I TY p NF
v' ~ 1 ~ ~ ~ ~ y i \ OPEN SPACE R~ 'n ' \ \ ' 1. 7 .5 9.41 ~ I'
i~\ ~ \ \ OJ a' C'], J'
/ ~ ~ ~ ' / ~ ~ i ~ ~ ,a ~ \ ACnvE ~ RECREAnON 1.58 2.16 0.52 5.27 0 \ ~ p ~
's ~ i ~ / , ~ / i AREA (AC.) J rx i \~a \ J W \ TOTAL ~j
/ G / 15' STREET YARD ~ ~ \ ~ .96 Q ~ D _ ~ ~ DISARBED 30.72 23.52 9.72 63 z
~ ~ W/LANDSCAPE BERM / ~ 1 ~ \ \ 2001 ESS ESMT PERCENT
~ , M ~ 1 ~ P PA DISTURBED 96.69' 82.01 94.28 90.39 ~ TO 0 E. CE
/ ~ t i ~ AREA ,
/ ' , ~ (i l ~ BI~:I~ORL 1111 UIl,.
5 CONC. SIDEWALK ~ , r~ ~ ~ - SURVEY INFORMATION
_ \ ' ~ \ ~ ~ PREPARED BY: TRIAD LANG SURVEYING, P.C. ?-X1111-h i_ T IJ 1 a `'oar ~ ~ ,_''ra~b°,'+~ ~ 935 EAST MOUNTAIN STREET, SUITE H
~ ~ ~ • 1 ~ - ~~'a KERNERSVILLE, N.C. 27284
~ , ~ ~ ~ PHONE: [phone] ~,~~`"'"""'~r,,
~J ' , ~ ~ Q' Q?~~ / ~ ~ t ~ ~ CAR~C, ~ ~ \ - DATE OF SURVEY: 11 /12/03 GATE OF MAP: 11 /14/03 ~ ~ OR, 'tic ~ ~ ~ ~ ~'L,~I~y•.
~ / ' • ~ ~ ~ ~ TOTAL AREA: 73.18 AC. ;off 9
/ ' . / ~ t, / ~ A T I A 2.42 AC. ~ ~ ARE 0 8E OED C TED: ~q~
/ ~ \ NET PARCEL AREA: 70.76 AC. 074442 -
~ ia•'" ~ ~i\ ~ ~ , ~ , CST ~ _ a ~1r /~0.:.~. ~ ~ TAX MAP N: 94-7003-1089-4 %~,,'••,F,y~INfF,,,,
/ CITY LIMITS J . ~ ' ~ CST ~ ; DEED BOOK 4493, PAGE 1618 %~'y ~ '
V ~ ATIC ~ ATION ARE / ~ ''~rgEt R wE~~,~~' / LEGEND
i ~ v~ - ~ ' ~
ti w ~ ~ J li s, LEGEND
~ \ rQ.~- UTILITY POLE LP - LIGHT POLE
O \ EIP -EXISTING IRON PIPE PL -PROPERTY LINE \ NIP -NEW IRON PIPE RW -RIGHT-OF-WAY
, O / \ EIR -EXISTING IRON ROp EP _ EDGE OF PAVING _ / \ PT. -CALCULATED POINT ONLY CM CONCRETE MONUMENT
" TBC -TOP BACK OF CURB WM -WATER METER
G 1. ALL LOTS ADJACENT TO WILLARO DAIRY ROAD ~ \ FH -FIRE HYDRANT NTS -NOT TO SCALE \ 11 -YARD INLET UEM -UNDERGROUND ELECTRIC MARKER
/ AND BARROW ROAD TO HAVE A COMMON a:1a 1• EIF \ CO -CLEAN OUT RCP G RENFNCONC. PIPE
~ / FENCING PLAN. ~ ~ USE TO BE DETERMINED BY UNDERGROUND POWER LINE
. ALL STREETS TO BE PUBLIC. / 6 2 / ,~y THE HOME OWNERS
A R IN T MM N ~ / ~ 3. SIGNAGE TO BE CCO D G 0 CO 0 / / ASSOCATION. Ipr~la?egl~na0~sa~ru~N~u~n P N , F _ 26 ur>Mnoa~vn~•aN3a ROJEC C
SIGNAGE PLAN. ~ J / OLD PROPERTY LINE / ~ ~ ~ DATE: 10 OE 04 ~ /
4. TREES SHALL BE PLANTED ALONG / ~ ~ / tiODZ 8 i 1~0 ~
COTTESMORE OR. AND OAK CHASE DR. ~ ~ P1 ww SCALE. 1 ~O
FROM WILLARD DAIRY RD. TO ALDERNY PL..
DWG B M9W, W" - t
J / 15 UTILITY EASEMENT cHK. BY
SCALE
O " J SS 1 ~~r~ '37 __1
15 STREET Y
W LANDSCAP Eii ~ F PRI I 1\111\ M)
O ~ F O PI 'A I
G

_ _
0 a
2 PT. ,J ~
TYPE D" LANDSCAPE YARD ' •r,,<« o O v°w_-~~~,,
W AN AP RM ~ ` - d L DSC E BE I / ~ ~ h ~1PT. ~ G~ MORE DAIRY ' - _
( 5874'44" ~ ~r 15' UTILITY EASEMENT ~ ' ~E~~ ~ a RD. - ~ ~ ~ -
51 ° ~ CITY LIMITS i 8.5J'~rOT ~ . ~ ~ ~.7 R~ ',i =r.~
1 ' .EASEMENT \ 16 A~) - h ~ 2 5 ELEC ~ _ I aJ41 p, tt o ~ 1. _ _ ' a' - -
~ ~ caN~~ - ~ I~ ~ t' 1 ~ ~ _ C~ ti c _ -
~ ~I 1 g15 17 I ~ ENT - I w` _ - ~'ttrF (1~ ~ °4• tt 69J5 p, ttl 584 ~ "-°9'- '~~c~~ ;~r 1 '15' . ~ _ - ~ , rp Z, c.•~ mac- .n O ? ~ =
F = ~ . - a = ' -
i ~ , 19 _ _ - U _ - _ ~ - tn - - -
p' % ~ ~ eQ. I ~ ~ ~ , . _ _ _ ~ N 12'02'56" E ~ I r " W - - - O -
- 1092.13' R } ~ s4oa - '1'i'o ~ ' ; ,
232.57 C ~ , ~ ~ 2 ~ ~ ~ ~ ~ - ~ _ rr y 2 , y - = , , -
s2ea p, tt 1 ~ •a tt ~ ~"`L - - r ~ ~ ~ _ _ ~H~ -r~ , ~ J 'J _ Y ! ~ -
IT' USE TO BE DETERMINED S ; ;
r ~ ~ V \ S ~ ~ ~ ~ so3 i / s, ~ ~ 2 E - _ T"~` BY THE HOME OWNERS o ; _ , t_ , .
~ iJ ~ i j ~ ~ V 549 p, tt ~ ~ 1 ~ _ - ~ ASSOCATION. - _ _ ~ _ _ , . , _ -
D ' ~ ~ 9550 aq. R ~ ~ ~ ~ ER1Vpp ~ ~ ~ D _ . cr _ _ _ _
' A ~ `x072 rt 1 ,~i ~ / ~ ron~c~'~"uo-e'~rt, - ~ ~ ~ ~ ~ _ 1 ~ ~ ~ ~ ~ ~ 25 V ~ \ VAND PLAY ARLA FOR CNIi; _ - „ a~ oR ~r - ~ . ~ ~ . - .
0 ri( ~ 1 h ~7 ~ 0 °Q' rt ~J / 102N p; tt ' / \ \ \ - ~ _ P Q _ _ o , ~ _ _ - - _ -
N 17 42'01" E ~ ~ p. tt ; ~ ~o. rt' 42 ~ ~ / 12 r e674 ~ / \ \ ` - _ - ~ 'g'" _ 0~ SOUTHWEST SCHDOI Rp.
