20040112 Ver 1_COMPLETE FILE_20040130

O?OF W A TF?QG
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
April 5, 2004
Mr. Thomas N. Tucker
Three Oaks, LLC
315 Friday Drive
Wilmington, NC 28411
SUBJECT:
WETLANDS / 401 GROUP
APR 0 7 2004
Dear Mr. Tucker-MTER QUALITYSEC77ON
Approval of 401 Water Quality Certification
and Additional Conditions
Three Oaks Sanitary Sewer Extension
DWQ Project # 040112
New Hanover County
You have our approval, in accordance with the attached conditions (WQC #3374), to do the following
activity at your property located at 7750 Market Street in Wilmington, New Hanover County. This
approval allows you to:
1. Grade and fill 0.15 acres .of Section 404 Wetlands and temporarily impact 20' of stream for the
purpose of constructing a sewer-line extension to the future Three Oaks multi-use development.
This approval is only valid for the purpose and design that you described in you Pre-Construction
Notification (PCN) application received by the Division of Water Quality (DWQ) on January 30, 2004,
and additional information received on February 13, 2004. After reviewing your application, we have
determined that General Water Quality Certification Number 3374 covers this activity. This Certification
can also be found on line at: b?qp://h2o.enr.state.nc.us/ncwetlands/certs.html. This Certification (#3374)
allows you to use your 404 Permit when the Corps of Engineers issues it. Please keep in mind that there
may be additional Federal, State or Local regulations applicable to your project, such as (but not limited
to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations, NPDES
Stormwater and Coastal Stormwater. In addition, this approval will expire when the accompanying
404 Permit expires unless otherwise specified in the General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification
and the additional conditions listed below and on the following page:
1. No land disturbance or fill of any kind shall occur in wetlands areas beyond the footprint of the
impacts depicted in the Pre-construction Notice Application. All construction activities,
including the design, installation, operation, and maintenance of sediment and erosion control
Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur;
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service_
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
Mr. Tucker
Page Two
DWQ Project #040112
April 5, 2004
2. Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion and a sealed copy of the as-built plans to this office and a copy to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Please notify the Wilmington Regional Office at [phone]) if any problem arises during the
construction of the project that may affect water quality.
Please read the attached conditions. If you do not accept any of the conditions of this certification,
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition conforming to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C.
27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the DWQ Permit # 040112. If you have any questions, please
telephone Noelle Lutheran at 910-395-3900.
Sincerely,

Alan W. Klimek, P.E.
Director, Division of Water Quality
Attachments: GC # 3374
Certificate of Completion
cc: Angie Pennock - Corps of Engineers Wilmington Field Office
Cyndi Karoly - 401/Wetland Unit, Central Office
Noelle Lutheran - WiRO
Harvey E. Clifton, Jr. - Coastal Environmental Consulting Inc.
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 be taken 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
WQC #3374
ANTI -SEEP COLLAR

Caches '?- UtllttrUne
i piarnater Varies)

1 foot l
I
i
Class B Concrete
....' or Compacted Clay

o inches rench Vil,"Ih
a- PP s ?nches
Not to excee-d 44 feet
E Clio t4
.? C;asS Concrete
? or Compacted Clay
s

t-I2
Inches
6 Inches inches

PLAN
s
DWQ Project No.:
Applicant:
Project Name:
County:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent
modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621. This form may be returned to DWQ by the applicant, the
applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature:
Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within substantial compliance and intent of
the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Engineer's Certification
Partial Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically, weekly, full time) the construction of the project,for the Permittee hereby state
that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction
was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature
Date
Mail to: 401 Wetlands Contact
NC Dept. of Environment and Natural Resources
127 Cardnal Drive Ext.
Wilmington, NC 28405-2004
Registration No.
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Noelle Lutheran
WO Supervisor: Rork Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Three Oaks, LLC 11.87 Acre Site / 1.85 Acre' County New Hanover
Project Number 04 0112 County2
Recvd From APP Region Wilmington
Received Date 1/30/04 Recvd By Region
Project Type provide sanitary sewer to mixed development in
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet ME
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 forested O Y O N 18-87-22 SA HQw 30,624. 0.15 20.00 20.00 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? OQ Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/COnd 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This office has no objection to the project as proposed provided that all of the conditions on General
Water Quality Certification #3374 and the additional conditions listed in the written 401 WQC are met
The 401 WQC was issued on 04/05/2004. NL
cc: Regional Office
Central Office Page Number 1
Facility Name Three Oaks, LLC 11.87 Acre Site / 1.85 Acre County New Hanover
Project Number 04 0112 Regional Contact: Noelle Lutheran
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
A
Date: • To?. -
To: ? ARO
? FRO
? MRO
? RRO
Triage Check List
Project Name: , u_
DWQ#: OW
County' ?ei-i - ?
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From:
?- WaRO
J2?wiRO jDE
eran WSRO Telephone : (919) 33?

