20010093 Ver 1_COMPLETE FILE_20010123

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Steen huis/Lutheran
Facility Name Middle Sound Regional Sewer c/o New Hanover County New Hanover
Project Number 01 0093 County2
Recvd From DCM Region Wilmington
Received Date 1/23/01 Recvd By Region
Project Type sewer collection system
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Scare Index. Prim. Supp. Basin Req.. Req. ME
CL1M%? SIt4O ?' O N ? 1 ?-87 S 4 OR«' 30.6?4. 1.01
r_F_ P7 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:
cc: Regional Office Page Number 1
Central Office
Facility Name Middle Sound Regional Sewer c/o New Hanover County New Hanover
Project Number 01 0093 Regional Contact: Steen h u is/Luthe ran
Date: 2/26/2001
Comments (continued from page 1):
Additional information dated March 29, 2002 has been received.
The project was put on hold on 5-21-02.
This office has no objection to the revised plans submitted to this office on May 27, 2003 provided
that all of the conditions of the 401 Water Quality Certification are met. The 401 WQC was written on
6-17-03. Noelle Lutheran
cc: Regional Office
Central Office Page Number 2
v
v MCKLM&CREED
May 21, 2003 M8?C 00494-0017 (40)
Ms. Noelle Lutheran
NCDENR - Division of Water Quality gsUJ?, ?,??
127 Cardinal Drive Extension ?f
Wilmington, North Carolina 28405-3845
RE: New Hanover County Middle Sound Regio*Wastewater Facilities
DWQ Project # 010093
Dear Ms. Lutheran:
In reference to your meeting with Jim Craig of New Hanover County on May 13, 2003, we have
revised the construction plans to reflect your request for placement of anti-seep collars along
portions of the pipeline that cross delineated wetlands. Please find enclosed one set of the
following revised construction plan sheets:
• P60
• P61
• P62
• P87
• P88
Note that plan sheet P87A has been revised to eliminate all impacts to wetlands or streams and
has not been included.
It is our understanding that by making these revisions that the project now meets all conditions of
WQC #3374. 1 am also providing a copy of this letter and one set of plans to Cyndi Karoly as
requested. If you have any questions or require clarification, please do not hesitate to contact
me. Thank you.
Sincerely,
McKIM & CREED, P.A.
Tony Boahn, P.E.
Project Manager
Enclosures
cc: Cyndi Karoly (complete)
Jim Craig, P.E., New Hanover County (complete)
SA0494\0017\40-PermiA0514031utheran.doc
200 MACKENAN COURT, SUITE 200, CARY, NORTH CAROLINA 27511
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Middle Sound Regional Sewer c/o New Hanover
Project Number 01 0093
Recvd From DCM
Received Date 1/23/01 Recvd By Region
Project Type sewer collection system
Steen huis/Lutheran
Rick Shiver
County New Hanover
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req.- Req.
CAMA SM O _0N I g.-R7 SA ORW 30,624. 1.!11 F-
Mitigation Wetland
MitigationType Type Acres Feet
Stream Impacts (ft.)

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 (W Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office is concerned about avoidance issues w/in the project area. This office feels that a lot of
wetland impacts could be avoided near the salt brick court area. If alternate routes were looked at.
In addition this office is concerned with the rim ing of streams - this is considered an impact to
streams (not a tem op rare im :)act), Directional boring may need to be considered for the creek
crossings. Additional information is needed to justi the crossing of wetlands neart salt brick court
and the stream crossings.
cc: Regional Office
Central Office Page Number 1

O?o?WAT?9pG
co P
r
-I
O <
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
July 19, 2002
CERTIFIED MAIL: 7001 1940 0000 4636 0506
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept. r > r j
Mr. Wyatt Blanchard `
414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Thank you for your letter dated June 10, 2002. Subsequent to consideration/review of your
letter, plans, and Preconstruction Notification Request (401 Certification request), this office wishes
to address both the items noted in your correspondence and several additional concerns.
In the June 10, 2002 letter, James Craig states that he sees no purpose for the installation. of
the anti-seep collars for the Middle Sound sewer project that are required under the general conditions
of GC# 3374. He states that the sewer main nor the stone bedding will divert basins or attempt to
drain isolated wetlands located upland of the project. He also states that it would be hydraulically
impossible for the sewer main's stone bedding to drain or alter any "waters" of the State or wetlands
due to the pipe being installed in saturated soils.
General Water Quality Certification 3374 condition number 16 is a requirement for the
installation of anti-seepage collars. The purpose of anti seepage devices is to stem the wetland
drainage effect that has been observed by DWQ staff, subsequent to the installation of sewer lines.
That is, gravity sewer lines are installed at a slope, on a gravel bed and as such enables sewer line to
behave like a French-drain, thereby removing wetland hydrology. (Please note: it is the expectation
of DWQ staff that anti-seepage device requirements are relatively inexpensive as compared to the
requirement for wetland delineation well outside the utility line right-of-way footprint, and prevents
extensive, long-term hydrologic monitoring of adjacent wetlands.) The conditions set under these
General Certifications have been approved by federal agencies (Corps of Engineers and EPA) as well
as the Environmental Management Commission (EMC) and if you feel that you cannot or do not want
to meet with these conditions, New Hanover County may apply for a variance.
The June 10, 2002, letter also requested a "general exemption" for condition number 16
(anti-seep collar requirement) during the review of all future projects where the site condition as
described in your letter exists for New Hanover County. This office cannot issue "general
exemptions" to 401 Water Quality Certifications Conditions for future projects. Each project is
reviewed on a case-by-case basis and the option of applying for a variance is applicable for each
>Jroi ect.
NCDENR
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
Mr. Wyatt Blanchard
July 19, 2002
The second item addressed by Mr. Craig concerns the requirement of General Certification #
3374 (condition #4) that states that the construction corridor for the utility line shall not be installed
parallel to and closer than 10 feet (3 meters) to a stream and 25 feet in waters classified as high
quality waters (HQW). Utility lines shall not cross a stream channel at other than a near-
perpendicular direction (i.e., stream channel crossings shall not be at an angle of less than 75 degrees
or more than 105 degrees to the stream bank). Streams typically meander and move around thereby
enabling stream infrastructure/maintenance problems to chronically occur, and installations of sewer
lines adjacent to the stream cause difficulties with respect.to turbidity impacts, settleable solids, and
thermal pollution issues to the stream. As such, a 10-foot set back from the stream is the minimum
authorized under the 401 Certification and the respective stream classifications for. AIWW/Howe
Creek are SA-ORW and for Pages Creek is SA. The classification SA is HQW as defined by 15A
NCAC 2B.0101(e)(5). As such, a 25 feet from the stream is the minimum distance allowed for the
utility lines on this project. A copy of the regulation is attached.
In. addition, .15A NCAC 2H .0219 (i) (2) (G) (v), (vi), and (xii) states the following: All
sewers shall.be designed based-upon at the following minimum standards which include; l) minimum
separation from Waters Classified as WS-II, WS-III, B, SA, ORW, HQW or SB (from normal high
water (or tide elevation)] at 50 feet. Any other stream, lake or impoundment must be at least 10 feet.
Furthermore, ferrous sewer pipe with joints equivalent to water main standards, shall be used where
these minimum separations cannot be maintained. (Note: minimum separation shall however, not be
less than 25 feet from a private well or 50 feet from a public water supply well).
Please indicate whether the Middle Sound Sewer Collection System-will be able to comply
with the above mentioned minimum standards. You explained in the June 10, 2002 letter that the
meanders of the stream channels, existing structures, construction depth and easement concerns
require the encroachments of the utility line within 10 feet of a stream and non-perpendicular stream
crossings. It is recommended that you provide specific information that depicts how you have
minimized the stream impacts and avoided the streamside area. You should also provide the amount
of linear stream footage impacts that will occur during the construction phase of the project and
provide suggestions/proposals for stream restoration/mitigation due to the impacts that are beyond
that typically approved through the use of the General Certification
Please respond within three weeks of the date of this letter if you are going to comply with
the conditions of the General Certification # 3374 or if you are planning to apply for a variance.
Please send a copy of this letter to Cyndi Karoly, c/o 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn and your application will be returned. If you have any questions, please feel
free to call me at [phone].
Sincerely,

Rick Shiver
Water Quality Regional Supervisor
Attachment:
cc: Cyndi Karoly -Wetlands Group
Danny Smith - Wetland Group
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
WiRO

OF
ENR-ENVIRONMENTAL MANAGEMENT T15A: 02B.0100
(4) Outstanding Resource Waters (ORW): unique and special waters of exceptional state or
national recreational or ecological significance which require special protection to
maintain existing uses.
(5) High Quality Waters (HQW): waters which are rated as excellent based on biological
and physical/chemical characteristics through Division monitoring or special studies,
native and special native trout waters (and their tributaries) designated by the Wildlife
Resources Commission, primary nursery areas (PNA) designated by the Marine Fisheries
Commission and other functional nursery areas designated by the Marine Fisheries
Commission, all water supply watersheds which are either classified as WS-I or WS-II or
those for which a formal petition for reclassification as WS-I or WS-H has been received
from the appropriate local government and accepted by the Division of Water Quality
and all Class SA waters.
(6) Future Water Supply (FWS): waters that have been requested by a local government and
adopted by the Commission as a future source for drinking, culinary , or food-processing
purposes. Local government(s) requesting this reclassification shall provide to the
Division evidence of intent which may include one or a combination of the following:
capitol improvement plans, a Water Supply Plan as described in G.S. 143-355(1), bond
- - issuance for-the-water-treatment plant or land acquisition records. Local governments
shall provide a 1:24,000 scale USGS topographical map delineating the location of the
intended water supply intake. Requirements for activities administered by the State of
North Carolina, such as the issuance of permits for landfills, NPDES wastewater
discharges, land application of residuals and road construction activities shall be effective
upon reclassification for future water supply use. The requirements shall apply to the
critical area and balance of the watershed or protected area as appropriate. Upon receipt
of the final approval letter from the Division of Environmental Health for construction of
the water treatment plant and water supply intake, the Commission shall initiate rule-
making to modify the Future Water Supply supplemental classification. Local
government implementation is not required until 270 days after the Commission has
modified the Future Water Supply (FWS) supplemental classification through the rule-
making process and notified the affected local government(s) that the appropriate local
government land use requirements applicable for the water supply classifications are to
be adopted, implemented and. submitted to the Commission for approval. Local
governments may also adopt land use ordinances that meet • or exceed the state=s
minimum requirements for water supply watershed protection prior to the end of the 270
day deadline. The requirements for FWS may also be applied to waters formerly used for
drinking water supply use, and currently classified for water supply use, at the request of
local government(s) desiring protection of the watershed for future water supply use.
(7) Unique wetland (UWL): wetlands of exceptional state or national ecological significance
which require special protection to maintain existing uses. These wetlands may include
wetlands that have been documented to the satisfaction of the Commission as habitat
essential for the conservation of state or federally listed threatened or endangered species.
(f) In determining the best usage of waters and assigning classifications of such waters, the Commission
shall consider the criteria specified in General Statute 143-214.1(d) and all existing uses as defined by 15A
NCAC 2B .0202. In determining whether to revise a designated best usage for waters through a revision to
the classifications, the Commission shall ;follow the requirements of 40 CFR 131.10(b),(c),(d) and (g)
which are hereby incorporated by reference including any subsequent amendments and editions. This
material is available for inspection at the Department of Environment, Health, and Natural Resources,
Division of Water Quality, Water Quality Section, 512 North Salisbury Street, Raleigh, North Carolina.
Copies may be obtained from the U.S. Government Printing Office, Superintendent of Documents,
Washington, DC 20402-9325 at a cost of thirteen dollars ($13.00).
(g) When revising the classification of waters, the Division shall collect water quality data within the
watershed for those substances which require more stringent control than required by the existing
classification. However, such sampling may be limited to only those parameters which are of concern. If
the revision to classifications involves the removal of a designated use, the Division shall conduct a use
attainability study as required by the provisions of 40 CFR 131.106) which are hereby incorporated by
reference including any subsequent amendments and editions. This material is available for inspection at
NORTH CAROLINA ADMINISTRATIVE CODE 08/01/00 gage 3
OW AT ?RQG
`? r
'`-mss
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
November 25, 2002
CERTIFIED MAIL: 7002 0860 0003 9550 8816
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept. WXUi" GR6( P
Oi1t1L{iY U EC Wyatt Blanchard -~? C -aN_
230 Market Place Dr., Suite 160
Wilmington, NC 28403
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
The Wilmington Regional Office received revisions to the Middle Sound Sewer Project on
October 15, 2002. The efforts made to meet the conditions of the 401 Water Quality Certification
have been noted, however, the following issues still need to be addressed:
1). The revised plans propose to impact approximately 350 feet of stream (sheet P61).
Although the length of impact to the stream has been reduced from the original plans,
compensatory mitigation at a 1:1 ratio will be required for any impacts that cannot be
avoided. Please provide an explanation for why this section of stream cannot be
avoided and if avoidance is not possible, please propose a mitigation plan. You can
contact the Wetland Restoration Program to inquire if credits are available for this
project.
2). After reviewing the revised plans, it is still not clear if you are meeting the Non-
discharge Minimum Design Requirements. Please note that the 401 Water Quality
Certification will not be valid unless these conditions are met.
Please respond within three weeks of the date of this letter with the additional information
requested. Please send a copy of this letter to Cyndi Karoly, c/o 401 Wetlands Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Her phone number is [phone]. If we do not hear from you
within three weeks, we will assume that you no longer want to pursue this project and we will
consider the project as withdrawn and your application will be returned. If you have any questions,
please feel free to call me at [phone].
Sincerely,
Noelle Lutheran
Environmental Tech V
cc: Cyndi Karoly -Wetlands Group
Danny-Smith - Wetland Group
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
W i R C1 Ar*h
NO ENOR
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
\,NA7-? Michael F. Easley, Governor
\O?0 RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Vj Gregory J. Thorpe, Ph.D.
j Acting Director
Division of Water Quality
August 16, 2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear.Mr. Blanchard:
Thank you for your letters dated June 10, 2002 and August 6, 2002. Staff from the
Wilmington Regional Office and from the 401/ Wetlands Unit of the Division of Water Quality have
reviewed the subject project. Specifically, letters dated June 10, 2002 and August 6, 2002, the Pre-
Construction Notification application, and a review of the Middle Sound Regional Wastewater
Facilities Improvements Plans, dated April 2002 and developed by Mckim and Creed, were reviewed.
In addition, a site visit of portions of the proposed sewer line was also conducted by the Regional
Office and 401/Wetlands Unit staff.
Accordingly, in the letter dated August 6, 2002, you requested a variance request for the 401
Certification. A State issued 401 Water Quality Certification is required for utility line impacts to
waters and wetlands. A General Certification (GC) is available, provided that you can met the
conditions as set forth in GC 3374. If you can not meet the General Certification conditions you
must secure written authorization from the Division of Water Quality. As such, a variance to a 401
Certification is not available. However, site specific conditions, unique to a given project, may be
considered during this review process and be alternatively addressed with specific written conditions.
With respect to condition number 16 of the General Certification, the requirement to install
anti-seepage collars, is a steadfast requirement. The purpose of anti-seepage devices are to stem
wetland drainage effects that may coincide with the installation of gravity sewer lines. However, a
possible alternative to the installation of such a device is to provide a wetland monitoring plan to
insure that wetlands are not remove from jurisdiction. In order for this approach to be approved the
wetland polygons, beyond the footprint of the proposed easement, will need to be determined. Also, a
hydrologic monitoring plan must be developed. This monitoring would need to be conducted prior to
sewer line construction and for 5 years subsequent to project completion.
General Certification condition number 16 aside, this office has serious concerns regarding
the proposal to locate the sewer line within the stream channel. A review of the Middle Sound
Regional Wastewater Facilities Improvements Plan (date April 2002 and developed by McKim and
Creed) indicates that over 300 feet of sewer line is proposed to be installed within 10 feet of the
stream bank (indicated on Plan page 60). Further, approximately 1000 linear feet or more of the
gravity sewer line is proposed to be installed within the footprint of the stream (indicated on map
page 61). The subject stream is an unnamed tributary to Pages Creek, a Class SA High Quality
C?Eh
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Waters. The proposed installation of the sewer line within the stream footprint and to such proximity
to the stream bank, as indicated in Page 60 and 61, is unacceptable. It is requested, as a part of the
401 Water Quality Certification review, that you provide alternatives to these approaches.
Therefore, as currently proposed, this office finds that there is insufficient evidence
present in our files to conclude that your project must be built as planned in waters and/or
wetlands in accordance with 15A NCAC 2H.0506. Your project will continue to remain on
hold as incomplete until we receive this additional information. Also, we are requesting (by
copy of this letter) that the U. S. Army Corps of Engineers place your project on
administrative hold.
Finally, in your August 6, 2002 letter to the Wilmington Regional Office, you requested a
variance to the Minimum Design Standards for sewer lines. An Alternative Design Authorization,
may be issued by the Non-discharge Permitting Branch of the Division of Water Quality pursuant to
15A NCAC 2H 0219. In order for this review of your alternative design request to proceed, please
provide a written request that includes a clear account of the your project constraints, the
current/approved design plans and construction detail specifications for sewer line approved under
Non-discharge permit ??????? and any respective additional that you presently propose for
installation. This information should be mailed to the attention of Kim Colson and Marie Doklovic at
Please respond to this letter in writing within 30 days by sending a copy of the information to
Danny Smith, Raleigh 401/Wetlands Unit. If we do not hear from you within 30 days of receipt of
this notice, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn. If you have any questions, please feel free to call Danny Smith at (919) 733-
9716.
Sincerely,
John Dorney
401/ Wetland Unit Supervisor
cc: Cyndi Karoly -Wetlands Group
Danny Smith -401/Wetlands Unit
Noelle Lutheran - WiRO
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
Kim Colson -Non-discharge Branch
11,
e
,PUG. 8.2002 2:03PM NCDENR WIRO
WTATTE. BLANCHARp, r F,,
CountyEngineer
NEW HANOVER CO
NO.403 - P. 2-- - • -- •-
ENCrI1 ERING DEPARTMENT U Gv 6
414 CHESTNUT STREET
W'LM'NGTDN, NORTH CAROLINA
28401 04S~~``-•-
TELEPHONE [phone]
August 6, 2002
Mr. Rick Shiver
N.C. Dept. Environment & Natural Resources
Water Quality Regional Supervisor
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE! N iddle'Soitnd Sewer p'rt)ject (Appeal)
Project #010093
Dear Rick.
I am in receipt of your July 19, 2002 letter,
IF ED
In response, we will proceed with the portion of the project outside your
jurisdiction while we wait for our timely appeal for a variance from the conditions in
your letter (anti-seepage devices, 25' set back, ferrous pipe).
In addition to the logical conclusions I stated in my June 10, 2002 would like to add the following in considering the expeditious approval oflmy ,
I
variance request,
1) If the sewer main and rock bed will drain the creek and surrounding
area, exactly where will. the ground water go? Also, what particular
projects in coastal North Carolina, installed below sea level, has this
phenomena happened?
2) 1 offer that short term impacts, as outlined in my June 10, 2002 letter,
do not justify long term cost in regards to the unsubstantiated set back.
AUG. 8.2002 2:03PM NCDENR WIRO NO.403 P.3
August 6,-2002
Page Two
3) Ferrous pipe is not "better" than PVC with identical joint standards
when buried at the planned depths. "0" infiltration is permitted, per specifiAlso, by cation. today's yflowawoul standards,
and not out of the gravity sewer 1 e y d be into
ty p p , under normal operation, when
considering the pressure differential between the grourid/surface water
and the gravity sewer pipe.
The linear stream tage and proposals to minimize impact was addressed in
Tony Boahn's Mcl(im & Creed, June 12, 2002 and my aforementioned June 10,
2002 letters. Cost is always an issue when not fully justified, especially when usin
the public's money. g
In closing, I would like you to respond and address zny variance request within
a legitimate time frame to be set up by you within the nw three weeks. When
considering your approval of this variance, please feel free to call me regarding any
clarifications which you may need regarding my positions.
Sincerely,
am Craig, P. E.
Engineering Manager
New Hanover County
CC., Wyatt E. Blanchard, P.E.
Dave 'beaver
Cyndi Karoly
Danny Smith
Angie Pennock
Tony Boa.hn
Ed Brooks
JSC/aj
JUL. 3.2002 3:04PM
WYATTL. GLANCE RA P.L.
Cwnty engineer
June 10, 2002
ENGINEERING DEPARTMENT
414 CBESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401-4045
TELEPHONE [phone]
.?L?J ?f •Vlld V .?0
Joanne Steenhuis
N. C. Dept. of EnN ironment &. Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Middle Sound Sewer Collection System
Project #010093
Dear Ms. Steenhuis:
I am now in wceipt of your January 21, 2002 letter requesting additional
information and the placement of a hold on the referenced project, The plans were
submitted to DEM as part of the CAM.A. permitting process in December 2000 and
Iiscussed in the 6/21/01 meeting with the permitting agents of the U.S. Corps of
Engineers, CAMA and the Division of Water Quality.
Tony Boahn, McKim & Creed, will address all map revisions and comments
on iterns 2 through 7 under a separate cover. T'his letter is to address item #1 and
also reinforce exemption from item #6.
I see no purpose for installation of anti-seep collars along any of the F. r9posed
sewer main for the following reasons:
Neither the severer main nor the stone bedding will divert basins or in
any manner attempt to drain any isolated wetlands located upland.
The severer main in all locations is located at an elevation from 13 above
to 4.5 feet below the lViLW elevation (approximately -1.5' elevation).
Therefore it would be hydraulically impossible for the sewer main's
stone bedding to drain or alter any craters of the State or wetlands -in
NCDENR WIRO M.b4y
NEW HANOVER COUNTY
JUL. 3.2002 3:04PM NCDENR WIRO N0.649 P.3f4
I
Page Two
the area after completion of the installation considering the soil in
which the pipe is installed is totally saturated.
The placement of anti-seep collars may more likely create a hydraulic
jump in any movement of the ground water within the stone bedding or
baclcfi,ll and cause possible multiple "fresh" water artesians seeps into
the manmade tidal and brackish waters of the State. In this case,
promoting what General Certification #3374 intends to alleviate, lessen
or prevent from occurring by the requirement of anti-seep collars.
The intent of the collar is to prevent or lessen subsurface drainage of the water
table. However, when the installation is at an elevation below the water table or
below MLW in fully saturated soil I do not see the collar serving any purpose,
I can understand the use of the anti-seep collar when it may prevent the
subsurface drainage in wet areas adjacent to streams or ditches at higher elevations
within the State or above the water table. I see no purpose, other than the
requirement of condition ## 16, for the installation of anti-seep collars at and below
sea level where no basin or subbasin Nvill be drained or otherwise diverted by sewer
system construction.
This sewer system is designed as to not cross any subbasin in the project area,
thereby; being the most efficient design and least expensive to the taxpayer,
I would expect to be exempted from the requirement of installing any collars
on the project and would further request a general exemption be considered during
the review in all future projects where the site conditions as outlined above exist. I
suggest leeway be allowed in the same manner exemptions are implied to be allowed
to condition #4 or as more stringent measures may be required as needed (condition
#23). I ask reasonable consideration be given to my request or "if not, explain why".
I will surely be confused if the regulations are so rigid that they promote unnecessary
cost and potential damage to the environment solely for the sake of regulations.
Furthermore, Item #6 (Condition 4) cannot or should not be met because of
the following reasons;
The submitted logical engineering design considered many natural and
man-made obstacles in the placement of this sewer main and all
considered, the proposed alignment is the best of all available roues to
serve the project area with sanitary sewer at a minimal cost, depth,
JUL. 3.2002 3:04PM NCDENR WIRO N0.649 P.4/4
Page Three
intrusion, damage, and encroachment to the District, the property
owners, the State, and the environment.
The meandering of the channel, existing structures and easement
concerns require the encroachment of the excavation within 10 feet of
the stream and the non-perpendicular stream crossings.
Any other placement location would deepen the excavation, thus widen
the disturbed area by the topography, thereby, lengthening construction
time and exposing more denuded area to potential erosion and excessive
turbidity. The location, as planned, will allow the contractor to
minimize the disturbance to the area and the environment by
facilitating shallower excavations and quicker installation time.
In closing, Z request exemption from both conditions #4 and # 16 of WQC
#3374. 1 further request a more prompt preview and reply upon receipt of our
complete response to your items. In addition, T petition no hold be placed on the
entire project considering only a small portion is affected by the items of concern
outlined in your letter,
If you have any questions, please don't hesitate to contact me,
Sincerely,
Xames S. Craig, P.E.
Engineering Manager
New Hanover County
CC! Wyatt E. Blanchard, P.E.
Tony Boahn, McKim &- Creed
Cyndi Karoly
rSC/aj
?OF W ATF9Q Michael F. Easley, Governor
William G. Ross Jr., Secretary
\0 G North Carolina Department of Environment and Natural Resources
lt(n r
Gregory J. Thorpe, Ph.D.
> _{ Acting Director
fl `h Division of Water Quality
January 21, 2002
CERTIFIED MAIL: 7001 1940 0007 1402 3856
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
This Office is placing your project on hold until we receive the following additional information:
1) A set of engineering plans and details that show anti-seep collars in wetlands where required
(see condition #16 on the WQC # 3374 that is enclosed)
2) Correct the drawing that shows rip rap in stream at previous crossing (P60 at the end of Dunn
Place Extension)
3) Correct the amount of rip rap on drawing at the new perpendicular crossing on Dunbar Creek
(Same rip rap is shown on plan as previous crossing impact length)
4) Is there a second crossing of Dunbar Creek at the end of Dunn Place Extension? The plan
shows a crossing, but no other details are shown.
5) Length of stream impacts need to be specified for the Division of Water Quality (DWQ) (any
cumulative impacts to a stream over 150 feet will require mitigation by DWQ)
6) Detail that condition # 4 on the WQC # 3374 will be met along the creeks within the project
area and if not explain why;
7) Please send a complete set of plans to this Office when the changes have been made and a
copy to Cyndi Karoly at the 401 Wetlands Unit at 2321 Crabtree Blvd., Raleigh, NC 27604-
2260.
Please respond within three weeks of the date of this letter by sending a copy of the information to myself and to
Cyndi Karoly, Raleigh Wetlands Unit [phone]. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
Sincerely,
Joanne Steenhuis
Environmental Specialist Ill
cc: Cyndi Karoly -Wetlands Group
Anthony Boahn - McKim and Creed Engineers
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

NEW HANOVER COUNTY
ENGINEERING DEPARTMENT
. 414 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401-4045
TELEPHONE [phone]
WYATTE. BLANCHARD, P.E.
County Engineer
August 6, 2002
Mr. Rick Shiver
N.C. Dept. Environment &. Natural Resources
Water Quality Regional Supervisor
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Middle Sound Sewer Project (Appeal)
Project #010093
Dear Rick:
I am in receipt of your July 19, 2002 letter.
AUG 82002
t
CERTIFIED
In response, we will proceed with the portion of the project outside your
jurisdiction while we wait for our timely appeal for a variance from the conditions in
your letter (anti-seepage devices, 25' set back, ferrous pipe).
In addition to the logical conclusions I stated in my June 10, 2002 letter, I
would like to add the following in considering the expeditious approval of my
variance request.
1) If the sewer main and rock bed will drain the creek and surrounding
area, exactly where will the ground water go? Also, what particular
projects in coastal North Carolina, installed below sea level, has this
phenomena happened?
2) I offer that short term impacts, as outlined in my June 10, 2002 letter,
do not justify long term cost in regards to the unsubstantiated set back.

August 6, 2002
Page Two
3) Ferrous pipe is not "better" than PVC with identical joint standards
when buried at the planned depths. Also, by today's material standards,
"0" infiltration is permitted, per specification. Any flow would be into
and not out of the gravity sewer pipe, under normal operation, when
considering the pressure differential between the ground/surface water
and the gravity sewer pipe. ,
The linear stream footage and proposals to minimize impact was addressed in
Tony Boahn's McKim &. Creed, June 12, 2002 and my aforementioned June 10,
2002 letters. Cost is always an issue when not fully justified, especially when using
the public's money.
In closing, I would like you to respond and address my variance request within
a legitimate time frame to be set up by you within the next three weeks. When
considering your approval of this variance, please feel free to call me regarding any
clarifications which you may need regarding my positions.
Sincerely,
ame 7Craig, P.E.
Engineering Manager
New Hanover County
cc: Wyatt E. Blanchard, P.E.
Dave Weaver
Cyndi I<aroly
Danny Smith
Angie Pennock
Tony Boahn
Ed Brooks
JSC/aj
}
fl
A TfiA

Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone [phone]
Fax #: [phone]
Fax To:
Company:
Number of pages incluaing cover sheet:
Notes or special instructions:
?U
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Fax #:
Date:
l Li'
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
JUL. 3.2002 3:04PM NCDENR WIRO - - -' - - - - ---NO.64_9_ P.1/4
TO : SMITH DORNEY ENV SCI -? - - - -
State of North Carolina
Department of En*Onment and Natural
Wilmington Regional Resources
4ffice
Michael F. Easley, C;O,,Mor
Williams G, Ross Jr., Secretary
FAX COVER SHi ET
Date:
To:
CO:
FAX
REMARKS:

No. of Pages:
From
CO:
PAX=
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?QF WArFRQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
\O G North Carolina Department of Environment and Natural Resources
??- Gregory J. Thorpe, Ph.D.
=.1 Acting Director
Q - _} Division of Water Quality
r
July 19, 2002
CERTIFIED MAIL: 7001 1940 0000 4636 0506
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
Thank you for your letter dated June 10, 2002. Subsequent to consideration/review of your
letter, plans, and Preconstruction Notification Request (401 Certification request), this office wishes
to address both the items noted in your correspondence and several additional concerns.
In the June 10, 2002 letter, James Craig states that he sees no purpose for the installation of
the anti-seep collars for the Middle Sound sewer project that are required under the general conditions
of GC# 3374. He states that the sewer main nor the stone bedding will divert basins or attempt to
drain isolated wetlands located upland of the project. He also states that it would be hydraulically
impossible for the sewer main's stone bedding to drain or alter any "waters" of the State or wetlands
due to the pipe being installed in saturated soils.
General Water Quality Certification 3374 condition number 16 is a requirement for the
installation of anti-seepage collars. The purpose of anti-seepage devices is to stem the wetland
drainage effect that has been observed by DWQ staff, subsequent to the installation of sewer lines.
That is, gravity sewer lines are installed at a slope, on a gravel bed and as such enables sewer line to
behave like a French-drain, thereby removing wetland hydrology. (Please note: it is the expectation
of DWQ staff that anti-seepage device requirements are relatively inexpensive as compared to the
requirement for wetland delineation well outside the utility line right-of-way footprint, and prevents
extensive, long-term hydrologic monitoring of adjacent wetlands.) The conditions set under these
General Certifications have been approved by federal agencies (Corps of Engineers and EPA) as well
as the Environmental Management Commission (EMC) and if you feel that you cannot or do not want
to meet with these conditions, New Hanover County may apply for a variance.
The June 10, 2002, letter also requested a "general exemption" for condition number 16
(anti-seep collar requirement) during the review of all future projects where the site condition as
described in your letter exists for New Hanover County. This office cannot issue "general
exemptions" to 401 Water Quality Certifications Conditions for future projects. Each project is
reviewed on a case-by-case basis and the option of applying for a variance is applicable for each
project.
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Page Two
Mr. Wyatt Blanchard
July 19, 2002
The second item addressed by Mr. Craig concerns the requirement of General Certification #
3374 (condition #4) that states that the construction corridor for the utility line shall not be installed
parallel to and closer than 10 feet (3 meters) to a stream and 25 feet in waters classified as high
quality waters (HQW). Utility lines shall not cross a stream channel at other than a near-
perpendicular direction (i.e., stream channel crossings shall not be at an angle of less than 75 degrees
or more than 105 degrees to the stream bank). Streams typically meander and move around thereby
enabling stream infrastructure/maintenance problems to chronically occur, and installations of sewer
lines adjacent to the stream cause difficulties with respect to turbidity impacts, settleable solids, and
thermal pollution issues to the stream. As such, a 10-foot set back from the stream is the minimum
authorized under the 401 Certification and the respective stream classifications for AIWW/Howe
Creek are SA-ORW and for Pages Creek is SA. The classification SA is HQW as defined by 15A
NCAC 2B.0101(e)(5). As such, a 25 feet from the stream is the minimum distance allowed for the
utility lines on this project. A copy of the regulation is attached.
In addition, 15A NCAC 211.0219 (i) (2) (G) (v), (vi), and (xii) states the following: All
sewers shall be designed based upon at the following minimum standards which include; 1) minimum
separation from Waters Classified as WS-II, WS-III, B, SA, ORW, HQW or SB (from normal high
water (or tide elevation)] at 50 feet. Any other stream, lake or impoundment must be at least 10 feet.
Furthermore, ferrous sewer pipe with joints equivalent to water main standards, shall be used where
these minimum separations cannot be maintained. (Note: minimum separation shall however, not be
less than 25 feet from a private well or 50 feet from a public water supply well).
Please indicate whether the Middle Sound Sewer Collection System will be able to comply
with the above mentioned minimum standards. You explained in the June 10, 2002 letter that the
meanders of the stream channels, existing structures, construction depth and easement concerns
require the encroachments of the utility line within 10 feet of a stream and non-perpendicular stream
crossings. It is recommended that you provide specific information that depicts how you have
minimized the stream impacts and avoided the streamside area. You should also provide the amount
of linear stream footage impacts that will occur during the construction phase of the project and
provide suggestions/proposals for stream restoration/mitigation due to the impacts that are beyond
that typically approved through the use of the General Certification
Please respond within three weeks of the date of this letter if you are going to comply with
the conditions of the General Certification # 3374 or if you are planning to apply for a variance.
Please send a copy of this letter to Cyndi Karoly, c/o 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn and your application will be returned. If you have any questions, please feel
free to call me at [phone]. .
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
Attachment:
cc: Cyndi Karoly -Wetlands Group
Danny Smith - Wetland Group
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
WiRO
_A
WYATTE. BLANCHARD, P.E.
County Engineer
ENGINEERING DEPARTMENT
. 414 CHESTNUT STREET
August 6, 2002
Mr. Rick Shiver
NEW HANOVER COUNTY
WILMINGTON NORTH CAROLINA 28401 404,
TELEPHONE [phone]
AUG 8 Q1n y 1
N.C. Dept. Environment &. Natural Resources
Water Quality Regional Supervisor
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
CERTIFIED
RE: Middle Sound Sewer Project (Appeal)
Project #010093
Dear Rick
I am in receipt of your July 19, 2002 letter.
In response, we will proceed with the portion of the project outside your
jurisdiction while we wait for our timely appeal for a variance from the conditions in
your letter (anti-seepage devices, 25' set back, ferrous pipe).
In addition to the logical conclusions I stated in my June 10, 2002 letter,
would like to add the following in considering the expeditious approval of my
variance request.
1) If the sewer main and rock bed will drain the creek and surrounding
area, exactly where will the ground water go? Also, what particular
projects in coastal North Carolina, installed below sea level, has this
phenomena happened?
2) 1 offer that short term impacts, as outlined in my June 10, 2002 letter,
do not justify long term cost in regards to the unsubstantiated set back.
August 6, 2002
Page Two
3) Ferrous pipe is not "better" than PVC with identical joint standards
when buried at the planned depths. Also, by today's material standards,
"0" infiltration is permitted, per specification. Any flow would be into
and not out of the gravity sewer pipe, under normal operation, when
considering the pressure differential between the ground/surface water
and the gravity sewer pipe.
The linear stream footage and proposals to minimize impact was addressed in
Tony Boahn's McICm SL Creed, June 12, 2002 and my aforementioned June 10,
2002 letters. Cost is always an issue when not fully justified, especially when using
the public's money.
In closing, I would like you to respond and address my variance request within
a legitimate time frame to be set up by you within the next three weeks. When
considering your approval of this variance, please feel free to call me regarding any
clarifications which you may need regarding my positions.
Sincerely,
ame 7?Craig, P.E.
Engineering Manager
New Hanover County
cc: Wyatt E. Blanchard, P.E.
Dave Weaver
Cyndi Karoly
Danny Smith
Angie Pennock
Tony Boahn
Ed Brooks
JSC/aj
JUL. 5.2002 3:51PM NCDENR WIRO -NO.665 P.1_..
TO:SMITH DORNEY ENV SCI
State of Nortb Carolina.
Department of EnvironMent and NatjuW "'on Regional 0? Resources
Kchael F' Easley, Governor
William G. Ross rr., Secret?ty
FAX COVER SKEET
Date: _ ...., C)
To:
CO:
FAX #:
REMAl2I{S:
No. Of Pages:
From: "
CO:
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North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
> Acting Director
Division of Water Quality
July 8, 2002
CERTIFIED MAIL: 7001 1940 0000 4636 0490
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
This Office is in receipt of James S. Craig's letter dated June 10, 2002 addressing items # 1 and #6 in a letter from
this office dated January 21, 2002. In addressing item #1, Mr Craig states in this letter that he sees no purpose of the
installation of anti-seep collars (required by the general certification # 3374 for utility lines) for the middle sound sewer
line project. He states that the sewer main nor the stone bedding will divert basins or attempt to drain isolated wetlands
located upland of the project. He also states that it would be hydraulically impossible for the sewer main's stone bedding
to drain or alter any "waters" of the State or wetlands due to the pipe being installed in saturated soils. Mr Craig states
that the anti-seep collars would more likely cause a hydraulic jump in the ground water moving within the stone bedding
and backfill and potentially cause ".`fresh" water artesian seeps into the manmade tidal and brackish waters of the State.
The acknowledgement that the water will be flowing within the stone bedding and backfill contradicts his previous
statement that it would be hydraulically impossible to drain or alter any waters of the State. The purpose of the anti-seep
collars on utility lines to prevent the "potential" impacts to wetlands and in fact most utility lines are placed in saturated
soils when they are placed in wetlands.
The condition #16 in the General Certification #3374 is an approved condition by the State and Federal agencies
and has been a condition of the water quality certification for a number of years. The Corps of Engineers supports this
condition in their 404 permits when they state that the applicant has to comply with the State's certification conditions.
The second item addressed by Mr. Craig's letter is item #6 or condition # 4 in General Certification #3374. This
condition states that the construction corridor for the utility line shall not be installed parallel to and closer than 10 feet to
a stream and that stream crossings of the utility line shall be near-perpendicular in direction. Mr. Craig addresses that this
condition cannot or should not be met due to man-made obstacles within the corridor and the depth of excavation
necessary to keep the sewer line the required ten feet from streams.
Please respond within three weeks of the date of this letter by sending a copy of the information to myself and to
Cyndi Karoly, Raleigh Wetlands Unit [phone]. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
It is of great concern to this Office that the County is not willing to comply with this condition for this project and
all future projects.
Sincerely,
1 f=P111
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
Rick Shiver
Water Quality Regional Supervisor
cc: Cyndi Karoly -Wetlands Group
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager

AUG. 8.2002 2:03PM NCDENR WIRO NO.403- P.1 -
T0:SMITH DORNEY ENV SCI State Of North Carolina
DepartMent of Environment and Natural Reso=es
Wilmgton Regional Office
Michael F. Easley, Governor
Wiam G. Rosa Jr., Secretary
FAX COVER SHEET
Date:
TO.
CO..
FAX
REMARKS
No. Of Wages:
From:
CU:
k'AX#: 9 0? 5?p24???
127 Cardinal Drive Extension, WiimiAlIft- l1-C 28405.3845 Telepbogq (910) 395„3900 pl j [phone]
An Equel QpportunityAtllrmativc Action Employer
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?. ?II ?l '? ?, I v\ VFWA f?( MOBLE 5ANMM DRIVE"
I_ SEINER
a? p PAGES CREEK i/ii%%i, 1 SEE SHE A64
I 1 1 I { ?? LIN /A 4,//,i > al NORTHFIL8DPoV
,
SANITARY SEWER DAVE TBM R.R. SPIKE yj -- _, SHEET 3
SEE SHEET P53 I
ELEV = 14.18 ! '1
1 u 1 i///ir F„
\ \ CENTER WETWELL /r / NOTE \ 1
Lktt?'? 11 v? I STA. 6+2q.g8 M CONTRACTOR SHALL PROVIDE 1 g ?
k 1r Jl IL I 1 i SHORING/BRACING AS IkEQUIRED TO
V ` \ \ MH g035 PROTECT EXISTING TRUGTUR€S y a? ?, 1 SILT I
I \ \ ,I 5TA. 6+06.19 i /
i
1 I ?- €QUALIT (
1;•?j
d CAUDELL PAGES CREEK DRIVE HOUSE TQ BE TYP`
I rtOZ 3 ` TATIO REMOVED BY OT RS 6 `? k 1 ap.
PLW STATION M 03B SANITARY SEWER
COMMUNITY ST'A. 6+43.8 STA. 0+73,11 SEE SHEET P53A
/ MH 906A ` \Q WELL AND DETATS N LINE ANE STA1. 1+96.66. STA. 6+35.27
MH I05G 123'35 52 1
5E9 SHEET 52 I' I?i 1 4 744'3 / r? Q
EXISTING FENClE
' - SEE NOTE 7
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? SANITARY 5EWER '
9? t SEE-,' 1 P51 ?s, .167'43 5? 255 \tJ1\ ?11iCENTE \\l d 1 vie'' 1 \ \\' ,` \' 1 '\ r t y, \ \ " e ` "'fit \ 11 i1 1
1 EXTENSION
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DUNN SEE SHEET P6
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BEGIN OUIF 7 \ LLAR
ALL E I 1 1 11 i (TYP)
5'4 IOu 5 `? \ \' \\', y ` 1 u ,\, `\` \i 1`\\\t\ \ \ I 1 `y PERMANENT UTILITY \ NORTH EII.Lg
" t t i $TA` 1?'1 _ , vt vA v v tv 1r 1
p O\
STA.- I+00.00 - 221' » a 15 (TYP) 1 a EASEMENT - 70 CREEK 5A ITARY SE 1
\1 a.. PL .,r
M g02 CENTERLINE TYP
MH 105A () SEE SHEET P63
1 5 TEMPORARY STA. 3+10.00
t H 903 CONSTRUCTION "
TA. 3+21.01 167'0241 SILT FENCE
! t t` ' EAESEMENT (TYP)DIAN PLACE DRIVE
F
FORGE MAIN a } ANTI-SEEP 50' 25' 0 50'YP) 100' SANITARY SEWER .
V MAN q
LOCATING POINT; y ?k V t ?r COLLAR (Tl P) DI FORCE SEE SHEET P62?
HORIZONTAL r 1" 50'
?ttv?ty vt v (I 5' 2.5' 0 5' /... -10' 4-.
ti ?? I E\ifAl PERMANENT UTILITY
I:w T,J1' EASEMENT - TO CREEK ^W VERTICAL s I"
m v
CENTERLINE (TYP)
v?vt v.'v t y'vp v t v' r' pN 1-0' I ?g?' \ y _ .;tom e Oj t.t
vt?vNvt v` •.:.'??v v. IA b ,? `v „ .:, , h ?? O? ?. 4 `n ` 8 Orl 1'F 00
z 2-
pG wQ a: Q
LuN ? &+rNN ?mY NOTE:
\ Q. ?{IYUf p +'? p p S? mu ALL PVC PIPE SHALL BE PVC SDR-35
?V + . u nl- uzz ?L vQ FOR GRAVITY SEWER AND PVC SDR-21 {$
*?6 n o iaq zza Q?» *v N N FOR FORCE MAIN UNLESS OTHERWISE aQ?
+Ifl q pF IN }?N ANN a p»> 18?2Z Q+rO p?? SHOWN. ZU)er
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w 44 E > Oz °• 000 +s I:»> Lu
YEAR`r>>w-
exoro FLOOD EL. L. ZZ FlNISNED - - - -. p@_ _ - - - -
_ GRADE --- --- -- - ---
_ --- _ r-- -- - --_
10 - - uJSTALL xANN L] TJ C75Td -- ?? :_ 10 10 - =--? _ _ - - - -- -z?= =-
WITH EXISTING GROUND - - -- -
- -
5 5 _ ?-- -- - ----- 4- ??- ? - '_ - - - ._
5 w ST. HfN.
6b LF -6" DA. U COVER
A y T -
D. 1. -FORCE MAIN -
0 - 6s1.. 90 0 0 ... __.:: -
285,I6 LF MJ BEND "
221. F 0.
? LF 91% P 0.86% iDu 325J8 LF @ 0.26% f0 PVG
Lff
10" DI mmm
DI PIPE 123.55 LF 13.34
6 q0' NJ BEN PIPE
-5 E 54EET -P54
FOR CONTINOATION INSTILL CLASS-I RIP-RAP -5 -5 - 10" PVC It). --
- ERP TQP OF:_BANK TO TOE
SLQ_(Tf', EAC}I 51D
r-
?? +SEAARA ON - tREEf3
MH 9038 1+00 2+00 3+00 4+00 5+00 6+00 7+00
S 'A 6 16 23.83 LF
LINE BACK
INSTALL WATERTIGHT SEALED MANHOLE EQUALITY 0 02q% LINE BACK
COVER ON MH 902r M14 q03r MH 105G" SQUALL
H 105A MH C106 M14 qO7 MH 9%. MH 03 STATI 10" DI PIPE STATION
M H r r STA, 1+14.21 MH 903B STA. 0+73.11
LINE AHEAD LINE AHEAD
NOTES.
DMSIaV 11
1. CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION OF ALL
EXISTING UNDERGROUND UTILI{tIES PRIOR TO THE START OF CONSTRUCTION 6.CONTRACTOR SMALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING
CONSTRUCTION TO THE ORI
INAL CONDITION PRIOR
O
ONST
N
N T>--
OUTFACE E te:
.
2
CONTRACTOR SHALL REMOVE AND REPLACFJREINSTALL EXISTING DRIVEWAY T
C
RUCTIO
. CO
TRACTOR
G
SNAIL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.
NOTES AT NO TIME DURING CONSTRUCTION SHALL SPOIL
10" DI GRAVITY SEWER STA
1+00 TO STA
6+29
98 APRIL 2002
.
PIPES AS REQUIRED TO INSTALL GRAVITY SEWER,
7.CONTRACTOR SHALL REMOVE AND REINSTALL EXI5TING FENCE(S) AS REQUIRED FOR OR EXCAVATED MATERIAL BE PLACED OR STORED IN WETLANDS,
CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN UPLAND OR .
.
.
10" DI GRAVITY SEWER STA. 0+73.11 TO STA. 6+35.27 50 uoR
•5' VERT
3.CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES
AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER. CONSTRUCTION. ALL FENCE 5) DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED WITH NEW FENCE(S) OF LIKE MATERIALS BY THE CONTRACTOR. CONTRACTOR
NON-WETLAND AREAS OF THE CONSTRUCTION EASEMENT. 6" DI FORCE MAIN STA. 1+05 TO STA. 5+60t
4.CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING RESTORING AND/OR BALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.

REPAINTING ALL PAVEMENT MARKINGS AND STREET ADDRESSES PAINTED ON S. ALL DUCTILE IRON SMALL BE LINED WITH PRarECTO 401 CERAMIC LINING
EXISTING CURB / GUTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR OR 5EWPER COAT LINING. ) coMM
0

SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. 1 P EW ER fAMMEN
91

5-CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER q• TERMINATION MANHOLES 514ALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO
ENSURE ADEQUATE SEWER SERVICE s 5 12

COUNTY HORIZONTAL CONTROL. POINTS ESTROYED DURING CONSTRUCTION NOTE
THAT THESE EXISTING CONTROL POINTS' ARE NOT SHOWN ON THE
NS
U
N .

10
CONT
T
O
CO
CTIO
TR .
RAC
OR SHALL PR
VIDE SNORING OF TRENCH FOR INSTALLATION OF THE NEW
PLANS. IT SHALL SE THE CONTRACTORS RESPONSIBILITY TO LOCATE VERIFY AND SEWER MAIN.
REPLACE THESE "CONTROL PONT°1. THE CONTRACTOR SHALL FURNISIN ALL t
AND
MATERIALS AS REQUIRED. 11. NOTE THAT CLEARING WILL BE REQUIRED FOR AREAS SHOWN ON THIS SHEET AND

WILL BE LIMITED TO THE EASEMENT DIMENSIONS AS SHOWN. CLEARING LIMITS

REoV 5 ONS Date
HAVE BEEN >N SHOWN ON THIS SWEET TO PROVIDE CLARITY

46 "136i4•flI1Ml"• mmm CMK
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Awe
ra o:
sm oturo ma sx m
cm. mm CAM" 2m
0444-0017
NEW HANOVER COUNTY
NORTH CAROLINA PCO
MIDDLE SOUND REGM&
WASTEWATER FACILITIES WROVBMM
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\\ S EET 63 i ?2?` COMMUNITY II I .- -?..?,, ??.•
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1 +71.23 r ?,:1 L? ND
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-En
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3+35.30 DRAI IN?E30 DAM,
\ ?\ STAil5 $
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1 199'4939" SEMINT (?)l 1 DAMCK ` i 1 p I 11
1
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1 114
( J }?l• 1 _ -- --_
4 30 N=191568.94 ANTI SEEP V (,)
43fiGNOUTFALL E PERMANENT
$ ?$ f
tYP COLLAR A ,.- s
EXTENSION \ E=2367905.66
1 A L-CITYPY
(I I
6A.c. V \ i ROBERT
STA. I \I\I 1 (TYP) " A 1 ??? = `' I ?'
Fxl
93 5850 WATER LINE _ ti + t o ROBERT 81EN DRIVE
N 19170112 SANIT :12Y...cyEN?R
\ SEE SHEET P4? I y-.r' III r' I I 11TARY SEHtER"-
E=236771Q.g9 f q tU,
r' . `t s + tSEE SNEEf P66
7r
NOTE: AT NO TIME DURING CONSTRUCTION SHALL SPOIL
OR EXCAVATED MATERIAL BE PLACED OR STORED IN WETLANDS.
CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN UPLAND OR
NON-WETLAND AREAS OF THE CONSTRUCTION EASEMENT.
04
LID mr7? ?
p0
0 _ 0 3 30
a azzz ? EXISTING ASPHALT Q+mo a? 0 EXI 1NG HzXLT "
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- + aZZ a En { l/L 1 25
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10 LuTRAW W/ NET 10 2
------ 7ABILIZ TIOM . ?_.. ?i E 15 EF Z?Tt
OrODR-21PVC - -
FORCE MAN
15 ROUND _ 15
-
DRY
BORE
0.28% I0" Pt?C AND JACK 11 7492 Lf _
10° jPVC 235.93 LF 40 LF DI IO
0 0 LF - F 0.28_ , S 10
0 UNDER SR
148q
fB1 "
ER4
B
ORE AND JAC - A
LF. 20" STEEL 5v TAT ION ...,: __.. a 5
- I - - ENCASEMENT PIPE 1+00 2+00 3+00
(MIN. 0250" WALL
THICKNESS) W/ 30
-10 LF 12" PVC CARRIER
_ -_ 10 PIPES P81 FOR PLAN VEIN DMSION II
OUTFALL "E"
10" DI GRAVITY SEWER STA. 1+00 TO STA. 5+71.23
1+00 2+00 3+00 4+00 5+00
NorE,
NOTES, 50' 25' 0 50' 100' CONTRACTOR MAY FIELD ADJUST OR DELETE MANHOLES SHOWN ON TMI APRIL 2002
SHEET TO AVOID CONFLICTS WITH STRUCTURE AND TO FACILITATE EAS PROFILE A-1
I. CONTRACTOR TO VERIFY S DEPTH MATERA. AND LOCATION OF ALL 6.CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING OF CONSTRUCTION ALONG DITCH LINE. ALL PIEI.D MODIFICATIONS MUST V•6o' u0R
EXISTING IRU?ROUND UTILI Es PRIOrtTO THE START OF CONSTRUCTION. CONSTRUCTION TO THE ORIGINAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR BE APPROVED BY THE ENGINEER AND OWNER. 8" PVC GRAVITY SEWER STA. 1+00 TO STA. 2+74.92 `'' vERT
2.CONTRACTOR SHALL REMOVE AND REPLACEMEINSTALL EXISTING DRIVEWAY SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. HORIZONTAL , I" = 50' ALL PVC PIPE SHALL BE PVc sDR-Ss FOR GRAvrrr SEWER AND PVc
PIPES AS RFLUIRED TO INSTALL GRAVITY SEWER. 7.CONTRALTOR SHALL REMOVE AND REINSTALL EXISTING FENCE(S) A9 REQUIRED FOR SDR-21 FOR FORCE MAIN UNLE55 OTHERWISE SHO N.
&CONTRACTOR SHALL BE RESPONSIBLE FOR BRALINWSUPPORTII?, POWER POLES CONSTRUCTION. ALL S) DAM44ED AS A RESULT OF CONSTRUCTION SHALL BE , , 1 ,
AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER, REPLACED WITH NEW9) OF LIKE MATERAS BY THE CONTRACTOR CONTRALTCR 5 2.5 O 5 10
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.
4.CONTRACTOR SMALL BE RESPONSIBLE FOR REPLACING, RESTORING AND/OR 6. ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING "ENSFD PER NEW HMOV C"UNW COMMEYR 2/14/03 ADDRESSED CAM /TIC T? PAVEMENT iTERATEO IINNG ?TR?UCTION CONTRACTORR SHHALLL OR SEWPER COAT LINING. VERTICAL : I" = 5' 5/12/03
FURNISH ALL LABOR AND MATERIALS AS REQUIRED 9. TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO
5.CONTRACTOR SMALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER ENSURE ADEQUATE SEWER SERVICE
COUNTY HORIZONTAL "C9NTR' LFONTS' PESTROYED DURING CONSTRUCTION NOTE 10. CONTRACTOR SMALL PROVIDE SHORING OF TRENCH FOR INSTALLATION OF THE NEW INSTALL ALL MANHOLES ON
THAT THESE POSTING 'CONTROL POINTS ARE NOT SHOWN ON THE CONSTRICTION PLANS. SEWER MAIN.
IT sHA11L BE THE ORS RESPONSIBILITY TO COCAT?, VERIFY MUD REPLACE THIS SHEET FLUSH WITH Rn ro. Pn,e
THESE CONTROL POI TTHE CONTRACTOt SHALL FURIJISH ALT. I Ai?OR'w0 THE EXISTING GROUND
MATERIALS AS REQUIRED. R VISIONS

M?T??tREm
496 "=vtt"xCas•aw,c?a" CFIK
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0494-0017
NEW HANOVER COUNTY 5 Nu.
NOHTH CAROLINA P61
N MLE SOUND REGIONAL
WASTEWATER FACLITIES INPROMAE TS
S:\D49A W710KV07WP40.DM
ER
MH IIIA SAYA Al
\ t 57A. 4+g14'J ?w ?k E 4
18 OFF
.5' OFF
i 220'5713"E EXTENSION
-1H IIIB WETLANDS
S SHEET'S ?te ?s
l \? STA. 5+54.q5 O
OUTFALL'e
24'08F2 EOP SSHE
q n" A ' ANT145EEP
o( . Co 1 S A. 3+q3I 1 s
(TYP)
EXISTING 1 b?
/ EXISTING 6" ;R
PROPERTY"kINE
N h?ATER LIN€ MH 113A / i / ??
STA. 2+g7.56
/ •.
'? r s 20 OFF E01?_.
EXISTNCp DITCH RESTORE / 30 P/E13P1ANENT
TO ORIGINAL CON ITT-W r UTILITY
AND ¢'WrALL STRAWWk t 2;r EASEMENT
T
y pip 110 j^ MH 112A NET ASi TEMPORARY/ LINtR
?. / STA. 7+32.21 a STA.
lA3'53'37° /?? 3+qii7 6 EXTENSION
HEET
3.0' OFF?OP
I. OFF EOP/ Bq'5356/ A i /? /'.
/ a .;car;, ?\ l 6
% 8a? E =EXISTING HOUSE v'
S co d SEE SHEET P60
g
TO BE REMOVED
S, BY OTHERS
i10' TEMPORARY
4 CONSTRUCTION ?.
REMOVE AND
? EASEMENT
MH IOq h BEGIN DUNN PLAdE REPLACE 24°
;• ? 5TA 5+7464 ?" 4a / ?,??? ?H 113A PS 56
I+00 QUIRED
i 1 / i '+ 4\ I ! A 4?
/ 3.5I OFF ,LOP ROSbING BY
_PPEK CUT
0 EXIST. 6" PVC.
i
\ \ s/ WATER LINE '
/Z / ' INSTALL ALL MANHOLES ON 50 25 0 50' 100'
/ THIS SHEET FLUSH WITH
)R1N I THE EXISTING GROUND HORIZONTAL 50'
(
w/ /BORE AND JACK ,50 LF 16" DIIj?STEEL / SANI IARY`,SFHF J
D 5 2.5 0 5' 10
ENCASEMENT (MIN. 0.250" WA THICKNESS) SEE SHEET 'P63
DLE BOUND LOOP ROAD W/ 30 LF 8 Pq/C CARRIER PI
.A I RY SEW NOTE: ` f VERTICAL i V 5'
END DUNN PLACE DRIVE ALL'PVC-PIPE SHALL AE PVC SDR-35 F GRAVITY
TEE SHEET PB
ER AND PVC SDR-21 FOR FORCE MAN UNLESS Q m
$TA. 10.28 / ??. ! /' OT WISE SHOW i +I W ? ?
UFi EXISTING WATER SYSTEM AND APPURTENANCES SHALL E TO
Q
w r BE REPAIRED AT CONTRACTOR'S EXPENSE IF o0
LA DAMAGED DURING CONSTRUCTION. CONTRACTOR?MAY o?n a?. Fty
v FIELD ADJUST LOCATION OF MANHOLE AS REQUIRED Q+ o11191 °11 I m=
H n +* TO MINIMIZE CONFLICTS, IF APPROVED BY THE N-mzzo ??
+p q H Q N 4`1 Q ENGINEER.
»> m` gm
cri
aZ _. . _ *??mLlr
7 .. 77
to toEXISTING 6" Q++im) n
WATER LINE s? it z
l
f!(f5[I G ASPH LT __> 61 a _d
' _ ._I IiDDL SOUND -- - - -- EXISTING 6Q
20
20
GROUND
- 10-
10
1Sf:.6 1j `G YIJD_....__ n i -__ t p N fl -
ZZ
ATER LIE >u
_. : 26 LF
Z
5
- -
ISTING ASPHALT ?
DUNN CE : EXISTI ASPA NI _ DUNN PLACE _ ,.
170 LF N4 44X," C 142. 3 LF 0. -- - --- - - -
4OX$° `'w DUNK! P GE --
10
r .hJINT-tBEfl -F#NIRE. _ -
AND : ACK7-30- LF-36'.'. T3 ;: STEE - - 63. $ ; _ _ - -- T_
_-
_.
LL THICK LF u
WT LF 8 PVG TER PPE -- 89 .. Lp _ . -5 _ R gt1NDER fltTG11 __ .1 ; _ -5
-DJ
0
p-- _ --- - - - , _ - -- - -
- -- -?--
1 - - ? -- - S?PARATI
Dt?tVIPtACE
-
-r?--
TES.
CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION OF ALL 6. CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING DMMON II DMSION II
EXISTING UNDERGROUND UTILIITIES PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION TO THE ORIGINAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR ---
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.
CONTRACTOR SHALL REMOVE AND REPLACE/REINSTALL EXISTING DRIVEWAY SR 1992 DUNN PLACE DRIVE DUNN PLACE EXTENSION APRIL 2002
'IPES AS REQUIRED TO INSTALL GRAVITY SEWER. 7. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCE(S) AS REQUIRED FOR e,
S
CONSTRUCTION. ALL FENCES DAMAMGED AS A RESULT OF CONTRUCTION SHALL BE 8" PVC GRAVITY SEWER STA. 2+97.58 TO STA. 10+45.28. PVC GRAVITY SEWER STA. 1+00 TO STA. 3+93.13 P-W VERT
CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES REPLACED WITH NEW FENCE(S) OF LIKE MATERIALS BY THE CONTRACTOR. 0.50' "OR
AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER. CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.
cnK
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING RESTORING AND/OR
REPAINTING ALL PAVEMENT MARKINGS AND STREET A6DRE55E5 PAINTED ON 8. ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING
pWAM-PLARM-U?pft
EXISTING CURB t GUTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR OR SEWPER COAT LINING. ° ANB
2 XmTy .01111 /15/0, Vlff """vN vice ou"rr 3/19/03 ? WIM M. SM 117
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED q, TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO
0494-0017
ENSURE ADEQUATE SEWER SERVICE,
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF T14E NEW HANOVER A
:OUNTY HORIZONTAL "CMTROL POINTS" PESTROYED DURING CONSTRUCTION NOTE 10. CONTRACTOR SHALL PROVIDE SHORING OF TRENCH FOR INSTALLATION OF THE NEW HANOVEFi COUNTY snot N°'
rMAT THESE EX15TING CONTROL POINTS ARE NOT SHOWN ON T14E CONSTRUCTION PLANS. IT 514AII,,IL BE THE CONT.R?CTORS RESPONSIBILITY TO LOCATE, VERIFY AND REPLACE NEW SEWER MAIN. NORTH CAROLINA P6
Z
ALL AND
rHESE CONTROL POIN S. THE CONTRACTOR SHALL FURN15H Rev NO. MIDDLE SOUND REGIONAL
?? oArz WASTEWATER FACILITIES IMPROVEMENTS
MATERIALS AS REQUIRED. => ISIONS
s,wr+noa nowFVenmAOa ow4
r?
It
I
?CLEARIN x
/
LIMITS % i
EXIStINC,t'PROP'ERTY I (TYP I
I LINE ??Yk?)
-? ANTI-SEEP ` ) -? //
?f ? COLLAR (TYPO -"?n N
ANTI-SEEP MH 255 303.84 LF 8 1 M 8I3B ?'/ / %/// ,?
COLLAR (TYP STA. 4+3.84 --?? - STA, 7+07.68
180'00'00, L-- WETLAND
/
10 TEMPORARY
CONSTRUCTION
AIE ?TIL f ?:'/ ?{ / r.., EASEMENT (TYP)
)PERMANENT UTILITY ? /
i /
5 toy //j / ?'?
=1 1) >f?T% / ?I?fi?
FaEE?
'CLEARING
LfM ?/
ITS (TYP)/?
IT
KCOURT/
`SANITARY SEWER MW 902
1 SEE SHEET P91 STA. 15+56.19 RING N
la' ? / f/ MITS I
n
PROPERTY rn
LINE (TYP)
MH 8158 v? v - -- A
tt ??
(OUTFACE F) NOTEt AT NO TIME DURING CONSTRUCTION SHALL "SPOIL
\ -
OR EXCAVATED MATERIAL BE PLACED OR STORED WETLANDS, At a CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN DPLAND OR ANTI-SEEP
NON-WETLAND AREAS OF THE CONSTRUCTION EASEMEN COLLAR (TYP)
a rtj?r O '
MH 903
STA. 17+29.31
121'38'440
MCC
(n to
t0 pZ
p Nrm CN
u
11pp w 0 _±? i eH g m+? LIt21
+r ?? 20 ZZ?_ LXIS... +?gII
d?Z?LI?
iltt M-.0 L K?
_»>N a ??
01 0 0 GROUND »
L KZZZZ H N? i0 EXISTING ASPHALT tg _= I - - - L [???
STONEYBROOK DRIVE ?i? EL 00 EA F O01T" -
p B ZA ELEVATION-L 1100 f _
20 EXI TING 6"
WATER LINE Ip
ZZ
? r ?vr
10
- j rn
ELEVAON 11 0 ma-- EXISTING GROUND IT
100 TEARL
I 900
61 0,25% 10° FiVC 173.I7,LF 336.27 LF 0.31% P?C C- -tT
303.84 LF ®0f40% @" DI 0 (?
0% 303.84LFr @ 0.4f 8 QI.. i0u PVC C-900 OC
......0 y -? ->
I 0LqFAlj- 'Or OUTFALL ' 1.7
_ - - -}---r--, ._... _ - 7 j - -
L i
111
Ev 4--
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 201
1+00 2+00 3+00 4+00 5+00 6+00 7+00
DNSION II
NOTES - NOTE)
ALL PVC PIPE SHALL BE PVC
I. CONTRACTOR TO VERIFY SIZE, DEPTH MATERIAL AND LOCATION OF ALL At
EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 7•CONTRACTOR SHA" REMOVE AND REINSTALL EXISTING FE CF(S) AS REQUIRED FOR SDR-35 FOR GRAVITY SEWER OUTFACE G1 OUTFACE G
CONSTRUCTION, ALL S DAMAGED AS A RESULT OF CONSTRUCTION 9FIALI BE AND PVC SDR-21 FOR FORCE
r
REPLACED 2 PIPES TRRE REQUIRED TALL AND REInAcEAMNST EXISTING GRAVITY R ALL ?ry Y SHALL WSH ANLLLL B R AND MMALTIEERRIALLS AS I MIRED E TA MAIN UNLESS OTHERWISE 8" PVC GRAVITY SEWER STA. 1+00 TO STA. 7+07.68 8" & 10" PVC GRAVITY SEWER STA. 11+36.07 TO STA. 20+00
ao+
3. CONTRACTOR SHALL. BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES S, ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING SHOWN.
t ?
? I
'^' BE=OUIFALL t11 I'
MH` 255A
STA. f+00 ! i
„I?fi 3
SALT BPogC COURT
SANITARY SEWER
SEE SHEET P92 ?r J
FOR CONTINUATION
°j BALI
AS REQUIRED TO FACILITATE CONS7RUC I bN OF THE GRAVITY SEWER. SEWPER COAT LINT
4.CONTRAL?OR SHALL BE RESPONSIBLE FOR REPLACING RESTORING AND/OR
REPAI NG ALL PAVEMENT MARKINGS AND STREET AbDRESSE5 PAINTED ON EXISTING 9, TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO
ENSURE ADEQUATE SEWER SERVICE 1 25' 0
? 1
?
CURB GUTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR SMALL
FURNISH ALL LABOR AND MATERIALS AS REQUIRED . .
10. CONTRACTOR SMALL PROVIDE SHORING OF TRENCH FOR INSTALLATION
5-CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER OF THE NEN SEWER MAIN. HORIZONTAL IN . 50'
COUNTY NORIZON
TAL
'CQ POIHTS
DURAIG
CON
' M
ZO
YED
STRU
CTION NOTE
A
N
EXISTIN
THAT THESE PLANS,
POINTS ARE N
SHOWN OT
ON T
HE
CONSTRUCTX7N
G
POIN?TTS
I' HESE BE T i
.CTT14EE C FOR SHALL FUULOCATE RNISH'ALLA?ORkAND REPLACE - 5' 2
5' 0 5' 10'
.
.
MATERIALS AS REQUIRED.. .
6, CONTRACTOR SHALT. REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING REV NO. DE54'9RnoN DATE
CONSTRUCTION TO THE ORIGRUL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR VFRTIfA1 . it' . FI RFVICI()NC
ewtumtusne R'I
uar, MmMmN a
NEW HANOVER COUNTY
NORTH CAROLINA
MIDDLE SOUND REdONAL
WASTEWATER FAGS IMPROVEMENTS
a
r-
I
•
+r
MATCHLINE STA. 17+00
MH 815.. " EE SHEET PSq
STA. 5+03.5q r . f r
I
__ ?. T ..
EXISTING PROPERTY r ro
4
.... TEMPORARY
CONSTRUCTION
\
i EASEMENT \j 7
WETLANDS /
? k !( i' 4??t E f P8 ?: ?? ?? / i H 513
{{ ?O' R?RMANENi' llTILITY- ? v - _ ? i
- ! (t !7 8 >>9? / / STA. 13+75
If I ` EASEMENT / o 0 / 1 10 OFF PROPERTY
SS F A. F S j ^p e G/ ) LINE (TYP)
GQLLAR // ro/
?11
+30,66
J 1 rll ANTI-SEEP ( ) i OUIFALL P i CLEARING
LAR . % STA& 17
If /1 r ; !Ir j (7Yw) \ `- 10, TYP 5 (TYP) 52 LIMIT
75
.~
I LP o `?/!1 7 COLLAR EP (TYP
r ? 8 1
j I - - S3 `` \`• (TYP) / MH 8138
MH 8158 Z STA. I I+88.04
,ETA. 7+51.37
I
0
CLEARING LIMITS MM q01? ALL PVC PIP?i SHALL BE PVC 5DR-35
j i 30' PERMANENT UTILITY _ (TYP) STA 11+04.12
J ! II I j EASEMENT ?? IF 5' TEMPORARY 1 f . ` FOR GRAVITY SEWER AND PVC 5DR-21
! i CONSTRUCTION 1 f FOR ORCE FAIN UNLE55 O7HERWI5E
?I1 +? EASEMENT (TYP) r
! I f! ? EXISTING PROPERTY 1
?I ? LINE (TYP) 1 NOTE:
i i 11 ,4 AT NO TIME DURING 57RUCTION SHALL SPOIL OR
EXCAVATED MATERIAL E PLACED OR STORED IN WETLANDS
CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN UPLAND
Ir ! t 11 " OR NON-WETLAND AREAS OF THE CONSTRUCTION EASEMENT.
r
k-CM "ALL -P
? ; ? y?r 1 MH BI6A
/I STA. I+00
_,.. 1
( i
r ( SEE SHEET P87A 1
NOTES,
1. CONTRACTOR TO VERIFY SIZE, DEPTH MATERIAL AND LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION.
2. CONTRACTOR SHALL REMOVE AND REPLACE/REINSTALL EXISTING DRIVEWAY
PIPES AS REQUIRED TO INSTALL GRAVITY SEWER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES
AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING RESTORING AND/OR
REPAINTING ALL PAVEMENT MARKINGS AND STREET Z6RE55E5 PAINTED ON
EXISTING CURB 4 GUTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED
5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW 14ANOVER
COUNTY HORIZONTAL "CONTROL POINTS" PE5TROYED DURING CONSTRUCTION NOTE
THAT THESE EXISTING 'CONTROL POINTS ARE NOT SHOWN ON THE CONSTRUCTION PLANS,
IT 514ALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, VERIFY AND REPLACE
THESE "CONTROL POINTS". THE.CONTRACTOR SHALL FURNISH ALL LAE(OR AND
MATERIALS AS REQUIRED.
50' 25' 0 50' 100'
6. CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING HORIZONTAL : I° 0 50'
CONSTRUCTION TO THE ORIGINAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. 5' 2.5' 0 5' 10'
7. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCE(S) AS REQUIRED FOR
CONSTRUCTION. ALL FENCE(S) DAMAMGED AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED WITH NEW FENCE(SOF LIKE MATERIALS BY THE CONTRACTOR. CONTRACTOR VERTICAL : I" • 5'
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.
S. ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING
OR SEWPER COAT LINING.
q. TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO
ENSURE ADEQUATE SEWER SERVICE.
10. CONTRACTOR SHALL PROVIDE SHORING OF TRENCH FOR INSTALLATION OF THE NEW
SEWER MAIN. DATE
REVISIONS
DMSION II
OUTFALL F
8" PVC GRAVITY SEWER STA. 1+00 TO STA. 15+00
1V?T?V1?rCREE
CAR D
V wm?.xArAMW 1117
CAR W.W M0. 1111
rixr, ? wcw mn
NEW HANOVER COUNTY
NORTH CAROLWA
MIDDLE SOUND REGIONAL
WASTEWATER FACLREs IMPROV®AENTS
??awnoar
V \ ?/W
Z3 Q t03CD -
_q?
n-o 3-5-- 77

C,
A. e-
s. II??