1096.73' R ~ i ' dP , loss2 ~ p• n ~ V ~ ~ f' . J ~ \ 102 , 78.92' CH i ~ ~ ~ 41 ~ ~ A ~ A ~ ~ ~ \ 9541
,Q~ ~ - ~ ~ ~ ~ 9425 i ~ 9970 i ~ p. R Y ~ ~ 1 p. a ff p.R~ > ~ = _ w ' ? .
r ~ ~ ~ ~ ~ ~ \ i 101 , 79J 10.1 ~ 9909' 7 p• tt a060~ ~ ~ ~ v 66 a°~/ A ~ ~ Q ~4 tt . 13W1 ~ ' ~ b 79J7~ , SINGLE CT. ~ - - c c w. rt ?2S1,
r.' t ~ ~ p. If i ~ 8 A ~ ~ j, _ ~ A ' 11 ~ ~ 991 f~ / 70' _1 ~ ze2610s `t (
~I !y ° ~ 12980 ~9 tt ' ~ ~ ~ B7 °4'-'Y / - \ \ 27 ~ \ ~ s>~ ~ k, . ass::. ~ 1 ~ r ~ _ a34S p, R ~ ~ "T x964 p, tt \ \ ~ ` et ~ I ~ i/ ~ i v ,q. n I ~ ~D7 i ~ -r _ ~ - ~ ~ °q• R 319 a . ~ II I a n f oe I
ufr 1i "'9~~"a` i' ~ ~ ~ ~ ~ ~1 65 ~ ~ ~ y 102x1 - A ~ V ~1 ~ ` 9'491 ,Q ~ ( M 1 I ~ ~ VICINITY MAP 1 2000 ~
i , ~ Ea ~ ~ ~ ~ 49 4072 ~ ~i ~ p. W / \ - i 1pg ~ 1 - y 900 1 tGl ~ - L- ~ •9. ~ ~ 1 ~ n 1
~s - ~ ~ n, i v 99 ~ - - ~ SL 9R9 / 1 ~ ~ i ~ ' ' ~ 71~ ° , t ' U TO E DETERMINED ~
j~, ASQ ~ \ 7 ~ la ~ ~ i ~ ~1 p. n. a~d' 1~Itb~~ y . ~ 15J2~ p• rt _ r'. ~11 ~ ~ / ~ 1020} ~a S ~ J ~ L ~ ~ 112 ~ lIi ~ ~ BY THE HOME OWNERS o ~ ' '
i / 1 ~ ~ so ,a. 14 ~ 1 ` ASSOCATION. o ~ V ~ - ~ ~ ~ 71~ ro. I I15 ' ~ti ~ 1.~
p I ~oe6 p, tt 1J1J0 z , ~ J 81 e9 tt. J7 ~ \ ,s t \ _ ~ 7150 ~ ~ ~ ~ yr
1 'dQ ~ V 95~t ~ ~ 29 X00 \ ' p. ft ~ _ ~ ~q R ~ ~ 12145 p , tt +9-R p• ~1 118 ~ ~ t^I ~ 1 " , ~ " ~ ~ ~ ~'t,oJn7 116 ~aNCwE I ~ I ~ R y ~ ~ ~ j >b. T , W TE G ~ ~
154JJ p, tt ~ A \ ~ ~ ) , j~ ~ j'1 J ~ a rti~ oNUt~ENr U N ~i V
\ ~ / ~ ~ ~ ,~1 51 ~ i 1J1J,j , ~ ~ V / ~ -y X11 / ~ fit ~1s4 ~ ~ ~ _ ~ - ACTIVE r.,
~ ao p. rt eJ V art A - 1 ~ ;~w ~ ~ ~ ~ ~ °7'4• tt v ~ ~>a p, tt mot p, tt - o 1 +p• 1 °o•.j! 1sJ 11 C` ~ ~ ~ - RECREATION ARE g ^ " 2 0 ~ ~ ors. , ~ ~ ~ /.h ~
\t \ ~v A ~ ~ i ~ i i t ~ 9 ~ / / /i A r ~ + / 1 s2 1 • s 1 ~ ~ ~ , w• s DJe ,q• 1 1s1 1 r' 'S~'
~ ~ V 429 p. tt ~ ~ 90Q 52 A ~ IJ1~71 ~ A ~ ~ ~ E5 tf` 1 J6 , ~ b ~ ~ ~ M Q ~ 50 - ~ ~ ~ ~ k 0J6 i ~ ~ ( ~ L N ~ .,,1 r ~ 49 ~ EIP
0 +q. 62 . ~ k ~C. tt ~ ~ 1~ \t ft aoeo ~ ~ ~ ~ ~ ~ `y ~ Jt ~ / \ ~0 R i\ \ ~ ~ i J5 / 99J9 v 177 ~ v ~ ~,a~ _ DJ6 ,4~ r ~ 1 ~ ~ - - . ~ ( oJe,. 1 1 i ~ ~ ~
~ - ~ / V ~ \ ~ ~ 9027 p:.~tt i : ` V ~ q n~~ ' \ 76 p~ k \ .ti ~ ~ ~ ~V - ~c / ~ 9 I 47 i i..- ~7 7e R ~ ~ ~ J1 eq. ~OJ7~ ~ i ~ ~G. l~ ~ ~ ~ ~ eQ. Ifl )I48t'4s llg ~ ~
\ 971J p. tt ~ 9060 p, tt 61 ~ _~C4 2 ~ /i ~ ~ /
\ ; ~ 9060 / • ? '0. $ ~ ~ ~ / ' p N ~ ~ 32 ~ ~ ~ ~ 1 17 , - ,rte ~ \ I ~ - 176 ; ~ 1s9 1eo ~ ~ , ~ ~'-'i
V / A o~~~ % ~ ~ A ~ gOJJJ4 / v ~~:p.', ft / I 7598 p, ~ / 'y ~ ~i \ p. tt 7 ~ ~ ~ dV• tt 54 ~ 7 ~ 1 12 i / ~ ~ "Q' tt 79iS7 ~ •a' rt I p, rt, ~ ~ ~ ~ 79e1 ~ . I, ' Z
s4 r ~ \ ~ ° N / • ~ 061 aq. tt ~d ~ ~ 0 p. it ~ ~ 60 ~ \ 7J _ ~ ~ ~ O / ~ p. M ~ 161 ~ q R I 6 12Q J ~ ' 11164 ~ 144 561 eq. I , f / I t n 1 ~ rot 7
V ct'~ ~ 0 p• R _ 1197) p, tt~ ~ ~ N
. / ' i , / - ~ / 10654 O J72 , A' ~ v V \ \ ~ p'tt ] 2 ~ N jJ72 ,a ~ ~ l ` \/i/ 113 ~ ` v ' ~ 162 f
\ 80795 i 9060 / 5 ~ ~ ~ Sn ~ ~ ~ 1?724 / \ 45 •9. ft i ~ 122 ~ / r- sQ• R eJ
i `V A / A 1 74 i 1 ' - ~ 142 A • - ' I-t7 - ~
` , ~ JJIJ 88 i ~ / °a ~ 50 ,y N ~ M, R ~ ~ r~ A , 12J r+
~ ~ p.tt ~ - y ~ ~ ~ 471
' \ / ~ tC. R ~ ~ - ~~A ~ iSO141 ~ i _ 7 ,7J ` , ` 7pooep/ft ~a n ~ 12, ~ /
~ ~ i ~ \ ~ \ / ~ y ~ ~V/ / ~ ~ ~ ~ 1 6~ p' R { / ~ ~ 065 p. ft
/ ~ J \ 57 ~ i ~ ~ / ~ A °°62 ,4, tt nil p• n ~ ~ ~ ,n ~ t beef p; V~, , 164 50 1 ~ ~ 1 ~ b aq.