The file attached is being forwarded to`-your for -your evaluation.
Please call if you need .as.?stance.
:Inl,?tream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
e
?
? Minimizationfavoidance issues
? Buffer Rules (Meuse; Tar-Pamlico, Catawba, Randleman)
? Pond fill.
? Mitigation Ratios
? Ditching
?' Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy
is the application consistent with pre-application meetings?
Cumulative impact concern
Comments: \ ``
ANDREW & KUSKE John R. Andrew, P.E. John S. Tunstall, P.E.
J.A. Kuske, P.E. Neal W. Andrew, P.E.
CONSULTING ENGINEERS, INC. J. Phillip Norris, P.E. John A. Kuske, III, P.E.
902 Market Street • Wilmington, NC 28401-4733 • Phone [phone] a Fax [phone]
www.andrewandkuske.com • [e-mail]
LETTER OF TRANSMITTAL
To: Ed Schwartzman Date: February 12, 2004 .lob No. 03059
NC DENR - Raleigh subject: Three Oaks Mixed Use Development
New Hanover County

WE ARE SENDING YOU VIA MAIL
? ATTACHED ? UNDER SEPARATE COVER
? SHOP DRAWINGS ® PRINTS ? TRACINGS
? SPECIFICATIONS F-1 DISKS ? COPY OF LETTER
? FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL

Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES DATE NO. DESCRIPTION
7 Cover Sheet
7 02-11-04 R5 C1 - Offsite Sanitary Sewer Extension Plan
7 02-11-04 R5 PR1 - Plan & Profile
7 02-11-04 R3 C2 - Details & Notes WETLANDS/ 401 GROUP
7 12-03-03 ---- C3 - Details & Notes FE

SECTION

? AS REQUESTED
? FOR YOUR USE ? FOR REVIEW AND COMMENT ? FOR APPROVAL
? FOR BIDS DUE ? YOUR PRINTS LOANED TO US
REMARKS:
Revised sewer plans with antiseep collars per your request.
cc: Adam Rahhal / NHC Eng. Dept. (1 Set) SIGNED John A. Kuske, III, P. E., / asn
Tom Tucker (1 Set) Gene Clifton (1 Set)
NFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
issee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
ution or copying of this document is strictly pfohibited. If you have received this document in error please immediately notify the sender and
the address above.
OF W A 7'F Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
,0 QG North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 4, 2004
DWQ # 04-0112
New Hanover County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Three Oaks, LLC
Attn: Thomas N. Tucker
315 Friday Drive
Wilmington, NC 28411
Dear Mr. Tucker:
On January 30, 2004 the Division of Water Quality (DWQ) was notified by receipt of your application regarding your plan to
fill wetlands or waters for the purpose of extending a-sanitary sewer in New Hanover County. Approval from DWQ is
required to disturb these areas. Please provide 7 copies of the following information and refer to the DWQ # listed above in
your reply. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500.
Please show features listed below features on a 1"=100' map so that they are clearly discernible.
a. Please show all impacts including all fill slopes, dissipaters and bank stabilization on the
site plan.
b. Please show all wetland impacts including fill slopes on the site plan.
C. Please locate all isolated or non-isolated wetlands, High Quality Waters, streams and
other waters of the State as overlays on the site plan.
d. Please locate any planned sewer lines on the site plan.
2. Please provide a signed and dated copy of the application.
Please telephone Mike Horan at 919-715-3404 if you have any questions or would require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time
for this application will begin when this information is received. If we do not hear from you by writing or by fax at (919)
733-6893 within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn.
Sincerely,
JRD/bs
R. rney
1 Water QualitJCerti cation Program
cc: Wilmington DWQ Regional Office
Wilmington Corps of Engineers
Central Files
File Copy
Harvey E. Clifton, Coastal Environmental Consulting, Post Office Box 15102, Wilmington, NC 28408