?O?v ' QG
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 20, 2001
DWQ Project # 010093
New Hanover County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
New Hanover County
Middle Sound Regional Sewer
Attention Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 1.01 acres of wetlands located at Middle Sound in New Hanover County for sewer collection
system construction. Based on this review, we have identified significant uses, which would be
removed or degraded by this project as you described in your application received on January 23,
2001. Insufficient evidence is present in our files to conclude that your project must be built as
planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless
modifications of the proposal are made as described below, we will have to move toward denial of
your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as
incomplete until we receive this additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Also please specifically address alternative routes for the utility line
located near Slat Brick Court. Further your plans currently indicate that class 1 riprap will be
placed on the entire disturbed area where the utility line crosses a stream. The placement of riprap
on the stream bed is considered fill. Please clearly provide information which details the avoidance
at this impact on private alternatives for consideration. Any documentation such as maps and
narrative that you can supply to address alternative designs for your project may be helpful in our
review of your 401 Certification.
Please respond within three weeks of the date of this letter by sending a copy of this
information to me and one copy to Ms. Joanne Steenhuis, Wilmington Regional Office at (910)
395-3900. If we do not hear from you in three weeks, we will assume that you no longer want to
pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-
9646 if you have any questions.
cc:
Wilmington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
File Copy
V""'
A. NT
.'
NCDEP;R
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
?OF W ATF?Q
Michael F. Easley
,O G Governor
ice- Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
p Kerr T. Stevens
Division of Water Quality
cc:
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
New Hanover County
Middle Sound Regional Sewer
Attention Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
March 20, 2001
DWQ Project # 010093
New Hanover County
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 1.01 acres of wetlands located at Middle'Sound in New Hanover County for sewer collection
system construction. Based on this review, we have identified significant uses, which would be
removed or degraded by this project as you described in your application received on January 23,
2001. Insufficient evidence is present in our files to conclude that your project must be built as
planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless
modifications of the proposal are made as described below, we will have to move toward denial of
your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as
incomplete until we receive this additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Also please specifically address alternative routes for the utility line
located near Slat Brick Court. Further your plans currently indicate that class 1 riprap will be
placed on the entire disturbed area where the utility line crosses a stream. The placement of riprap
on the stream bed is considered fill. Please clearly provide information which details the avoidance
at this impact on private alternatives for consideration. Any documentation such as maps and
narrative that you can supply to address alternative designs for your project may be helpful in our
review of your 401 Certification.
Please respond within three weeks of the date of this letter by sending a copy of this
information to me and one copy to Ms. Joanne Steenhuis, Wilmington Regional Office at (910)
395-3900. If we do not hear from you in three weeks, we will assume that you no longer want to
pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-
9646 if you have any questions.
Wilmington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
File Copy

VQV7
NCDEi a
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
2H .0506. Your project will continue to remain on, hold as incomplete until we receive this additional
information. Also, we are requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your
_-__. _._.-1-1
Michael F. Easley, Governor
O? WATF9 William G. Ross Jr., Secretary
\Or pG North Carolina Department of Environment and, Natural Resources
Vj 7 Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
August 21, 2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
Thank you for your letters dated June 10, 2002 and August 6, 2002. Staff from the Wilmington
Regional Office and from the Wetlands/401 Unit of the Division of Water Quality have reviewed the subject
project. Specifically, letters dated June 10, 2002 and August 6, 2002, the Pre-Construction Notification
application, and a review of the Middle Sound Regional Wastewater Facilities Improvements Plans, dated April
2002 and developed by Mckim and Creed, were reviewed. In addition, a site visit of portions of the proposed
sewer line was also conducted by the Regional Office and Wetlands/401 Unit staff.
Accordingly, in the letter dated August 6, 2002, you requested a variance request for the 401
Certification. A State issued 401 Water Quality Certification is required for utility line impacts to waters and
wetlands. A General Certification (GC) is available which does not require written approval, provided that you
can met the conditions as set forth in GC 3374. If you can not meet the General Certification conditions you
must secure written authorization from the Division of Water Quality. As such, your request for a variance to a
401 Certification is not relevant. However, site specific conditions, unique to a given project, may be
considered during this review process and be alternatively addressed with specific written conditions.
With respect to condition number 16 of the General Certification, the requirement to install anti-
seepage collars, is a typical requirement. The purpose of anti-seepage devices are to prevent wetland drainage
effects that coincide with the installation of gravity sewer lines. However, a possible alternative to the
installation of such a device is to provide a wetland monitoring plan to insure that wetlands are not remove from
jurisdiction. In order for this approach to be approved the wetland boundary, beyond the footprint of the
proposed easement, will need to be determined. Also, a hydrologic monitoring plan must be developed. This
monitoring would need to be conducted prior to sewer line construction and for 5 years subsequent to project
completion.
General Certification condition number 16 aside, this office has serious concerns regarding the
proposal to locate the sewer line within the stream channel. A review of the Middle Sound Regional
Wastewater Facilities Improvements Plan (date April 2002 and developed by McKim and Creed) indicates that
over 300 feet of sewer line is proposed to be installed within 10 feet of the stream bank (indicated on Plan page
60). Further, approximately 1000 linear feet or more of the gravity sewer line is proposed to be installed within
the footprint of the stream (indicated on map page 61). The subject stream is an unnamed tributary that drains
to Pages Creek, a Class SA High Quality Waters. However, it was determined that the subject unnamed
tributary is a Class C waters. The proposed installation of the sewer line within the stream footprint and to such
proximity to the stream bank, as indicated in Page 60 and 61, is unacceptable. It is requested, as a part of the
401 Water Quality Certification review, that you provide alternatives to these approaches.
Therefore, as currently proposed, this office finds that there is insufficient evidence present in our files
to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCA
Exl27 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

F VgATF Michael F. Easley, Governor
`0?0 RQG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> l Acting Director
•? Division of Water Quality
August 21, 2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
Thank you for your letters dated June 10, 2002 and August 6, 2002. Staff from the Wilmington
Regional Office and from the Wetlands/401 Unit of the Division of Water Quality have reviewed the subject
project. Specifically, letters dated June 10, 2002 and August 6, 2002, the Pre-Construction Notification
application, and a review of the Middle Sound Regional Wastewater Facilities Improvements Plans, dated April
2002 and developed by Mckim and Creed, were reviewed. In addition, a site visit of portions of the proposed
sewer line was also conducted by the Regional Office and Wetlands/401 Unit staff.
Accordingly, in the letter dated August 6, 2002, you requested a variance request for the 401
Certification. A State issued 401 Water Quality Certification is required for utility line impacts to waters and
wetlands. A General Certification (GC) is available which does not require written approval, provided that you
can met the conditions as set forth in GC 3374. If you can not meet the General Certification conditions you
must secure written authorization from the Division of Water Quality. As such, your request for a variance to a
401 Certification is not relevant. However, site specific conditions, unique to a given project, may be
considered during this review process and be alternatively addressed with specific written conditions.
With respect to condition number 16 of the General Certification, the requirement to install anti-
seepage collars, is a typical requirement. The purpose of anti-seepage devices are to prevent wetland drainage
effects that coincide with the installation of gravity sewer lines. However, a possible alternative to the
installation of such a device is to provide a wetland monitoring plan to insure that wetlands are not remove from
jurisdiction. In order for this approach to be approved the wetland boundary, beyond the footprint of the
proposed easement, will need to be determined. Also, a hydrologic monitoring plan must be developed. This
monitoring would need to be conducted prior to sewer line construction and for 5 years subsequent to project
completion.
General Certification condition number 16 aside, this office has serious concerns regarding the
proposal to locate the sewer line within the stream channel. A review of the Middle Sound Regional
Wastewater Facilities Improvements Plan (date April 2002 and developed by McKim and Creed) indicates that
over 300 feet of sewer line is proposed to be installed within 10 feet of the stream bank (indicated on Plan page
60). Further, approximately 1000 linear feet or more of the gravity sewer line is proposed to be installed within
the footprint of the stream (indicated on map page 61). The subject stream is an unnamed tributary that drains
to Pages Creek, a Class SA High Quality Waters. However, it was determined that the subject unnamed
tributary is a Class C waters. The proposed installation of the sewer line within the stream footprint and to such
proximity to the stream bank, as indicated in Page 60 and 61, is unacceptable. It is requested, as a part of the
401 Water Quality Certification review, that you provide alternatives to these approaches.
Therefore, as currently proposed, this office finds that there is insufficient evidence present in our files
to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCA
N
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
2H .0506. Your project will continue to remain on hold as incomplete until we receive this additional
information. Also, we are requesting (by copy of this letter) that the U. S. Army Corps of Engineers place your
project on administrative hold.
Finally, in your August 6, 2002 letter to the Wilmington Regional Office, you requested a variance to
the Minimum Design Standards for sewer lines. An Alternative Design Authorization, may be issued by the
Non-discharge Permitting Branch of the Division of Water Quality pursuant to 15A NCAC 2H 0219. In order
for this review of your alternative design request to proceed and as part of the additional information
request for the 401 Certification, please provide a written response to this office and a written request to the
Non-Discharge Permitting Unit of Division of Water Quality. This response/ alternative design request should
include; 1) a clear account of the your project constraints, 2) the current/approved design plans and construction
detail specifications authorized under the Division's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, for the sewer line approved under the Non-discharge permit WQ 0018725, and 3) any respective
additional changes that you presently propose for installation. This information should be mailed to both the
letterhead and to the attention of Kim Colson and Marie Doklovic at the Division of Water Quality, Non
Discharge Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
Please respond to this letter in writing within 30 days by sending a copy of the information to Danny
Smith, Raleigh 401/Wetlands Unit. If we do not hear from you within 30 days of receipt of this notice, we will
assume that you no longer want to pursue this project and we will consider the project as withdrawn. If you
have any questions, please feel free to call Danny Smith at [phone].
cc:
Cyndi Karoly -Wetlands Group
Danny Smith -401/Wedands Unit ?J
Noelle Lutheran - WiRO
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
Kim Colson Non-discharge Branch
OF
DIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 0 1 U09.3
1. APPLICANT'S NAME:-New Hanover County/Middle Sound Regional Sewer
2. LOCATION OF PROJECT SITE: Ogden area of Middle Sound, between US Hwy
17 & AIWW, and between Pages Creek and Howe Creek, in New Hanover County.
Photo Index -1995: 22-258,259,260 1989: 4 175-18,19,20
State Plane Coordinates - X: 2366137 Y: 189171 GPS: 0-010818A .
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of site visit - 12/18/00 1/8/01
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received - 12/18/00
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover County
Land Classification From LUP - Conservation / Resource Protection
(B) AEC(s) Involved: CW, Coastal Shoreline
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Middle Sound Community is primarily
individual septic tank systems w/ subsurface disposal.
Planned Expansion of New Hanover County Sewer System
(F) Type of Structures: Existing - Predominantly, single-family residences
Planned - Pump stations (6), gravity and force main pipe collection system
(G) Estimated Annual Rate of Erosion: N/A Source N/A
.7. HABITAT DESCRIPTION: [AREA]
TDR'PD TRT) Pa T p n n1ruu1D
(A) Vegetated Wetlands .444,000 -sgft.
(mixed coastal and 404)
(B) Non Vegetated Wetlands 720 sqft.
(Tidal creek crossings)
(C) Other - Highground disturbance 117 acres
(D) Total Area Disturbed: Approximately 118 acres
(E) Primary Nursery Area: Yes- Howe & Pages Creeks
(F Water' Classification: AIWW/Howe Creek -.SA-ORW; Pages Creek-.SA
Open: AIWW.&lowerPages Creek
8. PROJECT -SUMIMARY: The applicant proposes the construction _a sewer collection
system, consisting of 118,000 linear feet of gravity sewer main, 21,000 linear feet of
sewer force -main, and .six (6) sewer pumping stations.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Af mnative Action Employer 50% recycled/10%" post-consumer paper
r
Hanover County/Middle Sound
Page Two
9. PROJECT DESCRIPTION
The Middle Sound Regional Wastewater Facilities (MSRWF) project would be located and
would serve the community of Ogden. The Ogden area is located approximately four miles
northeast of the City of Wilmington, bounded on the west by US Highway 17,- and on the east
by the Atlantic Intracoastal Waterway (AIWW), between Pages Creek (north) and Howe Creek
(south), in New Hanover County. Middle Sound Loop Road (NCSR1403) is the primary road
in the Ogden area. All other roads and streets connect to the loop road for ingress and egress
from US Hwy 17 (Market St.). The existing land use in the area is predominately single-
family residential, with 80 percent of the existing residences located in established
subdivisions. Middle Sound was included as part of Phase III in New Hanover County's
County-wide Sewer Plan, as reviewed in conjunction with the original 401 Facilitie Plan
(modified 1989).
Included -within the proposed project corridor are several areas of "404" type wetlands, mixed
"404" type/coastal wetlands, and three (3) crossings of tidal tributaries, two (2) off Pages
Creek and one-(1) off the AIWW. The wetlands within the project area have been delineated
and approved by the US Army Corps of Engineers. The two largest tidal areas are near
Buckeye Road on the northern side of Middle Sound Loop Road and the Stoneybrook pump
station site on the -east side. There are existing culverts under Middle Sound Loop Road at both
locations, which convey flows to .and from Pages Creek and the AIWW, respectively. Coastal
wetland vegetation includes: Black Needle Rush (Juncus roemerianus), Salt Reed Grass
(SparVna zynosuroides), Salt Meadow Grass (SpaiWna patens), Salt Grass (Disdchhs spicata),
and Smooth Cordgrass (Spardna alterrtiflora). Above tidal influence, the vegetation transitions
to wooded swamp (404 type wetlands), including Black Gum (Nyssa sylvadca), Pond Pine
(Pinus.serotina), :and Red Maple (Acer rubrum), with Common Cat tail (7ypha latifolia),
Narrow leaved Cat-tail (Typha angustifolia), Bull Rush (Scirpus, :spp.), and other freshwater
wetland species. Similarly, drainage from the wetland area between Dunbar Road and North
Hills Drive is conveyed -to the tidal marsh adjacent to Pages Creek through an existing culvert
under Dunbar Road. This drainage feature's straight alignment indicates -that., historically, it
was excavated -or -channelized, possibly during the . original development of the surrounding
subdivisions. .Although, there is some irregular tidal influence through the culvert in the lower
reaches of the:ditch (eastend), the majority of the adjacent wetland vegetation:are freshwater
species. Collectively, these three drainage features constitute the main .hydrologic corridors for
stormwater run-off within the project area.
.
The Wilmington-New Hanover Land Use Plan classifies the wetland areas of the project site as
Conservation and those areas :above the 100 year flood elevation as, Resource Protection. The
Division of Water Quality classifies the waters of the :AIW W and Howe Creek, as SA-ORW
(Outstanding-Resource Waters) and the waters of Pages Creek :as SA. Howe Creek and Pages
Creek are designated a Primary Nursery Areas, by the Division of Marine Fisheries. Howe
Creek and the upper area of Pages Creek are CLOSED to the taking of shellfish. The
-remainder of :Pages Creek and the .AIW W, except for the areas :adjacent to.existing marinas,
are OPEN to the taking of shellfish. Based on availible archaeological information, -there are
127 Cardinal Dr. Ezt, Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An "Equal Opportunity Affirmative Action Employer 50%o recycled/10% post-consumer paper
New Hanover County/Middle Sound
Page Three
approximately 29 sites in the Ogden/Middle Sound Loop Road vicinity.
The County proposes to install a gravity sewer and force main collection system to serve the
Middle Sound residential community, which currently uses individual septic tank systems with
subsurface disposal of wastewater. The project will consist of the construction of
approximately 118,000 linear feet of gravity sewer line, 21,000 linear feet of pressure force
main, and six (6) pumping stations. The majority of the sewer and force main-pipe system
would be installed in highground, under existing pavement or adjacent road shoulders, within
the right-of-ways of existing State roads and/or streets. Of the projects 139,000 linear feet of
pipe, only 1,100 linear feet would be installed in delineated wetlands. In areas outside of road
right-of-ways, clearing and construction would be limited to a 40-foot wide corridor, centered
on the pipe installation. Typical trench dimensions would,be 6 feet in width and 6-8 feet in
depth. The applicant proposes to use mechanical excavating equipment to trench, place
bedding stone, bed pipe, and backfill to original grade. All excavated material would be
temporarily contained by adequate sedimentation and erosion control measures. A
Sedimentation and Erosion Control Plan (NH-01009) for the project has been approved by the
NC Division of Land Quality. In wetland areas, the applicant states that all excavated material
would be placed on adjacent upland areas to avoid double handling or stockpiling in wetlands.
The project includes approximately 3 acres of high ground area, divided into in six (6) parcels,
on which, the proposed pumping stations would be constructed. Pumping stations have been
designed with top elevations of 1 foot higher than the 100-year flood elevation of 11 feet mean
sea. level. Each fenced, pumping station would include a valve box, wet well, electrical panel,
and emergency generator. Upon completion of installation, all disturbed areas would be
revegetated per the approved erosion control plan. Included in this application is the
specification sheet for replanting the tidal marsh area. The Division of Water Quality has
issued a "State Non-discharge'Sewer Extension Permit, and a Stormwater Permit for the
project. At the time of thus report, the NCDOT Encroachment Agreement was still pending.
10. ANTICIPATED ImpACTS
The installation of the proposed sewer system expansion would d-result in a total land
disturbance of:approximately 118 acres. It would result mi the .temporary excavation
:and
disturbance of-approximately 44,000 square feet (l :acre) of mixed coastal/404 wetlands and
:approximately 720 :square feet -of tidal creek bottom. All.areas will be returned to 7the original
grade and replanted. 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: E. F. Brooks Date: December 19, 2000, Office: Wilmington
127 Cardinal Dr. Ext, Wilmington, North Carolina 28405 Telephone [phone] FAX-910-350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Wetlands Tracking [ir'-, 4 01s ."
Facility Name Middle Sound Regional Sewer c/o New, tLino N er County
Project Number O1 0093
Project Type IntiI)mc of sewer collection system County NeN? Hanover
Location %llddlc Sound. AIWW, I'tges Creek, I Ic we Creek. O'-'dcn I County2
Received From<DCM COE ID # I Region Wilmington
Received Date January 23, 2001 COE Susp Date I Reg. Contact J. Steenhui
Sent to Region Date 1-24-2001 I' DCM Susp Date I APPLICATION FEE INFO
w.
Rcvd Region Date TIP Number I Payment Date
Last Action Date May 21, 2002 ?I More Info Requested 3/20/2001 I Amount Paid
Last Action Hold I, More Info Received I Payor
Latitude (ddmmss) I! Mitigation ? I Check #
Longitude (ddmmss) I' COC Received Date
_ r
t
Certificaf ?,. Stream A
:fit 5 c4 t?J"?x acres <y' Area Length ( Length
Class (acres):
Permit WPfIAnd Watlanrl ?trPam z Wotlanrl _ (acrPCl 3 (fPAfl i /fnt tl s
s?
W AT ?9QG
> r
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
July 19, 2002 u
CERTIFIED MAIL: 7001 1940 0000 4636 0506 }
RETURN RECEIPT REQUESTED .,
New Hanover County Engineering Dept. WETLANDS GROUP
9
WATER UA!!TYZ,-ff10N
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
New Hanover County
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard:
Thank you for your letter dated June 10, 2002. Subsequent to consideration/review of your
letter, plans, and Preconstruction Notification Request (401 Certification request), this office wishes
to address both the items noted in your correspondence and several additional concerns.
In the June 10, 2002 letter, James Craig states that he sees no purpose for the installation of
the anti-seep collars for the Middle Sound sewer project that are required under the general conditions
of GC# 3374. He states that the sewer main nor the stone bedding will divert basins or attempt to
drain isolated wetlands located upland of the project. He also states that it would be hydraulically
impossible for the sewer main's stone bedding to drain or alter any "waters" of the State or wetlands
due to the pipe being installed in saturated soils.
General Water Quality Certification 3374 condition number 16 is a requirement for the
installation of anti-seepage collars. The purpose of anti-seepage devices is to stem the wetland
drainage effect that has been observed by DWQ staff, subsequent to the installation of sewer lines.
That is, gravity sewer lines are installed at a slope, on a gravel bed and as such enables sewer line to
behave like a French-drain, thereby removing wetland hydrology. (Please note: it is the expectation
of DWQ staff that anti-seepage device requirements are relatively inexpensive as compared to the
requirement for wetland delineation well outside the utility line right-of-way footprint, and prevents
extensive, long-term hydrologic monitoring of adjacent wetlands.) The conditions set under these
General Certifications have been approved by federal agencies (Corps of Engineers and EPA) as well
as the Environmental Management Commission (EMC) and if you feel that you cannot or do not want
to meet with these conditions, New Hanover County may apply for a variance.
The June 10, 2002, letter also requested a "general exemption" for condition number 16
(anti-seep collar requirement) during the review of all future projects where the site condition as
described in your letter exists for New Hanover County. This office cannot issue "general
exemptions" to 401 Water Quality Certifications Conditions for future projects. Each project is
reviewed on a case-by-case basis and the option of applying for a variance is applicable for each
project.
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
NCDENlt
Page Two
Mr. Wyatt Blanchard
July 19, 2002
The second item addressed by Mr. Craig concerns the requirement of General Certification #
3374 (condition #4) that states that the construction corridor for the utility line shall not be installed
parallel to and closer than 10 feet (3 meters) to a stream and 25 feet in waters classified as high
quality waters (HQW). Utility lines shall not cross a stream channel at other than a near-
perpendicular direction (i.e., stream channel crossings shall not be at an angle of less than 75 degrees
or more than 105 degrees to the stream bank). Streams typically meander and move around thereby
enabling stream infrastructure/maintenance problems to chronically occur, and installations of sewer
lines adjacent to the stream cause difficulties with respect.to turbidity impacts, settleable solids, and
thermal pollution issues to the stream. As such, a 10-foot set back from the stream is the minimum
authorized under the 401 Certification and the respective stream classifications for AIWW/Howe
Creek are SA-ORW and for Pages Creek is SA. The classification SA is HQW as defined by 15A
NCAC 2B.0 10 1 (e)(5). As such, a 25 feet from the stream is the minimum distance allowed for the
utility lines on this project. A copy of the regulation is attached.
In addition, 15A NCAC 2H.0219 (i) (2) _(G) (v), (vi), and (xii) states the following: All
sewers shall be -designed based upon at the following minimum-standards which include; 1) minimum
separation from Waters Classified as WS-II, WS-III, B, SA, ORW, HQW or SB (from normal high
water (or tide elevation)] at 50 feet. Any other stream, lake-or. impoundment must be at least 10 feet.
Furthermore, ferrous sewer pipe with joints equivalent to water main standards, shall be used where
these minimum separations cannot be maintained. (Note: minimum separation shall however, not be
less than 25 feet from a private well or 50 feet from a public water supply well).
Please indicate whether the Middle Sound Sewer Collection System-will be able to comply
with the above mentioned minimum standards. You explained in the June 10, 2002 letter that the
meanders of the stream channels, existing structures, construction depth and easement concerns
require the encroachments of the utility line within 10 feet of a stream and non-perpendicular stream
crossings. It is recommended that you provide specific information that depicts how you have .
minimized the stream impacts and avoided the streamside area. You should also provide the amount
of linear stream footage impacts that will occur during the construction phase of the project and
provide suggestions/proposals for stream restoration/mitigation due to the impacts that are beyond
that typically approved through the use of the General Certification
Please respond within three weeks of the date of this letter if you are going to comply with
the conditions of the General Certification # 3374 or if you are planning to apply for a variance.
Please send a copy of this letter to Cyndi Karoly, c/o 401 Wetlands Unit, 2321 Crabtree Blvd.,
Raleigh, NC 27604-2260. Her phone number is [phone]. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn and your application will be returned. If you have any questions, please feel
free to call me at [phone]. .
Sincerely,

Rick Shiver
Water Quality Regional Supervisor
Attachment:
cc: Cyndi Karoly -Wetlands Group
Danny Smith - Wetland Group
Angie Pennock - US Army Corps of Engineers
Dave Weaver - Assistant County Manager
WiRO
.?i

ENR-ENVIRONMENTAL MANAGEMENT T15A: 02B.0100
(4) Outstanding Resource Waters (ORW): unique and special waters of exceptional state or
national recreational or ecological significance which require special protection to
maintain existing uses.
(5) High Quality Waters (HQW): waters which are rated as excellent based on biological
and physical/chemical characteristics through Division monitoring or special studies,
native and special native trout waters (and their tributaries) designated by the Wildlife
Resources Commission, primary nursery areas (PNA) designated by the Marine Fisheries
Commission and other functional nursery areas designated by the Marine Fisheries
Commission, all water supply watersheds which are either classified as WS-I or WS-II or
those for which a formal petition for reclassification as WS-I or WS-II has been received
from the appropriate local government and accepted by the Division of Water Quality
and all Class SA waters.
(6) Future Water Supply (FWS): waters that have been requested by a local government and
adopted by the Commission as a future source for drinking, culinary , or food-processing
purposes. Local government(s) requesting this reclassification shall provide to the
Division evidence of intent which may include one or a combination of the following:
capitol improvement plans, a Water Supply Plan as described in G.S. 143-355(1), bond
- issuance for the water treatment plant or land acquisition records. Local governments
shall provide a 1:24,000 scale USGS topographical map delineating the location of the
intended water supply intake. Requirements for activities administered by the State of
North Carolina, such as the issuance of permits for landfills, NPDES wastewater
discharges, land application of residuals and road construction activities shall be effective
upon reclassification for future water supply use. The requirements shall apply to the
critical area and balance of the watershed or protected area as appropriate. Upon receipt
of the final approval letter from the Division of Environmental Health for construction of
the water treatment plant and water supply intake, the Commission shall initiate rule-
making to modify the Future Water Supply supplemental classification. Local
government implementation is not required until 270 days after the Commission has
modified the Future Water Supply (FWS) supplemental classification through the rule-
making process and notified the affected local government(s) that the appropriate local
government land use requirements applicable for the water supply classifications are to
be adopted, implemented and submitted to the Commission for Approval. Local
governments may also adopt land use ordinances that meet - or exceed the state=s
` minimum requirements for water supply watershed protection prior to the end of the 270
day deadline. The requirements for FWS may also be-applied to waters formerly used for
drinking water supply use, and currently classified for water supply use, at the request of
local government(s) desiring protection of the watershed for future water supply use.
(7) Unique wetland (UWL): wetlands of exceptional state or national ecological significance
which require special protection to maintain existing uses. These wetlands may include
wetlands that have been documented to the satisfaction of the Commission as habitat
essential for the conservation of state or federally listed threatened or endangered species.
(f) In determining the best usage of waters and assigning classifications of such waters, the Commission
4. shall consider the criteria specified in General Statute 143-214.1(d) and all existing uses as defined by "15A
NCAC 2B .0202. In determining whether to revise a designated best usage for waters through a revision to
the classifications, the Commission shall follow the requirements of 40 CFR 131.10(b),(c),(d) and (g)
which are hereby incorporated by reference including any subsequent amendments and editions. This
material is available for inspection at the Department of Environment, Health, and Natural Resources,
Division of Water Quality, Water Quality Section, 512 North Salisbury Street, Raleigh, North Carolina.
Copies may be obtained from the U.S. Government Printing Office, Superintendent of Documents,
Washington, DC 20402-9325 at a cost of thirteen dollars ($13.00).
1 (g) When revising the classification of waters, the Division shall collect water quality data within the
l watershed for those substances which require more stringent control than required by the existing
classification. However, such sampling may be limited to only those parameters which are of concern. If
the revision to classifications involves the removal of a designated use, the Division shall conduct a use
attainability study as required by the provisions of 40 CFR 131.100) which are hereby incorporated by
f reference including any subsequent amendments and editions. This material is available for inspection at
NORTH CAROLINA ADMINISTRATIVE CODE 08/01/00 pace 3

NEW HANOVER COUNTY
ENGINEERING DEPARTMENT
414 CHESTNUT STREET
WILMINGTON, NORTH CAROLINA 28401-4045
TELEPHONE [phone]
WYATT E. BLANCHARD, P.E.
County Engineer
June 10, 2002
Joanne Steenhuis
N.C. Dept. of Environment &. Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Middle Sound Sewer Collection System
Project #010093
Dear Ms. Steenhuis:
JUN 2 1 ?
I am now in receipt of your January 21, 2002 letter requesting additional
information and the placement of a hold on the referenced project. The plans were
submitted to DEM as part of the CAMA permitting process in December 2000 and,
.discussed in the 6/21/01 meeting with the permitting agents of the U.S. Corps of
Engineers, CAMA and the Division of Water Quality.
Tony Boahn, McKim &. Creed, will address all map revisions and comments
on items 2 through 7 under a separate cover. This letter is to address item #I and
also reinforce exemption from item #6.
I see no purpose for installation of anti-seep collars along any of the proposed
sewer main for the following reasons:
• Neither the sewer main nor the stone bedding will divert basins or in
any manner attempt to drain any isolated wetlands located upland.
• The sewer main in all locations is located at an elevation from 1.3 above
to 4.5 feet below the MLW elevation (approximately -13 elevation).
Therefore it would be hydraulically impossible for the sewer main's
stone bedding to drain or alter any waters of the State or wetlands in

Page Two
the area after completion of the installation considering the soil in
which the pipe is installed is totally saturated.
• The placement of anti-seep collars may more likely create a hydraulic
jump in any movement of the ground water within the stone bedding or
backfill and cause possible multiple "fresh" water artesians seeps into
the manmade tidal and brackish waters of the State. In this case,
promoting what General Certification #3374 intends to alleviate, lessen
or prevent from occurring by the requirement of anti-seep collars.
The intent of the collar is to prevent or lessen subsurface drainage of the water
table. However, when the installation is at an elevation below the water table or
below MLW in fully saturated soil I do not see the collar serving any purpose.
I can understand the use of the anti-seep collar when it may prevent the
subsurface drainage in wet areas adjacent to streams or ditches at higher elevations
within the State or above the water table. I see no purpose, other than the
requirement of condition # 16, for the installation of anti-seep collars at and below
sea level where no basin or subbasin will be drained or otherwise diverted by sewer
system construction.
This sewer system is designed as to not cross any subbasin in the project area,
thereby; being the most efficient design and least expensive to the taxpayer.
I would expect to be exempted from the requirement of installing any collars
on the project and would further request a general exemption be considered during
the review in all future projects where the site conditions as outlined above exist. I
suggest leeway be allowed in the same manner exemptions are implied to be allowed
to condition #4 or as more stringent measures may be required as needed (condition
#23). I ask reasonable consideration be given to my request or "if not, explain why"
I will surely be confused if the regulations are so rigid that they promote unnecessary
cost and potential damage to the environment solely for the sake of regulations.
Furthermore, Item #6 (Condition 4) cannot or should not be met because of
the following reasons:
• The submitted logical engineering design considered many natural and
man-made obstacles in the placement of this sewer main and all
considered, the proposed alignment is the best of all available routes to
serve the project area with sanitary sewer at a minimal cost, depth,

Page Three
intrusion, damage, and encroachment to the District, the property
owners, the State, and the environment.
• The meandering of the channel, existing structures and easement
concerns require the encroachment of the excavation within 10 feet of
the stream and the non-perpendicular stream crossings.
• Any other placement location would deepen the excavation, thus widen
the disturbed area by the topography, thereby, lengthening construction
time and exposing more denuded area to potential erosion and excessive
turbidity. The location, as planned, will allow the contractor to
minimize the disturbance to the area and the environment by
facilitating shallower excavations and quicker installation time.
In closing, I request exemption from both conditions #4 and # 16 of WQC
#3374. I further request a more prompt review and reply upon receipt of our
complete response to your items. In addition, I petition no hold be placed on the
entire project considering only a small portion is affected by the items of concern
outlined in your letter.
If you have any questions, please don't hesitate to contact me.
Sincerely,
James S. Craig, P.E.
Engineering Manager
New Hanover County
cc: Wyatt E. Blanchard, P.E.
Tony Boahn, McI<im &. Creed
Cyndi I(aroly
JSC/aj
RU6.19.2002 11:06RM NUDLNK W1KU NU.618 P.1
State of North Carolina
Department of Environment and Natural Resources
"Wilmington Regional Office
Michael F. Easley, Governor William Cr. Ross Jr., Secretary
FAX COVER SHEET
Date: N o Z., No. Of Pa
ges:
To.
CO: From: ?.
CO:
FAX k-Mot -- 33 - &9 9 FAX#: 91 SO-2 Oq
REMARKS:
127 Cardinal Drive Lxtension. WhinPngton,N.C. 28405.3845 Telephone [phone] Fax [phone]
? AnlryualOpportunityAllirmaliveAWanEmployer
-AUG.19.2002 11:06AM NCDENR WIRO
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B, Hunt, Jr„ governor o-fAJt3LUiit1,
Bill Holman, Secretary Kerr T. Stevens, Director 13Y.
August 28, 2000
W YATT BLANCEOJ), FE, COUNTY ENCYINM
NEW HANOVER COrxrITY
414 CIBESTNUT STREET
WILMINGTON, NC 27401
NO.618 -- F. e -
;rte
:?V
NCDENR
NQRrH CAROLINA QEPAIRTMl;NT OF
ENVIRONMENT ANo NATURAL RWLJRCE8