\ -.165' I~ ~9• ft ~ ~ 113 / 7 , 172 ~ 78 ,q. n ~ / X020 ,p. fl ~ ~ r
/ V ~ ~ ~ eo6 92 r 1 / / ~ v ~ op,tt ~ ~ i 77f0,9•.R " ~ 16E ~ 1J9 v. ~ H sn 1 ~
2 - 1 a~ -sal ~ ' ~ ~ ~ aoe 15 UTILITY EASEMENT / J•q. tt ~ ~ ~ ( a w. tt / ~ cti ' . ` ~a ft ~ sq. ft / ~ . 128 , / ~ Z a y , ~ n SITE INFORMA ON ~ ~ o
• . \ \ 0 ~ oNo
70 1 TYPE D LANDSCAPE YARD ~ ~ \ ~ < ~ laoeo p tt ~ & , ~ ` F, 1')1 0 i~ iJ8 i / ~ U ~ 3 ~ 26 p, R ~ ~ ~ ~ ~ ~ ~ sa rf o~2t~ EXISTING ZONING: AG 0 rr ~ ~ ~ I
W/LANDSCAPE BERM v x27 1 / so6o 1; ~ g01 p. rt ~ 1, 2 e ~ a /ice ~ ~ ~ 1< 137 °Q• 8 PROPOSED ZONING: CU-PDR (PERMITS 04-04) W p ~ wa r ~ \ \ ~ p• ff', ~ XI T1N AND USE: AGRICULTURAL ~ ~ ~ • w o " E S G L 0' ~
v 1 ~ , ~ , ~ ~ n ~ - 1 1' 1 ~ \ -i1e ~ 1 ~ AN US : RESIDENTIAL Q ~ o i = 170 ~ \ ~ Tso i o 26 PROPOSED L D E (j. Q w ~ a
w p. tt V 1/ 1 i ~ei~_~ 767$ a. R w. ft', ?o w• n ti AREA IN R/w; 12.200 AG m ~ Z ~ ~ ~ m ~
\ ' Q. It ~ ~ r \ • . rt.. 76 / ~ ~ r 12 ~ ~ j5 ~ ~ v J~ L ~ ~ / : >s'~ 1- / AREA IN LOTS: 38.384 AC. ~ - - ~ Q z z A ~9. R1 } / ' ~r ~ t ~ L.F. OF STREETS: 10,2081 L.F. rr nn ~ ~ J W ~ ~ w .
tt- aoea ~ p• t 1 p. tt _ ~ calar 1 ao ~ 2510 p. R I /i ~ % ~ ~ ti VJ ZC~O 1, , \ \ ~ 7.4 it DISTANCE TO NEAREST FEMA FL000 PLAIN: >2000' ~..1 Q 0_ ~ ? N ~ a
~ ~ ~ 1 as 7ee26ea tt ~ ~ ~ WATERSHED: CITY LAKE WGA a Q / ~ ~ ~ ~ AVERAGE SLOPE 2 32 ~ p I
f 5~,. ~ ~ ~ I~J2 p, tt ~ 6 rt SOILS: CeC2, C?B, EnC, Ea02, Mh82, Ch ~ W "Jl ~ ~ I
~p•R v ~ ~ t 1e ~ ~ , ~ ~ ~ HYDROLOGIC SOIL GROUPS: B, B, C, C, C, C } Z ~ 1 ~
x ~ ti - ~ ,1,7J tt r ~ s1~~ a1 ~ 9~ ~ ~t ,q, ft / 131 / ~ ~ ~ " ~ ~ ;4J ea rt ` PARKING REQUIREMENTS FOR RECREATION FACILITIES: ~ O 0
, ~ s,,. d 476 `t 04. . 1.:" . ~;H; p. n ~ \ 00+2 ~ tt % ~ seas .a tt ` , + ~ I ~ ,a ~ ~ / _ _ QI-Z 1' ~ ~ ~ ~ se ~ 1/25 DWELLING UNITS - 254/25 - 11 SPACES REQ.
' , 'd ' ~ 1e7 - ~ ~ 1JJ ~ n ~ TOTAL PROVIDED = 19 SPACES ~ ~ ~ A •a. rr~ 0 W w t
},"9 i ~ ~ ~ 1 / \ ~ ~ 1J4 ~ ~ PARKING REQUIREMENT'S FOR TOWNHOMES ~ ~ > r o ~y 8)sq.f~ - ~ NO
s ~ ~ ~ % i ~ l .1 SPACES DWELLING UNIT = 2.1 x 77 = 162 Q rn ~ 2 / • J~ Uco
`~9~ / 'S'q ~ 92 , 'v q~ V ~ 40 p• tt _ ~ S y ~ PARKING PROVIDED = 176 J ~ ~ N z ~ • 1 CAR GARAGES ~ 1 DRIVEWAY SPACE ARE - Q. z ~ N W _ rn • n
/ c , ~ \ / ~ .i ~F r ~ PROVIDED FOR UNITS 1-26 3 W d. ? 01 ~ t0
~ ~ / ~ V '~y.. ~ V9107 p, rt rs c~ \ O a v~izxmn t TRACT "A" TRACT "B" TRACT C TOTAL J o v~
~Ir ~ TYPE D LANDSCAPE YARD ,3,,• y ~ A ~ 1~ F- a Q ~ mz i. W i~ - AREA (AC.) 31,77 28.68 10.31 70.76 Q ~ ~ ~ , w
W/LANDSCAPE BERM ~ ~ \ U o ~ ~ ` N0. UNITS 99 78 77 254 O W z v d o ~
~q ~ ~ ~ ~ ~ ~ DENSITY 1 .7 7.47 3.63
~k.~ T ~ ~ r"=~~ ~ t ~ ~ ~ ~ ry~ ~ \ \ (UNITS/AC.) 3. 2 2 2 MUS ~`4. ; \ ~pN T
~ \ \ t ~ \ \ / RED. OPEN 2,47 1.95 1.93 6.35 G~ I TY ~ - \ \ SPACE (AC.) J ~E p 0
\ ` i OPEN SPACE 1 7,82 2.53 9.41 0 T ~ ~ ~ \ Ac.) .03 ~ ~ F ~i
/ ~ V ~ / ~ ~ / ~ \ / .r i \ ( J \ \ ACTIVE Q ° n~, ~ i \
\ ` i ~ RECREAnON 1.58 2.16 0.52 5.27 ~ ~ i ' :u ~ \ : = \ AREA (AC.) J ~ ~ ..•1
/ ~ / ~ i ~ ~ \ ~r\ \ ~ J W Z = / •t ; \ _~=r \ TOTAL fT1 . ~ ~ ~ Q D
15' STREET YARD J ~ " S~~ ~ , ~ OtSTURBED 30.72 23.52 9.72 63.96 n \ /0~ ~ \ \ AREA (AC.) ' ti
~r- ; W/LANDSCAPE BERM ~ , ~ \ ti ~ A ~ \ ~ 20~ ESS ESMT PERCENT
i ~ A ~ ~ ~ ~ ua ~ ~ / \ ~ ~ • • 1 - -r` I TUBBED 96.697. 82.017 94.289. 90.39 - ~ TO OPE PACE D s
1.-- ~ AREA
5' CONC. SIDEWALK J i ~ ~ \ 1 ~1_, v RF:roKI: ti(~r,~ nip,. - SURVEY INFORMATION - - ~ _
o~_ ~ _ ~ ~ ~ C01Tr1(f p~F.-( .1LL (F.A TI. ~ ' - ~ ~ \ ~ PREPARED BY: TRIAD LANG SURVEYING, P.C. I-801)-(i32-•3 ~39
~ A ~ ~ fi' ~ ~ ~ _.,~•NV On ~ 935 EAST MOUNTAIN STREET, SUITE H
, ~ ill ilil e ~ ~ ~ ti;, ~ ~ KERNERSVILLE, N,C. 27284 \ i n i n,,,,
1 o~ ~ ~ ~ PHONE: [phone] n,
~Q. / • v ~ ~ DATE OF SURVEY: 11/12/03 DATE OF MAP: 11/14/03 ~J 0~,,~ ..,Nq t ~ ~ FESS oti~..
t,, / ~ ~ - ,.a; ~ \ • q' ~ TOTAL AREA: 73.18 AC. ; Q ' / ~ ~ ~ _
\ / ~ ~ ;->~L~ AREA TO BE DEDICATED: 2.42 aC, SEAL / ~ ~ NET PARCEL AREA: 70.76 AC, ~ 024442
/ ~
~ \ • TAX MAP 94-7003-1089-4 ~~i `••;FN ~ . ~ . ~ •,,GIN
CITY LIMITS vx \ ~ ~ ~ ~ v. ~ \ ~ ~ , ~T ..l ...~;~,as, DEED BOOK 4493, PAGE 1618 y ' ~ ATION ARE 1 ~ '~,,,EZ B WE~++`
. i ~ ~ ' LEGEND ,,tt~t~„„+
~ 1 ~ s~.?w, k~.