L) E
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), (httn://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
WZAIDS 1401 G
R4UP
JAN 3 0 2004
WA r? j, 'w
NCDENR - Division of Water QualitySECT/QAI
P.O. Box 29535
Raleigh,NC 27626-0535
US Army Corps of Engineers
Regulatory Branch
P.O. Box 1890
Wilmington, NC 28402-1890
oil
Dear Sirs -
Three Oaks,LLC
315 Friday Dr.
Wilmington NC 28411
This letter is to inform you that Harvey E. Clifton,Jr. of Coastal Enviromental
Consulting,Inc. is authorized as agent for Three Oaks,LLC.Please accept any permit
submittals from Mr. Clifton dealing with the property at 7750 Market St.
Thank-you
Sincerely,
Thomas N. Tucker
Three Oaks,LLC
COASTAL ENVIRONMENTAL CONSULTING, INC.
P.O. BOX 15102, WILMINGTON, NC 28408
North Carolina Department of Environment & Natural Resources (NCDENR) 1/25104
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
& ?) 1
14
U.S. Army Corps of Engineers - ETW081401 GRO
Regulatory Branch lJP
P.O. Box 1890
Wilmington, NC 28402-1890 JAN 3 tB 2004
WATER Qv???SECTI
Re: Request for Nationwide Permit # 12 01V
Three Oaks, LLC 11.87-Acre Site/1.85-Acre Pennington Site
7750 Market Street, Wilmington, NC
Dear Sir or Madam:
The enclosed Nationwide Permit #12 Application is submitted by Three Oaks, LLC to
request permission to cross the 0.15-acre project site (which includes portions of each of the
above-referenced parcels) with an extension of a sanitary sewer system. The project is being
completed in conjunction with the New Hanover County Engineering Department.
The 0.15-acre project site, 325 feet in length and 20 feet in width, includes a portion of an
8-foot-wide ditch. The project will tie in the New Hanover County sanitary sewer that currently
reaches the adjacent subdivision, known as Bayshore Estates, with the Three Oaks, LLC
property. It includes about 0.05 acre of the Three Oaks, LLC property that has been confirmed as
forested wetlands by the U.S. Army Corps of Engineers (See attached "Notification of
Jurisdictional Determination", dated October 1, 2003). The remaining 0.10-acre portion of the
project site, part of the adjacent 1.85-acre property owned by Mr. and Mrs. Robert Pennington, is
stipulated in the permit application as being forested wetlands. The chosen route of this sanitary
sewer extension involves the least amount of wetlands possible.
According to Mr. Wyatt Blanchard, P.E., New Hanover County Engineer, the extension of
the sanitary sewer is desired by his department not only to reach the Three Oaks, LLC property,
but also to provide service to several additional properties along Market Street (U.S. Highway 17).
The high engineering standards of the New Hanover County Engineering Department will be
used to construct the sanitary sewer extension, including the stabilizing of the banks of the 8-foot-
wide ditch with erosion stone. The New Hanover County Engineering Department will be
responsible for maintenance of the sanitary sewer extension when construction is completed on
the project.
Three Oaks, LLC is willing to provide mitigation for the use of the 0.15 acres of wetlands
on the project site by payment into the North Carolina Wetlands Restoration Program.
Sin erely,
Harvey E. Clifton, Jr.
HEC/jmc
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
ON-SITE A?.>
1. Name of project: OFF-51T'E 5AN17'A?_y Sf_-WCP, ExT>JUsroPNl
2. T.I.P. Project Number or State Project Number (NCDOT Only): _..,q A
3. Property Identification Number (Tax PIN): 3G Oo - OO S- 00 ?_( - ooO A QD
3 (o f q 0 3 3 -oOC?
4. Location
County: /VEW !-1 AN 0 ii Eg Nearest Town: W luu i &J G -m tJ
Subdivision name (include phase/lot number): 774REE cwcs MI xcy u SE TJEIJFrZAPM1s?.1
Directions to site (include road numbers, landmarks, etc.): 5ou,1iLAsrr=x&rJ cartuer or s1 M A-t
7750 MARK6T Sn(US Oiwt( i Aao REF-r FIZAN IKARk?rt sT ZGCESS ArEND al: luAC.LacJ DIC.
1 M ?Lf? EAS-r Or SG? OF O -? M ftrtKer s i. 7LaAJ
LL T' c4 AM.LWw p!e. F Gro 0.4.9 MILE, To CUL DO.SA.C.
Site coordinates, if available (UTM or Lat/Long):_ LaT' IJ ?4 ° l ?O.9 $ _ /ro?J. W ?7 ° 48. Z 3
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): O. 1 S A cr, E, (92os'6esr 51 tE) 1'?> -7Z (&r4T526 PIZAP09711)
r'ZX__
7. Nearest body of water (stream/river/sound/ocean/lake): PAGES C R&C<
8. River Basin: CAPE FEE
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://l12o.enr.state.nc.us/admin/inaps/.)
9. Describe the existing conditionpsR%
nTf elite and general land use in the vicinity of the project
at the time of this application: A 5 rk i s f D otb Ea W 61-LA wn s/ C AOJ 5 6'D C$q A
%- 1r'01hr-w1©6 ar MA SLaRRr?«?DING PROPEJU-'165 A2 E WO°aLAr.1DS Ore.
LJVrLA mt s Tb 779C 1VOR.T9 * EAST RES1Dr=Arr_" 7'O TtlS, So4,77•1 r AwD A S1 Ta7
usE.D ra sm&6 C.baS7 ctte?l &k%L,o-4cAJf Tb rr4c- UEstr.
Page 6 of 12
10. Describe the overall project in detail, including the type ofequipment to be used:_ _ __
11. I xplain the purpose of the proposed work:
P.
Pe,'-NP 60--n F -S a??',oe t To mAQ4e-E-r sr t; l t s j4 w y I?
IV. Prior Project History
if jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action 11) Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). if this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
AM- c.NED Tb T.+-1LS_Scrbw?t C. .!-`----1?.,I?IOr t S7i_a•.l_..o U.ll?t.?D_?c77onf?4_? -_
A£T ?2. n.. ? ?1,,?T o nJ ? _i?T_?L??,S__!?t??LLM_ _t ??1 ?? ?1.... 0? W ?'TL.??1.1?5? `?_E___. ___ - _
??---
fZEL'?u?sTS TNT k SANt7AZ1 S'>SwEp,n16 LING L.fADSS A. Pa2i1c•J 09. 7NE---WCrbf-AU
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Vl. Proposed ]impacts to Waters of the United States/Waters of the State
it is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section Viii below. if additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
LOI LA_ 916'_ST4w1DAR dS OP 7?i6
fL1' 64 g AN c7316fL C t--,s M4 t=om &f 4 6024 4a D e -PAR7rM wr'r
1. Provide a written description of the proposed impacts: 0. /5 AC, PC- C3 2S " y Zoe)
W I LL. OZ GRAAUE_D NJV F4 LL&D >~oi'L I A SM LL AJ-< anJ OF A JAN i - -AaL, 5&1^3 EF_
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
O . T1 MQUEfl Ld 00 D6
Fe
A O

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:/hvwkv.lema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the'property: 0.30
Total area of wetland impact proposed: 0.15
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
( leasespecify)
02oSc DN 5- /
E a
B
E2 N
s7Xo «.rzE
CRoss VITCA
w