Subject: Permit No. WQ0018725
Now Hanover County
Middle Sound Regional Wastewater
Facilities
Wastewater Collection System Extension
Dear 1W. Blanchard: New Hanover County
In accordance with your application received July 3, 2000, we are forwarding herewith Permit
No. WQ0018725, dated August 28, 2000, to New Hanover County for the const ilgtion of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the Conditions and limitations as specified therein. This cover letter
shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 2, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 211 .0227 or
any individual system-wide collection system permit issued to the Perxnittee. please note permit
Condition 12 regarding future flow allocation to the subject wastewater collection system.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Past-Track Permitting of Pump Stations and Force gains adapted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance "of the certification
provided by a North Carolina-licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as-constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§f43-215.6A through §143-215.60, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
Jn accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Mules, and Regulations, permission is hereby granted
to New Hanover County for the construction of approximately $0,990 linear feet of 8-inch gravity sewer,
27,520 linear feet of 10-inch gravity sewer, and 9,110 linear feet of 12-inch gravity sewer; a 1,070-
gallon per minute pump station (No.l Buckeye) equipped with a hydrogen peroxide-based odor control
system, a 390-gallon per minute pump station (No.2 Falcon Point), a 230-gallon per minute um
station (No.3 Stoneybrook), a 200-gallon per minute pump station (No.4 Caudell), a 180-gallon per
1617 Mail Service Center, Fialsigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Afflrmatlve Action Employer 50% recycled/ 10% post-consumar paper

AUG. 19.2002g p 1 1,l ? AiStioriN(No. 5 Pages Creek) and a 200-gallon -NO. blti r. ?-- .._. .
Drive), all equipped with duplex pumps, on site and audible highpwa er alarms pump station minute (No
, ,6 Denise
telemetry, -
actf stand-by power generator, as well as approximately 11,684 linear feet of 6-inch focet'main
2,340 linear feet of 8-inch force main, and 6,575 linear feet of 12-inch force main to serve as art of the
Middle Sound Regional Wastewater Facilities project, with no dischar A p '
wastewater into the City of Wilmin of collected domestic
July 3, 2404, and in conformity w? IS,AX NCAC sewerage 2H0200 the Division's to the application received
Design Criteria adopted February 12, 1996 as applicable, the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pomp Stations and Force Mains adopted June 1,
and
other supporting data subsequently filed and approved by the Department of 2000 Environment apPlicd Na
Resources and considered a part of this permit. and Na
tural
The sewage and wastewater collected by this system shall be treated in the City of Wilmington
Wastewater Treatment Facility (NPDES Permit No. NC0023965) prior to being discharged into the
receiving stream.
This Permit Shall become voidable unless the agreement between New-Hanover County and the
City of Wilmington for the collection and final treatment of wastewater is in full force and effect
A stormwater management plan shall be submitted to and approved by the Wilmington Regional
Off ce in accordance with 15A NCAC 2H.1000.
J nee add tional information concerning this matter,
[phone] extension 524. ase contact Kristin E. Miguel at
If any parts, requirements, or limitations contained in this e
right to request an adjudicatory hearing upon written request within 30 daysf flowing receipt of this
Pent. This request must be in the form of a written petition, conforming to Chapter 150$ of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this
permit shall be final and binding,
K ou d
W Y,
T. Stevens
cc: New Hanover County Health Department
Wilmington Regional Office, Water Quality Section
(WWTF MclCira & Creed Permit No, NC0023965)

•AUG.19.2002 11:06AM NCDENR WIRO NV•b1a r' ?--- -
NORTH CAROLINA
ENVIRONMENTAL MANAGI&MMN'T COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALIKIGH N
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the elate of issuance until rescinded and shall be subject to the
following specked conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted' February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast?Track Permitting of Pump Stations
and farce Mains adopted June 1, 2000 as applicable; and other supporting materials unless
specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times, The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities or with 15A NCAC 2H.0227 as follows:
a. The sewer system shall be effectively- maintained and operated at all tunes to prevent.disebarge
to land or surface waters, and any contravention of the groundwater standards in 15A NCAC
2L.0200 or the surface water standards in 15A NCAC 213.0200.
b. A map of the sewer system shall be developed prior to January 1. 2004 and shall be actively
maintained.
- c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that arc not connected to a telemetry system shall be inspected at least three
times per week until July 1, 2000; thereafter, pump stations shall be inspected at least daily, as
defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations shall be
inspected every day. Bump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High-priority, sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-21$.1C.
AUG.19.2002 11:07AM NCDENR WIRO N0.618 P.5 "' -- -
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permitter., a formal permit request
shalt be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface wags of the
State. -
6. Upon completion of construction and prior to operation of these permitted faciliti es, a certification,
a copy of the construction record drawings, as well as supporting design calculations for any ump
stations permitted as part of this project shall be received from a North Carolina-liZed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; the certificate of coverage; 15A NCAC 2H ,0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast-Track Permitting of Pump Station and Force Main adopted June 1,-2000 as applicable; and
other supporting materials. If this project is to be completed in phases and partially certified, you
shall retain the responsibility to track further construction approved under the same permit, and
shall provide a final certificate of completion once the entire project has been completed. A copy of
the construction record drawings, indicating the facilities constructed in the phase being certified,
shalt be submitted with each partial certification, Mail the Engineer's Certification, one copy of the
"Construction Record Drawings", and one copy of the supporting design calculations to the Non-
Discharge Permitting Unit;' 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit., the certificate of
coverage; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February
12, 1996 as applicable; the Division's Minimum Design Criteria for the Past-Track Permitting of
Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
may subject the Peradttee to an enforcement action by the Division, in accordance with North
Carolina General Statutes §143-215.6A through §143-215.6C.
9_ In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
14. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (local, state and
federal) which have jurisdiction, including but not limited to applicable river buffer rules in 15A
NCAC 2l3 ,0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4 and under
the Division's General Permit NCGO100000, and any requirements pertaining to wetlands under
15A NCAC 213 .0200 and 15A NCAC 2H.0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to the Wilmington regional office, telephone number (910)
395-3900, as soon as possible, but in no case more than 24 hours 'or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following-
2
,, AUG.19.2002 11:07AM NCDENR WIRO
NO.b1b r.b
a, Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or Sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility,
Persons reporting such occurrences by telephone shall also file a written report in letter foan within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
12. This permit shall be for the construction of the wastewater collection facilities only. No flow shall
be made tributary to the subject facilities until permit modification application is submitted With
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received and
approved by the Division.
Permit issued this,*e twenty-eighth day of August, 2000
NOR CARD /A. ONMENTAL MANAGEMENT COMI HSSION
/-- err T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WOOOIS726

3
4_1June 12, 2002 M&C 00494-0017 (40)

Ms. Joanne Steenhuis
NCDENR - Division of Water Quality . )
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 t?
RE: New Hanover County Middle Sound Regional Wastewater Facilii 1W1t1v
DWQ Project # 010093
Dear Ms. Steenhuis:
In reference to your review letter, dated January 21, 2002 (received May 22, 2002), we offer the
following comments:
1) This issue will be addressed under separate cover by the New Hanover County
Engineering Department.
2) The rip-rap shown on Sheet P60 at the end of Dunn Place Extension has been revised to
reflect the correct amount. Note that we have revised all rip-rap crossings to comply with
condition #9 of the WQC #3374 that was provided: For clarity, the rip-rap symbol has
been removed from the plan-view and included in the profile only.
3) The amount of rip-rap shown at the new perpendicular crossing of Dunbar Creek has
been corrected.
4) There is a crossing of Dunbar Creek at the end of Dunn Place Extension. The plans (Sheet
P62) have been revised to reflect this crossing.
5) The length of stream impacts are as follows:
Dunbar Creek
Plan Sheet Description Station
ft
Length
P60 Ditch draining to Dunbar Creek 2+00 20
P60 Dunbar Creek 5+00 to 9+10 410
P61 Dunbar Creek 10+75 to 14+50 375
P61 Dunbar Creek 15+40 to 24+00 860
Total Impact 1,665 feet
Creek South of Stonevbrook Subdivision
Plan Sheet Description Station Length (ft)
P87A Crossing of Creek Outfall G 21+15 7
P87A Crossing of Creek Outfall G2 4+26 35
P88 Crossing of Creek Outfall F 11+70 15
Total Impact 57 feet
S:\04940017\40-Permit\061102steenhuis.doc
5625 DILLARD DR., SUITE 117, CARY, NORTH CAROLINA 27511
TEL [phone] FAx [phone] www.mcklmcreed.com
AA0002667
Ms. Joanne Steenhuis
June 12, 2002
Page 2
Drainam Canals
Plan Sheet Description Station Length (ft)
S5 Access Road - 30" RCP. Pie 4+62 50
S5 Access Road - 30" RCP Pie 6+80 50
Total Impact 100 feet
6) With the exception of the following, the utility lines designed for this project comply with
Condition #4 of the WQC # 3374. Construction corridors have been established to
maintain 10' horizontal separation between streams. Crossings of stream channels
have been made perpendicular when possible and limited to the 75 to 105 degree
range if deviation was required.
Plan Sheet P60 .through P61 - Station 5+50 to Station 24+00
Given the natural topography of the area, it is necessary that the main gravity
collection line for this portion of the project be installed generally parallel to the run of
Dunbar Creek. In our field design of this area, it was determined that a significant
amount of development was present on each side of the creek. This included such
structures as houses, garages, a community well, a pool, and numerous storage
buildings. Many of these structures are within approximately 10-15 feet of the stream
bank. The route of the new gravity main was designed in order to avoid damage to
these structures as well as maintain the required 50-foot separation from the community
well. Subsequently, we were unable to maintain the limits dictated by Condition #4 in
this area.
7) By copy of this letter I am providing a one set each of the revised plans to you and
Cyndi Karoly as requested.
If you have any questions or require clarification, please do not hesitate to contact me. Thank
you.
Sincerely,
McKIM & CREED, P.A.
Tony Boahn, P.E.
Project Manager
Enclosures
cc: Cyndi Karoly (complete)
Jim Craig, P.E., New Hanover County
S: \0494\0017 W 0-Penn ifl061102steen hu i s. doc
v
v?MCKM&CR EED
F W ATF Michael F. Easley, Governor
`OHO 'Yp William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
7 Gregory J. Thorpe, Ph.D.
> _ l Acting Director
p Division of Water Quality
January 21, 2002
CERTIFIED MAIL: 70011940 0007 1402 3856
RETURN RECEIPT REQUESTED
New Hanover County Engineering Dept.
Mr. Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Middle Sound Sewer Project
PROJECT # 010093
New Hanover County
Dear Mr. Blanchard: '
This Office is placing your project on hold until we receive the following additional information:
1) A set of engineering plans and details that show anti-seep collars in wetlands where required
(see condition #16 on the WQC # 3374 that is enclosed)
2) Correct the drawing that shows rip rap in stream at previous crossing (P60 at the end of Dunn
Place Extension)
3) Correct the amount of rip rap on drawing at the new perpendicular crossing on Dunbar Creek
(Same rip rap is shown on plan as previous crossing impact length)
4) Is there a second crossing of Dunbar Creek at the end of Dunn Place Extension? The plan
shows a crossing, but no other details are shown.
5) Length of stream impacts need to be specified for the Division of Water Quality (DWQ) (any
cumulative impacts to a stream over 150 feet will require mitigation by DWQ)
6) Detail that condition # 4 on the WQC # 3374 will be met along the creeks within the project
area and if not explain why;
7) Please send a complete set of plans to this Office when the changes have been made and a
copy to Cyndi Karoly at the 401 Wetlands Unit at 2321 Crabtree Blvd., Raleigh, NC 27604-
2260.
Please respond within three weeks of the date of this letter by sending a copy of the information to myself and to
Cyndi Karoly, Raleigh Wetlands Unit [phone]. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
Sincerely,
Joanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group
Anthony Boahn - McKim and Creed Engineers
NCDENI-k
Ex127 Cardinal Drive t., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
O?O? a rF,?
March 19, 2001
DWQ Project # 010093
New Hanover County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
New Hanover County
Middle Sound Regional Sewer
Attention Wyatt Blanchard
414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 1.01 acres of wetlands located at Middle Sound in New Hanover County for sewer collection
system construction. Based on this review, we have identified significant uses, which would be
removed or degraded by this project as you described in your application received on January 23,
2001. Insufficient evidence is present in our files to conclude that your project must be built as
planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless
modifications of the proposal are made as described below, we will have to move toward denial of
your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as
incomplete until we receive this additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Also please specifically address alternative routes for the utility line
located near 5lat Orick Court. Further your plans currently indicate that class 1 riprap will be placed
on the entire disturbed where the utility line crosses a stream. The placement of riprap on
the stream bed is conside d fill. Please clearly provide information which details the avoidance at
this impact on provie al ernatives for consideration. Any documentation such as maps and
narrative that you can su ply to address alternative designs for your project may be helpful in our
review of your 401 Ce ification.
Please respo within three weeks of the date of this letter by sending a copy of this
information to me and ne copy to Ms. Joanne Steenhuis, Wilmington Regional Office at (910)
395-3900. If we do not hear from you in three weeks, we will assume that you no longer want to
pursue this project an we will consider the project as withdrawn. I can be reached at 919-733-
9646 if you have any q estions.
0JYT0' Sincerely,
John R. Dorney
cc: Wilmington DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
File Copy

Michael F. Easley
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
(/
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMEN
Facility Name Middle Sound Regional Sewer c/o New Hanover
Project Number 01 0093
Recvd From DCM
Received Date 1/23/01 Recvd By Region
Project Type sewer collection system
Certificates Stream
Permit Wetland Wetland Wetland Stream Class
Type Type impact Score Index Prim. supp. Basin
Re
? P?Jl
1
U v
Acres Feet - --
Req. Req.
18-87 SA ORW 30.624. 1.01
F_ F
LAMA SMO Y O N
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/fond QQ Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
This office is concerned about avoidance issues w/in the project area. This office feels that a lot of
wetland impacts could he avoided near the salt brick court area. If alternate routes were looked at.
In addition this office is concerned with the repranping of streams - this is considered an impact to
streams (not a temporary pact). Directional boring may need to be considered for the creek
crossings_ Additional information is needed to justi the crossing of wetlands neart salt brick court
and the stream crossings.
cc: Regional Office
Central Office Page Number 1
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Division of Coastal Management
Michael F. Easley, Governor
Sherri Evans-Stanton, Acting Secretary
Donna D. Moffitt, Director
1 •
.1.?. vNCDENVI
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 19, 2001
MEMORANDUM: 2 3 20
TO: Mr. John R. Dorney, NCDENR- ,.-P.,,,
'd??-s L`'1"sT G'2011P
Division of Water Quality wu, tF '??I s 1° gCTIOM1I
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett 0 o093:
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: New Hanover County
Project Location: Ogden area of Middle Sound, between US Hwy 17 & AIWW
Proposed Project: the construction of a sewer collection system, consisting of 118,000 linear feet of
gravity sewer main, 21,000 linear feet of sewer force main, and six (6) sewer
pumping stations
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by February 13, 2001. If you have any questions regarding the proposed project, please contact Ed
Brooks at extension 395-3900. 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 Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
Form DCM-MP-1"
APPLICA
77
1 LAI. it i v
uI ISEDN OF
(To be completed by all applicai&?ASTAL MANAGEMENT
1. APPLICANT
a. Landowner:
Name New Hanover County
Address _ 41.4 GheG?Tut Street
City _ Wilmington State- NC
Zip 28401 Day Mite 91)0-341-7139
FaX._- 910-341-4035
b. Authorized Agent:
Name Watt E Blanchard P E
Address Same as "a" :above
City State
Zip Day Phone
Pax
c. Project mame ''(if any)
Middle-Sound Regional Wastewater Facilities :d.
NOT.- Pernrt,will be.ismed.in name o .
f landowner(s), .mid/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County, New Hanover
b. City, town, community or landmark
c. Street address or secondary road number
?R 140 M; ddl a So and 7 nop Road
d. Is proposed work within city `limits or planning
jurisdiction? Yes g No
e. Name of body of water nearest project (8,g. river,
creek, sound, :bay) l4314 Sound Intracoastal
Waterway
3. DESCRIPTION AND PLANNED USE
sOF PROPOSEDPROJECT
a. List all :development activities you propose (e.g.
:buildings home, motel, marina, bulkhead, pier, and
-:excavation ,and/or filling activities.
'flantit rE;Sewer Mains
Sewer Force :Mains
.Sewer -:Pumping ;Stations
b. Is the proposed .activity maintenance of an -existing
project, :new work, -or both? New
c. Will theprajectbe:forpublic,privateor:commercial
.use? Public
'-Give a brief description of purpose,mse, wethods of
-.construction and :daily .,operations :of proposed
project. If more space is :needed, please :attach
-additional pages. .Proj .Project will provide sanitary
sewer service to -,residents in the Middle
Sound _Communi-ty-. Construction -will .:be via
open trenc constructlon- Maintenance -will
be -required Tarr the -pump stations and sewer
.mains on a zegular basis The system - -'L-U
be primarsly :self :sufficient on a -daily
. asis.
'Revised 03195
Form DCM-MP-1
4. LAND AND WATER :-:Degcribe existing wastewater treatment facilities.
t A i.es elents are currently on private
CHARACTERISTICS indi6dua1 septic tanks.
0
a. Size of entire tract N/A Located in DOT R/W bscribe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s) N/A wastewater, industrial/commercial effluent, _ "wash
down" and residential discharges.)
c. Approximate elevation of tract above f&M or Siirfarp runnff frnm r_P_gidA t • 1 arpac:
NWL u7A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract
N/A Clpared R/W ..
f. Man-made features now on tract Road /Asphal t
g. `What is the CAMA Land Use Plan land
classification of the site? (consult the ioazl land use plan.)
Conservation Transitional .
X Developed Community
Rural Other-
t.- How _is the tract zoned by local government?
Residential
L Is theproposed project -consistent with:theapplicable
zoning? . X Yes 'No
(AWch Zoning compliance cemfiaue, i, f applicable)
o. Describe existing drinking water supply source.
The major' v of residents Utilize Private
individual wells. There are several small
private water systems as well
: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 :tide
_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 tide, plus written permission
from the owner to cant' out the project.

a. 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.elgible;property?
Yes R No
1. ° .Are there -wetlands on-the site? Y Yes No
'Coastal '(marsh) ,x Other.
If yes, :has a delineation been -conducted? Yes
(Attach doa me?9&adon, : f a?2ilabk)
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn -to :scale in 'black
ink on an i8 1/2" ,by 11" t 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 Abe sufficiently detailed to
guide agency personnel unfamiliar-with the:area to the
Revised 03/95
Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed _project to the Division of Coastal
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.
None as of CAHA-application date
• A check'for:5250 made payableto 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.
• 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.
Q
C Eq V
DEC 18 2001 j
UIVJOJU
6. CE?A?SION
TO ENTER ON LAND
I understand that any permit - issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North 'Carolina's
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 -L
d?
Print Name Wyatt :E; "Blanchard
County Ezz:jt2
Signature /.I), Lan? or Authorked Ague
:Please indicate attachments pertaining.to your -proposed
project.
DCM'MP-2 Excavation and Fill 'Information
DCM MP-3 Upland Development
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, for?n.
Qp.?;?a naioa
'Form I ML-M-Mp 2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to joint Application for CAMA Major.
Permit, Form DC - -1. Be sure ao complete all
other sections of the
proposed project- Joint Application that relate to this Descriibe :below the purpose of proposed -cx=vation or
fill activities. AH-TWues to be given In feet.
Average Tend
Length WIdtL
Access
channel
(MT-W) or (NW]
Canal
Boat
basin
:Boat
ramp
.Rack .
groin
Rock
-breakwater
*Sanitary Sewer
Q er
atabiliz f )
Pump -Station 41
Pump Station 42
Pump Station #3
Pump :Station 4/4
Pump Station 45
Pump Station #6
'.S #5 :ARc ess RM d
1050' 50' 2' 4'
D ECEIVE
DEC 18 2000
DIVISION OF
COASTALMANAGEMENT
1. Eg 7AVATION
$- Amount of material to be :excavated from below
MHW or;NWL in cubic yards 26 , 600 Cy
b. Type.of-material -to be excavated soil
Topsoil, Cla :Sand., 'Marl
c. Does the area t0 be excavated include coastal
wetlands '(marsh), -=bmerged °aquatic vegetation
(SAVs) or .other -x+etlands? - Yes - No
`d. Bighground excav*ion in cubic 199
yards 000 CY
2. DMBPOSAL OF LXCAVA3'ED
ALAT
ERIAL
;a. Location of:disposai:area_Ad=i acent -to trench
used for main -installation. Teen Lrai_T
Will .be placed pack :to :original condit of
.:b. Dimensions of-disposal pica7ly
20' M,501. - =wi11 move with c
c. Poo 3MU Zlaim titlexo=disposa wea? Tes =No
'If no, attach :a. etter granting Permission from-the
OWner. Area 'to 'be granted by easement
negotiations are on-going..
A, -Will ra :disposal area -be =avatiable :for future
maintenance? Yes .1 No
.yes, -When e?
95' 95, 3, 6,
65' 65' 11 , 2'
65, 65' 2' 4-,
75' 75' :3'
75' 75' 1' 2,
ForiK-MP 2
`e. 'Does the disposal; area -include any coastal wetlands
(marsh), SAVs or other wetlands?
% Yes_ No :.:Temporary
f Does the disposal include any area in the water?
Yes ' x No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Bounce of infonmtion)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
0) Mpmp
{2) Bulkhead 'backfill
h. Type of fill material
i. `Source of fill -material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill :material -be brouisite?
Yes _ R No '
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), SAW or other wetlands?
Yes = No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Defined construction
limits - silt fence, check dams -
standard erosion control methods will
be utilized throughout project.
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 ite? Yes. X No
H yes, ;explain 'steps Ghat will be taken -to ;lessen
environmental :impacts.
New Hanover County
Ap Pnijill Name
Date
Revised 03/95
Form DCM-MP-3
UPLAND
DEVELOPMENT
?e ?i 1C?? 1? .ICS
DEC 18 2AOp
D
COASTgL'M NAGEMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
structures proposed 5 - Sanitary Sewer Pumping
Stations and 1 - Access Road
b. Number of lots or parcels 5
C. Density (give the number of residential units and the
units per acre) N/A - Parcels will be
used for public utility only.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3.0 acres
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 -June 2000
Approved August 28, 2000
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Gravel/Marl
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. , 887
h. 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 June 2000
Approved August 29, 2000
L Describe proposed method of sewage disposal.
Sewage will be pumped to the Northside
Treatment Plant for treatment and dis osal
j. Have the facilities described in Item i. above
received state or local approval? Yes
(Attach approptuue .documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary . wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface r un-off onltr
Describe proposed drinking water supply source
(e.g. well, -community, public system, etc.)
Private -wP1.1a -4 of- -- --11 __ __
public water systems.
m. Will water be impounded? Yes X No
If yes, how many acres?
n. If the -project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
New Hanover County
Applicant or'Project Name
S' ure
Al
Date
Revised 03/95
ECEIVE
DEC 18 2000 D
COASTAL MANAGEMENT
NEW HANOVER COUNTY WATER AND SEWER DISTRICT
MIDDLE SOUND REGIONAL
WASTEWATER FACILITIES IMPROVEMENTS
PROJECT NARRATIVE
'McKim & Creed Project No. 00494-0017
December 2000
5625 Dillard Road, Building 1, Suite 117
Cary, North Carolina 27511
[phone]
0:10494\0017\40\CAMANarrative.doc
1
TABLE OF CONTENTS
Sections
1. Introduction
11. Project Purpose and Scope
III. Upland Areas
A. Geography
B. Soils and Floodplains
C. Existing Land Use and Zoning
D. Growth
E. Existing Facilities
F. Wetlands
IV. CAMA Boundaries
V. Environmental Protection - Project Safeguards
VI. Permitting
VII. Summary
Q:1049410017\401CAMANarrative.doc
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3
3
3
3
4
4
4
5
5
6
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1. INTRODUCTION
The Middle Sound Regional Wastewater Facilities Improvements (MSRWF) project will
involve the construction of approximately 118,000 linear feet of sanitary sewer mains, 21,000
linear feet of sewerfoi ce mains and six (6) sewer pumping stations in the Middle Sound area
of New Hanover County, North Carolina. The project area is located in the community of
Ogden, approximately 4 miles northeast of the City of Wilmington, and is bounded on the
north by Pages, Creek, the south by Howe Creek, the east by the Intracoastal Waterway, and
the west by US Highway 117.
11. PROJECT PUPROSE AND SCOPE
The MSRWF is a part of the New Hanover County Water and Sewer District, and is intended
to serve current and future residents with domestic sanitary sewer service. At the time of this
writing, there are approximately 1300 homes located in the project area, the majority of
which are utilizing private individual septic tanks for wastewater disposal. With continued
development in the area, the proliferation of septic tanks, poses a potential threat to human
health and the environment. The project as designed, will eliminate the use of septic tanks
and provide a means of wastewater disposal that will protect human health and the
surrounding environment.
111. UPLAND AREAS
A. Geography
The MSRWF encompasses an area of approximately 2100 acres and is located in the
Atlantic Coast region of North Carolina; more specifically the project is located in the coastal
plain provinces. The areas slopes generally to the south and east with elevations ranging
from 0 feet to 45 feet, mean sea level (MSL).
B. Soils and'Floodplains
Soils within the project area vary greatly with approximately 12-15 different soils categories
identified. The most common are Kenansville-Craven-Lakeland, which are moderately well
Q:\0494\0017\10\CAMANarrative.doc
3
drained to excessively well drained in nature, and are characterized by a sand or sandy loam
surface layer and a sandy loam, clay or sand-subsoil underlying layer.
Floodplains in the project area are prevalent mainly along the Pages Creek, Howe Creek and
Intracoastal Waterway boundaries. There are also areas of delineated floodplains
associated with tributaries to the previously mentioned surface waters-present within the
project area. The approximate elevation of the 100-year floodplain is 11 feet MSL.
C. Existing Land Use and Zoning
Land use in the project area is predominantly residential, with the exception of the Ogden
Elementary School located on SR 1403 Middle Sound Loop Road and two Marinas located
on the Intracoastal Waterway. Approximately 80 percent of the residences in the area are
located in established residential subdivisions.
Information supplied by the New Hanover County planning department shows that the
undeveloped areas within the project are zoned primarily residential, and it is expected that
land use and new development in this region will continue to be residentially driven.
D. Growth
Historical growth in the Middle Sound region has typically ranged from 2.5 percent to 5
percent. At the time of this writing, several large tracts in the. project area were either under
development or in a planning/design stage. The proximity of the project area to beaches and
.recreation facilities of New Hanover County as well other coastal.counties has been a major
impetus for residential development. It is expected that the -region will continue to
experience residential growth as a result of its attractive location.
E. Existing Facilities
Sewer
The majority of residents in the Middle Sound area utilize private individual septic tanks for
wastewater disposal; however, there are several small private low-pressure sewer systems
that utilize drain fields as a means of waste disposal, as well as gravity systems that
Q:\0494\0017440\CAMANarrative.doc
4
discharge waste to County facilities via a pump station and force main.
Water
While most residents have private individual wells for potable drinking water, there are some
areas that are supplied by county or city water facilities. These areas are limited and are
mainly concentrated near the intersection of US Highway 117 and SR 1403 Middle Sound
Loop Road. This project does not include any provisions for providing a potable water
supply source to residents.
F. Wetlands
Wetlands that will be impacted as a result of this project have been delineated, surveyed and
included as part of the construction plans and documents for this project. Due to the fact
that the majority of the proposed sewer mains have been designed in the rights-of-way of
existing roads and streets, impacts to wetlands have largely been avoided. However, there
are some areas where the sewer mains must traverse wetlands. In these areas, clearing
and construction disturbance has been limited to a 40-foot wide (or less) corridor, thereby
minimizing the impact to wetlands. All activities in or adjacent to wetlands which result from
construction of this project will be conducted in accordance with 33 CFR Part 330 of the
Federal Register. The wetlands delineation for this project has been approved by the US
Army Corps of Engineers - Wilmington Regional Office.
IV. CAMA BOUNDARIES
The MSRWF project is within the jurisdictional boundary of several bodies of water regulated
by the Division of Coastal Management. These waters and their respective classifications
are-as follows:
Water -Body Classification Mean High Water Buffer
Pages Creek SA 75 Feet
Howe Creek ORW 575 Feet
Intracoastal Waterway ORW 575 Feet
Q:\0494\0017\40\CAMANarrative.doe
5
All buffers are measured from the mean high water elevation, which is approximately 3 feet
MSL for the Middle Sound area.
V. ENVIRONMENTAL PROTECTION - PROJECT SAFEGUARDS
A primary concern for this project is the protection of the CAMA regulated waters. The
project has been designed to provide an effective means of wastewater collection to area
residents while safeguarding CAMA waters, wetlands, and other environmental concerns.
Specific design elements and protective measures are detailed as follows:
Construction Phase
During construction, the contractor will be required to install and maintain adequate erosion
and sedimentation control measures as required by the NCDENR - Division of Land Quality.
An erosion and sedimentation control plan has been designed for this project and is currently
under review by the Division of Land Quality. These measures include the installation of silt
:fencing, straw/net channel liners, check dams, riprap, sediment traps and diversions ditches.
for control of silt and sediments. An on-site resident construction observer will enforce the
implementation and maintenance of the erosion control measures during construction, and is
empowered to stop work if these measures are -not adhered to.
No stockpiling of excavated or spoil material will be allowed in wetland areas. The contractor
will be required to place all overburden and spoil material on upland areas. Further, the
contractor will be required to provide a non-eroding support system for equipment during
construction -through the wetlands in addition to installing the required erosion control
measures. Construction will be limited to a 40-foot wide corridor centered on the pipe
installation and all excavated material will be stockpiled within the upland areas of.these
limits. All stockpile areas will require proper sedimentation and erosion control measures,
primarily from the use of silt fence containment. Construction methods used-for this project
will primarily be via the open-trench method utilizing medium-duty excavation equipment.
This method is efficient and minimizes the excavation required for pipe installation. A
resident construction observer will be on-site at all times to monitor and inspect the work as it
is being performed. The sewer mains will be tested for leaks and sanitized prior to
Q:\0494\0017\40\CAMANarrative.doc
6
acceptance and approval by the engineer. The excavated trench will be backfiilled to original
grade and restored to pre-construction condition at the end of each day's operation.
A planting restoration plan has been designed as an integral part of the project and is
included in the construction plans. This plan includes approved plant species, spacing and
seasonal options for particular species.
It should be noted that of the approximately 139,000 linearfeet of sewer mains proposed for
this project, only 12,000+/- linear feet will be installed within the mean high water buffer
areas. Additionally, three of the six sewer pumping stations will be installed within the
boundary.
900-Year Flood Protection
The 100-year flood elevation in the Middle Sound area is 11 feet MS.L. The sewer mains
and pump stations have been designed to eliminate discharges, spills or contamination that
could result from the 100-year storm event.
Sewer Manholes - The top rim elevation of all manholes proposed for this project have
been set at an elevation of 1 foot above the 100-year flood elevation
of 11 feet MSL whenever feasible. In areas where this is notfeasible,
the manhole rims have been designed with water-tight, sealed rims
and covers.
Pump Stations - The top elevations of the proposed sewer pumping stations have.been
designed at an elevation 1 foot higher than `the 100-year flood
elevation of 11 feet MSL. Additionally, electrical structures and all
other appurtenances have been designed at the same elevation.
Protection from Power Outages
A main focus of this project was to ensure that the six pump stations proposed for this
project were supplied with a standby power supply in the event of a power outage. To
Q: \0494\0017\40\CAMANarrative.doc
7
accomplish this, each station has been designed with a dedicated, on-site generator and
automatic power transfer switch. Each generator shall also be supplied with a fuel tank
capable of providing 72 hours of continuous run time.
Additionally, each pump station will have dedicated telemetry. This will provide instant
notification to the New Hanover County Utilities Department of any problems that may arise
at the station (power outages, pump failures, alarms, etc.), so that immediate attention may
be given to alleviating potential problems.
Protection of Human Health
Heavy development in the project area has resulted in a large number of private individual
septic tanks being utilized for waste disposal. The residential growth expected for the area
will most likely lead to the continued proliferation of septic tank disposal systems. Coupled
with the fact that most of the septic tank owners also utilize private individual wells for
drinking water supply, this creates a potential threat to human health.. The failure of septic
tanks could lead to contamination of private wells, ground water and nearby surface waters.
The primary benefit of this project is that it will eliminate this potential threat to human health
by eliminating the need for private septic tank disposal systems.
VI. PERMITTING
At the time of this writing, the Middle Sound Regional Wastewater Facilities project is under
review (or has been approved) by the following agencies:
NCDENR - Division of Water Quality.- Non-Discharge Section Approved
NCDENR - Division of Land Quality- Erosion Control Approved
NCDENR - Division of Water Quality - Storm Water Management Approved
• NCDOT - Right-of-Way Encroachment Agreement Pending
Q:\0494\0017440\CAMANarzative.doc
8
VI1. SUMMARY
The Middle Sound Regional Wastewater Facilities Improvements project will provide current
and future residents of the area with a public sanitary sewer system. This project will
eliminate the need for private individual septic tanks as well as the potential threat to human
health and the environment that may arise from failure of these septic tanks.
The design of this public sanitary sewer system includes numerous safeguards against
potential damage to the surrounding environment. These safeguards are summarized as
follows:
Sewer Manholes - The top elevations of all manholes are either 1 foot above the
100-year flood elevation of 11 feet MSL, or have been designed
with water-tight covers.
Pump Stations - Pump stations have been designed to be 1 foot above the 100-year
flood elevation. Each station will be equipped with dedicated
standby generators, automatic transfer switches and telemetry.
Erosion Control - An erosion control plan has been designed for the project and
will be implemented during construction.
Wetlands - Impacts to wetlands have been avoided when feasible. In
areas where wetlands must be traversed, clearing-has been limited
to a. maximum 40-foot wide corridor. No excavation or spoil
material will be stockpiled in wetland areas.
QA0494\0017140\CAMANarrative.doc
9
Proposed Sanitary Sewer Main
Proposed Manhole

w Q a fl a a a a OP
Proposed 30' Utility Easement-
Maximum Construction Limits

Contractor to provide restoration plantings
for entire disturbed area in accordance as
detailed below. Note that contractor shall
coordinate all planting selections and spacings
with engineer prior to planting.
3 Q a n o n a 0 an at
- - - - - - - - - - - - - - - - -
Spacing varies - See planting
specifications below
Along the edges of the tidal marsh where the elevation is higher, shrubs such as myrtle, groundsel bush,
and marsh elder will be planted at a 5' spacing. From this marsh edge, three herbaceous marsh species will
be planted on a 2' spacing. Culms of saw grass, giant cordgrass, and black needlerush will be planted in
elevation bands, with saw grass in the highest elevation, followed by a band of giant cordgrass, and finally
black needlerush in the lowest elevation.
The optimal time to plant these species is in the dormant season, which is late winter to early
spring (January-March). However, the herbaceous species can likely be planted up until mid - May.
Table 1. `Species to be planted at Middle Sound LoOD.*
Scientific Name Common Name Spacing
Myrica cerifera
Baccharis halimifolia
Iva frutescens Wax myrtle
Groundsel Bush
Marsh elder 5'
(along edges of
marsh)
Spartina cynosuroides Giant cordgrass 2'
Cladium jamaicense Saw grass 2'
Juncus romerianus Black needlerush 2'
MIDDLE SOUND REGIONAL `WASTEWATER FACILITIES
NEW HANOVER COUNTY, NC
PLANTING :RESTORATION `:PLAN AND SPECIFICATION
Not to Scale
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
Mr. Wyatt E. Blanchard
New Hanover County
414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
IVECE, Vt i
©C T-2 7 Inan