1 ~Ar?iltMwn R+?Isi l LEGEND h
2 / ~ {p Y'N~M?:f\ ~?arof•++•"1 _ p lP -LIGHT POLE ~ \ ~Q.~ -UTILITY OLE I pL _ PROPERTY LINE \ EIP EXISTING IRON PPE
RW -RIGHT-OF-WAY \ a~ NIP _ NEW IRON PIPE EP -EDGE OF PAVING
/ / ~ 0 ~ ~ i+~ EIR EXISTING IRON ROD / \ S~ PT. -CALCULATED POINT ONLY CM -CONCRETE MONUMENT
/ v ~ o / / \ TBC -TOP BACK OF CURB WM -WATER METER \ ~ NTS -NOT TO SCALE FH - FlRE HYDRANT
1. ALL LOTS ADJACENT TO WIlLARO DAIRY ROAD G s~ I''; \ 11 -YARD INLET UEM - UNDERGROUND ELECTRIC MARKER
c / ANO BARROW ROAD TO HAVE A COMMON ~ , 1' EIP ti / ? . EIP \ CO -CLEAN OUT R - G RENFNCONC. PIPE
FENCING PLAN. Qo~ / v ~ ` ,y~ ~ USE TO BE DETERMINED BY UNDERGROUND POWER LINE THE HOME OWNERS
2. ALl STREETS TO 8E PU6UC. o` ,~e moo, ~ ASSOCATION, PR JECT N0. E-263
3. SIGNAGE TO BE ACCORDING TO COMMON / yP / /'h~ SIGNAGE PLAN. OLD PROPERTY LINE ~ ~ - ~ 0
4. TREES SHALL 8E PLANTED ALONG_ / ~ ~ , ~ '"y~ ,.y DATE; 10/06/04 a
COTTESMORE DR. AND OAK CHASE DR v bUALt: 1 =1UU
FROM WILLARD DAIRY RD. TO ALDERNY PL.. DWG. BY: MBW VWS/SDT
15' UTILITY EASEMENT J / CONC RiW ~ ,N CHK. BY R/W
QP WIN O ~ t SCALE
J P ss 15 STREET YAPb of 37
o~ ~y WILANOSCAP 4" s .4~!'E& p A
PRf: IMINARY
PLAT
I I aa
E , f~
y t~^ r~ ~ ~ ~ I~~ r i. 111 i1u I I ~ F
3 71' ~ II ~

MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS _ r.. _ _ - .
iI ~ ~ ~ DESCRIPTION METHOD ~ FREQUENCY TIME OF YEAR ~ J ~ - _ SOIL - _ _ - ~ - - - _
''i I 1 i/- - 1 _ _
~ I 1 r INSPECT AND REPAIR NSUAL I MONTHLY _ MONTHLY ~ -
1 ' ORGANIC LAYER Z = ~ - - ----7 _ _ p ~
~ / ~ REMULCH ANY Vq0 AREAS BY HAND WHENEVER NEEDED , WHENEVER NEEDED F _ a - -
C.O. . ' i ~ REMOVE PRENpJS MULCH BY NANO ' ONCE EVERY TWO OR ' SPRING U ~ IG ~ LAYER BEFORE APPUTNG ! ~ THREE YEARS w _ _ -
NEW UY£R (OPTIONAL) i - 1 j o - - _ I
I ~ ~1
~ I _ - ZEO P~pE i ~ - - - RA ~ 1 >'-~i r ANY ADDITIONAL MULCH i BY HAND ' ONCE A 'TEAR SPRING - J ' I I - n -I-', FP ADDED y - ~-fi--- ~ N ~ _ _ _ , ~ _
SOR'26 N I ~-r . ~ ~ - - - - _ PLANTS
sCH ao O IG - ' FP FP ~~-t>! a F r Z ~ REMOVE ANO REPLACEMENT SEE PUNTING ~3 15 TO 4 JO AND IO/1 TO 11 /30 ~ - _ ,
5 ~F 6 ~ O I <~V~~~'~'7~ ~ I ~ ~ OF ALL DEAD ANO DISEASW I SPECIFlCATION / / _ ; ~ 1~ I _ _ VEGETATION CONSIDEREp I - _ -
w FP Y ~ W ~ BEYOND TREATMENT ~ i - Y ~ _ AA " ` r _ - - - _ -
~ C PIPE ~'Y.;~l, , ~ ~ TREA1 ALL DISEASED TREES ~ MECHANICAL N/A VARIES, BUT WILL DEPEND ON INSECT _
6pERf ~ 50R ~ I ~ ~ J 'Vr' ~-~~~1~L~ ~~~>d~ { ~D SHRUBS ~ OR BY HANG ~ OR DISEASE INFESTAl10N - _
1 ~ CH 40 r ~F 6 5 I ~ ~ ~ S~ _ WATER OF PLANT MATERIAL BY HAND ~ IMMEDIATELY AFTER N/A ~ CS 1 SHAH TAKE PLACE AT ENO • ` COMPLETION OF Q ~ - ' ^
I 65 r ~a~ ~ ~j, I, OF EACH DAY FOR 14 PRO.~CT O - -
AA a CONSECUTIVE GAYS ANO I _ - - AFTER PLANTING HAS BEEN I ` = - i
c.o. iPE ~ RB A~0 P ~ ~'t (~ry t COMPLETED i > - ~ - 'tl - _ w _
OR ~26 PERF I `~~;;i`' RB ` REPUCEMENT aF SUPPORT BY HAND ONCE A YEAR ONLY REMOVE STAKE IN SPRING ~ - I TAK I ~ S ES
AO S0R ~ ` ~ ~ 6 SCH ` I , 1 REPUCEMENT OF OEFIpENT BY HAND ~ MMENEVER NEEDED WHENEVER NEEDED U
6? ~F S I ~ CS ' A RM CS ~ STAKES OR WIRES ' ' ~ s. I - _ _
~ ~ 1 S ~ 1 1
c.o. ~ IG s 1 RM
~ A/A r y F ,1 y ~I 7_,
~ C.O. ~ ~ ~ ~
i ~ I"
1 , , U)~In 1
~ ~ I -r I ~ ~ In Ir1
I, U
'1 ~~'urlf
~i 864.50 1, = I NAG S75 f t^' I 'l.. ~ s
E ESM ~ l mss' ~ ~ ~ r
- ANTE STAPLE ER 0 ACCESS & S & M~~~ ~ f-----__ MAINTE
CCES , NANCE ESM T, ~ I A. i I NCE ESM T. ~ r- ....J~
i ~ I . l
W I _ Z ~
I N a I N EX• WELL TO BE I _ NORTH AMERICAN GREEN r ~ ; ~ ~.7 _
I OW N IOW REMOVED PER GUILFORD ` CHANNEL MAT LINED CHANNEL z
INZ i I INZ O a O COUNTY HEALTH I, DEPTH 7 -
I N ~ J., I N DEPARTMENT STANDARD ~ I ~ ( v: 865.0 ~
I EX. WELL TO BE o . ' ~ I - J7
REMOVED PER GUILFORD ~ I i r I COUNTY HEALTH ~ ~ ~ I
I DEPARTMENT STANDARD ~ ~ ~ "f I i f ELEV: 864.5 r
I ~ I I ~ ~ ~ I ~ ~ I ~ J ~ ~
~ ~ N ~
~ I CHANNEL SLOPE = D
~ I ~ ~ D I D I ~ ~
z z F- ~
-~D I•W ;D I-w ~Z ~o
z~ ~Z i~ z~ ~Z i~ Dr, O ~ ~ Zm O i ~ A 8 C D CHANNEL LINING o o FT (FT) (FT/FT 0 a ~ ~ o
z ~n I N, cn I N ~ ~ ~ ~ ~ ) ~ 3U o 3 ~ 0 ~ ~va
m I l I ~ 1 ~ INV. ELEV. 860.00 - m ~ ~ , 3.0 5.0 0.5 0.00 S75/D W 0 > a o Z r,
~ won INV. ELEV. 859.80
II I WEIR DETAIL QLLQ ,°W~m~ m~Z ~o~c~,o
,I I ' i H Q~J W?ulj .
I I I ~ ~ Z~0 ZJ>~(Y Z ` / Q ~ 3~?cvUG.
I i _I / / _ rr^^ _ VJ -U
_I ~ _ ~ ~I W r--i ~ i ~ I
_ . I - - - ~ I } Z
- _ I M ~ 3 Q'
I . I I W -UU QF-Z
_ ~ _ _ I ~ m
I _ ~ ~ , , - ~ ~j w ~ ro
I ~ _ NQ Q~ J ..cn ~x
I ~ ~a Nz'
_ ' I - - - - . ~w WZ7o,aM
_ - I 20 sQ.YDS. - t ~ - ~ xmw ~ JQQo~n~'
I RIP-RAP INLET Q W ~amT."'.