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.us s. Gov. Several internet sites also allow direct download and printing of USGS maps (e.g., LNLvw.to_p)zone_coin,
?? ?q_w.mduest.co?n, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: Zo
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation nI la
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
15 TAG ABS ( (i .T'G r"i tit M%.,. LNA 2Ecp_&A 1 r4ep Fo (L L NST.AU A.'TZ o N + MAe M TE. JA 1J G6
of* IAS pip, NG .
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http:Hii2o.enr.state.nc.us/ncwetiands/strmgide.litm1.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
v /A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.Lls/wrp/index.llttn. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres): O . / S
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No [R`4
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No [4 If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page I I of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
A/ /,k
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No [Vr
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Z -9-1
1?_- UL_&;:m I
Appricant/Agent nature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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SITE LOCATION MAP
SCALE: AS SHOWN -APPROVED BY: DRAWN BY JMC
DATE : 1123/04 REVISED
SANITARY SEWER EXTENSION PLAN
7750 MARKET STREET, WILMINGTON, NC
w 8 _ __f COASTAL ENVIRONMENTAL CONSULTING, INC. DRAWING NUMBER
'? WILMINGTON, NORTH CAROLINA FIGURE 1
•
FUTURE
DEVELOPMENT
AREA
\ SITE AREA = 11.67 ACRES
` FUTURE
"" . DEVELOPMENT
AREA
SEE FIGURE 3 FOR MAGNIFIED VIEW OF PROJECT AREA
11 T
PROPOSED SITE FOR
THREE OAKS MIXED
USE DEVELOPMENT
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LEGEND
0 WETLAND IMPACT AREAS ?? --'\1 ?L
0 STREAM IMPACT AREA
03059
KANDREW KUSK
cdrsumc ora«Eas, WmC
?NMgIOM, MA
OQ pF? •• 0 200 400 em
I _ == =Andrew & Kuske
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••' .. _ CONSULTING ENGINEERS, INC. umr(
= = ©2003 ANDREW do KUSKE ;TNE (9'100; ??