October 25, 2000
s
A?,
NCDENii
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit Error SW8 000645
New Hanover County Middle Sound
Regional Wastewater Facility
Stormwater Project No. SW8 000711
New Hanover County
This letter is to inform you that an error has been made on the State Stormwater Permit for the New Hanover County
Middle Sound Regional Wastewater Facility. The permit was issued to you with the project number SW8 D00645.
This number is incorrect. The correct project number is SW8 000711. A new permit has been issued with the
correct number. Please replace your existing permit with the permit attached.
I apologize for any inconvenience. If you have any questions concerning this matter, please do not hesitate to call
me at (910)-395-3900.
Sincerely,
RSS1nml:
cc:. Noelle Lutheran
Irt?"r ahri -
Tony Roberts
Beth Easley
Central Files
Wilmington Regional Office
Noelle Lutheran
Environmental Technician

DEC 2 7 20? D
DIVISION OF
COASTAL MANAGEMENT
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
V17ilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
A14UP WIVIA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 29, 2000
Mr. Wyatt E. Blanchard
New Hanover County
-414 Chestnut Street
Wilmington, NC 28401
Dear Mr. Blanchard:
Subject: Permit No. SW8 000711
NewHanoverCountyMiddle Sound Regional WastewaterFaciIities
General Permit Stormwater-Utility Line
New Hanover County
The Wilmington Regional Office received a complete StormwaterManagementPermitApplication forNew Hanover County
Middle Sound Regional Wastewater Facilities onAugust21,2000. Staffreviewoftheplans andspecifications hasdetermined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 211.1000. We are
forwarding Permit No. SW8 000711 dated August 29, 2000, for the construction of New Hanover County Middle Sound
Regional Wastewater Facilities.
This permit shall be effective from the date of issuance until rescinded and shall be subject-to the conditions and limitations as
specified therein.
lfanyparts,requirements, orlimitations contained in thispermitare unacceptable, you have the righttorequestan adjudicatory
hearing upon writt en request within thirty (30) days following receipt of this permit. This request must be in the form of a
written petition, conformingto Chapter 150B oftheNorth Carolina General Statutes,'andfiled with the Office ofAdministrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall befinal and binding.
Ifyou have any questions, orneed additional information concerningthis matter, please contact eitherme or Noelle Lutheran
at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/nml: S:\WQS\STORMWATIPBRMIT\00071.1.JUL
cc: Tony Boahn
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Noelle Lutheran
Wilmington Regional Office
Central Files

DEC 2 7 ??
C}IVI MAN OFME?T
COp,STAL
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
ent Systems
State StormwZr QNo
pppW
STATE OF NORTH CAROLINA o rL w
0
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE ? zO z
DIVISION OF WATER QUALITY U 4 <
0 ? J
STATE STORMWATER MANAGEMENT PERMIT . n
GENERAL PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes ofNorth Carolina as amended, and
other applicable Laws, -Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
New Hanover County
New Hanover County Middle Sound Regional Wastewater Facilities
FOR THE
construction of utility lines in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
""stormwater rules ") and-the approved stormwater management plans and specifications, and other supporting data,
as attached and on file with and approved by the Division of Water Quality and considered a part of this permit for
New Hanover County Middle.Sound Regional Wastewater Facilities.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
I. DESIGN STANDARDS
1. This permit covers the construction of utility lines only.
2. Runofffrom any proposed buildings and driveways associated with the utility project will be diverted away
from surface waters. All runoff must sheet flow through vegetated areas, and no piped discharges are
allowed.
3. The approved Erosion Control plan will be followed.
4. Approved plans and specifications for projects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
5. Projects covered by this permit will maintain a minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action. Employer 50% recycled/10% post-consumer oaner
State Stormwater Management Systems
Permit No. SW8 000711
II. SCHEDULE OF COMPLIANCE
I . The permittee shall at all times provide adequate erosion control measures in conformance with the approved
Erosion Control Plan.
2. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
3. The permittee shall submit to the Director and shall have received approval for revised plans, specifications,
and calculations prior to construction for the following items:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign of, addition to or deletion of the approved amount of built-upon area, regardless of size.
e. Further subdivision of the project area
f. Alteration of the proposed drainage.
4. The Director may determine that other revisions to the project should require a modification to the permit.
5. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
6. No stormwater piping in addition to the existing piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
III. GENERAL CONDITIONS
1. Failure to.abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division of Water Quality, in accordance with North Carolina General :Statutes
143215.6A to 1423-215.6C.
2. The permit issued shall continue.in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance ofthis permit does notprobibit the Director fromreopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules, andregulations contained
in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
D
DEC .2.7.2000
DIVISION OF
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone 910-395 A ?91 AgEME NT
An Equal Opportunity Affirmative Action. Employer 50% recycled/10% post-consumer paper
State Stormwater Management Systems
Permit No. SW8 000711
5. The permit is not transferable to any person except after notice to and approval by the Director. The Director
s may require modification or revocation and reissuance of the permit to change the name and incorporate such
other requirements as may be necessary. A formal permit request must be submitted to the Division of Water
I Quality accompanied by the appropriate fee, documentation from both parties involved, and other supporting
j materials as may be appropriate. The approval of this request will be considered on its merits, and may or
may not be approved.
i 6. The issuance of thispdrmit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state and federal)
which have jurisdiction.
7. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting the
project.
i
Permit issued this the 29th day of August, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000711
ECENE
D
DEC 2:7.2000
DIVISION OF
COASTAL MANAGEMENT
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% reeveler[/Ino/...,..+ .._-- -
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
August 29, 2000
Mr. Wyatt E. Blanchard
New Hanover County
414 Chestnut Street
Wilmington, NC 28401
A 4 "*A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 000645
NewHanoverCountyMiddle SoundRegional WastewaterFacilities
General Permit Stormwater-Utility Line
New Hanover County
Dear Mr. Blanchard:
The Wilmington Regional Office received a complete Stormwater ManagementPermit Application forNew Hanover County
Middle Sound Regional Wastewater Facilities onAugust21,2000. Staffreviewoftheplans andspecificationshasdetermined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H .1000. We are
forwarding'Permit No. SW8 000645 dated August 29, 2000, for the construction of New Hanover County Middle Sound
Regional Wastewater Facilities.
This permit shall be effective from the date of issuance until rescinded and shall be subject tothe conditions and limitations as
specified therein.
Hanyparts,requirements, or limitations contained in this permit are unacceptable; you havethe=ightto request an'adjudicatory
.hearing upon written request within thirty(30) days following receipt of this permit. This request must be in the form of a
written petition, conforminato Chapter 150B ofthe North Carolina General Statutes, and filed with the Office ofAdministrative
Hearings,P.O. Drawer27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be fmaland binding.
Ifyou have any questions, or need additional information concerning this matter, please contact either me or Noelle Lutheran
.at (910).395-3900.
Sincerely,
Zf
i /Rick- Shiver
? Water Quality Regional Supervisor
RSS/nml: S:\W S\ST?QRMWATIPERMl \000645.JUL
cc: , oa
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Noelle Lutheran
Wilmington Regional Office
Central.Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405
An Equal Opportunity Affirmative Action Employer
DEC r 7 2000
DIVISION OF.
.OASTAL MANAGEMENT
Telephone [phone] FAX [phone]
50% recycled/10% post-consumer paper
State Stormwater Management Systems
Permit No. SW8 000645
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
GENERAL PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
New Hanover County
New Hanover County Middle Sound Regional Wastewater Facilities
FOR THE
construction of utility lines in compliance with the provisions of 15A NCAC 2H.1 ooo (hereafterreferred to as the
"stormwater rules ") and the approved stormwater management plans and.specifications, and other supporting data
as attached and on file with and approved by the Division of Water Quality and considered apart of this permit for
New Hanover County Middle Sound Regional Wastewater Facilities.
The Permit shall be effective from the date of issuance until rescinded and shall be sub'ect to.. a
conditions and limitations: specific
I. DESIGN STANDARDS
DEC -.7 2000
1. This permit covers the construction of utility lines only.
DIVISION OF
2. Runoff from anyproposed buildings and driveways associated e Me E die
sec a verted away
from surface waters. All runoff must sheet flow through vegetated areas, and no piped discharges are
allowed.
3. The approved-Erosion Control plan will be followed.
-4. Approved plans and specifications for prof ects covered by this permit are incorporated by reference and are
enforceable parts of the permit.
5. Projects covered by this permit will maintain a-minimum 30 foot wide vegetative buffer between all
impervious areas and surface waters.
State Stormwater Management Systems
Permit No. SW8 000645
H. SCHEDULE OF COMPLIANCE
1. The permittee shall at all times provide adequate erosion control measures in conformance with the approved
Erosion Control Plan.
i
2. The permittee shall submit all information requested by the Director or his representative within the time
frame specified in the written information request.
3. Thepermittee shall submit to the Director and shall have received approval forrevised plans, specifications,
. and calculations prior to construction for the following items:
It Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign of, addition to or deletion of the approved amount of built-upon area, regardless of size.
e. Further subdivision of the project area.
f Alteration of the proposed drainage.
4. The Director may determine that other revisions to the project should require a modification to the permit. .
5. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, thepermittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies ofrevised plans and certification in writing to the Director thatthe changes have beenmade.
6. No stormwater piping in addition to the existing piping shall be allowed except:
a. That minimum amount necessary to direct runoff beneath an impervious surface such as a road.
b. That minimum amount needed under driveways to provide access.
III. GENERAL CONDMONS
•' 1. Failure to. abide bythe conditions andlimitations contained in this permit may subject the Permittee to an
enforcement-action bytheDivision -of Water Quality, in accordance with North Carolina. General Statutes
143 215.6Ato 143-215.6C.
}
2. _ The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance, or termination does not stay any permit condition.
4. The issuance ofthis permit does not prohibit the Director from reopening andmodifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations contained
in Title 15A of the North Carolina. Administrative Code, Subchapter.2H.1000; and North Caro i neral
Statute .143-215.1 et. al. jug
?? ?- ? I.2000
.?r)IC?i?"1 ' lJi"
State StormwaPertermManagementSW8
it Systems000645
No.
5. The permit is not transferable to any person except after notice to and approval by the Director. The Director
may require modification or revocation and reissuance of the permit to change the name and incorporate such
other requirements as may be necessary. A formal permit request must be submitted to the Division of Water
Quality accompanied bythe appropriate fee, documentation from bothparties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits, and may or
may not be approved.
6. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state and federal)
which have jurisdiction-
7. The permittee grants permission to DENR Staff to enter the property for the purpose of inspecting the
project.
Permit issued this the 29th day of August, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ke r T. Stevens, Director
}division of Water Quality
By Authority of the Environmental Management Commissi
a On
Permit Number SW8 000645
DEC 2 200
UNOSION GEMEN?
O0AS"TAt-
MAN
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
New Hanover County
2. Print Owner/Signing Official's name and tide (person legally responsible for facility and compliance):
II1. _ 11 r_ .2?____ 1 n s -
3. Mailing Address for person listed in item 2 above:
414 Chestnut Street
City: Wilminqton State: NC Zip: 28401
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name-should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
New-Hanover County Middle Sound Regional Wastewater Facilities Improvements
5. Location of Project (street address):
Middle_ Sound Loop Road (See Attached Plans)
City._Wilmmgton County: New Hanover
6. Directions to project (from nearest major intersection):
From US 17 Market Street and SR 1402 Middle Sound Loo Road approximately % mile east
On SR 1403
7. Latitude: 34°01'15" Longitude: 77°47'30" of project
8. Contact person who can answer questions about the project:
Name: _ Anthony W. Boahn P.E -Telephone Number [phone]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal
FORM SWU-101 Version 3.99 Page 1 of 4
Modification
Icy
DEC') 7 2000
DIVISION OF
COASTAL MANAGEMENT
ti
= 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one);
Low Density High Density Redevelop X General Permit Other
4. Additional Project Requirements (check applicable blanks):
X CAMA Major X Sedimentation/Erosion Control X 404/401 NPDES Stonnwater
Information on required permits can be obtained by contacting the Customer Service Center at.
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one
to two pages) -describing stonnwater management for the project.
Storm water will be drained via sheet flow and will be directed to existing natural drainage features.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 1.51 acres. 4. Project Built Upon Area: 81.5%
5. How many drainage basins does the project have? 6
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below:
(See.Attachment A for additional drainage basin information.)
Buckeye Rd. Pump
B n3nfo nafton _ Dramage.are
Receiving Stream Name Pages Creel
Receiving Stream Class SA
Drainage Area 0.40 Acres
Existing Impervious* Area 0 Acres
Proposed Impervious* Area 0.12 Acres
% Impervious*.Area (total) 30%

Imp _
erviou *.: 5uiface ea" -
On-site Buildings - _:`E?ram49 - -Axe J

0.02 Acres -D.

0.01 Acres
On-site Streets 0.04 Acres 0.06 Acres
On-site Parking 0.06 Acres 0.21 Acres
On-site Sidewalks 0 Acres 0 Acres
Other on-site 0 Acres 0 Acres
Off-site 0. Acres
0 Acres
Total: 0.12 Acres -.?
'kTmnaniroic o? *n rln9- 4 _
..._. r.... ?, ,....,???.?.?.«.?s, u? JW
zYXrt ? Da Parking
areas, sidewalks, gravel areas, etc.
FORM SWU-101 Version 3.99 Paget of4 aEC '72000
DIVISION OF
COASTAL MANAGEMENT
ADDITIONAL DRAINAGE BASINS
Pages Creek. Pump Station Dennis Drive Pump Station
Basin Information . Drainage Area 3 ..... Drainage.Area :4
Receiving Stream Name Pages Creek Pages Creek
Receiving Stream Class SA
SA
Drainage Area 0.19 Acres 0.08 Acres
Existing Impervious* Area 0 Acres 0 Acres
Proposed Impervious* Area 0.19 Acres 0.08 Acres
% Impervious* Area (total) 100% 10Q%
Impervious* :Surface Area: ; Drainage Area3
Drainage Area 4
On-site Buildings 0.01 Acres
0.01 Acres
On-site Streets . 0.09 Acres 0 Acres
On-site Parking 0.09 Acres 0.07 Acres
On-site Sidewalks 0 Acres 0 Acres
Other on-site 0 Acres 0 Acres
Off-site 0 Acres
0 Acres
Tom 0.19 Acres 0.08 Acres
*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
Stoney Brook Pump Station Falcon Pointe Pump Station
.Basinjnformation
Dsainage Area:. - ; -
Drainageiea fi
Receiving Stream Name Middle Sound
Howe Creek
Receiving Stream Class SA-ORW SA -0RW
Drainage Area 0.45.Acres 0.11 Acres
Existing Impervious* Area 0 Acres 0 Acres
Proposed Impervious* Area 0.45 Acres 0.11 Acres
u/b Impervious* Area (total) 100% 100%
ervious* ui i ' Area
DrainageArea 3 '_ Drainage ATeaG
On-site Buildings 0.01 Acres 0.01 Acres
On-site Streets 0.32 Acres 0 Acres
On-site Parking 0.12 Acres 0.10 Acres
On-site Sidewalks O.Acres O Acres
Other on-site 0 Acres O Acres
Ofd site O Acres
0 Acres
Total: 0.45 Acres 0.11 Acres
`*Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
Q
DEC 2 7 2000
DIVISION OF
FORM SWU-101 Version 3.99 Addition 1 ^OASTAL MANAGEMENT
7. How was the off-site impervious area listed above derived? N/A - There are no off-site ;m-y- S
uareas for this roiect.
N. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built-upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management
permit number as issued by the Division of Water Q
covenants may not be changed or deleted without the consent of the State. Quality. These
2. No more than square feet of any lot shall be covered by structures or impervious
materials. Impervious materials include asphalt, gravel, concrete, brick; stone, slate or similar material but
do not include. wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction.
5. All permitted runo f from outparcels or future development shall be directed into the permitted stormwater
control system. These connections to the stormwater control system shall be performed in a. manner that
maintains the integrity and performance of the system as permitted.
By your signature below, you certify that the recorded. deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
clairriing under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. :SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form .SWU-102
Form-SWU-103
Form SW-104
Form SWU-105
Form SWU-106
Form SVVU-107
Form SVVU-108
Fora SW-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off-Site System Supplement _
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
FORM SWU-101 Version 3.99 Page 3 of 4
scsiv
D ?,
DEC 2. 20
VNIISION O MeNT
MANAG
s.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form - Initials
• One copy of the applicable Supplemental Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
Two copies of plans and specifications, including:
Development / Project name
Engineer and firm
Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property / project boundary
Location map with names streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
Drainage basins delineated
Vegetated buffers (where required).
VIL AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they map provide information on
your behalf, please complete this section.
Designated .agent (individual or firm): McKim & Creed P.A.
Mailing Address: -5625 Dillard Drive Suite 117
City: Cary State: NC :Zip: 27511
Phone: [phone] Fax: (919) 233=8031
VIII. APPLICANT'S CERTMCATION
I, (print or type name ofperson listed in General Information, item 2)_ Wyatt E. Blanchard
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans,-that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature ,. _J .D. -
ate: I., Z
FORM -SWU-`101 Version.3.99
Page 4 of 4 DEC 2 7 2000
DIVISION OF
n rAi nAOwAGEMENT
D_?iartment of Environment
and Natural Resources
Wfmington Regional Office
Division of Land Resources
Land Quality Section
James B. Hunt, Jr., Governor
Bill Holman, Secretary
RECEI yk L,
??? 1 Q ?'tj00
August 8, 2000
LETTER OF APPROVAL
County of New Hanover
Mr. Wyatt E. Blanchard,
414 Chestnut Street
Wilmington, NC 28401
County Engineer
Ir?-n
.?.w
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ECEIVE?__
DEC 2:7 2000
. OF
COASTAL lM NA
GEME
NT
Project Name: New Hanover Co.. Middle Sound Reg. WWF
Project No.: NH-01009
Location: Ogden - New Hanover County
River Basin: Cape Fear
Submitted by: McKim and Creed
Date Received: July 20, 2000
New Submittal
Dear Mr. Blanchard:
This office has reviewed the subject sedimentation and erosion control plan. We find the plan to
be acceptable and hereby-issue this Letter of Approval. The enclosed Certificate of Approval must be
posted at the job site. This plan approval shall expire three (3) years following the date of approval, if no
land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B.0029.
Please be advised that Title 15A, of the North Carolina Administrative Code, 4B.001 8(a) requires
that a copy of the approved plan be on file at the job site. Also, you should consider this letter to give
the Notice required by GS 113A-61(a) approved plan. The last page(s) which lists approval comments
should be copied and attached to the sedimentation and erosion control plan that is maintained on site.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring
protection of the natural resources and adjoining properties. If, following the commencement of this
'project, it is determined that the erosion and sedimentation control plan is inadequate to -meet the
requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General `Statute '113A-
51 thru 66), this office may require revisions to the plan and its implementation to insure compliance with
the Act.
Acceptance and approval of this plan is conditioned upon your compliance with federal and state
water quality laws, regulations, and rules. In particular, if wetlands are effected bythis land disturbing
activity, -the provisions of the Clean Water Act as mandated by the Environmental Protection. Agency
must be adhered to. In addition, local city or county ordinances or rules may also applyto-this land-
disturbin6 activity. This approval does not supersede any other permit or approval.
127 Cardinal Drive Extension, Wilmington, N.C. -28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer
A -,,ust 8, 2000
Page Two
i
Please be aware that if five acres are to be disturbed by this project, you will be covered by the
enclosed general storm water permit NCGO1000 (Construction Activities). You should first become
familiar with all of the requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form which you provided . You are requested to file an amended form if there
is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project.
We look forward to working with you on this project. If you have any questions, please contact
our office.
Sincerely,

Carol N. Miller, CPESC
Acting Regional Engineer
CNM/dbd
cc: Tony Boahn, PE, Project Engineer, McKim and Creed
W iRO-LQS
i
O?tG?`
0 QG
O?PN,
P?
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127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 * Telephone [phone] * Fax [phone]
An Equal Opportunity Affirmative Action Employer
R Y of 2
APPROVAL COMMENTS AND CONDITIONS
PROJECT NAME: New Hanover Co. Middle Sound Regional WWF
PROJECT NUMBER: NH-01009
LOCATION: Ogden- New Hanover County
RIVER BASIN: Cape Fear '
SUBMITTED BY: McKim and Creed
DATE RECEIVED: July 20, 2000
1. This plan approval shall expire three (3) years following the date of approval, if no land disturbing activity
has been undertaken, as is required by Title 15A NCAC 413.0029.
2. The developer is responsible for the control of sediment on-site. If the approved erosion measures prove
insufficient, the developer must take those additional steps necessary to stop erosion from leaving this site.
Each sediment storage device must be inspected after each storm event. Maintenance and/or clean out
is necessary anytime the device is at 50% capacity.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the proposed
development unless otherwise noted. The removal of vegetation within any existing ditch or channel is
prohibited unless the ditch or channel is to be regraded with side slopes of 2 horizontal to 1 vertical or less
steep. Bank slopes may be mowed, but stripping of vegetation is considered new earth work and is subject
to the same erosion control requirements as new ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project prior to the commencement of this land disturbing activity. This could include agencies such
as the Division of Water Quality's stormwater regulations, their enforcement requirements within Section
401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U. S. Army Corps of
Engineers jurisdiction of the Clean Water Act, local County or Municipalities' ordinances, or others that may
.be required.'This approval cannot supersede any other permit or approval; however, in the case of a Cease
andDesist-Order from the Corp of Engineers, that Order would only apply to wetland areas. All highland
would still have to`be in compliance with the N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the developer
is responsible for compliance with the requirements of the Division of Water Quality or the Corps of
Engineers and.the Environmental Protection Agency (EPA) respectively. Any erosion control measures that
-fall within jurisdictional wetland area must be approved by the aforementioned agencies prior to installation
of our Section must be notified of a relocation of the measures in question to the transition point between
the wetlands :and the highlands to assure that the migration of sediment will not occur. if that relocation
presents ,a problems or.contradicts any requirements of either agency, or the EPA it is the responsibility of
the-developer to inform the Land Quality Section regional office so that an adequate contingency plan can
,be made to assure sufficient erosion control remains on site. Failure to do so will be considered a violation
of this approval.
6. Any borrow material brought onto this site must be from a legally operated mine or other approved source.
A single use borrow site or an area to waste material is only permissible if it is operated under total control
of the Financially Responsible person or firm who is developing this site, is located on or adjacent to this
site, and has.been incorporated-as part of this plan.
7. Thts permit allows for a land disturbance, as called for on the application plan, not .to :exceed 92 acres.
Exceeding that acreage will.be a violation of this permit and would require a revised plan and additional
application fee. Any addition in impervious surface, over that already noted on the approved plan, would
also require a revised plan to verify the appropriateness of the ero ' c r water
retention measures. "vim
DEC 2 7 .2000
niviSlON OF
F Je' 2 of 2
8. 1 The North Carolina Sedimentation Pollution Control Act now mandates a shortened time frame in which to
reestablish vegetative groundcover. Slopes (including cuts, fills, and ditch banks) left exposed will, within
15 working days or 30 calendar days (whichever is the shorter) after completion of any phase of grading,
be planted or otherwise provided with groundcover sufficient to perma n ently. restrain erosion.
ECEIVE
D
DEC 2,72000D
DIVISION OF
one ?T??_4 wNI ACEMENT
i
w?
- DEC
2 7 20O
NORTH CAROLINA
DIVISION OF
ENVIRONMENTAL MANAGEMENT COMM&a§TAL MANAGEMENT
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH ,,,
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted' February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 As applicable; and other supporting materials unless
specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection. facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system-wide collection system permit for the
operation and maintenance of these facilities or with -15A NCAC 2H.0227 as follows:
a. The sewer system shall be effectively-maintained and operated at.all times to prevent discharge
to land or surface waters, and any contravention of the groundwater standards in 15A NCAC
2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1; 2004 and shall be actively
maintained.
c. An operation=and maintenance plan shall be.developed and implemented.
d. :Pump stations that are not connected to .a telemetry system shall be inspected at least three
times per week until July 1, 2000; thereafter, pump stations shall be inspected at least daily, as
defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations shall be
inspected every day. Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High-priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the .entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained-for a period of at least three years.
h. Overflows and :bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General. Statute §143-215.1C.
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
12. This permit shall be for the construction of the wastewater collection facilities only. No flow shall
be made tributary to the subject facilities until permit modification application is submitted tNyith
the appropriate fee), a modified permit is issued, and the Engineer's Certification is received and
approved by the Division.
Permit issued thi ?#ie twenty-eighth day of August, 2000
'AL MANAGEMENT COMMISSION
AKerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0018725
D,
_DEC 2 7 `2000
DIVISION OF
COASTAL MANAGEMENT
3
Rate of North Carolina
.epartment of Environment
and Natural Resources
_?ivision of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T.'btevens, Director

4 ?? #

August 28, 2000
`t7? _(-(
WYATT BLANCHARD, PE, COUNTY ENGINEER
NEW HANOVER COUNTY
414 CHESTNUT STREET.
WILMINGTON, NC 27401
Subject: Permit No. WQ0018725
New Hanover County
Middle Sound Regional Wastewater
Facilities
Wastewater Collection System Extension
New Hanover County
Dear Mr. Blanchard:
In accordance with your application received July 3, 2000, we are forwarding -herewith Permit
No. WQ0018725, dated August 28, 2000, to New Hanover County for the construction of the subject
wastewater collection system extension. This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as specified therein. This cover letter
shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 2, which requires that. the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or
any individual system-wide collection system permit issued to the Permtttee. Please note Permit
Condition 12 regarding future flow allocation to the subject wastewater collection system.
Permitting of this project does not constitute an acceptance of any part of the project that does -
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's :Minimum Design Criteria
for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2,000 as -applicable,
unless specifically mentioned herein. Division approval .is based on .acceptance of the certification
provided by .a North Carolina-licensed Professional Engineer in the application. It shall -be the'
Pen-aittee's responsibility -to ensure that the as-constructed project -meets the appropriate design criteria
aid rules. Failure to comply may result in penalties in -accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or -replacement wastewater collection
facilities, and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, -and Regulations, permission is hereby granted
to New Hanover County for the construction of approximately 80,990 linear feet of 8-inch gravity sewer,
27,520 linear feet of 10-inch gravity sewer, and 9,110 linear feet of -12-inch gravity sewer, a 1,070-
gallon per minute pump station (No.l Buckeye) equipped with a hydrogen peroxide-based odor.control
system, a 390-gallon per minute pump station (No.2 Falcon Point), a 230-gallon per minute pump
station (No.3 Stoneybrook), a 200-gallon per minute pump station (No.4 Caudell), .a 180-gallon per
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer ' 50% recycled/ 10% post-consumer paper
NORTH CAROLINA DEPARTMENT OF
eENVIRONMENT AND NATURAL RE%PURCES
G

WQC #3374
UTILITY LINE BACKFILL AND BEDDING CERTIFICATION
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE
FOR CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 12 OR
REGIONAL PERMIT 198100049 (UTILITY LINE BACKFILL AND BEDDING)
AND RIPARIAN AREA PROTECTION RULES (BUFFER RULES)
This General Certification is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to the North Carolina Division of
Water Quality (DWQ) Regulations in 15A NCAC 2H, Section .0500 and 15A NCAC 2B .0200 for
the discharge of fill material to waters and wetland areas as described in 33 CFR 330 Appendix A
(B) (12) and General Permit No. 198100049 of the Corps of Engineers regulations (i.e., including
any fill activity for utility line backfill and bedding) and for the Riparian Area Protection Rules
(Buffer Rules) in 15A NCAC 2B .0200. This certification replaces Water Quality Certification
(WQC) Number 2664 issued on January 21, 1992, Water Quality Certification Number 3022
issued on September 6, 1995, Water Quality Certification (WQC) Number 3101 issued on
February 11, 1997 and Water Quality Certification Number 3288 issued on June 1, 2000. This
WQC is rescinded when the Corps of Engineers reauthorize Nationwide 12 or Regional Permit
198100049 or when deemed appropriate by the Director of the Division of Water Quality.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Conditions of Certification:
1. Activities covered by this General Certification do not require written concurrence from the
Division of Water Quality as long as they comply with all conditions of this General
Certification and the conditions of Nationwide 12 or Regional Permit 198100049 as
appropriate. If any condition in this Certification cannot be met, application to and written
concurrence from DWQ are required. Also, Condition No. 6 is applicable to all streams in
basins with riparian area protection rules;
2. In accordance with North Carolina General Statute Section 143-215.3D(e), any request
for written concurrence for a 401 Water Quality Certification must include the appropriate
fee. If a project also requires a CAMA Permit, one payment to both agencies shall be
submitted and will be the higher of the two fees;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation may be required for
stream and/or wetland impacts. Streamside buffer mitigation may be required for any
project with Buffer Rules in effect at the time of application for buffer impacts resulting
from activities classified as "allowable with mitigation" within the "Table of Uses" section of
the Buffer Rules or require a variance under the Buffer Rules. A determination of buffer,
wetland and stream mitigation requirements shall be made by DWQ for any Certification
involving written concurrences including those for relevant Buffer Rules;
4. The edge of the construction corridor shall not be installed parallel to and closer than 10
feet (3 meters) to a stream and 25 feet in waters classified as HQW. Utility lines shall not
cross a stream channel at other than a near-perpendicular direction (i.e., stream channel
crossings shall not be at an angle of less than 75 degrees or more than 105 degrees to
the stream bank);
WQC #3374
5. Any wastewater line that crosses any stream shown on the most recent version of the
1:24,000 USGS topographic map or NRCS (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 banks. Otherwise, written concurrence from DWQ
is required;
6. Impacts to any stream length in the Neuse, Tar-Pamlico, Randleman and Catawba River
Basins (or any other river basins with Buffer Rules in effect at the time of application)
requires written concurrence from DWQ in accordance with 15A NCAC 2B.0233,.0259,
.0250 and .0243. Activities listed as "exempt" from these rules do not need to apply for
written concurrence under this Certification. New development activities located in the
protected 50-foot wide riparian areas (whether jurisdictional wetlands or not) within the
Neuse, Tar-Pamlico and Randleman River Basins shall be limited to "uses" identified
within and constructed in accordance with 15A NCAC 2B .0233-0259-0250 and.0243.
All new development shall be located, designed, constructed, and maintained to have
minimal disturbance to protect water quality to the maximum extent practicable through
the use of best management practices;
7. Measures shall betaken to prevent live or fresh concrete from coming into contact with
waters of the state until the concrete has hardened;
8. Herbicides can be applied in wetlands or other waters only when applied by a certified
applicator, and in strict accordance with product labeling;
9. Placement of rip rap is restricted to the stream bottom and banks directly impacted by the
placement of the utility line. Rip rap may only be used below the normal high water level.
The stream cross section must be restored to its original grade and elevation. Placement
of rip rap or other materials shall not result in de-stabilization of the stream bed or banks
upstream of downstream of the crossing;
10. That appropriate sediment and erosion control practices which equal or exceed those
outlined in the most recent version of the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" whichever is
more appropriate (available from the Division of Land Resources (DLR) in the DENR
Regional or Central Offices) shall be in full compliance with all specifications governing
the proper design, installation and operation and maintenance of such Best Management
Practices in order to assure compliance with the appropriate turbidity water quality
standard;
11. All sediment and erosion control measures placed in wetlands or waters shall be
removed and the original grade restored within two months after the Division of Land
Resources has released the project;
12. Annual native species suitable for wet locations shall be planted and established within
jurisdictional wetlands for soil and erosion control. Perennials such as fescue are
prohibited;
13. No fertilizer shall be applied within 10 feet (3 meters) of streams. Any fertilizer application
must comply with all other Federal, State and Local regulations;
14. The construction corridor (including access roads and stockpiling of materials) is limited to
40 feet (12.2 meters) in width in wetlands and across stream channels and must be
minimized to the maximum extent practicable;
WQC #3374
15. Permanent, maintained access corridors shall be restricted to the minimum width
practicable and shall not exceed 10 feet (3 meters) in width except at manhole locations.
A 10 feet (3 meters) by 10 feet (3 meters) perpendicular vehicle turnaround must be
spaced at least 500 feet (152.4 meters) apart. Written concurrence is required if the
maintenance corridor is greater than 10 feet (3 meters) wide except that a maintenance
corridor larger than ten feet is acceptable for gas pipelines as long as mitigation is
provided for additional wetland fills to the maintenance corridor beyond those widths
specified in this General Certification;
16. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland
boundary and every 150 feet (45.7 meters) up the gradient until the utility exits the
wetland for buried utility lines. Anti-seep collars may be constructed with class B
concrete, compacted clay, PVC pipe, or metal collars. Wetland crossings that are
directionally drilled, and perpendicular wetland crossings that are open cut and less than
150 feet (45.7 meters) long do not require anti-seep collars. The compacted clay shall
have a specific discharge of 1 X 10- 5 cm/sec or less. A section and plan view diagram is
attached for the anti-seep collars;
The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
c) Maximum water-cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
17. This General Certification does not authorize any permanent changes in pre-construction
elevation contours in waters or wetlands or stream dimension, pattern or profile. The
permittee will have a specific plan for restoring wetland contours. Any excess material
will be removed to a high ground disposal area;
18. If an environmental document is required, this Certification is not valid until a Finding of
No Significant Impact (FONSI) or Record of Decision (ROD) is issued by the State
Clearinghouse;
19. Stormwater management will not be required for this Certification as long as all other
Conditions are met. However, in the twenty coastal counties, the appropriate DWQ
Regional Office must be contacted to determine if Coastal Stormwater Regulations still
apply;
20. Compensatory mitigation (i.e., restoration, creation or preservation) for wetland losses will
not be required for this Certification if written concurrence is not needed;
21. Payment of a dollar per acre figure into the Wetland Restoration Program for these
impacts is acceptable when compensatory mitigation is required as long as the Wetlands
Restoration Program agrees in writing to accept this payment. Other mitigation plans
must receive written DWQ concurrence;
22. This Certification does not relieve the applicant of the responsibility to obtain all other
required Federal, State or local approvals;
23. Additional site-specific conditions may be added to projects for which written concurrence
is required or requested under this Certification in order to ensure compliance with all
applicable water quality and effluent standards;
WQC #3374
24. Concurrence from DWQ that this Certification applies to an individual project shall expire
three years from the date of the cover letter from DWQ or on the same day as the
expiration date of the corresponding Nationwide Permit 12 or Regional Permit 198100049
whichever is sooner;
25. When written concurrence is required, the applicant is required to use the most recent
version of the Certification of Completion form to notify DWQ when all work included in the
401 Certification has been completed.
Non-compliance with or violation of the conditions herein set forth by a specific fill project
may result in revocation of this Certification for the project and may also result in criminal and/or
civil penalties.
The Director of the North Carolina Division of Water Quality may require submission of a
formal application for individual certification for any project in this category of activity that requires
written concurrence under this certification, if it is determined that the project is likely to have a
significant adverse effect upon water quality or degrade the waters so that existing uses of the
wetland or downstream waters are precluded.
Public hearings may be held for specific applications or group of applications prior to a -
certification decision if deemed in the public's best interest by the Director of the North Carolina
Division of Water Quality.
Effective date: 18 March 2002
DIVISION OF WATER QUALITY
By
Gregory J. Thorpe, Ph.D.
Acting Director
WQC # 3374
ti
WQC #3374
ANTI -SEEP cOLLAR