I PR CTION BIORETENTION AREA NOTES: ~ _ti. - ~ W z v n. r:_
1. PLANTING SOIL SHALL DE 509: SAND, 20% LEAF MULCH, AND 30% TOPSOIL. MAXIMUM CLAY CONTENT WILL BE 10% OR LESS BY VOLUME. ~N MUSt
~a J~ •~~LITY p ti~
.PANTING SOIL SHALL HAVE THE FOLLOWING CHARACTERISTICS BY WEIGHT: ~ ~'0 ~P 2 L ~ 0 ~
PH RANGE: 5.5 - 6.5 ? J~ F O o
ORGANIC MATTER: 1.Sx-3.0% CQ~ ~ O
MAGNESIUM: 35 Tbs. /ACRE ~ ~ O JW Z=
PHOSPHORUS (P20s): 100 Ibs. /ACRE Q o D
POTASSIUM (K20): 85 Ibs. /ACRE ~ n
SOLUBLE SALTS: NOT TO EXCEED 500 m ~ PP
PLACEMENT OF THE PLANTING SOIL IN THE BID-RETENTION AREA SHOULD 8E IN LIFTS OF
18" OR LESS ANO LIGHTLY COMPACTED. MINIMAL COMPACTION EFFORT CAN 8E APPLIED BF.FOFTF, 1OI DI(~~
TREE SCHEDULE TO THE SOIL BY TAMPING WITH A BUCKET FROM A DOZER OR A BACKHOE. ('0\'T:1("I' 0\F-( .11.1. ('i:\ fF:Ft
1-g00-632-~1'>~J~
QTY. SYMBOL BOTANICAL NAME COMMON NAME ! MIN. HEIGHT SPACIP I SPACING I MIN. CALIPERS 3. SHREDDED HARDW000 OR HARDWOOD CHIPS SHALL BE USED AS MULCH. OPTIMUM AGE
OF THE MULCH IS 12 MONTHS. MUCH SHALL 8E CLEAN, FREE OF WEEDS, SOIL, ROOTS, CARO/~~~'%
2 RM ACER RUBRUM RED MAPLE ~ 4' AT PLANTING i AS SHO i ~ i AS SHOWN 1' PLASTIC, ETC. ~~H ~~N ''ESSI" q
` 2 RB BETULA NIGRA RIVER BIRCH 4' AT PLANTING ~ AS SHO Ti~P .1F 'A'll~~N ArJ~' _ - AS SHOWN 1" _ Q ~ 4. BIORETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 SDR 26 AND SHALL BE ~*.~-i.
j R;_7rfiM i'~.'PIG~~J~.; E~_c~;;t',,)p~ ~Al - AS SHOWN 1" UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A 02aaa
aFE;, _ ~F,a 3 FP FRANXINUS PENNSYLVANICA GREEN ASH ~ 4 AT PLANTING AS SHO ~ . POSITIVE SLOPE TOWARD ~rHE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN n/~ . ' ~
APPROXIMATE GRADE OF 0.5 '••FN ~ c . CINE., ~ yq ' , , '
SHRUB SCHEDULE ,rr -r~ - 5. HERBACEOUS PLANTS LISTED ON THIS SHEET SHALL BE RANDOMLY PLANTED ; 6 _ _ THROUGHOUT THE BID-RETENTION CELL. ALL THREE SPECIES OF PLANTS SHALL BE USED. ~~~I~I~
- - -r
QTY. SYMBOL BOTANICAL NAME COMMON NAME MIN. SIZE, 1 ~ ~ _ _ .-r ~I IN. SIZE r SPACING I NO GROUPING OF PLANTS IS PERMITTED.
- ~ - y , ~ I 2 AA ARONIA ARBUTIFOLIA RED CHOKEBERRY 18 18" AS SHOWN , 6. UNDERDRAIN PIPE SHALL HAVE PERFORAT10NS, SPACED AT 6" CENTERS WITH A
I - ~I ~ ~ MINIMUM OF 4 HOLES PER ROW.
- -~~'~I ~ BRILLIANTISSIMA - -1 „
- ~ I i'~!' ~il~~ I - I 2 C5 CORNUS STOLONIFERA ~ RED OSLER DOGWOOD 18 _ ~ 18 ~ AS SHOWN I 1. THE PLANT MATERIAL SHOULD CONFORM TO THE CURRENT ISSUE OF THE AMERICAN
I ~ - - - - - r~~~ a~,~ T~~F ! 3 IG I EX GLABRA "SHAMROCK" I SHAMROCK INKBERRY 18 " STANDARD FOR NURSERY STOCK" PUBLISHED BY THE AMERICAN ASSOCIAITON OF 18 AS SHOWN I T T1 N AN HR HO AT TH SIZE
_ L r', M~YTIi~'E NURSERYMEN. AT NS ALLA 0 ,TREES D S U8S S ULD BE E
_ - ELEV. r,q.,~, INDICATED ON THE TREE AND SCHEDULES. GROUND COVER MAY BE AS SEED OR
H R A IOUS PLANT SCHEDULE E B C PREFERABLY PLUGS.
- _ _ - - _ PROJECT N0. E-263 2. BALLED, BURLAPPEO AND CONTAINERIZED TREES AND SHRUBS SHOULD BE PLANTED
~_z , - - `''I QTY. BOTANICAL NAME COMMON NAME MIN. SIZE 'i i MIN. SIZE I TH F OWING PERIODS: MARCH 15 -JUNE 30 AND SEPTEMBER 15 - DATE: 10/06/04 DUR NG E OLL
n ~ - _ ~ „ NOVEMBER 15. GROUND COVER, EXCLUDING GRASSES AND LEGUMES, CAN FOLLOW TREE SCALE: 1"=10'
--r~r~ ~T~,~~F e,Fp i 16 'ASTER NOVI-BELGII PERSIAN ROSE I PERSIAN ROSE DWARF ASTER ~ 6 POT 6 POT Aun CLJDI IQ DI eAITIAIC f1ATCC r_Reccrc I ml I~~cc cunt II n Rc PI eNTFn IN TNF CPRIN(:
~NVLV VLVVI...! .!iVV LV VL L.. . I~V • ~ r . .v
%C'D1 i 71F- prT;--2.),?F l_,'Wr'~'DPAJP' - 6° POT F E _ 16 DESCHAMPSIA CAESPITOSA TUFTED HAIRGRASS 6" POT OF THE YEAR. DWG. BY: MBW/VWS/SDT
17 RUDBECKIA LACINIATA GREENHEAD CONEFLOWER 6" POT " ~ I 6 POT 3. THE CONTRACTOR SHALL MAINTAIN A ONE YEAR REPLACEMENT WARRANTY FOR ALL CHK. BY: MBW/VWS
PLANTINGS. THIS SHALL BEGIN AFTER INSPECTION AND APPROVAL OF THE COMPLETE
BIORETENTION AREA CROSS SECTION INSTALLATION OF ALL PLANTS. PLANT REPLACEMENTS SHALL BE IN ACCORDANCE WITH 23 ot 37
THE MAINTENANCE SCHEDULE.
1310-0;I,L.