0
SITE PLAN SHOWING PROPOSED DEVELOPMENT
IN RELATION TO SURROUNDING PROPERTIES
SCALE: AS SHOWN DRAWN BY JMC
DATE: 1123/04 REVISED
SANITARY SEWER EXTENSION PLAN
7750 MARKET STREET, WILMINGTON, NC
COASTAL ENVIRONMENTAL CONSULTING, INC. DRAWING NUMBER
WILMINGTON, NORTH CAROLINA FIGURE 2
\r \\\\ \ \ pzlun?E I / *IvNINE
V3!5 .IZINnNr ?IZINnNe /' ?' huS1 ' FOREST LINE AS f1.AVGED BY .14
"\\\\\\ `%p \'.I AINnN[\.\ \?\ ' 1"IIIiTII
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\ \\\\\? \ ??` u21NnN i NEWS HANOVER GOUNiI\EMPLOYEES•
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B EROSION CONTROL ST NE
> e ?\ s / %' / ON CENTER. INSTALL CLASS 54
ON MIRAP 600 X Fl4 R\\ E I P ?• / DIP ACROSS THE DITCH.
?. FABRIC OR APPROVED E I A L?, X126 LF SEE DETAIL SHEET C3.
1 \?e? 0.40X n' nI ss:
TOISTABILIZ? 7THE DITCH BANK.
INSTALL TSF ALONG THE TOP
`INSTALL TSF`ALONG t3.4 \\ +? ? .fi?>M OF THE EXISTING DITCH BANK
IRE TOP &\THE "` / AT THE END OF EACH WORK
EXISTING,DITCH BAND DAY OR DURING A RAIN EVENT
AT THE- .END OF'. , t {I? .1133
EACH WORK DAY OR % >4 SANITARY SEWER PIPE SUPPORTS.
DURING A RAIN EVENT { THE CONTRACTOR IS RESPONSIBLE
FOR FIELD DETERMINING THE EXACT
SSMH #3 \ , }s ..74
LOCATION WITH THE NEW HANOVER
TOP= 14.75 \ " COUNTY ENGINEERING DEPARTMENT
PRIOR TO CONSTRUCTION.
INV. IN=12.39 \ \ *116 s N' m
INV. OUT= 11.25 E. L* SEE DETAIL SHEET C3.
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WITH THE PROJECT 12, 0 ,.," 4rj, .1371 \
SPECIFICATIONS '" .
30' UTILITY EASEMENT 2 "` 228 LF 8" I7.?3
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, NOTE: r
1
.9" .1. , . a3 SHALL HAVE A
THE CONTRACA`ISIRESOONSIBLE FOR ABANDONING AND RELOCATING AND COVER NAME ; (N
THE EXISTING N?• THE CONTRACTOR SHALL ABANDON THE EXISTING WELL ys."I I Y
IN ACCORDANCE WITH THE STATE CODE. REFERENCE\NCDENR NORTH CAROLINA fill' ACCORDANCE
.1.91. WITH THE PROJECT 1 ;1
WELL
ADMINISTATNE CODE '?5A NCAG,02C.0113 ABANDONMENT OF`WELtS.,E00RDINATE
HOUSE
WITH THE DaLOPER ANDS PROPERTY OWNER TO dETERMINE THE LOCATION
AND SPECIFI(?00NS OF THE ' \ W WELL PRIOR TO BEOIj NING CONSTRUCTION ."-
TREEPROTECTION FENCE 236 LF 8' `
/ ?77" SS 0 0.40%
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03059 /
Dm JAK III - BAYSHORE ESTATES
cm JPN SECTION 14
mm DLL MAP BOOK 29 PAGE 22 r•+
0Am 12/03/05 TEtIPORARY ?1? LED CONSTRUCTION ENT"NCE.
ALL CONSTRUCTION ACCESS SHALE. BE 10+ +7
0 50 100 150 / FROM MALLOW ROAD ORLY.
SS MANHOLE
OQQO E / \1 RIM 20.23
. - ` ,EXIST. WOOD FENCE,,
AL INV. 15.50
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43 THF,-CONTRACTOR IS RESPONSIBLE FOR ?ROPERLY ABANDONING
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NB??AD COVER AND FILLING THE EXISTING MANHOLE WITH CONCRETE. ,. ff s -7
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SCALE: AS SHOWN -- DRAWN BY JMC
DATE: 9123104 REVISED
20' EXIST.
woDD rENrE % SANITARY SEWER EXTENSION PLAN
-SSMHt .13.45
7750 MARKET STREET, WILMINGTON, NC
71 s Top= 0.5±
u•"C EANDi,i INV.=9.4 COASTAL ENVIRONMENTAL CONSULTING. INC. DRAWING NUMBER
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SCALE: 1" 2 100ow ? DRAWN BY JMC
DATE: 1/23/04 REVISED
SANITARY SEWER EXTENSION PLAN
7750 MARKET STREET, WILMINGTON, NC
COASTAL ENVIRONMENTAL CONSULTING, INC. DRAWING NUMBER
WILMINGTON, NORTH CAROLINA FIGURE 5
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action Id. 200301257 County: New Hanover Quad: Scotts Hill
Notification of Jurisdictional Determination
Responsible Party: Frances K Saunders Agent: Coastal Environmental Services
Attn: Gene Clifton
Address: Post Office Box 1035 Post Office Box 15782
Wrightsville Beach, NC 28480 Wilmington, NC 28408
Telephone: [phone]
Decimal Degrees: North: 34.285990 West: 77.80521°
Size and Location of Property (waterbody, Highway name/number, town, etc.): Approximately 12 acres located at 7750
Market Street, north of Lost Tree Road, adjacent to and in an unnamed tributary to Pages Creek, in Ogden, New Hanover County,
North Carolina.
Basis of Determination: There are jurisdictional wetlands on the site described above (see attached wetland data sheets) that are
located adjacent to and in an unnamed tributary to Pages Creek, a tributary to the Atlantic Intracoastal Waterway. This
detemnination is based on information submitted by Gene Clifton of Coastal Environmental Group on July 30, 2003, and a site visit
by Angie Pennock on July 30, 2003.
Indicate which of the following apply:
There are waters of the United States on the above described property which we strongly suggest should be delineated and
surveyed. The surveyed wetland lines must be verified by our staff before the Corps will make a final jurisdictional
determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands cannot
be accomplished in a timely manner. You may wish to employ a consultant to obtain a more timely delineation of the
wetlands. Once your consultant has flagged. a wetland line on the property, Corps staff will review it, and, if it is accurate,
we strongly recommend that you have the line surveyed for final approval by the Corps. The Corps will not make a fmal
jurisdictional determination on your property without an approved survey.
X The wetlands within the nroiect_area on vour land have been delineated- and the limits of Corns inrkrlirtinn have
There are no wetlands present on the above described property which are subject to the permit requirements of Section
404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this
deternunation may be relied upon for a period not to exceed five years fi-om the date of this notification.
X The project is located in one of the 20 Coastal Counties Vol] should onta t th nears State Office of Coastal
Management to determine their requirements.
Placement of dredged or fill material in wetlands on this property without a Department of the Army permit
is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A permit is not required
for work on the property restricted entirely to existing high ground. If you have any questions regarding the
Corps of Engineers regulatory program, please contact Angie Pennock at [phone].
Property owner/Authorized Agent Signature Project Manager Signature
Date October 1, 200; Expiration Date Octehrr h.?_B(1R
SURVEY PLAT OR FIELD SKETCH OF DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE FILE COPY OF THIS FORM.
CESA\\' Form SGG
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Applicant: Frances Saunders File Number: 200301257 _ Date: 10.01.03
Attached is: See Section below
INITIAL, PROFFERED PERMIT (Standard Permit or Letter oflermission) A -
PROF FI;RED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X _ APPROVED JURISDICTIONAL DETERMINATION D

PRELIMINARY JURISDICTIONAL DETERMINATION _
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at http://usace:army.mil/inet/functions/ew/ceewo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (TOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein
you may request that
,
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein
you
,
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice. '
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer with n 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
ION II - REQUEST FOR APPEAL or OBJECTIONS TO AN IMTIAL PROFFERED PERMIT
SONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
l
`
nitial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
l
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION:, The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Angie Permock Mr. Arthur Middleton, Administrative Appeal Review Officer
United States Army Corps of Engineers or [phone] CESAD-ET-CO-R
Wilnungton District, Regulatory Division U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Avenue 60 Forsyth Street, Room 9M15
Wilmington, NC 28402-1890 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
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13 A CHANGE IN THE LAW OR OUR PUE"J5HED
Aunt vxwrx rtwwr REGULATION5. TH15 DETERMINATION OF 5ECTION