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GENERAL CONSTRUCTION NOTES ' t ' ° ~ ~°bw. % ~ ~ % .F PUMP STA TION SITE
a~ I. ALL UNDERGROUND UTILITIES ARE APPROXIMATE LOCATION. CONTRACTOR TO VERIFY SIZE / . ' ~s~ ~~aE i <
DEPTH LOCATION AND MATERIAL OF ALL EXISTING UTILITIES PRIOR TO THE START OF ~ ~ 3 ~
CONST UCTION. CONTRACTOR SHALL CONTACT `NO-CUTS' MIN. 48 HOURS PRIOR TO THE START OF CONSTRUCTION (I-800-632-494q). t 1 µ A ~`a, o h~ y 5 ''j ~ i'
I t, ~a. ~ ~ SHEET BLOCK
CO 2. NTRACTOR SHALL COMPLY WITH APPROVED N.C,D.O.T. ENROACHMENT AGREEMENTS ~ ! ' y WITH ~ ~ ~ ~
WHILE WORKING WITHIN THE N.C.D.O.T. RIGHT-OF-WAY. ~ € , ~ ~ w PAGE NUMBER `w:
P9~ 3. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF ,r°. p ~ ~`'w.
CONSTRUCTION. °
xs ~,.r 4. ACCESS TO EACH RESIDENCE AND BUSINESS SHALL BE MAINTAINED AT ALL TIMES, r w~ .h ~
~ ~ ~ STO EY
5. LL DISTURBED AREAS SHALL BE RESEEDED WITH LIKE GRASSES IN RESIDENTIAL AREAS. ~ ~ ;~r M°'' ~ , B ~ OK P UMP STATI 0
~ ~ r 6. TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SEE S ~ E N . 0 S5 ~
e ~ 7. CONTRACTOR SHALL RESET ALL DISTURBED MAILBOXES, SIGNS, ETC, F 1,
,l `yy R 1
S. CONTRACTOR SHALL REWORK ALL GRAVEL, CONCRETE AND PAVED DRIVEWAYS ACCORDING ~ ~t,
TO THE SPECIFICATIONS. ALL CONCRETE AND PAVED DRIVEWAYS SHALL BE CUT iNITN NEAT STRAIGHT LINES, s~ p `w.
< ~ ~ \ ~ 4 ~
q. CONTRACTOR TD MINIMIZE PLACEMENT OF EXCAVATION MATERIAL ON ROAD DURING CONS'T'RUCTION. F ~ f~~ ''r t ~ ~ 500 250
ALCON P , OINTE P Co UMP STATI NTRACTOR 0 ON T COVER ASPHALT WITH SAND PRIOR TD PLACEMENT OF EXCAVATED MATERIAL ON PAVEMENT. ALL STREETS SHALL BE CLEANED DAILY. SEE H ~ ~ 0 500 1000
S EET N0. Sfi ~w. r-"`'•
lo. coNTRACro R SHALL NOTIFY APPROPRIATE PERSON AND AGENCIES TWO WEEKS PRIOR TO THE F ~ ~ J
b, BEGINNING OF CONSTRUCTION. ~ 6 SCALE . 1 - 500 ~ ~ y t'~
NEW HANOVER COUNTY ENGINEER WYATT BLANCHARD (q10-343-7139) DAN SAMS, REGIONAL LAND QUALITY DIRECTOR (q10-3q5-3800) w ~ ~ y.
F y~S A.
II. CONTRACTOR TO PLACE ALL SPOIL MATERIAL ON THE UPHILL 51DE AWAY FROM ALL ROAD 510E DITCHES, CREEKS AND WATER COURSES DURING CONSTRUCTION. ~ ~,y W j ~
12. ALL ASPHALT, CONCRETE AND GRAVEL DRIVEWAY CROSSINGS SHALL BE OPEN CUT UNLESS OTHERWISE r` Et i a,
SPECIFIED. A ~4 ~ Ip~~~
,,t r ~i y ,,k
14. ALL TRENCHING AND EXCAVATION OPERATIONS SHALL CONFORM TO OSHA STANDARD5. D.IG
CONTRACTOR TO UTILIZE TRENCH BOXES AS REQUIRED FOR PIPE LAYING OPERATIONS. MAXIMUM TRENCH WIDTH IN PAVED AREAS SHALL BE THE PIPE OUTSIDE DIAMETER PLUS 16" INCHES. ~-"T" ~ ,ey9B000BBBBQggp~©
15. ALL PVC PIPE FOR GRAVITY SEWER SHALL BE SDR-26. ALL DUCTILE IRON PIPE SHALL BE °oo ENgNEERS• PUNNERS • SURYEYDNS Project No
PROCTECTO 401-CERAMIC COATED DUCTILE IRON OR SEWPERCOAT. o CARY Ngi1N C ARgJNA 0494-0017
16. ALL PVC PIPE FOR FORCE MAIN SHALL BE SDR-21.
17. ALL ELEVATIONS SHOWN ARE MEAN SEA LEVEL. ® MW FLAMVER COUNTY Shoat Nos
IS. CONTRACTOR SHALL REMOVE AND REINSTALL ALL PLANTING AND DEVICES IN LANDSCAPED 6m NOMli CAROLNA BB Doti 0
AREAS TO FACILITATE CONSTRUCTION. oAf V ypQ o ~~~BO DVol l5CRVrM DATE 1IIOBtlVO~ p9®~ MDDLE SOUND REG A'
REVISIONS Z
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UNITARY SEWER / , , ~ ; . ; EE SI-{EET Pq2 =-f l ~ h~ ~ ; ! i ~ / i ~ t ~ ~ ! / ! ~ i ~ q r ~ s` ? ~
INUA ION ~r:- ~ / ~ ,i ; , , , OR CONT T F,M ~ h~ i ~ ~ ~ \ ~ ~ r ~ i ~ ~i''~ ,
/ 1„~ ~,f , ~~a' WHIR / ~ h i r
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3-, J SEE ' ; i ~ ~ ~ , ~ ' 4 228 46 24 ~ ~ ~ \ > a ~ , ~ ~C~
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1~ NOTE: AT NO TIME DURING CONSTRUCTION SHALL SPOIL
1`iN 03 q
OR EXCAVATED MATERIAL BE PLACED OR STORED IN WETLANDS. :TLANDS. STA. 17+2q.31
CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN UPLAND OR .AND OR ~ I;ZI 38 44
NON-WETLAND AREAS OF THE CONSTRUCTION EASEMENT.

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7+00 8+00 q+00 10+00 I I+00 12+00 13+00 5+00 6+00 NOTES:
NOV 1999
I. CONTRACTOR TO VERIFY SIZE, pEPTH MATERIAL ANO LOCATION OF ALL T, CONTRACTOR 9HAl.L REMOVE AND REINSTALL EXISTING FENCE(S) AS REQUIRED FOR I UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. AS A RESULT OF CONSTRUCTION SHALL 8E EXIST NG CONSTRUCTION. ALL FENCE(S) DAMAGED SCdK
AND REPI.ACE/REINSTALL EXISTING DRIVEWAY REPLACED WITH NEW FENCE(S) OF LIKE MATERIALS BY THE CONTRACTOR. CONTRAGT~2 2. CONTRACTOR SHALL REMOVE AND MATERIALS AS REQUIRED. 1"=50' HOR
PIPES AS REQUIRED TO INSTALL GRAVITY SEWER. SHALL FURNISH ALL LAQOR 8" & 10" PVC GRAVITY SEWER STA. 5+00 TO STA. 20+00 1"=5' VERT
3. CONTRACTOR SHALL 8E RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES 8. ALL DUCTILE IRON SNAIL 8E LINED WITH PROTECTO 401 CERAMIC LINING
AS REQUIRED TO FACILITATE CONSTRUCTION OF THE C,RAVITY SEWER. OR SEWPER COAT LINING. KAK
ING RESTORING AND/OR i i i i 4. CONTRACTOR SHALL 8E RESPONSIBLE FOR REPLAC , TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO 50 25 0 50 100 CAR / 100 00000 Q~ 7 AWB
A A ENT MARKINGS AND STREET ADDRESSES PAINTED ON D(ISTING 9• REPAINTING LL P VEM ~ ~ t e°B ~ /i ~ o~ESSf® ProfeCt Na
ri iQa t r.~ l'f"1'FI? nRl ITFQ4TFD DURING CONSTRUCTION. THE CONTRACTOR SHALL ENSURE ADEQUATE 5EWER SERVICE. . ,.F A.., ~ ~ ~ cwyumc. M ~u~r"c. ~NUCVnc
FURNISH ALL LABOR AND MATERIALS -AS REQUIRED 2- aunRO Sono, GARY, roc iisn
S- CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER HORIZONTAL : I" = 50' 501 0494-0017
COUNTY HORIZONTAL 'CONTROL POINTS' ESTROYED DURING CONSTRUCTION NOTE o o fShad Na
THAT THESE EXISTING NCONTROL POINTS ARE NOT SHOWN ON THE CONSTRUCTION PLANS. N VER . COUNTY I 2 GI 'e:
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, VERIFY AND REPLACE 5' 2.5~ 0 5' THESE 10~ 'CONTROL POINTS'. THE CONTRACTOR SHALL FURNISH ALL LA50R AND 10 ~1p'°Nj0 NOR'TH CAROLINA P87
MATERIALS AS REQUIRED. 9BIP1V1lidi MDDLE SOUND REQKONAL
6. CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURING REV N0. DESCRIPnON DATE REVISIONS Iz) WASTEWATM FACLITE3 LFROVEMENTS
CONSTRUCTION 70 tHE ORIGINAL CONDITION PRIOR 70 CONSTRUCTION. CONTRACTOR VERTICAL I" = 5' 5 5:\0494\0017\DWG\817E8Pl00.dwg
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED.

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10' AND 12" PVC GRAVITY SEWER STA. 20+00 TO STA. 22+19.49
I. CONTRACTOR TO VERIFY SIRE, DEPTH, MATERIAL AND LOCATION OF ALL 6, CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DES TROYED DURING 12" PVC GRAVITY SEWER STA. 1+00 TO STA. 8+80.24 1~°50' HOR „ 1 -5 VERT
EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. TO THE ORIGINAL CONDITION PRIOR TO CONSTRUCTI ON. CONTRACTOR 6 PVC FORCE MAIN STA. 1+00 TO STA. 8+70f
2, CONTRACTOR SHALL REMOVE AND REPLACE/REINSTALL EXISTING DRIVEWAY SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED, PIPES AS REQUIRED TO INSTALL GRAVITY SEWER, ~ KAK
. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCE(S) AS REQUIRED FOR 3, CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES ,ALL FENCES DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE ~ ~ ~ ~ `~,,g`0191111?~~~~,/ ? Chednd:
50 25 0 50 100 AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER. REPLACED WITH NEW FENCE() OF LIKE MATERIALS BY 7HE CONTRACTOR. CONTRACTOR ~ ~H CARS ~ AWB 100 ~ ~
4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, RESTORING AND/OR 514ALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. ee®o ®~y"vlUa ENGINEERS- PLANNERS. SURVEYORS rrcpcc no:
REPAINTING ALL PAVEMENT MARKINGS AND STREET ADDRESSES PAINTED ON EXISTING 8. ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING I" NOW 5625 DILLARD ROAD, CARY, NC 27511 I
CURB t GUTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR SHALL HORIZONTAL : 1 = 50i FURNISH ALL LABOR AND MATERIALS AS REQUIRED OR 5EWPER COAT LINING. 0 J 0494-0017 wt Na
S. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW 14ANOVER q. TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO -97 12 9t 0 NM HANOVER COUNTY
COUNTY HORIZONTAL "CONTROL POINTS' ESTROYED DURING CONSTRUCTION NOTE 5~ 2.5' 0 51 10~ NORTH CAROUNA
,Q ENSURE ADEQUATE SEWER SERVICE. THAT THESE EXISTING 'CONTROL POINTS, ARE NOT SHOWN ON THE CONSTRUCTION PLANS. oNy NJ. P87A
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, VERIFY AND REPLACE ERE THESE CONTROL POINTS O. THE CONTRACTOR SHALL FURNISH ALL L;&&k AND REV NO. DE9DRIP110N DAiE /'/'I]l cd~a9ar~ MDDLE SOUND REGMAL
MATERIALS AS REQUIRED. VERTICAL : 1~~ = 5' REVISIONS 2 14 o~ WASTEWATER FA 1 CII..II'ES ~IPROVEMENTS
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INSTALL WATERTIGHT, SEALED
1b+00 17+00 18+DO iq+00 20+00 21+00 22+00 23+00 24+00 MANHOLE COVER ON MN 213 MH 212 r
INSTALL ALL MANHOLES ON
NOTES: THIS SHEET FLUSH WITH
THE EXISTING GROUND
AND LOCATION OF ALL b. CONTRACTOR SHALL REBUILD AND RESTORE ALL NEADWALL5 DESTROYED DURING 1. CONTRACTOR TO VERIFY SIZE, DEPTH, MATERIAL
0 HE START OF CONSTRUCTION. CONSTRUCTION TO THE ORIGINAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR EXISTING UNDERGROUND UTILITIES PRIOR T T SHALL FURNISH ALL LABOR AND MATERIALS A5 REQUIRED. 8" PVC GRAVITY SEWER STA. 1 +00 TO STA. 4+79.43
2. CONTRACTOR SHALL REMOVE AND REPLACE/REINSTALL EXISTING DRIVEWAY 50' 25' 0 50' 100
PIPES AS REQUIRED TO INSTALL GRAVITY SEWER. 7. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCE(S) AS REQUIRED FOR
GONSTRUGTION. ALL FENCE(S) DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE 3, CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES
REPLACED WITH NEW FENCE(S) OF LIKE MATERIALS BY THE CONTRACTOR. CONTRACTOR AS REQUIRED TO FACILITATE CONSTRUCTION OF THE GRAVITY SEWER. HORIZONTAL : I" = 50'
SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. e~ 1"•50' .NOR
4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, RESTORING AND/OR AIN ON ISTIN 8, ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING ~ ~ ~ ~ 8" PVC GRAVITY SEWER STA. 16+00 TO STA. 24+59.36 i"„5' vERt
REPAINTING ALL PAVEMENT MARKINGS AND STREET ADDRESSES P TED EX G GU ~ U I E TED DURIN CONSTRUCTION. THE CONTRACTOR SHALL OR SEWPER GOAT LINING. RB G TTER OBL T RA G 5 2.5 0 5 10
FURNISH ALL LABOR AND MATERIALS A5 REQUIRED q. TERMINATION MAN+~IOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED TO KAK
5. CONTRACTOR SHALL 8E RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER ENSURE ADEQUATE SEWER SERVICE. VER ca~pS
COUNTY HORIZONTAL "CONTROL POINTS" DESTROYED DURING CONSTRUCTI(~I NOTE mo® NOaOaea~~~ ®/B V AWB a sae oa 'Y s /
u-.- .~.~.~.-rnl~ q~~~lt~~~ r~~ui~rrtl inr ?InT ~"I In1.1?I /161 7110 P/161Ct~11/"TI/1L1 OI A61C
I HAN I I tl== rXlz;o 1 lrif4 t vr,4 I RVL f'VIIV 1 HR IVV I anvrvly %AN I WIVJ 1 RVV 1 IV1v i- ee Q( ENGINEERS PLANNERS SURVEYURS
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, VERIFY AND REPLACE o CARY, NORTH CAROLINA 0494_0017 e i e i
THESE CONTROL POINTS". THE CONTRACTOR SHALL FURNISH ALL LMOR AND MATERIALS AS REQUIRED. 2 512 Sheet No:
% NEW HAWVER COUNTY 0 ^u~1
m•••11~1`I0em Q',a ®ye NORTH CAFMNA
W. P24 Y i P 81 B 1911
REV NO. DE9CRIP'1'ION DATE MIDDLE BOUND RE( 4L
REVISIONS 2 14 WASTEWATER FAMMES IMPROVEMENTS
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I +00 2+00 3+00 4+00 MH g038 3.83 LF I +00 2+00 3+00
STA. 6+06.16 ~ 4+00 5+00 6+DO 7+00 8+00 +00 + q 10 00
0.28
LINE BACK a EQUALITY 10 PVC NOTE; AT NO TIME DURING CONSTRUCTION SHALL SPOIL
STATION STA. 6+06.16 MH g038 OR EXCAVATED MATERIAL 8E PLACED OR STORED IN WETLANDS.
LI E SACK CONTRACTOR SHALL PLACE ALL SPOIL MATERIAL IN UPLAND OR
STA. 1+14.21 EQUALITY
LINE AHEAD STATION 1 MN g03B NON-WETLAND AREAS OF THE CONSTRUCTION EASEMENT,
NOTES: LINE AHEAD I ~ ~ ~ 50 25 0 50 100
6
.CONTRACTOR SHALL REBUILD AND RESTORE ALL HEADWALLS DESTROYED DURI 1. CONTRACTOR TO VERIFY SIZE, DEPTH MATERIAL AND LOCATION OF ALL >'ED DURIN DMSIOW G
CONSTRUCTION TO THE ORIGINAL CONDITION PRIOR TD CONSTRUCTION, CONTRAt EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR u = ~ , , , HORIZONTAL . I 50
SHALL FURNISH ALL LABOR AND MATERIALS A5 REQUIRED. 2. CONTRACTOR SHALL REMOVE AND REPLAGE/REINSTALL EXISTING DRIVEWAY „ F~6 I9gB
PIPES AS REQUIRED TO INSTALL GRAVITY SEWER. 7. CONTRACTOR SHALL REMOVE AND REINSTALL EXISTING FENCES AS REQUIRED 10 PVC GRAVITY SEWER STA. 1+00 TO STA. 6+43.08 (,1
CONSTRUCTION. ALL FENCES DAMAGED AS A RESULT OF CONSTRUCTION SHAL REQUIRED FOR 5' 2.5' 0 5' 10' IN°~' 10 PVC GRAVITY SEWER STA. 1+14.21 TO STA. 10+75 Ip~51 vet
3. CONTRACTOR SHALL 8E RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES REPLACED WITH NEW FENCE(S) OF LIKE MATERIALS BY THE CONTRACTOR. CON 'ION SHALL BE a,,,r„ 6 PVC FORCE MAIN STA. 1 +05 TO STA. 5+60f
AS REQUIRED TD FACILITATE CONSTRUCTION OF THE GRAVITY SEWER. SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED. TOR. CONTRACTOR VERTICAL : I" ~ 5' Ib9111119) cMK
4. CONTRACTOR ~-IALL BE RESPONSIBLE FOR REPLACING RESTORING AND/OR ~~`'~I` CAR
~ 8• ALL DUCTILE IRON SHALL BE LINED WITH PROTECTO 401 CERAMIC LINING REPAINTING ALL PAVEMENT MARKINGS AND STREET ADDRESSES PAINTED ON EXISTING ~~~.a~o QB NG ~e ®eme o ~ m~ v AWB
. • _ _ - • _ • - _ - nt~ crl.lnrn r•ne-r I IAl1Al/•
WKtS C GU I T ER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR SHALL ~ ~ riR wn i 1.uvn1v. ®m p ENGINEERS* PLANNERS* SURVEYORS rrv jec>, ivv9
FURNISH ALL LABOR AND MATERIALS AS REQUIRED 9. TERMINATION MANHOLES SHALL BE FIELD ADJUSTED/LOCATED AS REQUIRED T 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER ENSURE ADEQUATE SEWER SERVICE. ~U I RED TO g CARY, NORTH CAROLINA 0484-0017
® 2 0
COUNTY HORIZONTAL "CONTROL POINTS" DESTROYED DURING CONSTRUCTION NOTE INSTALL WATERTIGHT SEALED MANHOLE Sheet Not ®9.F ~ N R COUNTY p.,NGIN~eO~.
THAT THESE EXISTING "CONTROL POINTS" ARE NOT SHOWN ON THE CONSTRUCTION PLANS. COVER ON MN 902 MN C103 MH 105G NOM Q'`t s~' so®®em d®\yt Cj/1f7VL.1M
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE, VERIFI' AND REPLACE i 1 so,s/OAIY W - P60 ,~e1 91117 \ oD
THESE "CONTROL POINTS". THE CONTRACTOR SHALL FURNISH ALL LABOR AND MH 105A, MH 906, MH X1071 MN q08. REV No. DIMCRI"M DA MIDDLE SOUND REGIONAL Z
MATERIALS AS REQUIRED. REVISIONS 19t WASTEWATER FACILITIES IMPROVEMENTS
5:\0494\0017\DWG\617E5P39. DWG

N
NON-POTABLE WELL
12" FORCE MAIN 3/4" P.E. WATER LINE ELECTRICAL RACK 3/4" YARD HYDRANT PROPERTY CORNER
(~P)
TO BE LABELED AS NON-POTABLE WATER ~ ~
CABLE HOLDER (S.S.) V) CLEARING ~x CENTER 12 DIAMETER WETWELL
12" x 6" MJ REDUCER } ~ CHAIN HOOK (S.S.) m W VALVE LIMITS TY ' ~-,u ~ E=2364081.60 N=Ig1216.30 (
S.S. JUNCTION BOX FOR ~ i~g. VAULT ~ 38.88 LF 12 5.5. i~ 2
PUMP POWER CABLES & PUMP DISCHARGE MIN. 12" LONG LIQUID LEVEL CABLES SUPPORT BRACKET FCA Z H SEE PROFILE THIS SI-IFFY ~ ~ j I I
aZ 10 x 20 CONCRETE CONTAINMENT 1 ~ ~ AND EYEWA5H ASSEMBLY
VENT ~ ~ a 1 , i~ ~ FOR ODOR CONTROL
°x6"FL TEE CON ~ ~ CONCR E PAD FOR GENERATO ~ FACILITIES
MIN. MIN. 6 GREATER THAN OVERALL ~ ~ ~ ~
W ALUMINUM INSTALL 1 NPT TEST PORT WITH 1 4' Z DIM, / _ O ~ DIMENSIONS OF GENERATOR OR ~ , I
LADD TURN VALVE WITHIN BOX 4X8 ~ Z PAI 4'x8' WHICHEVER IS GREATER. ~ ~ y MAINTAIN MINIMUM PAD SHA I " HIC f ~ ~ LL BE 2 T K ~ ~ 15 BUFFER FROM
DOWNSTREAM OF VALVES ~ O W - W/ W/ #4@I2" O.C. EACH WAY ~ ~ I ~ , ~ W~1'LANDS EDGE OF WETLANDS
- - - Q a ~
12" SANITARY SEWER ~ U I'- - - - - (n
U~ Z~ ; -s . ~
- ~ C7 Z fo:~::G~ii$ i:: ,ai, ~ MIDDLE SOUND
C7 - ~ Q- Z ~ .....f...:...::~::::::~::::: ~:.:::::.:~.:d:: SILT LOOP ROAD
- tl ~ :~~:I~F#'!' FENCE ~I,
4 ,r.- ~JtL :::.:.::~1:::::~: ~ SANITARY SEWER a SEE SHEET P6
m; AINLINK FENC
6' CHECK VAL ' x 6' FL TEE SEE ETAI L SHEET
ALUMINUM AC ESS DO R MATH BLIND FLANGE ~ "
HALLADAY 2 x 60 MIN,) GUIDE BARS ~ OR EQUAL ACCESS ALL BE 6" GATE VALVE (TYP) _ 106,55 LF 12 S.S. ~ s
LOCKABLE W/ PAD LOCK) ~ WELL S~ SEE PROFIL HI n 0 I I SANI ( T S SHEET 1 TARP SEWER ~
PRECAST CONCRETE ~ 4 SEE SHEET P23 ~
6" FL 90' BEND VALVE VAULT MIN. 6'W x 8'L INSIDE DIMENSIONS a~;
DEPTH AS REQUIRED IuDDLE 901~D Z ~ ~ CHECK ER b~. 5 DAB°,
LOOP ROAD I ~6 , ~
~ SANITARY SEWER ~ ~ N i w
12 FORCE MAIN ~ ~....,,w.,v w-~ { ~
NOT TO SCALE SEE SHEET P6 ~ -~'ROPOSED CONTOUR ~,w M M~ ;;wm ' W/ELEVATION TYP - . ~ ~,w
~ ~ , ,H~~ w~;,~~. ~ a ~~v
~ 12 q0 ~
EE SHEET e: ~;;,~-r
` MIDDLE SO ~ ~ A I
M;~ GR V TY S / D BLE LEAS
~ ~ ~ ~ GATE- SEE
DETAIL SHEET
. _ ~ M .mow
, = ~4 I NSTA LL 60 LF 18 RCP ,
~ ~ 0.5X MIN „~-N ( ) OR AS REQUIRED .~.,w E ORD DRIVE ,x
m ~~!NITARY SEWER
SEE SHEET P40
ALUMINUM AC ESS 0 R ~ Q ~M a,.~ 'g
HALLADAY 72 x 60 MIN.)
OR EQUAL (ACCESS ALL BE LOCKABLE W/ PAD LOCK) r a
HALLADAY ~ ~'"-r
ALUMINUM ACCESS"DOOR" OR EQUAL MIN. 48 x 48 NOTES ,1
(ACCESS SHALL BE LOCKABLE) 1- .~;r~~ I. CONTRACT SHALL FINE GRADE PUMP STATI a..;
6' VENT PIPE WITH = SITE AND G VEL ACCESS ROAD FOR POSITIVE
NON-FERROUS 3,E~y
INSECT SCRE N ~ V~ E 20 20
UPPER GUIDE BRACKET TOP SLAB = 13.0 GROUND ELEV. = 12.5
"TF3
~~~.r,., m~ OPE " a i
SL , M"~"~... SCALE: 1 = 30 NOTES
1 ","m. 1~ r f t 1. REFER TO SHEETS OI
CABLE , ~ ~ ~"`"a,..,.mm., HOLDER :i~: MIN. 12 LONG MIN. 4 _ E , E02, E03, E04 FOR PUMP STATION ELECTRICAL DETAILS
(S.S.) FLANGED COUPLING ADAPTOR COVER ";~"_.~~~~~T~__~... "m"~ ~ 2. REFER TO SHEET 0 E 4 FOR ACCESS LADDER DETAIL FOR PUMP STATION
WIDE .",~"..w",..~.w,w."~ ~ _ ~ WET. Iryn~~ ~~L y
6' SWING CHECK VALVE ~.,.~r~ ~--1~z~°' BAR ~ ~ PRE-CAST REINFORCED ~ 'V" .any .anw,.t~~i7 _.~m f 3. WETWELL SHALL BE COATED WITH SEWPER COAT OR STRONG SEAL HP ON ALL
CONCRETE TOP OWER CABLE (S.~) " ,°...~~'~~'~m 6 PLUG VALVE RF - 10 INTERIOR SURFACES,
12 FT. ID WELL" ~ -mmm.m..~M.~-"- s~..~~ PRE-FABRICATED ~mM 4. UNLESS OTHERWISE S m~. PECIFIED ALL METAL WETWELL COMPONENTS,
A.' '?n n REINFORCED CONCRETE ~ ~m HARDWARE, AND FASTENERS ~NALL BE CAST IRON G I , DU T LE IRON OR 304
TWELL 8 ~.~m STAINLESS STEEL OR BETTER.
~,a~~,", "n,"" ~ 5. UNLESS OTHERWISE SP
~y;.,. ter; ~e~.M „ EGIFIED ALL CONCRETE FASTENERS TO BE 316 STAINLESS STEEL WEDGE ANC~IORS TYP
ALUMINUN OR STAINLESS ~ ~ ~x~ ~r. ` ~ GROUT FLOOR TO DI DISCHARGE mmm~~~°"•~• " (
STEEL LADDER . SLOPE TO SUMP PIT ~,"m...:;:::~m~, ~ , m~.,~,~......,. M~M.. 6• CONCRETE TAPER IN BOTTOM OF WETWELL TO START 10" FROM PUM AN P D
LIQUID LEVEL 6' ABC STONE r..,.. ~ ~ ~m~.~..~,.._ .EX~~ ...,t,,... BASE AT 45 (TYP) ALL AROUND
ENSORS Y PVC DRAIN -SLOPE TO WETWELL 0 7, ONE PIECE SCH 40 STAINLESS STEEL 304 GUIDE RAILS, DIA. PER
90' BEND WITH 'P TRAP OR FLAP VALVE IN WETWELL - MANUFACTURERS RECOMMENDATIONS, TWO PIECE RAILS W/INTERMEDIATE
(MID I/3) SUPPORT FOR LENGTHS GREATER THAN 18 FEET.
12 SANITARY SEWER - -
INV IN = -9.01 r.M" 8• PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE TO BE 30 5 AI 4 T NLESS STEEL 2000 LB MIN. WORKLOAD LIMIT. LENGTH TO EXTEND 4' ABOVE HATCH.
-10.0 GH WATER SIGNAL ON AND TELEMETRY FLOAT ~
~~~SU~p~~~ q• PUMP DISCHAR ~ .m.~. GE SUPPORT BRACKET FOR DUCTILE IRON, OVER 10 MIN. ONE
-10.5 LAG PUMP ON 6' DIP "--m..~~-~ m" REQUIRED MIDWAY.
~.m _.._s~m 10. ACCESS HA ~ M..~.. TCHES SHALL BE PAD LOCKABLE FRAME ~ COVER W/ I/4 ALUMINUM
_ M... LEAD PUMP ON 4'x6' FLANGED INCREASER PLATE AND I/8" THICK X 3" WIDE STAINLESS HINGES MIN, AND POSITIVE
_ LOCKING DOOR RESTRAINT. HINGE ON DISCHARGE SIDE OF WETWELL AND
~r7 ~ . 4 DISCHARGE CONNECTION _ ~ _ . GROUT _ . _10 VALVE HOX. (HALLADAY PRODUCTS OR EQUAL SIZE AS REQUIRED
• ~ ; S f..." . EXTENDED BASE -.r~.m M..".~...,.,.- . s .~mm.~ 1 I , ALL UC D TILE IRON PIPE SHALL SE LINED WITH PROTECTO 401 CERAMIC
_ > T„~,",".m..,~,..,,.,~,M, E .mm._ LINING OR SEWPER COAT LINING. ~.~.m
~_~m..µ,.. _"gym.~~~~~~. .~~..~m~„~......".....~.. (ALSO ALTERNATES
LEAD O ~ < ,a.....W ; m,.mm , ,m /LAG SEQUENCE) .
BOTTOM = - ~ n„xM...MUU~;,~.. ~ 17.5 - w. _ .."e m_..__" ~ ~ < ~ ~ , ~ m.~ w~ "
" I
f CONCRf~'IE ANTI FI~OTA110N _ ~ ~d ~ ,AL.:_.... , FI=B 1988
~ . d MIN. 14 DIA, x 18 M~.,. ~ ,m,~,"" ICK . m el
12 X57 STONE BASE ~4~ 2+~~ I"=50' HOR
2+00 I°=5' VEftt wn:
~w„_..I I Iii-----5 ~ ~ AWB
iiilllllllllllfl,~''
~ . ~ 1 - 3 3 , t t-°- ; 1 iii ~H GARpI
n~_A•• _ o~. ~ib_ A AWB
Via.°'~~SS/QiJ/~°q L ENGINEERS* PLANNERS* SURVEYORS Project t
° CARY, NORTH CAROLINA _ 0494-0017
WETWELL SECTION
NOT TO SCALE 5hwt Not
•00j•f~ j0~ oQ~`!~ NC* l -1 C/ifIVL NA
ti ANY
REV NO. D85MIP710N DATE MDDLE SOMD REGMAL
REVISIONS 2 14 n~ WASTEWATER FA CILITM IMPROVEMENTS
S:\0494\0017\PUMPSTATION\817E8PSI. DWG

,1~~/ T
\ i ~ \
76 3/4 47 1/4 \ ~:~~i y (
10'-9" REQUIRED FOR COMPLETE ~ ^ / ~ ~ I .r
REMOVAL OF SERVICE COWL ~ ~ / ~ / !
~ WET WELL '~•i / / An ~ ' % ~ GRADE NEW GRAVEL AGG S
PIKE VEW ~ ~ \ 'i ~ • ~ ~ TO MATCH EXISTING G EL . ,
' FOUNDATION BOLTS SANITARY SEWER .',-,.w-~......
LOAD CENTER 8" DIA. HOLE FOR ~ N SEE SHEET P53 ~ ~ f NOTES ~ N....._...._~_w
SERVICE LINES ~ I. CONTRACTOR SHALL FINE GRADE PUMP STATION ~ ,
SITE AND GRAVEL ACCESS ROAD FOR POSITIVE PROPOSED G~JTOUR p.......~.. ~
6 1/2 N N DRAINAGE. W/ELEVATION (TYP) rr t~ ,r ~ ~s
OF STATION EXHAUST FAN d~ 00 2. CONTRACTOR SHALL FIELD ADJUST LOCATION 15' GRAVEL A ~ ESS
PUMP N0. 1 N AND DEPTH OF NEW RCP STORM DRAIN PIPE TO ~ ........__w__...........~..___.........___,...~......_.,~ ,~;Ya SEE TYPICAL S~TIOGd .
STARTER PANEL ~ DISCHARGE LINE ~ N MATCH EXISTING DRAINAGE DITCH. • > . , cp THIS SHEET / ~
• I SUCTION LINES N ENTRANCE PUMP ~ N M to TEM ~ ~ PORARY CONSTRUCTION \ EASEMENT (TYP) ' ~
CONDUIT N0. 2 ~'~M
(2 REQUIRED) M M ~ .
1 FOR SERVICE 0 j
1 FROM GENERATOR ` ° • • 50' ACCESS/UTILITY ~ EASEMENT (TYP)
SEE RISER DIAGRAM \ ;
WET WELL \ .w3 r wE~L otnFa..L ~
CLEARING \ 6' FORCE MAN
LIMITS " / \ SEE SHEET P60 tN,...,M
INTAKE SHROUD 24"x36" HALLADAY "
HATCH 6 VENT PIPE MATH NON- FERROUS INSECT SCREEN \ METER ~ ~ PE NATIi NON- 10 TEMPORARY CONSTRUCTION ' ._....._..._....w...~.....~..,.. EASEMENT (XYP) JSECT SCREEN
N
\ N¦1924b8 58 r. ~ 7 i
6' ~ PRECAST WETWELL PIPE CLAMP RING \ E 236 183,3q t \
TYPICAL SUCTION & DISCHARGE \ T.~:.. %
MANUFACTURER PANEL W/ ADDITIONAL `,~",T ; \ ELECTRICAL RACK ~ r~1 EXSITING PROPERTY
TELEMETRY OR NEW HANOVER COUNTY " SILT FENCE TYP \ ~ ~ ~ ~ LINE TYP ( ) r ( )
PANEL AS PER DETAIL SHEET E01. SCALE: N.T.S. ~ L. 1
~ „ ~ f ``.r.. \ ` 14': ~DOUBLE~~LEAF
r' ~ ,l 6 n. PROP ~ ( %GOR(N ~ ' . j DETAIL Sk~EET '
SCALE: N.T.S. i . ,f , ' 1 r.,N¦1924t;~c3, ; I ~ " ~ ' ~ ; ; , ' is r',>~t i AREA LIGI~T
/ i ' ; ~ ~ i ~ IXISTING
I ' . ` ' ~ ' r`1 r ~ 1 ' : , r ' I,% ; ' ~ . ~ . ~u.. G.. CONTOUR ( ; .A.B.G.. TYP
( )
( l T ~ ~ T j ~ ' 1 , / a..,.
Tx10' FIBERGLASS REINFORCED PLASTIC
ENCLOSURE TO SLIDE IN ~ ' , ' ~ 9b', I XJ, I~EDdD' E ~ 427.Ob ; r' ~ ; ; ~ ~ E•236725Q`.84
EITHER DIRECTION TO PROVIDE ACCESS TO EQUIPMENT. DOOR ( i
PROVIDED FOR GENERAL SERVICE. ( , `,r''/` ~ '(`i %'E i
( I , ( S i / ;i
t ; / / ` CONCRETE PAD FOR GENERATOR ~ , , r i ( ~ ~ 1 I' , I ! ;5'I I~~< J11A'NHO~. ~ ~ MIN. 6 GRl~ATER THAN OVERALL
i T' ; ~=,~q~~il~S ' DIMENSIONS OF GENERATOR OR
DRESSER STYLE 127 ' ~ ; ~'V 4'xb' WHICHEVER IS GREATER.
FLANGE ADAPTER GRAVEL ACCESS ROAD M gQ38 , PAD SHALL SE 12' THICK i ' ` , ~ ` ~M12~ O.C. EACH WAY
4' 7.5' 7.5' 4 I, . I ' T ; ' 4 ; ! ; ` ,fe - C,FI!{I~L~NK; FENCE'. ~r... '\h
24"x36" MIN. ~ r ' ~ , , ( PAS CFTC DRNE
HALLADAY HATCH r / I , t i ~ ~ ! T r i ( ~ ~ ~ ! l ' : ' / ~ 1~ I 1 ; ~ , ; ~,t ; ' ; ; ' ; ; ! ; ~ .Ir \ SANITARY SEWER
SLAB TO BE 12" MIN. " 3 ~ 4` .1 1 ~j. R ~ . ~ X ~ ( ! ~ r 1 , ~ ' ° t I ~ ~ ~ • SEE SHEET P53A (
WIDER EACH SIDE THAN 6 VENT PIPE WITH TIE TO PACKAGED UNIT NON FERROUS l`; ~ , ii, 51 1% % T
INSECT SCREEN EXISTING EXISTING Y ~ r' ' ' I i ' f'•z%~ ; ~br~lb 136 " T;'
3' TOP OF ~ GRADE GRADE ~ /
FlNISHED GRADE NEW ROAD EL=12.0 EL.=11.5 / / f ' (
, • , , ..i.:'.1': ~ : s • ~ : ~ ~ ~ ~ < • r ~ GRASS SH . •1 6 AGGREGATE i ~ ~ ` ' ~ ~ - ' ' ' SILT FENCE GRASS SHOULDER ' < ; ! r~ ' ; i' ' . 1' , i r' I %~(TYP)
.1 ..,1 r.;1 ,~1 ~ t~.;f:., l: a; ~ BASE 7~~ ".4 ~i.`~j.`.i~.,t'..~f•`.` i .;n ~•~`c~c. :i.<<~. ie"~j•~ ~ COURSE t4X „j' j Y f;' r , k ( t4X r ~ 1; ~ ~ % ' i~ 1 ~ ~ 1 ,1I
• , 1,~ j ~ , ,h, i/ i ~ T 1' 1' j I , 1 ~ ~ ` ~ ( ' r~ T'r
~Lr<'~~~.;,. ; ~ . y . y ~ , ALUMINUM OR STAINLESS GROUT DAM STEEL LADDER ' , / MH 105C 1, ; ( / ( ~ 1' I ~ I ' ~t , y ; ` r', / n
" C 4~'l~~r T
, 6 CABC z ~ I'; r, 'I; 1, !;'/'~;tl,~. r Ii / ~ ~ i r'a ~ ~ r ~j' i t`
MIN. 6 o . ~l,: t. ; ,T ' ( j T ~ ' , -
CONCRETE SLAB ~ I ~ I ~ i i 1~ J / ~ L,~ , / I I~ ~ ' ' i , / I j 1' i eI 1
/ I ~ ~ i~ i ` ~ ' ~ / I ~ T / ' ~ ~ % .BSI=E~•,.SHEET P60
" ~ ; 4 D.I. ~ NOT TO SCALE ATTACH 4 DI TO ! , i (
WETYVELL WALL WITH ' ---6" FORCE MAIN
P AND APERTUR S S.S. STRA S E , ; .:i.