PLAN

'J _
r ~i •J J
~ 10' I 10~ ! - 'J J ~ - -
_ -
2• TOP OF DAM EL. 870.16 ' - ' ' ~ -
~ EMERGENCY SPILLWAY 4 ~
- EL. 868.16 LOCKABLE OR REMOVABLE ' ;r =1' - 1 a~= HANDWHEEL OPERATOR - '
~ - ,
~ - - - 100 YR. POOL 868.82 = ~ ' c - - - - - 10 YR. POOL 868.03 NORTH AMERICAN GREEN ~ = ~ - =
MAT LINED CHANNEL ~ - ~ X a _ ' - CHANNEL - - - ~ : ;
4 2 .RISER TOP. ELEV. 867.16 DEPTH _i ~ - ' - I ' - -
3 w - - o -
_ 1 1 PERMANENT POOL 864.24 ; V: 870.16 _ ;r ' ; _ ~ a r~
- k - MN I ?0' PDA - -1 5~ ~ ~ - C
_ _ - ~ , EX. GRADE ' ~ ~ J . 48" .A.P. RISER V• .1 ~ - r C /~ELE , 868 6 ` ~ = = ` ~ -
--ATP \ W/ 72" TRASH RACK ~ - ~ `
_ - - _ _
- ~ \ " ~ V ' - J - 8 GRAIN W/SHEAR GATE _ = ~ ~ ~ -
AND LIFT ROD ~ INV. 861.24 B ---I _ ~ - -
~ ~ \ \ \ \ . ~ ~ ~ - -
~ i ~ ~ I ~ \ CLASS II 7 L.F. .851L CHANNEL SLOPE = D " - - " AAP PIPE 0 0 T P F IM NT T RAG 61.4 ~ ~ ~ ~ - - C 0 0 SED E SO E8 2 a ~ -
~ I \ ~ ~ RIP-RAP 8 87 L.F. 36 0 - _ _ _ - a, - -
~ \ \ , I \ > - _ -
I \ \ 25 v I I ' \ \ \ INV. 860.50 BOTTOM OF POND EL, 860.00 = A 8 C D CHANNEL LINING ~ - " J
i \ I \ \ FT FT) (FT/FT) INV. 861.24 ( ) (
\ \ \ MAINTENANCE 3.0 20.0 1.66 0.00 575/0 U "h
~ II ~ V V d< ACCESS ~ 5' 5'
I_._ - - _ _ _ EASEMENT ' I ~ r ~ v NTT- P EMERGENCY SPILLWAY DETAIL ~ `
\ \ 72 x72 A SEE ~ ' _ \ COLLAR (2 REQ.) z~
I \ \ ,
\ , ~ I ,
~ ~ I 36"x66"x66" CONCRETE ~ ~ In
I TYPICAL DAN CAL DAM CROSS-SECTION ANTI-FLOATATION FOOTING z ~ ~
~ ~ i \ v_ , ~ ~ I -t' N.T.S. O ~ C\ I n
~ ~ I ~ UNN M,,.,
26 I v , i ~ \ N oC U r ~ ~Zxi^I
~ ,
I I ~ ~ ~ x zu~~;,~
I ~ _ r^.
_ ~ ~ ~ 7 _ I I ~ w 0
_ ~ ~ _ ~ ~ - ~ l
_ ~ _ _ ' i t J
I ~ - PERMANENT POOL EL 864,24 ~ , u
I / ~ z w
i.~ ^i ~ r1
~ 1 I I ~ r..~.
~ I .:r.' ,:r I` ~ r I ~ ~ .l - .1 f I O
I N ~'i ~,z~~ CLASS II f 27 I ~ ~ r, - - ~ v CLASS II RIP RAP BAFFLE
I l r ~ - - - . / ^ . , ,r1 I~ \ v, r i 111
\ _ i ; ~ 3~
I I ~ r~" ~,~~~'``;r- BOTTOM PON[ 1 \ _ ' 30TTOM POND EL. 850 -t+ ~
I Y -34 - _ ~ ~ - ~ a
~ I \
ti ~ l ~ /rte I ~ I ~ ~Q
` . I ` SECTION
~ ~ ~ I ~ ~ N
l~ ~ . ~ I I ~ ~ AFF TAI I B LE DE L QZ ~N O
~ I I ~ ~ N.T.S. I I I ~ i 35' ~ 0 ~ N O
1 ~ CO C0 I ~ I ~ I ~ 1 ;ti,,,, 3 U ° n 1 ~ WUt
II I I ~ , i I l ~ I ~z• ou,1o cAUCE 3•x1• oacwn~c W OQ }aozr: ~ti,
2 8 I I ~ \ , I 1 1 ~ CORRUGATED ALUMINUM { I ~ ~ I I I 1 I TRASH RACK, SEE DETAIL
I I I ~ ~ THIS $HT. _ - , a' . ((~~-~~fi of 'r ~ ~ :i - - - ~ ~ Z Z n
1 I ~ 11 ~ I I r I s>'Nnltnc EIt1ER - I i - 0 0 ~ ~ In w ~ z Z ~ _
I ~ 11 TOP TRASH RACK El. 868.16 I I RIP-RAP BAFFLE r.ealc us PCR IMppt ' ~ -I' _ Q ~ ~ ? N C9 Q.
I I I I (SEE DETAIL THIS SHEET) I \ 1/S 1 z' u-ear - - ' Q / - - NIP-RAP n' O / -U V J
I II ~ I I I J Q EX i~t±N1N0 ~ I W N
l I I ~ I 4• wATF~ 4" WATER QUALITY FI- NOTES: ~ }
~ O~ I I ~ ORIFACE ~ . ~ I I .IN ~ ~ I I I ORIFACE INV. 864.24 0: PLACE RIP-RAP AROUND PIPE AS DIRECTED MM 0 0
I I lo, ~ i I I NORMAL POOL F~ BY THE ENGINEER. Q F- Z NORMAL POa El. 884.24 Q ~ ~ ~
~ I I RISER
v I 10. I ~ II rn QW z + V J w n O
I I I ~ 29 I I Q ~ ~ rn RIP-RAP OUTLET PROTECTION DETAIL J V~
I i I I. I ~ I 1 ~ 36' C.A.A.P. BARREL PWRED NTS Ja Nz I ZUn cv
I I I I 01.43X INVERT SHEAF I 1 Roo d SHEAR CATE, LIFT ~ W W - z ~ O ~ R00 do FRAME Z W d ~
I I' I - I 1 Q ~~>x ~ " ~ J~zOmn
~ I I I o II I 1 o Q WaamW"' I
I I I i Flu w/ aooo N I 1 INY. EL 861.24 PSI CONCRETE fV U W WO~~ I ~ ZVdVa.
I I 4:1 I I 1S0 PCF I 1 a " J Q O
I I I I ~ I I I 1 a ~ o I I I I I I C IYIl/S 1 I 1oN IYM1J
` ~ - - 1 1 ~ ~ooo PSI CONCRETE ' G~ I T Y J ~S p
I 1 _ - ~ '~D ~ ~0 T
EX. POND - _ CONCRETE RISER CONCRETE RISER ~ J
WATER EL=870.651 \ 1 ~ - 3~_6• FOOTING TO BE pr FOOTING TO BE ON ~ c4° ~'o UNDISTURBED SOIL C~
DRAINED AS OF 2 14 04 I ~ UNDISTURBED SOIL Q~ ( / / ) I J ~ Z '1
t _ _ _ QO m Z D
1 I ~ RI R PIP TAIL 7 ~ y
ae• RISER I SE E DE I ~ ~ TAI \ ~ ~ M.Ts (SEE DE L \ 1
I THIS SHEET) 1
1' ~I I G 870.16 ~ BEFORE 1 Ul' DIG!
~ I 4" RISER PIPE \ I ~ 1 CONTA("T ONE-(':1L1. CH;NTER
I TO BE REMOVED ~ I ~ ~ s/6 a! ~ EACH w! 3 8' DIA. ALUMINUM RODS 0 12" OC 24" x 1/4" THICK ALUMINUM 5/8" DIA. ALUMINUM RODS 0 12" OC I-$~~-132-~9~9 / ANTI-VDRIEX PLATES EACH WAY, -EACH WAY, TYP CAl EACH WAY, TYPICAL / WELD All INTERSECTIONS
I I I BREECH IN DAM \ WELD AL I v 1 WEIR AU. INTERSECTIONS HELD ALL INTERSECTIONS %i ,~~~~~ii~iii~~~
I ~ ~ \ 101 ~ I a \ ` .N'•
\ ~ I ~ ~ ~ ~ ~ F
~ I i ~ ~ ~ ~ - l' ~ : Q j
\ 1\ / ~ ~ N ! SEAL IA A ~ 8" _ - \ PROPOSED 72" D . 10 G UGEM ~ ' 024 42
~ ~ ` N 3" x 1' CORRUGATED ALUM U ~ ~ ~ TRASH RACK SKIRT - ~ ~ ' ~'••.F ~ `
/ I ~ \ ~ I \ / '••NCINE.~•~ ~ F ~ '
l G 868.16 ~
~ l ~ ~ 1 i ~ nuim~ r ~ .l _
I / ~ ~ A ~ ~ ~ "1 4" IRON PIPE' ~ ~ \ J ~ ~ - C ~ ~'i ~ 1 ~ r
~ / . h T ~ ' ~ A 1 ~ h0 R M ~
~ \ ~ o E OVED \ , J I ~0 _ r-
/ ~ ~ RIP-RAP OUTLET CENTER OF \ f~J ! ~ ~ a PROTECTION 1 ~ AM *N ( J
/ ~ e SEE DETAIL THIS 0 D ~ v ( ELEV.: 24' x 1/4" THICK ALUMINUM ~ ANTI-VORTEX PLATES EACH WAY, ~
~ ~ SHEET) 1 l ~ ~ 870.6 ~ ~ WElO ALL INTERSECTIONS ~ i
~ s ~ MAINTENANCE G 870.16 PROPOSED 48" DIA.