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VICINITY MAP
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Complete items 1, 2, and 3..Also complete
item 4,'9-Fieetricted Delivery is desired.
1. Print-your name and address on the reverse
so that we:can return the card to you.
Attach this card to the back of the mailpiece;._
or on the.front if space permits.
Article Addressed to,
Three Oaks, LLC
315 Friday Drive
Wilmington, NC 28411
DWQ# 04-0112 - New Hanover
A. Signature
? Agent
X .C ? . vR 0 Addresse
B. Received by (Panted Name) C ,,Date of Deliver
M is delivery address different from Item, 1? ' ? Yes
If YES, enter delivery address below. ' C1 No
3 Service Type
*certified Mall ? Express Mail
Registered XL Return Receipt for Merchandis
? Insured Mail 13 C.O.D.
4. Restricted Delivery? (Extra Fee) ? Yes
Number
R?Isw m semcq 7202 2410 0003 2275 3875
-n 3811, August2do1' "bomestic Retum'Recei`pE 102595r

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Plan Detail Incomplete
Date 1 ` 4 G .6q Who Reviewed: 11. ASV P •
i] Please provide a location map for the project.
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
Please indicate the location of the protected buffers as ovqrlays on the site plan.
Please locate all isolated or non-isolated wetlands,sreams and other waters of the State as overlays on the:site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned.sewer lines on the site.plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater.management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.

? Please indicate the diffuse flow provision measures on the site plan.
Please indicate whether or not the proposed impacts already been conducted. I (]v 1 Ma sQ tkQ?-
(ease- 5h0v` 060ve- FeD,+u«s 00 a I -+
voidance and/or Minimization Not o +? ,e v a re- G A e-0, 6Y ci i sc yr ? b I e_? The labeled as on the plans does not appear to be neces/sary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow.will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove'nutrients before the stormwater can be discharged through the buffer..
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland iinpacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed
? Please complete Sectio}nC(ssathe application.
Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H,0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorizm this project.
THREE OAKS MIXED USE D V LOP M NT
OFFSITE SANITARY SEWER EXTENSION PLAN
NEW HANOVER COUNTY WATER & SEWER DISTRICT
PROPOSED STTE
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OWNER:
WYATT E. BLANCHARD, P.E. COUNTY ENGINEER
NEW HANOVER COUNTY WATER & SEWER DISTRICT
230 MARKETPLACE DRIVE, SUITE 160
WILMINGTON, NC 28405
910-398-7139
DEVELOPER:
THOMAS N. TUCKER, MEMBER
THREE OAKS, LLC
315 FRIDAY DRIVE
WILMINGTON, NC 28411
910-538-5719
PROPOSED SITE FOR
THREE OAKS MIXED
USE DEVELOPMENT
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SEWER EXTENSION
SCALE: 1" = 200'
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SANITARY SEWER EXTENSION PLAN
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N ~ i EW HANOVER COUNTY WATER & SEWER DISTRICT 03059 0
230 MARKETPLACE DRIVE, SUITE 160 ANpREW & KUSK
WILMINGTON, NC 28405 ~ - co~nn~c a+cn+~xs, i~c N'IIMRWTON, N.C.
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DEVELOPER: n ~ ~ ~ , ~~1
THOMAS N. TUCKER, MEMBER JI~HLt. ~ = LUU'
THREE OAKS, LlC a O Q~Q 1,
315 FRIDAY DRIVE o zoo goo eoo JAN 0 8 2004 eoo ~ = =Andrew _
WILMINGTON, NC 28411
910-538-5719 STREET /i CONSULTING ENGINEERS, INC. 902 MAkKET rnLMN~
PHONE [phone]b3 - - - ©2003 ANDREW do KUSKE Fix 111!44. 910 343-9804