10 GRAVITY SEWER ~ ` 4"x6' MJ SCALE: 1" = 30'
INV IN = -5.16 ~ INCREASER
BOOT CONNECTION
t•,', SEE DETAIL SHEET D2
~r~ NOTES • ~ PIPING INCLUDED IN
I. REFER TD SHEETS E01 E02 E03 E04 FOR PU . , LUMP SUM COST OF PIPING BY , ~ ~ .04 FOR PUMP STATION ELECTRICAL DETAILS
• ~ ' ~ PUMPING STATION UNIT ITEMS i~:~,
' 2. REFER TO SHEET E04 FOR ACCESS LADDER Dl - ALARM/TELEMETRY = -5.5 LIQUID LEVEL o WETWELL. LADDER DETAIL FOR PUMP STATION
SENSORS TYP a ( ) G = LAG PUMP -6.0 3, WETWELL SHALL BE COATED WITH SEWPER CO.
~ p c 1~. ATTACH 4 DI TO • ~ INTERIOR SURFACES, 3EWPER COAT OF STRONG SEAL NP ON ALL
WETWELL WALL WITH LEAD PUMP = -6.5
S.S. STRAPS AND APERTURES r•'r. 4. UNLESS OTHERWISE SPECIFIED ALL METAL WE METAL WETWELL COMPONENTS,
•t.,'~ PUMPS OFF = -8.5 HARDWARE AND FASTENERS SHALL BE CAST 1 f 1. STAINLESS STEEL OR BETTER. BE CAST IRON, DUCTILE IRON OR 304
• .•ti:4
5. UNLESS H OT ERWISE SPECIFIED ALL CONCRETE CONCRETE FASTENERS TO BE 316
STAINLESS STEEL WEDGE ANC~IORS TYP . • ~ • ~
b• ALL DUCTILE IRON I SNA PPE LL BE LINED WITH _INED WITH PROTEGTO 401 CERAMIC LINING
OR SEWPER COAT LINING. !.l'[
4"x6' INCREASE ~ } GROUT FILLETS (TYP) 7. IF NEW HANOVER COUNTY PUMP CONTROL PANT
WETWELL TO HAVE : 90 FL BEND . , . , , SHALL SUPPLY AND INSTALL FLOATS AS SHOI~ JTROL PANEL IS USED CONTRACTOR 'S AS SHOWN. IF MANtIFAGTURER PANEL
EXTENDED BASE IS USED, CONTROLS SHALL BE EPS-BU88LE-T -BU88LE-TYPE SYSTEM.
if w -
' ' . EL. - -11.0 a.
• :4.:: . ~ % .i, FLOOR EL= -11.5
DEC 1999
. . ~ . , ~ ~ ` ~ • ~ ~ ~ ~ ` ` ' CONCRETE ANTI-FLOTATION sods
- ~ x . ; . ~ PROTECTION 8 DIA. x 12 THICK AS NOTED
Drawn:
7 STONE BASE ~ M FOR LEVELING MIN. 12 DEPTH KAK
9st~eta~aaorrro'r Chwcked:
a E'" ~ ~ ~ o s _.I 1.~.,.~.,. .3 i ~ ~ ~ 5.:..~..~I I I~..,._, 11_~~~~-! I I~-----i 1 <III-I I 1-I f ...._l I I-I ....,~,..I ! I ! N OAR Awe
k 3 n~ ®e®e,; `/iii o.
SI® ENGINEERS* PLANNERS* SURVEYORS Pro)ict Na
CARY, NORM CAROLINA 0494-0017
512 0 %sot Na s Z
ELEVATION VIEW T .,OGIego $ N®®~ ®P~,. N01~11"~ CAROLJNA
y® W.
SCALE: N.T.S. 492 R EV NO. DESCRIPTION DATE '~,rrra r+ MIDDLE SOUND FE<VONAL
REVISIONS Z 1 D WASTEWATER FACLrMS FAFROVENeM
5:\0484\0017\PUMPSTAT I ONS\817EBP52. DWG

CONTRACTOR SHALL GRADE NEW \
ACCE55 TO MATCH EXISTING PAGES
CREEK DRIVE ELEVATION
" ^„m m n \ PMH 100 \
MJ BEND \
cn "" 12' GRAVEL ACCESS ROAD
�) h �4" x 6" MJ REDUCER M w SEE DETAIL THIS SHEET
S.S. JUNCTION BOX FOR ��� Z
~ w ..:............ yf} NN.. ;.,... SILT FENCE \
PUMP POWER CABLES & CABLE HOLDER (S.S.) MIN. 12 LONG Z �: ,..,, .._...
..I.... _
LIQUID LEVEL CABLES �� FCA I I /i� �.............�: ' ..ii I \ \ m (TYP)
/ CHAIN HOOK (S.S.)
'6 4" x 4" FL TEE g
W .wh \" 20' PERMANENT ACCE55
/ j" \ \ " AND UTILITY E5EMENT
INSTALL 1/" NPT TEST PORT HATH 1/4" z - --' IN
LADDER _ TURN VALVE WITHIN BOX;`:
_ V) 4e
W
DOWNSTREAM OF `
VALVES 0 O
VENT 4z Z) U .. _..>: `...;' \ \ \
-------- — — C :_ :1141,.,' OUTFALL.
? ;"..;.......L.. �' \ \ SANITARY SEWER
6" FORCE MAIN
CL
a"� "•- SEE SHEET P56
_ 12" SANITARY SEWER Z g M /' CROSSING BY \k `� \ \ - _..._ PROPERTY CORNER
� OPEN GUT \\\ Vim'",.......:
GUIDE BARS \ \ \ "":•...
" "
4 x 4 FL TEE \ m,.- GATE— SEE
4" CHECK VALVE / DETAIL SHEET WITH BLIND FLANGE \ �.,==�-,
10' TEMPORARY. \`
-� 4" PLUG VALVE (TYP)Y
CONSTRUCTION • , \ \ \ \ F„"...:..a.�
PRECAST CONCRETE
PAGES MEEK EASEMENT
WELL 4” FL 90' BEND VALVE VAULT MIN. 12" SANITARY SEWER
PUMP DISCHARGE 4 W x 8 L INSIDE DIMENSIONS 6 FORCE MAIN \
SUPPORT BRACKET
DEPTH AS REQUIRED SEE SHEET P54
\ CLEARING .. .
LIMITS �, V LVE VAULT
PLAN \ ...
..
\ (TYP) ,
NOT TO SCALE
... ..
......,._. b.. ROP RTY G
6 I.D. WETWELL 1 ................. N=193372.50
EXISTING PROPERTY /"�� ,: tdlt .GAB.,......... ; ' ..... E=2368737.95
LINE (TYP) E=2368704.7q ......
s:.....
'• • ' ' • PROPERY CORN
6" VENT PIPE WITH
NON-FERROUS
INSECT SCREEN
HALLADAY ACCESS DOOR,
FR EQUAL MIN. 60" x 38"
ACCESS SHALL BE LOCKABLE
W/ PAD LOCK)
UPPER GUIDE BRACKET
,qz-- TOP SLAB = 17.5
HALLADAY
ALUMINUM ACCESS DOOR
OR EQUAL MIN. 48" x 48"
(ACCESS SHALL BE LOCKABLE)
ALUMINUN OR STAINLESS
STEEL LADDER
a I II
LIQUID LEVEL
-3.0 h .;
-3.5...
-4.0
GROUT FLOOR TO
SLOPE TO SUMP PIT
4" SWING CHECK VALVE
ABC STONE
2" PVC DRAIN - SLOPE TO WETWELL
WITH 'P' TRAP OR FLAP VALVE IN WETWELL
LAG PUMP ON 4" DIP
LEAD PUMP ON
Pump----," DISCHARGE CONNECTION
GROUT
�`r 4
EXTENDED CONCRETE BASE
PUMPS OFF -6.0 '
(ALSO ALTERNATES
LEAD/LAG SEQUENCE) J..60 ' D 'k
;b
BOTTOM EL = -10.0
»A
777
:::..::..::.......;.'.:,,..,,::.....:::::...:. ::::::::::: CONCRETE ANTI FLOTATION
MIN 8' DIA. x 12" THICK
12" #57 STONE
WETWELL SECTION
NOT TO SCALE
\ N= ig3365.gq
NOTES ......... ................... E=2368730.70
..... .....
...'.'.'.'.'.' .......... .....
1. CONTRACTOR SHALL FINE GRADE PUMP STATION A \
51TE AND GRAVEL ACCE55 ROAD FOR POSITIVE «n^ 3~' '
. \
DRAINAGE. PROP05ED CONTOUR ELEGTRICAL.'RACK \
W/ELEVATION (TYP)...................................�
4'
4" DI DISCHARGE
PUMP STATION
SCALE: 1 " = 20'
NOTES
w.. ............................
N' .......................... \ f
.. tip......... ¢
PROPERTY CORNER ." \\
=Ig3331.82 w
E=2368633.4q, ;.,. AREAS LIGHT \
6 CHAINLINK'FENCE \ \
SEE DETAIL SHEET ­
CRETE CRETE P -AD FOR GENERATOR \ \
2' INSIDE BOUNDARY Mlk 6" GREATER THAN OVERALL \
Dt'1EN51ONSr OF GEN15RATOR OR \ \
4'5x8' WHICHEVER IS GREATER;
SITE PLAN PROPERTY CORNER PAD SMALL BE 6" THICK \
N=ig3304.45 #4@12", 0•C. EACiLl WAY
E=2368676.05 EXISTING \\
�` CONTOUR \ \
Q• / (TYP)
1. REFER TO SHEETS E011 E021 E031 E04 FOR PUMP STATION ELECTRICAL DETAILS
2• REFER TO SHEET E04 FOR ACCE55 LADDER DETAIL FOR PUMP STATION
WETWELL.
3. WETWELL SHALL BE COATED WITH SEWPER COAT OR STRONG SEAL HP ON ALL
INTERIOR SURFACES.
5. UNLESS OTHERWISE SPECIFIED ALL METAL WETWELL COMPONENTS,
HARDWARE, AND FASTENERS 6HALL BE CAST IRON, DUCTILE IRON OR 304
STAINLESS STEEL OR BETTER.
6. UNLESS OTHERWISE SPECIFIED ALL CONCRETE FASTENERS TO BE 316
5TAINLE55 STEEL WEDGE ANE 61R5 (TYP).
7. CONCRETE TAPER IN BOTTOM OF WETWELL TO START 10" FROM PUMP AND
BASE AT 45' (TYP) ALL AROUND
B. ONE PIECE 5CH 40 STAINLESS STEEL 304 GUIDE RAILS. DIA. PER
MANUFACTURERS RECOMMENDATIONS. TWO PIECE RAIL5 W/INTERMEDIATE
(MID 1/3) SUPPORT FOR LENGTHS GREATER THAN IB FEET.
q• PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE TO BE 304 5TAINLE55
STEEL 2000 LB MIN. WORKLOAD LIMIT. LENGTH TO EXTEND 4' ABOVE MATCH.
10. PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE IRON, OVER 10' MIN. ONE
REQUIRED MIDWAY.
11. ACCESS HATCHES SHALL BE PAD LOCKABLE FRAME * COVER W/ 1/4" ALUMINUM
PLATE AND 1/8" THICK X 3" WIDE 5TAINLE55 HINGES MIN. AND P051TIVE
LOCKING DOOR RESTRAINT. HINGE ON DISCHARGE SIDE OF WETWELL AND
VALVE BOX. (HALLIDAY PRODUCTS OR EQUAL, SIZE AS REQUIRED)
12. ALL DUCTILE IRON PIPE SHALL BE LINED WITH PROTECTO 401 CERAMIC
LINING OR SEPWER COAT LINING.
GRAVEL ACCESS ROAD
OUTFALL 'i'
SEE SHEET P56
TYPICAL ACCESS
ROAD SECTION
NOT TO SCALE
DMION 11
PAGES CREEK PUMP STATION
SITE PLAND AND DETAILS
#Mq<Jl\4&<2UM
ENGINEERS • PLANNERS • SURVEYORS
CARY, NORTH CAROLINA
NEW HANOVE�MR/yCOUNTY
NOMH CAFNA
MIDDLE SOUND REGIONAL
WASTEWATER FACIU71ES IMPROVEMENTS
ate:
DEC 1999
Scala:
AS NOTED
Dmwn:
KAK
Checked:
AWB
Project Na
0494-0017
est No:
5:\0484\0017\PUMP5TATION5\517EBP53. DWG
4' 6' � 6'
4'
3.• �
TIE TO
SLOPE TO DRAIN
EXISTING
TIE TO
EXIS-nNG
GRADE
TOP OF
NEW ROAD
1 GRADE
GRASS
SHOULDER
6" AGGREGATE
GRASS SHOULDER
f4%
BASE COURSE
t4%
TYPICAL ACCESS
ROAD SECTION
NOT TO SCALE
DMION 11
PAGES CREEK PUMP STATION
SITE PLAND AND DETAILS
#Mq<Jl\4&<2UM
ENGINEERS • PLANNERS • SURVEYORS
CARY, NORTH CAROLINA
NEW HANOVE�MR/yCOUNTY
NOMH CAFNA
MIDDLE SOUND REGIONAL
WASTEWATER FACIU71ES IMPROVEMENTS
ate:
DEC 1999
Scala:
AS NOTED
Dmwn:
KAK
Checked:
AWB
Project Na
0494-0017
est No:
5:\0484\0017\PUMP5TATION5\517EBP53. DWG

r` ~ OUTF 1 d ~ 4
ALL ~ ~ Y f
SANITARY SEWER ° ~
S SH EE EET P73
~ ~ 3x N
EXISTING PROPERTY ' NOTES
LINE (TYP) r
~ ~ ~ i. CONTRACTOR SHALL FINE GRADE PUMP STATION
~ SITE AND GRAVEL ACCESS ROAD FOR POSITIVE F DRAINAGE.
I I 4" x 6" MJ REDUCER m ~ W
C~ - 3
S.S. JUNCTION BOX FOR Z ~ " _ _ PUMP POWER CABLES rlc CABLE HOLDER (S.S.) MIN. 12 LONG ~ ,f X' 2. CONTRACTOR SHALL FIELD ADJUST LOCATION ~ AND DEPTH OF NEW RGP STORM DRAIN PIPE TO
uQUID LEVEL CABLES FCA I I . Z ~ ~ ~ f PROPERTY CORNER MATCI-I EXISTING DRAINAGE DITCH.
I I a~ ~ N=Ig1655.b8
CHAIN HOOK (S.S.) ~ E=237048q.80
4" x 4" FL TEE L~ MH q06
i I zo / ~f
_ INSTALL 1 NPT TEST PORT WITH 1 4" Z ~ / ~H x~. 3 ~ a / ~ 6 I.D. WETWELL
LADDER _ TURN VALVE WITHIN BOX W ~ O _ DOWNSTREAM OF VALVES F' 6 q0 MJ BEND l N=191616.53
COQ VENT ~ ~ U F- E=2370515.63 ,I yT
J ~ Y f 'i ~ ~ , PROPOSED CONTOUR
- - - U~ ZOO 14' DOUBLE LEAF ~ ~ W/ELEVATION (TYP
_ NZ C' _ GATE- SEE / . S y.
- Zaa DETAIL SHEET / ~ ~ PROPERTY CORNER
_ a~~ ........=F N=181624.58 E=2370
a~a 541.11 EXISTING ""Y`~ - ~
10" SANITARY SEWER M GUIDE BARS ~ , CONTOUR ~ ~
.4 , . t ~ TYP / ~
4" CHECK VALVE 4" x 4" FL TEE ( ) s ~ , ..q.. . .
WITH BLIND FLANGE PROPERTY CON / ~ , . , ~ SILT FENCE R ER ~ s ~ (TYP)
4" PLUG VALVE (TYP) N=191604.34 A ~ E=2370458.75 r
~ . z Oq
PRECAST CONCRETE " ~ VALVE VAULT MIN. WELL PUMP DISCHARGE 4 FL 90 BEND , ..3 •s 1 1
SUPPORT BRACKET 4 W x 8 L INSIDE DIMENSIONS DENISE DRIVE . ~ . ~ . ~ ~ . ~ OUTFACE K ~ ...................k..... ELEG ~ TRIGAL
DEPTH AS REQUIRED SANITARY SEWER ~ ~ SEE SHEET P73 II ''`I RACK ~
6 FORCE MAIN ~ / , ~ ~ ~ SEE SHEET P73 ~ ~ ~
/ ~ AREA LI~iHT ~ \ ~ ~ ~ ~ ~
~M ` ~ ~
NOT TO SCALE s ETER 1 / o \ ~ ~ ~ a , ~~.w ~
/ s ~ ~ a / \ ~ ~ ~ ~ ~ / \
,
, 6' GNAINLINK -1=ENGE ~ ~;r c~ \ \ EE DETAIL SHEET ~
:f r.a \ ~ 2 INSIDE BOUNDARY ~
HALLADAY ACCESS"DOOR" / ~ CONCRETE PAD FOR GENERATOR ~ ° ~M A. ~ ,"".,~r.
EQUAL MIN. 80 x 33 / MIN, b~ GREATER THAN OVERALL \ ~"°".~,~.m~.~.~._.;
ACCESS SHALL BE LOCKABLE W/ PAD LOCK) / DIMENSIONS OF GENERATOR DR ~ I I \ ~ / 4x8 WHICHEVER IS GREATER, ~
PAD SHALL 8E 12" TRICK PROPERTY CORNER - - - \
HALLADAY W/ #q@I2' O.C. EACH WAY N=191573,24 r x
ALUMINUM ACCESS"DOOR" OR EQUAL MIN. 48 x48 'J ~ E=2370510,06 \
(ACCESS SHALL BE LOCKABLE) 6" VENT PIPE WITH r
NON-FERROUS
INSECT SCREEN
UPPER GUIDE BRACKET
TOP SLAB = 1?,0 GROUND ELEV. = 16.5 SCALE: 1" = 20'
SLOPE--?
r~-~ ~ - - - +i
3' CABLE _ HOLDER ~ . ,
- ;A ; IN. 12" LONG FCA (S.S.)
GUIDE IN, 4
BAR 's: ~ " COVER PRE-CAST REINFORCED S S. 4 PLUG VALVE
CONCRETE TOP POWER CABLE ( ) ~ ; NOTES
1. REFER TO SHEETS EOI I .01, E02, E03, E04 FOR PUMP STATION ELECTRICAL DETAILS
6 FT. ID WELL ~ 4 DIP , E02, E a•
PRE-FABRICATED REINFORCED CDNCRETE 2, REFER TO SHEET E04 FOR ACC )4 FOR ACCESS LA AIL FO U DDER DET R P MP STATION
WETWELL. WETWELL "
s 3 WE W TELL SHALL BE COATED W COATED WITH SEWPER COAT OR STRONG SEAL HP ON ALL
INTERIOR SURFACES.
F 4 DI DISCHARGE ALUMINUN OR STAINLESS ,:::>r%~a;~~~~k~. ,.~~,v; v;-,,~,;hf.:~~ GROUT FLOOR TO
SLOPE TO SUMP PIT 5, UNLESS OTHERWISE SPECIFIED STEEL LADDER i ~ HARDWARE, AND FASTENERS ~ SPECIFIED ALL METAL WETWELL COMPONENTS STENERS HALL BE CAST IRON DUCTILE IRON`OR 30
uQUID LEVEL 4" SWING CHECK VALVE STAINLESS STEEL OR BETTER. ~ 4 'R BETTER.
SOBS " ABC STONE 6. UNLESS OTHERWISE SPECIFIED
2" PVC DRAIN -SLOPE TO WETWELL STAINLESS STEEL WEDGE ANC SPECIFIED ALL CONCRETE FASTENERS TO BE 316 IEDGE ANC~IORS TYP .
WITH 'P' TRAP OR FLAP VALVE IN WETWELL Y ' ( )
4" 90' BEND 7. CONCRETE TAPER IN BOTTOM c I BOTTOM OF WETWELL TO START lOp FROM PUMP AND
10" s.s. _ BASE AT 45' (TYP) ALL AROU ALL AROUND
INV IN= -1.44 - -1.5 ALARM ETRY SIGNAL ON 2.0 ; S. ONE PIECE SCN 40 STAINLE55 iTAINLESS STEEL 304 GUIDE RAILS, DIA. PER
MANUFACTURERS RECOMMENDA' ;COMMENDATIONS. TWO PIECE RAILS W/INTERMEDIATE
-2.5 MID I/3 SUPPORT FO ( ) R LENGl FOR LENGTHS GREATER THAN 18 FEET.
LAG PUMP ON 4 DIP
q• PUMP REMOVAL CHAIN AND REI .IN AND RELATED LIFTING HARDWARE TO BE 304 STAINLESS
LEAD PUMP ON STEEL 2000 LB MIN, WORKLOA[ WORKLOAD LIMIT, LENGTH TO EXTEND 4' ABOVE HATCH,
R. PUM DISCHARGE CONNECTION 10• PUMP DISCHARGE SUPPORT BR JPPORT BRACKET FOR DUCTILE IRON, OVER 10' MIN, ONE
GROUT REQUIRED MIDWA Y.
EXTENDED CONCRETE BASE _ II.
PUMPS OFF 4.5 ACCESS HATCHES SHALL 8E P~ n ~ (ALSO ALTERNATES ; PLATE AND I/8 THICK X 3 W11 GALL 8E PAD LOCKAB M ~ ~ LE FRA E COVER W/ I/4 ALUMINUM ~K X 3 WIDE STAINLESS HINGES MIN. AND POSITIVE
LEAD/LAG SEQUENCE) ~ LOCKING DOOR RESTRAINT. HI 'RAINY. HINGE ON DISCHARGE SIDE OF WETWELL AND
' VALVE BOX. (HALLIDAY PRODI BOTTOM EL = -?.5 DAY PRODUCTS OR EQUAL, SIZE AS REQUIRED)
< ~ A.. ~,E. F ~ ;k : ~ • ' ' ~ 12, ALL DUCTILE IRON PIPE SHALL 'IPE SHALL BE LINED WITH PROTECTO 401 CERAMIC
' ~ LINING OR SEPWER CDAT LININ( --.F ; :DAY LINING.
' @ < A y~.' ~ CONCRETE ANTI FLOTATION
MIN 8' DIA. x 12' THICK
N
I , , = I I ~ I " , , i,_.~.~1 ~.~.rm ! ~ - ~:M.:..( - ~ 12 57 STONE i i~~_. ~ E.~,....~
j , i t ' L,,...,...t t.~,,.,~M, L...~ ~..,.I o DEC 1999
o ~ ~ ~ ~ ! .r.~ s....w..., f { E_ mw..r. f..,...,.m{ i i :,.,..`....:.t C.;,.J.,.'., € E,......{ I '~I E I~' I I_..,.3 ~ ,.,,_f < . scalx
f~ 1"=20' HOR
Drawn:
KAK
`IIIIIIItllllll/~~/ N CARP cnw~ra;
NOT TO SCALE
ENGINEERS* PLANNERS* SURVEYORS Protect Na
__j GARY, NOR1H CAROLINA 0494-0017
Z 2 thest Na
oN W NORTH CAROLINA
REV NO. DESCRIP110N ~E BOUND REGM L DALE
REVISIONS Z d WASTEWATER FAgLI11ES IMPROVENIENTS 00 N%
I 5:\0444\0017\PUMP5TATIONS\817EBP54. DWG

HALLADAY ACCESS"DOOR" OR EQUAL MIN. 60 x 36 NOTES I. REFER TO SHEETS E01, E02, E03, E04 FOR PUMP STATION ELECTRICAL DETAILS
ACCESS SHALL BE LOCKABLE 2. REFER TO 5HEE7 E04 FOR ACCESS LADDER DETAIL FOR PUMP STATION
/ PAD LOCK) WETWELL.
HAIL4DAY S.S. JUNCTION BOX FOR 3. WETWELL SHALL BE COATED WITH SEWPER COAL OR STRONG SEAL NP ON ALL INTERIOR 5URFACES.
ALUMINUM ACCESS"DOOR " OR EQUAL MIN. 36 x 36 PUMP POWER CABLES dt CABLE Hi CABLE HOLDER (S.S.) M N " 5. UNLESS OTHERWISE SPECIFIED ALL METAL WETWELL COMPON
(ACCESS SHALL BE LOCKABLE) LIQUID LEVEL CABLES I . 12 LONG 4 Fl 90 BEND HARDWARE AND FA57ENER5 ~HAI.L BE GA5T IRON DUC I FCA STAINLESS STEEL OR BETTER. ~ T LE IRON OR 304
4 VENT PIPE WITH NON-FERROUS CHA
INSECT SCREEN CHAIN HOOK (S.S.) INSTALL 1/" NPT TEST PORT WITH 1/4" 6. UNLESS OTHERWISE SPECIFIED ALL E FASTENERS TO SE 316 STAINLES5 STEEL WEDGE ANCHORS (Tl'P • TURN VALVE WITHIN BOX
UPPER GUIDE BRACKET DOWNSTREAM OF VALVES 7• CONCRETE CAPER IN HOTTOM OF WETWELL t0 START 10' FROM PUMP AND
TOP SLAB = 15.0 GROUND ELEV. = 14.5 BASE AT 45' (TYP) ALL AROUND
_ e. ONE PIECE 5CH 40 STAINLESS STEEL 304 GUIDE RAILS. DIA. PER " x 6" MJ REDUCER MANUFACTURERS RECOMMENDATIONS. TWO PIECE RAILS W/INTERMEDIATE
r SL ; , SLOPS - (MID I/3) 5UPPORT FOR LENGTHS GREATER THAN 18 FEET.
<< M$ ~ . ~ "DISCHARGE 9. PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE TO BE 304 STAINLESS
t~ , '.i~ E'--o I VENT FORCE MAIN STEEL 2000 LB MIN. M~RICLOAD LIMIT. LENGTH TO EXTEND 4' ABOVE HATCH. - 10, PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE IRON, OVER 10' MIN. ONE
MIN. 4' - - h ; MIN. 12' LONG FCA COVER REQUIRED MIDWAY.
GUIDE _ Ii. ACCESS HATCH SHA ~
BAR ; - PRE-CAST REINFORCED PLATE AND I/B~THICK X 3~ WIDE STA NINI ~ HMI MEE5~ ~ V4 ALUMINUM NG MIN. AND P06TTIVE - LOCKING DOOR RE5TRAINT. HINGE ON DISCHARGE SIDE ~ WETWELL AND
'POWER CABLE S.S. CONCRETE TOP ( ) PLUG VALVE _ VALVE BOX. (HALLIDAY PRODUCTS OR EQUAL, SIZE A5 REQUIRED)
,y 12. ALL DUCTILE IRON PIPE SHALL SE LINED WITH PROTECTO 401 CERAMIC PIPING INCLUDED IN PIPING BY LINING OR 5EPWER COAT LINING.
6 FT. ID WELL 4" DIP PRE-FABRICATED GI , . ~ LUMP SUM COST OF UNIT ITEMS GUIDE BARS PUMPING STATION
REINFORCED CONCRETE
WETWELL " 6 \ " " 4" CHECK VALVE x 4 FL TEE
WITH BLIND FLANGE
ALUMINUM OR STAINLESS ° ~ > x 4 DI DISCHARGE 4" GATE VALVE (TYP)
S ~.3~>~~r~.~.,iu TEEL LADDER ~ + ~ < GROUT FLOOR TO GRAVEL ACCESS ROAD PRECAST CONCRETE
SLOPE TO SUMP PIT yya,L II " ~ 12 SANITARY SEWER
LIQUID LEVEL 4" SWING CHECK VALVE ,G~ PUMP D PUMP DISCHARGE 4" FL 90' BEND VALVE VAULT MIN. 4~ ~ 51 ~ 7 6 W x 8 L INSIDE DIMENSIONS .5 4 SUPPORT BRACKETS DEPTH AS REQUIRED
NSORS 6" ABC STONE SUPPOR
3,•
2" PVC DRAIN -SLOPE TO WETWELL " WITH 'P' TRAP OR FLAP VALVE IN WETWELL ~ .1 11E TO SLOPE TO DRAIN
12 S.S. EXISTING TIE TO
OUTFALL 'G' 90' BEND NOT TO SCALE INV IN=-2.74 -3.0 ' 1 EXISTING GRADE TOP OF 3~
-3.5 ALARM/TELEMETRY SIGNAL ON NEW ROAD GRADE
-4.0
LAG PUMP ON 4" DIP GRASS SHOULDER 6" AGGREGATE GRASS SHOULDER
t4~ BASE COURSE f496
LEAD PUMP ON
PUMP
GROUT 4' DISCHARGE CONNEC110N
EXTENDED BASE
PUMPS OFF -5.0
(ALSO ALTERNATES LEAD/LAG SEQUENCE) ~
BOTTOM EL = -10.0 NOT TO SCALE
„ a ' ~ < 4 ' q-,_, b CONCRETE ANTI FLOTATION ~ `a ~ MIN. B' DIA. x 12" THICK ~"`3 ~ EXISTING ~
~ -s_ zwr PROP . : ~ _ ERTY /
12' 7 STONE BASE ~.,w.,. i.,. ~ ...,w.w f > m~wµ.., f tw .M; i ' i ~ f i i 3 LINE (TYP) S ' ' ~ ~ t ' f i t?
s f ~ r_m..... iii ' > ,..,...m,~ f ; f..~_; , , ._I ; I.___. I ; , . L_._. ~ , _ 15 EL ACCESS R( I r ~ ~
~.:_.,...I t ;..,_M ~~~~~.I I iw_:~~.; I f , ; i ~~~I I L,.~_~::, ~ I. n „„y..l s r..,.,,.,.,E f E,,..,,,,.,.I (j,.,..,.,.. ~w.,.„,,. .µ,.:,.~,t t tw , Fw° A s E...,......~ t. . T'1 l T I P, ACCESS 0 '3 r _ - - - ~ O~ / $ ~
_rv., , ;:~..~:.~,;w..Wl . E.m;...~.,°~~ ~.s~~ ,~~m.; 3 ~ ..m~ E MIN 6 DEPT .~~i f £ L~..:~,m I ,,...~~.I ; t.n~~..~; ; t I~..~~...I ; Imam.., ; ; i I ~mm ~ ~ SEE TYPICAL SECTION' : - t .w~., , ~ ~ j L SECTION E ~ t ! - - - _ ~ ~ / ;
~ ( mm„ ,,,.,e £ § , < ~ s,m s ~ I' ~ t . ~ ] r,>. t Al r TINS SHEET i 1
"s; = ,
,11 r..... ~ /
NOT TO SCALE - _ I 3 ! ~ ~4 / f a 7. .3. A
\t 'l ` .~,;~g,: ~ ~ r
if`l ~r
1 -
48 LF 30 RCP ~ t2.5% `.i - t... I ~ ~d • i "L ..r .
OR AS REQUIREq) ~ r f # ~ _ 11 ~ ~ 'J i ,
MAINTAIN MIN. 12'; SEPARATIbN ' 3 - ~ ~ II. E , f - , ~ ,
UNDER NEW ACCESS ROAD ~ ` _ f .SILT FENCE 13.2
~ , ~ t LIMITS y
_ i 4~4; LF 30; RCP ~ f2.5X N„~ , ~ ~R AS:REQUI ( ) ~ END RAVEL C
EXISTING ~ ~ "SO~.....A RED) t . ~.~~OI.....AGCESS~ ~ ~ ' MAINTAIN MIN. 12' SEPARATION AGCES -ROAD ~~°~~~ly' '~C,~,'s~ D, ~ 3,6 LF 1511 ~
CONTOUR t / EASE AS M ~ ~'UN ' , STA. 10+ .40 ~ ~ / =m3 MCP ~ E E ENT (TYP ~ ; DER ;NEW ACCESS ROAD t , , ; ,
! f N=187314. / r; ' t1,0~ - s
i i ::'l ; i, . , 1 ...w..,., n* ,7 /
PROPERTI' CORNER ~ % t..~ ...~....w._....,.~ww..._..._... j' j Y .f ~ ~ ! ~ f
' / ~ J A. y~ F~ . t N / /
6 I W WELL ~..,..p~`. j..,:. . , .D. ET i ~.a N-187266.05 j . i' ~ cgs ` ; ; ` / a~ ~ /
E-2367686ss ~ C~IAINLINK FENCE ~ ~ /~~i , INSTALL CLASS TRIP-RAP OUTLET / ~
VALVE SEE DETAIL SHEET' ~ f ~ .F, j` ' ~ j~'' ~ % ~ PROTECTION. SEE DE AI / ; T L SHT D3. ; ~y~~ 3
' INSIDE N aRY ~ ~ LIMIT ; ~ , ~ .LET 2 BOU q , ~ i ~ / VAUJ~T' i ~ ~ ' ~ . ' ~ TI' X151=T I~TL~ t ~ IDDLE 80UI~ F3 ~ /
~ ~ , ~ LOOP ROAD / v
~ ELECTRICAL AREA LIGN,Y - j' j ~ ~ ; ~a FfF ~ ~ SANITARY SEWER ~
RACK / ~ ~ r ~ . v _ 6 l ~ f ~ ' 6'I FORGE MAIN t ~ ~ ~
14',~)50UBLE LEAF:/ / ; " ......:::;::~::::'.e??~L: ~ i` ~ - • ~ %.rr, ~ ; / .GATE- ~1=E ~ , - ~ ~ ~ ~ ~ / < d; ~ SEE SHEET P81 s . ,
- , DETAIL ,r. i ~ ~ f.::~~:::~... ~ ~ ~ , ~ i / ~ ~ ~ . , / s e.~i
: .~---rte', ~ L ~ f Lai
~_a SI ENC ~ N~ j` ~ .r, , ` ~ i ,~t / 1 i
; r 6 y
, y,~,,. ',J' L. :
. / yi /1 % a Jf f ~ ~9g r/ A~ / i F" ~ yJi ~
j j . j j jj ~ ~ ~ ~ / j,/
.,r~r j:::. ~ ~ ~ ~ / , ~ ~ . PROPOSED CONTOUR i / / `~d ` / idy/
' ` y ~ ~ ' W/ELEVATION TYP 1/ ~ </N ~ ~:1,,
:,f " r ~ ~ ~ ~ / ~ , d NOTES
, F' ~ 1 f
I. CONTRACTOR SHALL FINE GRADE PUMP STATION N
/ ~ / t 1 \ ~ / F Ii / . ~ . / GIN,,G'kAVEL j . 6 FORCE MAIN , ~ i~ A i ~ SITE AND GRAVEL ACCESS ROAD FOR POSITIVE
~ SEE SHEET P87A . 1'A. I t ~ , ~ ~ +qF~ DRAINAGE. 0 S RO
. 0 KP U P STA ION Iggq
\ 5'.. I D N ~#~Q4A ~ % / E=2~677.46,~6~ ` 2. CANTRACTOR SHALL FIELD ADJUST LOCATION AN C ES R AD a I s~l
~ ~ I AND DEPTH OF NEW RCP STORM DRAIN PIPE TO
CON/CR -EPA 'FOR G ? TOR ~r1 906 ~ ~ MIN. 6 GR ER T OVER , - ~ SITE PLAN AND DETAILS MATCH EXISTING DRAINAGE DITCH, °r~""'
.....----f31~lENSiQNS OF G ERATOT~-~ ~'y ~ AWB
4'x8' WWICHEV ' IS GR `,,IOai11B8flfPffP~®B CMCked3
~N CAROL
ENGINEERS ° PLANNERS * SURVEYORS ~7q4 C ARY, NORTH CAROLINA
PUMP STATION -0017
512 S o f-Shwt W-
SITE PLAN NO R COUNTY
SCALE: 1 - 30 GIN,~® 0~~` NORTH CAROL.NdA
• Y W REV DE ICRIPTI DATE MDDLE SCLM FOAL AL
SEE SH
-REVISIONS 10, 14 nv WASTEWATER FACLITE8111PNT8
5:\0444\0017\PUMPSTATIONS\517ESP55.DWG