/ do A ESS / 1 I ' ,l C.A.A.P. RISER i
~ / - EASE ~ ~ i ti / - ~ v - 48" C.A.A.P. RISER
~ 1 ~ ~ - ~ J ~ l ~ O PROJECT N0. E-263
r ~ ' V PROPOSED 72. OIA. 10 GAUGE W O / _ I Q 3• z 1• CORRUGATED ALUMINUM DATE; 10/06/04
I O~ I- O TRASH RACK SKIRT 12• / ~ I 2" SCALE: 1 "=30'
p" / PLAN ELEVATION DWG. BY: MBW/VWS/SDT
ti Ral rn 1
CHK. BY: MBW/VWS
~ N 0)
. O N 1 24 of 37
z o ~ ~I
/ / I T 0 TRASH RACK DETAIL I'ON /1 n.r.s PLAN

a~
?1 ~ ~ ~ ~ _ oo I
- i ~ I I _ _ -
; = C - - 5= c
~ 3~ r Z• Of TOP OF DAM_E_ L. 86_5.7_7 ~ ' a, = ~
M R N Y PI WAY J EEGEC S LL
_ I I \ - - w.~ ~ EL. 863.77 LOCKABLE OR REMOVABLE ~ ' = x 4 HANOWHEEL OPERATOR = _
~ I - ~ ~ % ~ t
r~ ~ ~ i
~ ~ ~ o ~ ~ ~~tiy ~ A \ - ~ U - o 4 i _ 1Q0 YR. POOL 863__3_ ' , ` ~ _
10 YR. POOL 863.08 o z ~ : - - _ RISER TOP ELEV. 862.77
I _ ~ i ~ ~.c 3 ~ -
01 - I ~ ~ f" . = -a~ ~ ~ ERMANENT POOL 860.93 ~ ~ ~
I ~ ~ I ~ ~ i . _ , C , o " Y - = _ -
vV I I I EX. GRADE ' - , - =
I I Cs~ I 36" C.A.P. RISER ' - - W/ 54" TRASH RACK ~ - ' =
i ~ I I ~ ~ - ,
/ +4 MN ` ~ ~ ~ a~ ~ ~ I I ~ EMERGE EMERGENCY SPILLWAY = ' - ~ 8" DRAIN W/SHEAR GATE _ _ _ ;
----------------J 1 (SEEDET ~ 1 I I ti ~ ~ (SEE DETAIL THIS SHEET) AND LIFT ROD ' _ - _ - - INV.857.93 - ,
a::~~ ~ A I ~ ~a~~ - -
- - ~ ~ - I g% o ,3 " CARP PIPE ~ TOP OF DIMENT STORAGE 857.93 ' r ~ ^
i ~ I CLASS II 81 L.F. 24 ~ ~ ~ , RIP-RAP ~ = - - ~ -
~ I w a
I" _ ~ I 863.77 BOTTOM OF POND EL 856.00 INV. 856A0
I I INV. 857.93 U t'
- - - I I C. e-i
I I I
RIP-RAP BAFFLE - + ~ 5' L7 z~
~ ~ ( E DETAIL THIS SHEET) , r ~ ET) _ _ - " 60" x 60" ANTI-SEEP
• N COLLAR (2 RED.) ~
i 8 DI WATERLIN - E ~~In
o ~
I o , I 4'x4'x3' CONCRETE z ~ N -t' TYPICAL DAM CROSS-SECTION ANTI-FLOATATION FOOTING 0 ~ ~ In i\
_ _ U ~ rl rf, N.T.S. ~~i
00 ~ I _ ~ ~ I ~~U~i~
i I ~,z,~rl
JI_ - I z
I i I I I 'AC SS do MAINIENAN I I I I ~ ~ I I ~ I I EASEMENT S do MAINTENANCE ~ z ~ r,, EASEMENT ~
I i I I I 4:1 w0 0 w
I I I ~ I I I n 54" DIA. 10 GAUGE 3"x1" z x
I - I - J I G 865.77 ' CORRUGATED ALUMINUM ~ ...a ~ TRASH RACK SEE DETAIL ~ 0
r- i Ii THIS SHT. ~ ? + ~
~ ~ -1 I zw~~ z~~
i I I 36• RISER I I TOP TRASH RACK EL. 863.77 u
AI I I I (SEE DET L , • I II i - T /2 U BOL L, Q
THIS SHEET) I II ~ oz
~ 4 I I I 4:1 uW ~ 1.5" WATER OUAUTY
I I! n ORIFlCE INV. 860.93 ~ z ~ In
I I ~ I ~ I i G'`~ M,
I I , I CENTER OF 10 OAM 36" C.A.A.P. NORMAL POOL EL 860.93 ~ ~ OAM RISER ~
I ~ ELEV.: 865,77 77
~ ~ i ~ ~ \ ~
i ~ I II 65.77 24' C.A.A.P. BARREL POURED
/ G8 ~ I i 0 3.62x INVERT SHEAR GATE, UFT ROD ~ FRAME
I I I I I i I I .RIP-RAP OUTLET ~ ~ 1P OUTLET - - ~ ~
I II PROTECTION , TECnoN , o o z
/ I I (SEE DETAIL THIS SHEET) IL THIS SHEET Flu w 3000 N ~ ~ o ~ o ) INV. EL. 57.93 / 0 Q r o 8 PSI CONCRETE 3 U O N r
i / ~ / / ~ iI 150 PCF ~ 0 ~ ~ V ~ o ~T~
i ~ I Il , I I ~ i o I o Mil ~gw?n ~ i I i 0'~ « own
I ~ ~ / I II ~ I I ~ / f 3000 D9 CONCRETE Q 0 Q o z~ p
I ~ ~ / / 150pCF. m J .,o~~mo M••-I -Z ~a''zZv
~ I / ~ OONCREIE RISER ~ 0 7 J W< ~'~n w
`J I-.------J / ~ II I ~ ~ 4'_ f00TNiC TO BE ON V J Z U 0 Z~~ n = 0• SQUARE aa UIIOISIURBEO Shc 1••~I Q , 0_ ~ ~ ? rv U a
II rr^^ o.Q ~ VJ -U
/ M--~ 0I W
\ ~ a / / 1 . j \ .l . a I I RISER PIPE DETAIL } ~
1 .i ~ / / ~ ~ N.T.S. - 0 Q
G 865.7 i % ~ 1 ~ I\ I Q~z 0
.i I I ~ ~
81 LF 24' , 4 A I I - CAPO C~ ° > W ~ o
- i 2.3871 I I i/ / \ o' ~ - ~ " m Q J~ U~
~ / \ I I / PERMANENT POOL EL 860.93 J 0. ~ ~ . ~ Z N
1 .i% / ~ / ~ / 3W W?Zrnon ~ Q. _rnac~ Z W
L~/ / I \ / O / I a. - 0 ~~>x~in ~;~3" O J ~ ~ a m
~ I I / / /
/ I I / ~ rn 's-..~%i~~•' ~ RIP-P.AP GAF U ~ 'w a, CLASS ii 8 LE 0 W woos z
/ / I ~ I ~ - ~ ~ z v a c~ a r tia.-,_~.;~ < ,
/ / I I ~ ~ ` ~ BOTTOM POND EL. 85b.O0 ~ MUST
. / I I / ~ / ~ ~c ~ rr p
/ I I / / / A / ; ~ Ro _ ~
~ / \ t I / J F~ 0 ° 0
~ ~ ~ _ / / BAFFLE DETAIL o
~ I I / / / ~ I I ~ N.T.S. J l1J Z =
/ / , / Q~ yfTl ~ n
/ \ f I / / / ~ I ~ /
BEFOFIE 1~UU DIG'.
: i ~'a', 24" x 1/4' THICK ALUMINUM 5/8" DIA. ALUMINUM RODS d 12' OC (ONTr1(T 0'VE-(:ALL ('F:'~ f F:Ft 5/8" DIA. ALUMINUM RODS 0 12" OC
EACH WAY, TYPICAL ANTI-VORTEX PLATES EACH WAY. EACH WAY, TYPICAL I-80O-632-#9.19
'Jr~ WELD ALL INTERSECTIONS WELD ALL INTERSECTIONS WEIR ALL INTERSECTIONS
} NORTH AMERICAN GREEN EEaw 24" 6' ^a' i e' ~~~~~~a ~ i i m i~,~~4 ! ~~H CAROC~
MAT LINED CHANNEL CHANNEL ~ ~ _ ~.•'EESSIp''
DEPTH ~ ; , , , ~,1' r 8" ai 1 Q
~ PROPOSED 54" DIA. 10 GAUGE ~ / ~ \ 3" x 1" CORRUGATED ALUMINUM ~ SEAL
~r_. V: 64.43 ~ , ;,;Z ^ , a iv ~ 1RASH RACK SKIRT ~ I ~ 024442 , ~ ~ r
~ a, C
/ ELE 863 1 _ q~... ~ ti ' ,~GQ.