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~9ti ~ SLO xl ° 10'X20'X1' DOT CLAS~ ~ SSMH 4 ~ \ ) - I I \ \ - ~ o ~ ~ dS CC lC DOT CLAS \ , , TOP-16.0 SUPPORTS SPACED 20 N X
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wrwD ~ ~ ~ . ON MIRA 600 X Fl ( ~ ~ t ~ I N N ~1~sr'e s\ ~ E.I.P 600 X Fl R .,2\ x,25, DIP ACROSS THE DITCH. Z
LNG RD p J \ ~ ~ ~ .FABRIC OR PROVED E UA 26 LI V • \ 13.90 ~ ~ W ROVED E UA / SEE DETAIL SHEET C3. J (jJ
sR~~Rf 3 o r TO~STABILIZ THE DITCH NK 13g DR p z 3 ~ 0.40X ~ e' • P so,. '~'0 ~ l p ~ 1 W DITCH NK. ~ 7g ~ \ / m vJ Q
o .u A 2,4.69 14,; / INSTALL TSF ALONG THE TOP ~ ~ ~ ~ 1J167 M N
`INSTALL TSF`ALONf / , P r+ 213.4 OF THE EXISTING DITCH BANK ~ ~ ~ ~ _L TSF`ALONG \ ~ x~t~ W Z 2" AP / AT THE END OF EACH WORK ~
5H TOP 0 THI TOP 0~` THE ~ ,,,eta ]
a EXISTING ITCH BA~ ~ ~ / DAY OR DURING A RAIN EVENT ITCH BA W acv O t 3.9
~ ~ DR AT T 6 END OI s T E END 0 's 14 213.33 ' \ SANITARY SEWER PIPE SUPPORTS. Z U
,o EACH WORK AY 0I DURING A RAIN EVEw NORK ~AY OR + THE CONTRACTOR IS RESPONSIBLE ~ ~ A RAIN EVENT Q
VICINITY MAP \ ~ ~ x,,,9 FOR FlELD DETERMINING THE EXACT Cr 4.33 O \ ~1 ~
SSMH NO SCALE \ ~ ~ LOCATION WITH THE NEW HANOVER U) _ W SSMH ~3 174 ~ ~ x,2 U _ 4" ~ ~ COUNTY ENGINEERING DEPARTMENT Y Z ~
TOP=14.7; TOP-14.75 \ ~ x, . : ~ x 2.97 _ \ ~ ~+F6 PRIOR TO CONSTRUCTION. Q
INV. IN=12.35 INV. OUT=11.2: INV. IN-12.39 Q ~ \ . s" ~,~b J. OUT=11.25 a,~e ' . ' SEE DETAIL SHEET C3. O (n W
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SHALL HAVE ~ . • ti W ~ .HALL HAVE A . / 61 gip,,°y\ x,2.7° - Z
WATERTIGHT FRAME - ~ 1J.6 \ ZTIGHT FRAME ~ ~ /~1a.37 AP t4. Q
AND COVER Ih AND COVER IN ~ • ~ TEM SILTx,f6NCE = LL h/ ~ .6 \ = W
ACCORDANCE ACCORDANCE •'L ~ •L.~ ~ u- ~c 0 12" 0 3.46 \ '7 ~A L
WITH THE PROJECT NEW HANOVER COUNTY STANDARD NOTES: SPECIFlCATIONS THE PROJECT o x,3.7, ~M x~, O / \ 'ECIFlCAlIONS ' • / 5 ,r MAPL ~ I 1 `fix
' x1.6 228 LF 8 x,2.@3 • / 30 UTILITY EASEMENT ~ x 2, W
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER 'O ~ / SS 0 0.4096 vI ' ~ ~ 12.60 z / '%14.05 x,J.BJ
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFlC AREAS. /i / ~ 2 1`' o
2. WELLS IN CONFLICT ARE TO BE RELOCATED. NOW OR FORMERLY ~ SSMH ~2 '+4.2e
TERMINATE AT RIGHT ~ 3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND 70 0 - ~I I , 1 \ xts.z3 / "PENNINGTON" ~ TOP-13.8 , N , ~ oPLAr INV.=10.34 Z I~' \
OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE ~ ~ _ \ ` ~ ~P. ~p. BOOK 1524 PAGE 0491 ~ x,2.sJ 51 1 ~ \ 216.73
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT ~ , RIGHT OF WAY LINE. ' I ~ ~ ~ , . h /
/ NOTE: SSMH ~2 c I o \ , I s3 - I' / ~ s6 x, 4 SHALL HAVE A r o \ x,7.2s
ALL BE CONSTRUCTED 4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SH i MN i WATERTIGHT FRAME I~, /
OF CLASS 50 D.I.P. 401 PROTECTO CERAMIC LINED. THE CONTRACT IS~RES~ONSIBLE / ~S~ONSIBLE FOR ABANDONING AND RELOCATING ~ AND COVER IN yl h \ / d~ ~
5. 10' UTILITY EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS. THE EXISTING WE Tl~ CONTRACTOR ~S )NTRACTOR~SHALL ABANDON THE EXISTING WELL ~9 i5.6, ACCORDANCE x,6.06 ~
IN ACCORDANCE W .THE ATE CODE. REI ~ - , 6. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARA110N FROM ~ ADMINISTATIVE CODE 15A NCAC~ 0X.0113 ABA fE CODE. REFEREN ~N6DENR NORTH CAROLINA , 9, v B " ~ isT. WITH THE PROJECT YY fn n A U~ A
WATER LINES OF 10 FEET LATERALLY OR 18 INCHES VERTICALLY ` ` ` WITH THE D LOPER AND PROPERTY 01 i2C.0113 ABANDONMENT OF~I VELLS~ _ OORDINATE WELL z~ ~ ~ ~ o~ ~ _ HousE ECIFlCAlIONS. I • ~ - ~ SAWCUT REMOVE, REPAIR AND DACE x,,,,, y •n PROPERTY OWNER TO dETERMINE THE LOP,l1TIO~1, c
WATER OVER SEWER . IF IT IS IMPOSSIBLE TO OBTAIN PROPER / , ( ~20,~ , ' \ x,7.90 I 2 C I _ THE EXISTING CONCRETE DRINEINAY NEW WELL PRIOR TO BE NING CONSTRUC110N. • . ' : w x,7.6, ~