/ / i / / / 'i
,/i; , ' ~j
10" SANITARY SEWER
S.S. JUNCTION BOX FOR / / / / ~/i' / , , " ELlCTRICAL 1~AGK ~ ~ ; ; ~ ' i; ' ,
PUMP POWER CABLES do CABLE HOLDER (S.S.) MIN. 12" LONG 4" FL 90' BEND I / ~ ,6 LD. WETWELL ~ , ; , , /
LIQUID LEVEL CABLES FCA
CHAIN HOOK (S.S.) INSTALL 1/" NPT TEST PORT WITH 1/4" j/': ' CONCR E PAD FO N . N=18~Sb8.14 ' ,%i , MIN. 6' GREATER THAN OVERALL, ~=23~4b8b.38 ~
TURN VALVE WITHIN BOX / \ DIMENSIONS OF GENERATOR':.OR EE PR ~ '.THIS SHE ' ~ '
DOWNSTREAM OF VALVES 4'x8' WHICHEVER IS GRF~TER. %i / ~ % ~ ' / /
PAD SHALL BE 12" THI ~ ~ ; , ~ ~ ~
LADDER " x 8" MJ REDUCER W/ #412 D.C. EACH W Y
v 8" DISCHARGE n ~ ~ ~ ILT 8 PVC C-qp0 ~ ~ a .,.FENCE,.,.'. ; , ,
VENT FORCE MAIN FO1~CE :MAIN r ~ f ~ ~ /
~ WOODS ~ % 'i : ;
~ i ; : EXISTING -z , t ~ r : ~ ~ ~ - ~7~~'' OVERHEAD
t t, ~ , \ ` a k ELECTRIC
8 45 ~ , , f1~1 BEND a
,w____......_.....____, \
PIPING INCLUDED IN PIPING BY LUMP SUM COST OF UNIT ITEMS ~ PROPERTY LINE z , t
10" SANITARY SEWS GUIDE BARS PUMPING STATION . \ , , , ,z:..
_ , ~ ~ 6 , : ~ AREA LIGH , T S ;
4" CHECK VALVE x 4 FL TEE WITH BIJND FLANGE t
, 6 CHAINLINK FENCE . . .
4" GATE VALVE (TYP) ~ 2' INSIDE PROPERTY LINE !y ~
PRECAST CONCRETE CL WELL " VALVE VAULT MIN. ~ \ ~ ~ ~ - SEE DETAIL SHEET
PUMP DISCHARGE 4 FL 90 BEND , "~1. tf/'s
SUPPORT BRACKETS 6 W x 8 L INSIDE DIMENSIONS DEPTH AS REQUIRED 12q.65 LF 10 S.S. _ . ~ ` ~ , SEE PROFILE THIS SHEET
MDDLE 801~D
LOOP ROAD _ , ~
14 DOfJBLE LEAF SANITARY SEWER \ II ~ GATE- SEE
S FORGE MAIN ' ` DETAIL SHEET .
NOT TO SCALE , SEE S EET P85 . ,
_ \ WOODS ,
BORE AND JACK 20 LF 16" _ ' . \ ,
STEEL ENCASEMENT PIPE ~ " ~ ^ar a, MIN " , ( .0.250 WALL THICKNESS) ~ - '
' W/ 20 LF 8 PVC CARRIER PIPE ,GN~4 \
a EXISTING D~i"I H b WATER LINE
''t e
~
8 q0 4 MJ BEND ~ ~ ..........................................s.,.. ,w3
SCALE w E
HALLADAY ACCESS"DOOR" Imo-- 5U~ NORI ON A < ~ q , . , N N MH 43~A ~ ; L - , . ,h.
Z T L R EQUAL MIN. 60 x 36 p ~ lU _~::ti
ACCESS SHALL BE LOCKABLE I = 5 VERTICAL W/ PAD LOCK) J 3 ~ , _ ,
~ I MH 434 - ,
ALUMINUM ACCESS"DOOR" _m,~..~_..,~._.._.~....__.~_. , . BORE AND JACK 25 LF 20" ~ \ y~c.: ~__,._a STEEL ENCASEMENT PIPE / , \
OR EQUAL MIN. 48 x48 w ~ (MIN. 0.250" WALL THICKNESS) c.~._
" (ACCESS SHALL BE LOCKABLE) 6 VENT PIPE WITH ~ W/ 25 LF 10" PVG CARRIER PIPE POME
NON-FERROUS ~ -~--••~mm SANITARY SEWER . _ - - SEE SHEET P97 .
INSECT SCREEN 0 ~
UPPER GUIDE BRACKET ~
TOP SLAB = 14.5 (MOUND ELEV. = 14.0 --.-,~--~mmm - ~ ~m
SLOP . ~ E , , ~w...,.,~, . SCALE: 1" = 30'
~ SLOP i - f ! l:~ . ~ ~
' ~ CABLE 4 mm~. i ~ ,.M I ~ HOLDER ~ ~ IN 1 ~ 2" LONG FCA ~.~.~..,....~..,,M~~.~...,...... ~ NTG ASPHALT
. . SOON D
n ...,~.,.,~..~,._~~~~,.m.,.m.,. ~_.,.,~~...,_~f.. - GUIDE F:: ` : MIN. 4' T~ AD m. NOTES
BAR •s:: ~ " COVER PRE-CAST REINFORCED , ; 4 PLUG VALVE mm~.. ~ ~ I. REFER TO SHEETS EOI E02 E03 E04 FOR PUMP STA
a .POWER CABLE (S.S.) .~,...,.....~...~...,.~..~:~,.~m~..~... t M. CONCRETE TOP ~ I O r . , TION ELECTRICAL DETAILS ~ 10
~ 2. REFER TO SHEET E04 FOR ACCESS LADDE _ R DETAIL FOR PUMP STATION
6 FT. ID WELL 4 DIP _m.~~ WETWELL. _ m _
PRE-FABRIC ATED . ..~~m.~ r,~, ~.~.,µm~M,„w. REINFORCED CONCRETE ~~m _ ,^ry ~ 3. WETWELL SHALL BE COATED WITH SEWPER COAT OR STRONG SEAL HP ON ALL m_._. _ INTERIOR SURFACES.
8 WETWELL
m°,:. v~-~~~~~ UNLESS OTHERWISE S 5. PEGIFIED ALL METAL WETWELL COMPONENTS """"""`°"~~~.,.,I ° HARDWARE AND FASTENERSHALL ' „~.m, , BE CAST IRON D , UCTILE IRON OR 304
ALUMINUN DR STAINLESS ~ ; ~ ~ r.,;, , GROUT FLOOR TO 4 DI DISCHARGE ' STAINLESS STEEL OR BETTER. ' m :.~_.....ti.. : a
STEEL LADDER SLOPE TO SUMP PIT -°~°°,.;r~~~~~~~~~
LIQUID LEVEL 4 SWING CHECK VALVE _m.~~ 6. UNLESS OTHERWISE SPECIFIED ALL GONG RETE FASTENERS TO BE 316 .,,.:w STAINLESS STEEL WEDGE ANC RS (TYP).
NSORS " ~ ABC STONE O ,~,,.,M<~~ ~,,,4 t ~ _ 7. CON II
2" PVC DRAIN -SLOPE TO WETWELL CRETE TAPER IN 80TTOM OF WETWELL TO START 10 FROM PUMP AND
WITH •P• TRAP OR FLAP V IN WETWELL 'mm 10" S.S. SASE AT 45 (TYP) ALL AROUND
INV IN= -3.54 490 BEND ~ ~ ~ ° ~ 8, ONE PIECE SCH 40 STAINL 5
~_w..,.,w..,.~.,.. ES STEEL 304 GUIDE RAILS. DIA. PER T, MANUFACTURERS RECOMMENDATIONS. TWO PIECE RAILS W/INTERMEDIATE
-4.0 tip= -4.5 :A.; ALARM/YELEMETRY SIGNAL ON ~ n~ w (MID I/3) SUPPORT FOR LENGTHS GREATER THAN 18 FEET.
.,f~, LAG PUMP ON 4" DIP _~,m .w. _ _ q• PUMP REMOVAL CHAIN AND RELATED LIFTING HARDWARE TO BE 304 STAINLESS mom';,°~,;,,~;;;~~~ STEEL 2000 LB MIN. WORKLOAD LIMIT. LENGTH TO EXTEND 4' ABOVE HATCH.
~~M,_.j~.M.... ~
LEAD PUMP ON ^ ~ 10. I PUMP DISCHARGE SUPPORT BRACKET FOR DUCTILE IRON, OVER 10 MIN, ONE
REQUIRED MIDWAY.
PUM _ I~ ~~W~ w.._ ~ kp ~Y.` GROUT DISCHARGE CONNECTION ~ ~ ' -10 II. ACCESS HATCHES SHALL BE PAD LOCKABLE FRAME ~ COVER W/ i/4" A UMINUM
M.. ~~3 1~m•; i•.3, ~.m.., PLATE AND I/8 THICK X 3 WIDE STAINLESS HINGES MIN, AND POSITIVE
EXTENDED CONCRETE BASE ~ PUMPS OFF -8.0 ~ M:.~"~ ~mm. -m ~ ~ LOCKING DOOR RESTRAINT. HINGE ON DISCHARGE SIDE OF WETWELL AND
ALSO ALTERNATES - VALYE 80X. (HALLIDAY PRODUCTS OR EQUAL, SIZE AS REQUIRED)
LEAD G SEQUENCE • :84}y. O ~ ~.m......~.~~ _ _ ~.u__ 12. ALL DUCTILE IRON PIPE SHALL BE LINED WITH PROTECTO 401 CERAMIC
° BOTTOM EL ~ -11.0 ~ 2+00 LINING OR SEPWER GOAT LINING.
~ Y.
' • ~ .
4~ x ~ ey d u ~9. . ~,C~. ~'dd ~N ~ .O~ A ~ S ~i'?fr..J
CONCRETE ANTI FLOTATION
MIN 8 DIA. x 12 THICK ~E EE t>
DEC 1999
E--- . --I ~ <>W---, ~ ! . E -~--3 , ~ , J(~ STONE Scala
AS SHOWN
m.,; E s,~w.....3j ? ~ 333 E{ f{ ,II fEi! i(f III~'111---~€t Drawn:
KAK
````1irr a Iraltar~e® Checked:
~o ~A~ ~ P~,N ~ `®o AWB
NOT TO SCALE •o o` vry9~ ENGINEERS• PLANNERS • SURVEYORS rropcs na
CARY, NORTH CAROLINA ° 0494-0017
E 0
NEW Na % %9 a ~e KAMVER COUNTY
TAx '•°e°ee°e° NORTH CAROLINA
00 W 86
REV NO. DESCRIP110N DAIS rrrrrl1Pl71r'~` MDDL.E SOUND REGIONAL
REVISIONS 12 I~ 0(~ WAMMAIER FAMMES IMPROVEMENTS
5:\04CI4\0017\PUMPSTATIONS\817EBP56.DWG

EXIST, GROUND - - _ _ _ _ _ - _ _ _ _
, 1..,. ~ _
• € 3 : ~ { " " i.".""",.,.; DEiJS~Y COtv4~AC • ' i HAt`A PLACE s E 1 z ~ 3 f I f.""..,..__ I I ABO ~TOTPO I FT• _ _ _ BD TC~~ - -
1 ,..,,.,,.5 ~ ! ' i OF PEE _ - - - (j ~ - p ~ ? ` - - - - AE+OVE T~ aF FlPE - - - VARY
w j - ~ BEDS 2" ASPHALT TYPE "I -2" N.C. D.O.T. SPEC.
~ - .I ~ a - ins N ~ - - - Cl ~ ~ 6" AGGREGATE BASE COURSE
STOPS EMI~VBJf AS - q M - - - 0 MICATE•D. GREATEit IF - STOPS Bv~9JA~lT AS - FLEX BOOT CONECTION REOURED BY PDICATE~D. GRcAr~z IF EXIST. PAVEMENT ~ ~ ~ , ~~P y a°l
MAN.FACTl.RB2 RE{X1RE ~ ,''+~j~ a,~ a
MMiFACTLRER ' a • Sua~ sror~ y% w~,q
TO PROVOS BEIJ2NG S4IAPED STOt~ CONNECT NEW DI FORCE ALOr~ E LE~T>•I ~ P~ On, To PROVroB ~
MAIN TO MANHOLE. ~ aF PPE BARREi ALCNG EiJT~E ta~n.a u2 PPE o.D. ' S.S. ANCHOR BOLT ' . oA. oP PIPB BARRE3. 2A• • on. MAx GROUT W/NON-SHRINK GROUT crr ° on. Min 40.0 ~ za a$,~ ~ , 4
INSIDE AND OUTSIDE OF WALL. (MIN. 4 REQD.) ,r-.. < DITCH LINE y~'''
.s SANITARY SEWER (0 -8 DEPTH SANITARY SEWER `;i'f@~ ` DEPTH VARES
(<8 -16 DEPTH) PIPE LAYING PIPE LA 12' 8" " FOR (~2AVITY 12 sEV~
CONDITION "A" PING ° CONDITION "B" VARES OOMPAG`1® COVER FOR
90 BEND AS R801R~ FOR PPE FORC?= MA~J PIPE NSTALLATiON
NEW I
FORCE MAIN . MIN. 5 INSIDE DIAMETER ~ ~y M
AgNG WMIE SHALL BE INSTALLED FOR ALL PVC FORCE
PENETRATION TO E;E ! • FLANGED MNNS 1e• BELOW FlNISHED GRADE 12" ABOVE OR BELOW JOINT DI PIPE COVER . .E FORCE y~
TO MAINTAIN WATER TIGH • ~ _ _ INTEGRITY S.S. PIPE SUPPOR HAND PLACED - - TRENCH e.'r, a , j~~.
DENSELY COMPACTED - - DEPTH VARIES ~ ~ ~ ~ FOR GRAVITY SEWER " ~.y ~w~~r " a~
BACKFlLL TO 1 FT. - _ _ LENGTN AS REQUIRED TO 0' ABOVE TOP OF PIPE ~k k t• PTO
DIRECT FORGE MAIN INTO ° I - 'I ? NO' ~~Y ~ y~M C Mac VR61d AA4761WL N01E:
EXISTING FLOW 90° BENp • - • ' SHAPED SuBCRADE " ~~ABL~E ViaBN MATBIW.
- TO PROVIDE BEARING BAI - ALONG ENTIRE LENGTH v . ~r^ _ BACKFlLL TO BE INSTALLED IN 12 LIFTS MAX. AND CASE '8'
OF PIPE BARREL PACTED TO A MINIMUM DENSITY OF 95X AS
o - DEl 1/2 PIPE O.D. ARI DETERMINED BY THE MODIFlED A,A.S.H.LO. STAND-
ARD METHOD T-99, Y ~ ~r'% - m. NOTE: CONTRAC x TOR SHALL PROVIDE
CONCRETE SUPPORT ' ' 2+' + o.D. MAX • ~ . (12• + O.D. MIN) Flu CUT-BACK TO BE PERFORMED AFTER TRENCH BACK- TRENCH SHORING AND BRAC ~ ~ LNG AS
(AS REQUIRED) ~ • : ' . i ~ • ' ~ . : ; • . BEDDED PIPE FlWNG AND C~+IPACTION. REQUIRED
CASE 'A'
FORCE MAIN
PIPE LAYING PA P AV
CONDITION E MEN T REP AI R D ET AI L
FOR P~ CE M AI N CON N ECTION DET AIL nlNlnun of covE>s. NOT TO SCALE
NOT TO SCALE
PIPE LAYI N G CO NDITI ONS
NOT TO SCALE NOT TO SCALE
SEE TRENCH DETAIL 'ENCH DETAIL
q y,~ THIS SHEET D2 1EET D2 FEATHER OVERLAY TO SEE
2'X2'X4' CANCRETE PAD CASt IRON CLEANOUT "CAP EDGE OF CURB TRENCH DETAIL (TYP. 80TH 51DES) THIS SHEET D2
( NSTALL CLEANOUT 6 INSIDE CONCRETE DIMENSION 'A' CONCRETE
STREET R/W) CURG AND GUTTER (SEE NOTE 2) CURL AND GUTTER DIMENSION 'B'
(SEE NOTE 2)
NOTE SEWER SERVICE 0 0 q ue'
To ~ ABS OR PVC 0 p
0 I 0 q I/6" 0 ~ 3 1/2" MIN. ~2" MIN.
! 3~' COVER COVER 3 i/2" MIN.
I V4' COVER
A" SWEEP WYE 2" I-2 OVERLAY ASPHALT TYPICAL FOR ENURE ROADWAY 2" I-2 OVERLAY ASPHALT
SANITARY SEWER STOP AT R/W SERVILE LINE DIAMETER VARIES OF STREET { ) >EWER SECTION SEE NOTE 1 SANITPRY TYPICAL FOR ENTIRE. (ARIES) ( ) SEWER ROADWAY
I-2 ASPHALT (DIAMETER VARIES) SEC110N (SEE NOTE 1) 2" (SEE NOTE 1) 2" I-2 ASPHALT
~ SANITARY TEE ,g• (SAME MATERIAL (SEE NOTE 1) 6" ABC (SEE NOTE 1)
AS MAIN) Poi•YPROPt'I•ENE - ru IrousTmes MoDEI. Psl-r~ oR 6' ABC (SEE NOTE 1)
APPROVED EQ1AL PLUG
TEE BRANCH P OLYP ROP YLEN sLOPE MIN Iz E P L ASTI C NOTES:
ST EP NOT TO SCALE i. CONTRACTOR SHALL REBUILD ONE-HALF LANE ASPHALT SECTION AS PER PAVEMENT
REPAIR DETAIL SHOWN ON THiS SHEET, AND OVERLAY ENTIRE ROAD SECTION
SANITARY AS SHOWN. ANY DAMAGE TO EXISTING SUBGRADE BEYOND THE LIMITS OF THE MAXIMUM TRENCH WIDTH AS SHOWN IN THE TRENCH DETAIL ON THIS SHEET
SEWER MAIN DURING CONSTRUCTION SHALL BE REPAIRED AND REBUILT AT THE EXPENSE OF
rte: THE CONTRACTOR.
L e s+ai ~ aooo Ps Mr, SER VI CE CO NNECT ION DETAIL 2. CONCREIE CURB AND GUTTER DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO ORIGINAL DIMENSIONS AND GRADE AT EXPENSE
A~A,~~. OF CONTRACTOR.
NOT TO SCALE over Axr xus ar aaros 3. CONTRACTOR SHALL PROVIDE TRENCH SHORING AND BRACING AS REQUIRED TO MAINTAIN PAVEMENT SUBGRADE INTEGRIIY.
AI~MII~P~OL~10 4. NOTE DIMENSIONS AS SHOWN IN TABLE ARE FOR INFORMATIONAL PURPOSES ONLY.
ROCr~ CONTRACTOR SHALL FIELD VERIFY ACTUAL FELD CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
~ OI11E~E~ ~ bCMI!
X
DM310N I DM310N I
DMSKJN II

DIVISION I DIMENSION 'A' ROAD DIVISION II DIMENSION 'A'
q ~...I I • ~ • • SR 1815(BEDFORD ROAD) P2! I ~ I s ~ 19,..... SR 1848 LU ~ P28,P29,P30 20' SR 1879(CALE COURT) P90
q 1~ < . ~ ( DLOW ROAD) P31 SR 2146(RAINTREE COURT) p3; P31 2p' 26'
r ~ SR 1817(QUEENS COURT) P3; T) P32 2p' P32 40'
~ ~ SR 1616 KINGS COURT X { ) P3; P32 2p'
~ ~ SR 1844(LONDONBERRY DRIVE B ) P3< SR 1846(PARUAMENT DRIVE) pie )RIVE) P33 2p' IVE) P34 40' ROAD DIVISION II DIMENSION 'B'
5 ~ (TYPJ SR 181 WEWNGTON F DRIVE) P3. VE) P35,P36 20' PAGES CREEK DRIVE P53A
B~ SR 1815(BEDFORD ROAD) p3E HYDRANT TEE N r '(r '(E SR 1908(LORD DRIVE) p4( P36 20' SEVEN OAKS ROAD 20' P54 Y0'
~ ~ PLAN BENDS PLAN TEES SR 1926 NORTH BEND RO P40 20' SR 1862(FRIDAY DRIVE) P57 20' )AD) P42 20~ SR 1949(TRELAIMJEY COURT) P57 20'
s` t P ( P4i ~ FIELD VIEW ROAD P4: P43,P44 20 DUNBAR ROAD EXTENSION P59 20'
5 18• M~1 - lO.O >T LESS SR 1926(NORTH BEND ROAD) P47 g 1E, E 2a• Mrl - rr o e GREATER 1AD) P47 20' SR 1992(DUNN PLACE DRIVE P62 20
GR E~ SR 1834(NORTH HILLS DRIVE) P63 20'
c ~ HEARTH DRIVE P64 40' EPLING DRIVE P64 40'
8~ SR 1862(FRIDAY DRIVE) P64 20'
13 ~ RoAD olwslo DIVISION I DIMENSION 'B' ~ 1834(TREASURE ISLAND WAY) P65 20'
' SR 1403(MIDDLE SOUND LOOP P5 SR 1834(TREASURE ISLAND WAY) P66 20' OOP) P5 2p~ LONC JOHN SILVER GRCLE P67,P68 2p'
; , I- SR 1403(MIDDLE SOUND LOOP ~I ) P8 OOP) P8 2p SR 1835(MARK TWAIN DRIVE) P69 Y0'
°-;i~~,m SR 1403(MIDDLE SOUND LOOP) pip OOP) P10 40' CHARLES LANGDON P69 20'
SR 1860(SOUTH BRANCH ROAD) P22 ECTION X-X PLAN E ELEV, sR 1861(BUCKEYE ROAD) P24 ROAD) P22 P0' SR 1405(CANADY ROAD) p71 Y0~
BENDS ~ TEES PLUGS sR 1694(ANACA POINT ROAD) P26 P24 20' DENISE DRIVE P73 40' SAD) P26 20' SR 1406(TURNER NURSERY ROAD) P76 40'
TABLE OF DIMENSIONS sR 1815(BEDFORD ROAD) P36 P36 20' BUENA VISTA GRCLE P77 18'
SR 1901(SANDYBROOK ROAD) P37, SR 1910(BOONE LANE) P39 4D) P37,P38 20' SR 1878(STONEY BROOK ROAD-S) P90 48'
PIPE DIA. H L T P~ e~ ~ ~ ~ r w ~o T~ Fl.UO FELD VIEW ROAD P43, P39 qp' SR 1878(STONEYBROOK ROAD-N) P91 28' P43,P44 40' SR 1698(SALT BRICK COURT? P92 26'
~ SR 1927(GLEN ARBOR ROAD) P48 A B A B A B A 8 A B C D >0) P48 20, HAYFlELD COURT P93 24' HERVEY LANE P93 26' FEB I~
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• Oa9A-0017
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CONCRETE COLLAR THRUST BLOCK DETAIL ' y . NEW %?'I~'''~, GIN®.• ~
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REV NO A/y w D2 DIOMPTION DATE 1111 ;0111 a MIXX.G WHIV REgONAL I ii REVISIONS yy
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DEC 18 2000
GRAVITY SEWER MAIN ~ ~ /l~ r .
~ , G r' ' ~ DIVISION OF
f%/ 1 /~f%-~ / j , / ~~~r / , I ~ COASTAL MANAGEMENT r~ ~,i;

- FORCE MAIN STONEYBROOK PUMP ATI ON
SEE SHEET N0. S ~ ~ 5
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N N BUFFER ~ ~ { Date:
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NOTES ° i an i / e:
1. THERE IS A 30 FOOT BUFFER BETWEEN ALL IMPERVIOUS SURFACES / c I"=500' /
0 i 4 PROPOSED FOR THIS PROJECT AND THE MEAN HIGH WATER ELEVATION. N `t .~J f awn. ,,,r-
,i '~s. 1. MEAN HIGH WA R VAl10N ~ „r, DJG
s,~ ; ~./w~ IMPACTED WETLANDS TE ELE s APPROxIMATELY 3 FEET MSL Q, ~
2. CAMA BOUNDARY IS BASED ON THE FOLLOWING CLASSIFICATIONS ~ ~ f;
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Q v ENGINEERS • PLANNERS * SURVEYORS Project o:
WATER CLASSIFICATION BOUNDARY CARY, NORTH CAROUNA J f 0494-0017
INTRACOASTAL WATERWAY ORW 575 FEET a
CAMA BOUNDARY HOWE CREEK ORW 575 FEET OIL r, Sheet No: 'IS
0 PAGES CREEK SA 75 FEET NEW HA VER COUNTY
- - - MEAN HIGH WATER NORTH CAROLINA t
Q tf-V N0. DESCRIPTION D4 TE PC MIDDLE SOUND REGIONAL
0 REVISIONS WASTEWATER FACILITIES IMPROVEMENTS
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DMISION II
Date:
NOTE=
r ~ r 50 25 0 50 10 OR MAY FIELD ADJUST OR DELETE MIAI~FIOLES SHOWN ON THI APRIL 2002 1 I CONTRACT ~ l00 SHEET TO AVOID CONFLICTS WITH STRUCTURE AND TO FACILITATE EAS scale:
NOTES OF CONSTRUCTION ALONG DITCH LINE. ALL FIELD MODIFICATIONS MUST is=5o' +~oR
G. CONTRACTOR SHALL REBUILD AND RESTORE ALL NE4DWALLS DESTROYED DURING BE APPROVED 8Y THE ENGINEER AND OWNER. 10" PVC GRAVITY SEWER STA. 10+50 TO STA. 24+19.18 I -5 VERT I Drawn:
I, CONTRACTOR TO VERIFY SIZE DEPTH MATERIAL AND LOCATION OF ALL I INAL CONDITION PRIOR TO CONSTRUCTION. CONTRACTOR OF CONSTRUCTION. CONSTRUCTION TO THE OR G N UTILITIES PRIOR TO THE START Imp, HORIZONTAL I" _ 50' EXISTING UNDERGROU D SHALL FURNISH ALL LA80R ANO MATERIALS AS REQU _ 50
AND REPLACE/REINSTALL EXISTING DRIVEWAY ALL PVC PIPE SHALL BE PVC SDR-35 FOR GRAVITY SEWER AND PVC cMt; SDR-21 FOR FORCE MAIN UNLESS OTHERWISE SHOWN. c c
2. CONTRACTOR SHALL REMOVE RphOVE AND REINSTALL EXISTING FENCE(s) AS REQUIRED FOR PIPES AS REQUIRED TO INSTALL GRAVITY SEWER. 7. CONTRACTOR SHALL
S DAMAGED AS A RESULT OF CONSTRUCTION SNAIL BE r ~ r u~ISTRUCTION. ALL FENCE() 5 2.5 0 5 10 3. CONTRACTOR SNAIL BE RESPONSIBLE FOR BRACING/SUPPORTING POWER POLES n', S OF LIKE MATERIALS 8Y THE CONTRACTOR. GDNTRACTOR i AWB 10 EMgNE>AS ~ PLANERS • SURVEYORS Project o:
. _ ~ r.. ww?Iw•rn~ ~rtl/1?1 At TL1C /~AVI.1'Y S~~Q WITH NEW FENCE(_ _ _ . ~ . ~ mow, „w~~
A5 KtJGAJIKCU I U rAC.iu i A 1 c was 1 Ful-, r awn w 1 ns- vfnr•. • 1, • SHALL FURNISH ALL LABOR AND mATEKIALS A~ K=wviK=w. mn wWm moo. sue,,, s 5~ Cwr, NORTH crAOwu xrn, 04a4-0017
4.G L BE RESPONSIBLE FOR REPLACING, RESTORING AND/OR 8. ALL DUCTILE IRON SMALL BE LINED WITH PRO?ECTO 401 CERAMIC LINING ~LTRAGtOR SMAL
ADDRESSES PAINTED ON EXISTING OR S9~IPER COAT LINING. VERTICAL : I" = 5 REPAINTING ALL PAVEMENT MARKINGS AND STREET
CURB t UTTER OBLITERATED DURING CONSTRUCTION. THE CONTRACTOR SMALL G 9. TERMINATION MANHOLES SMALL BE FIELD ADJUSTED/LOCATED AS REQUIRED FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO NEW HANOVER COUNTY Sher
P61
S- CONTRACTOR SMALL BE RESPONSIBLE FOR REPLACING ALL OF THE NEW HANOVER ENSURE ADEQUATE SEWER SERVICE. COUNTY HORIZONTAL 'CONTROL POINTS ON ESTROYED DURING CONSTRUCTION NOTE . CONTRACTOR SHALL ING 'CONTROL POINTS' ARE NOT SHOWN ON THE CONSTRUCTION SEWER MAIN. THIS SHEET FLUSH WITH Es ON NORTH CAROLINA
THAT THESE EXIST N PROVIDE SHORING OF TRENCH FOR INSTALLATION OF tHE NEW INSTALL ALL MANHOLES WITH REV W. vEscwma+ ona MIDDLE SOUND REGIONAL
It SHALL BE THE CONTRACTORS RESPONS151LITY TO LOCATE, VERIFY AND REPLACE THE EXISTING GROUND THESE OCONTROL POINTS*. THE CONTRACTOR SHALL FURNISH ALL LA1~OR AND JND REVISIONS WASTEWATER FACILITIES IMPROVEMENTS
MATERIALS AS REQUIRED.
23