J1 - r ~?nnin?
2 A A - I
~ _ 7
B ----i ~ I
CHANNEL SLOPE = D 24" x 1/4" THICK ALUMINUM
Y1 ANTI-VORTEX PULES EACH WAY, > _ WELD ALL INTERSECTIONS ~ '
:r. - PROPOSED 36" DIA.
7. CAADE ,1 ~ GA.A.P. RISER
~,i - ri - n A B C D CHANNEL LINING ~ ' ~ i'~ ,
(FT) (FT) (FT~T) ~ z ~ 36" C.A.A.P. RISER
r ,:H,.J ~ ~7,_ S5~D E. lE 3.0 5.0 0.66 0.00 7 sYNrw r~~ r a J
l+FFi~ lic v[P Nr[ht `n~ r,°c•, ~Enss i PROPOSED 54• DIA. 10 GAUGE PROJECT N0. E-263 .1o cAUCE
EMERGENCY SPILLWAY DETAIL R~F-QAF Y x CORRUGATED ALUMINUM ~ ED auMINUM t2• DATE: 10/06/04
Ex ~+ax+o TRASH RACK SKIRT SCALE: 1 "=20'
DI AAI r. w~., _
NOTES: i ~rn DWG. BY; MBW/VWS/SDT
PLACE RIP-RAP AROUND PIPE AS DIRECTED
BY THE ENGINEER. CHK. BY; MBW/VWS 25 of 37
RIP-RAP OUTLET PROTECTION DETAIL TRASH RACK DETAIL
NTS N.T.S. POND B

w _ r~
~ - _
v / / / t0~ ~ - i ~ ~ _
- _
2. / ~ I ox ~ ~•OX TOP OF DAM EL. 857.83 ~ I E - = ~ - - . ~ ~ _
6 4 ~ ~ ~ ~ EMERGENCY SPILLWAY ( LOCKABLE OR REMOVABLE I - ' ' _ 4 ~
6 EL 855.83 6 HANDWHEEL OPERATOR ( ~ ~ = . _ _ Y , 1 d ~~~,W - - a ~ _ _ - -
5 ~ 3 I I ~ i - _
NE ~ - - - L_ ~ ZO 1 ~ - - - - 100 YR. POOL 855.69 ~ ~ - - _ _ - cn _ o _ ,
\ - / - ~ - ~ 10 YR. POOL 855.22 _
~ ~ ~ I ~ - RISER TOP ELEV. 854,83 ~ _ _ ; :~r . -
~ ~ ~
~ ~ I ~ ~ - ~ / i ~ 1 PERMANENT POOL 853.00 ~ I c ~ = = ~ Y
~ .i/ ~ ~1E - Z~ ~ - • - -
1 ~i , ~ , ~ - Lei ~ , i i _ _ . 36" C.A.P. RISER EX. GRADE If_.___ _ „ _ ~ , ; " - / / - -
i ~ i W/ 54 TRASH RACK ' t = , - ~ ~
i _ _
- - ~ ~ ~ I - ` ~ ~ NE 8" GRAIN W/SHEAR GATE ~ ` - ' - - - AND LIFT ROD ' - = - ~
~ Z~ - ~ INV. 850.50 a _ _ = -
_ / ~ ~ ~ _ I - Y 0 .5 1
j ~ CLASS II 100 L•F• 2 CAAP PIPE = _ _ " O TOP OF SEDIMENT STORAGE 850.00 1 ' ,FA,~t - - - -
~ - ~ RIP RAP 100 l.F. 24 w ; ; ;
i i ~ ' ! / V ~ ~ / ~ 80TTOM OF POND El. 849.00
~ 'i~~ ~ - / ~ ~ - ? INV. 850.00 \ , / C l U ~
,'j ~ _ i~~- ;rHn+En~ r~~ iEa C, r--~ INV. 850.5 inPr+~r, a, c~a aronr i
- ~y \ ~rti~nP. ~ ~ rr
~ (y r,p nrt~r
% ~ v SI--- h~
\ ~ - P - \ 60 x 60 ANTI SEE - - ~ i _ - COLLAR (2 REQ.) NOTES: PLACE RIP-RAP AROUND PIPE AS DIRECTED
\ - BY THE ENgNEER. ~ l t11 I ~
~ OW ~I ~ W I ^t
Z \ ~ \ o ;/I 4'x4'x3' CONCRETE G ~ C` I n ~ n
N RIP-RAP OUTLET PROTECTION ~ \ ~ \ Tlil H T \ N TYPICAL DAM CF ANTI-FLOATATION FOOTING ~I r,' [ DAM CROSS-SECTION - TLET PROTECTION DETAIL U RIP RAP OU_ ~ , ~1 f
\ (SEE DETAIL S S EE) ~ ~ ~ ~ N.T.S. _ - N.T.S. ~ ~ C`I
54' DIA. 10 GAUGE 3'x1' ~ N ~ \ \ CORRUGATED ALUMINUM r~~-~ 1 V W '1,
I, \ ~ ~ TRASH RACK, SEE DETAIL
\ ~ EMERGENCY SPILLWAY ~ ~ ~ THIS SHT. SEE DETAIL THIS SHEET) ~ I .^'.~~~r~', .
w O ~ ~ G w
. ~ / ~ ~ I _ _ TOP TRASH RACK EL 855.83 % ~ - / ` i ~ ~ i " NORTH AMERICAN GREEN T
G 855.83 , G 85~. 3 i/2 U-BOLT , ~ ~ ~ MAT LINED CHANNEL ~ J CHANNEL ~
O ~ ~ Q~ ~ DEPTH ~
~ / ~ / ~ \ ~ CL ~ 2' WA' N ~ / ~ ~ p ~ ORIFlC) " WA AUTY ~ 2 TER ou j ORIFlCE INV. 853.00 w
~ ~ / 100 LF~24" \ V: 8 7,~ r
/ / _ CAAP 0 0.509: i \ ~ N G 857.83 NORMAL P01 NORMAL POOL El. 853.00 C
\ ~ \ 36" C•A.A•P. RISER /ELEV: 855.83
\ \ - I U i ~ 1 ~ .J
/ _ I A !'Ff•'Mnrllrll I~~ i F~ ; ~ A - In tf,
24' C.A.A.P. BARREL POURED i /
/ / 0 0.50X INVERT ROD -`t SHEAR GATE, UfT _ ROD dt FRAME ~ 6 ~ ~ ' ~
/ ~ _ CHANNEL SLOPE = 0
/ ~ o i o I.., ~-~;l,i ~ ,iir i II
~ / \ I FILL W/ 3000 N ~ I INV. EL. 850.50 / PSI CONCRETE N
1 150 PCF u ~',.r ~ `r,: :,1 O ` , I ~ } ~
/ °6 ~F me , µ'00D 9q A ~0 c - o NORTH AMERfEA EN (Se FFL f I - I _ ° A B C D CHANNEL LINING F-
SC250 PERyIAN T E DE?qIL I ~ 3000 PSI CONCRETE ' M F T ~Z o (FT) (FT) (T/F ) 0_~ ~a
T too RcF . . VEGATATI LI ER TM1S SNEE ) _ 0 ° rOo 3,0 5.0 1.17 0.00 S75/D 3 U N r
• I CENTER QF 10' OAM ELEV.: 857.83 CONCRETE RISER CONCRETE RISER ~ w U a foonNC ro eE oN BAFFLE DETAIL o ,aoz„
4~-0' SQUARE FOOLING TO BE ~ ; _ , I UNDISTURBED SC W ~O ~ UNDISTURBED Sql EMERGENCY SPILLWAY DETAIL H.T.s. ~ ~ ~ .w o ~
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I DATE: 10/06/04
9 SCALE: 1"=30'

SIDE FRONT DWG. 8Y: M8W/VWS/SDT
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TREATED W, =ATED WOOD BAFFLE DETAIL 26 of 37
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