HORIZONTAL AND VE TICAL SEPARATION AS DESCRIBED ABOVE OR AND SPECIFl TIONS OF THE NEW WELL PI ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER / , AS REQUIRED TO INSTALL THE NEW ~ - 's,: ~ I u~a--- k
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING ' ~ 175° 8 SANITARY SEWER LINE. COORDINATE ' ~ ~ - 9.6 t ~~N O ~M~ a TREE ROTECTION FENCE x, 7~
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE \ / , R WITH PER AND THE PROPERTY ~ 236 LF 8 THE DEVELO ~27~ X x, : s I OWNER PRIOR TO BEGINNING CONSTRUCTION. I
TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFlWNG - ~2 ~ ~ / OR EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A ' ` SS00.40 4 ~ ~ ~,~E N i ~ I ~o a
F / , WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES 0 _ / , \ , ~ O k ~ , I + ~ ' t0 f0 U ~ ~ o NOW„OR FORMERLY x,6. o \ ,n 3 I ~ I I
THE R LNG MEASURED PERPENDICULAR TO THE WATER MAIN. THE - ~ C OSS _ \ ,,,26,,, x' ~ MANLEY ~ t w r7 n N BOOK 2251 PAGE 0406 ~ ~ ~
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY ~ / _ , ' Y R T T ~~~M BA SHO E ES A ES I Z,,,,
AGEWCY FOR USE Iti WATER MAIN CONSTRUCTION. ~ 1 4" ~s s.5A AsPHAI T ~ \ PAVEMENT' OVERLAY / / ~ ~ THE CONTRACTOR IS RESPONSIBLE FOR I ~ .0 0 0 SECTION 14 ~28~ ABANDONING THE EXISTING SEWER LIFT S`TATION' Yooto,
_ , / \ ~ I ~ t- MAP BOOK 29 PAGE 22 M+ I x,5.52 acs ~ sEwER N ACCORDANCE WITH ALL LOCAL AND ~ z W
~ N22~ , ~ m uFr ~ -z o / r : ° 3 STATION / STATE RREQUIREMENTS. CO~RDINAT~ cv ~ o a
NOTES: - ' TE ORARY G / f E ORARY G VELED CONSTRUCTION ENTR~INCE. s , • - ~ _ ~ _ ~Op~j~p pROp~r o ~ = a ;
1. EXISTING TREES AND EXISTING VEGETATION OUTSiIDE THE _ Au A CONSTRUCTION ACCESS SHALL'` BE 1 ' ,2 ~ ~ rn 3 0. ; • LL , 0 OWNER PRIOR TO CONSTRUC110N.
/ / DISTURBED AREA /CONSTRUCTION LIMITS UNE AND/OR THE ~ , FROM MALLOW ROAD OI~tY. ,9,06 / ~ \ ~ 9. ~W i D~ s'
UTILITY EASEMENT SHALL BE SAVED TO THE EXTENT POSSIBLE. ~ / / SS MANHOLE / D a ~ ~ Q•
THE CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE - , \ RIM 20.23 ~ / ~ x6.9 ~ o \ ,EXIST. WOOD FENCE , ~ ~J , U INV. 15.50 20 EXlsr. , ~ o D ,
NEW HANOVER COUNTY ZONING DEPARTMENT (910-798-7115) THE ONSITE TO FlELD REVIEW THE EXISTING TREES. / , 21.64 W000 FENCE x 5.1~7`~ ' O - Z \ xu.7e O ~ Z
CONTRACTOR IS RESPONSIBLE FOR INSTAWNG TREE - TH 'CONTRACTOR IS RESPONSIBII 2 / ~ z ~ D ~360~ 2t. D I RESPONSIBLE FOR OPERLY ABANDONING ~ SSMH I~1 "13.45 ~ i ~ ~ I S~ w
\ BEING ~ ~ PROTECTION FENCING AROUND THE EXISTING 1REES THE EXISTING SANITARY SEWER MM ' SEWER MANHOLE BY REMOVING THE RING % ~ 20.23 39 x2,.45 017 ~ w (n , O.JJ / T0~=20.51 ~ ,
SAVED PRIOR TO BEGINNING ANY CONSTRUC110N WORK. THE \ t~D COVER AND FlWNG THE EXIST1 . 6 9.~1. ~ .48 G THE EXIST1NG MANN WITH CONCRETE. 9 025, ° 1'.s2 INV.=9.4 -o ~ ~ D D ~
CONTRACTOR SHALL SAWCUT ANY PERMITER TREE ROOTS THAT _ \ C N I 00~01NATE WITH 1HE NEB6~IA OVER COU ANOVER COUNTY ENGINE RING DEPARTMENT .e j 20 cLEANOUr D ~ ~ o ~ W
CONFLICT WITH GRADING OPERATIONS. ~ \ / THE CONTRACTOR IS RESPONSIBLI .66 9.75 29 ~ -I ~ ~ ~ ' lJ.i RESPONSIBLE FOR/PROPE lY ABANDONING 5 ~ ~ N z N Z
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFlC , \ \ THE EXISTING SANITARY SEWEI 1990 x,110 J , N ~ N ~ BAYSHORE ESTATES n , NITARY SEWER,I'JJNE IN PLA E. COORDINATE ~ ECM 1995 N D SECTION 10 0
CONTROL PLAN AND DEVICES DURING CONSTRUCTION IN \ ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS. THE ~ WITH 1HE NEW HANOVER COUI , u1 - ; ~ C~ ANOVER COUNTY ENGINEERI DEPARTMENT ~ m .O ~ U
NTRA T R I RESPONSI L.E FOR COMPLYING WITH ALL \ ~ CO C 0 S B EXIST. 0.5 ,9.2 ,95 MAP BOOK 18 PAGE 38 Z WEII .19.45 ~ t ~ L1.1
NCDOT APPROVALS AND CONDITIONS OUTLINED IN THE i~ \ HOUSEa1.55 , ~ O ' `INV.: ~1~53
APPROVALS. COORDINATE WITH THE NEW HANOVER COUNTY \ i"' DISTUR D AREA 9 I 5 " SAWCUT, REMOVE, REPAIR AND REPLACE r--Z ' , ,e j d
ENGINEERING DEPARTMENT PRIOR TO CONSTRUC110N. MITS ~ 9 THE EXISTING ASPHALT PAVEMENT ~ n CONSTRUE ON LI J x19. NV.: 16.99 ~ Z 7. I ~ INV.. 17.29 ,.zq AS REQUIRED TO INSTALL THE NEW 7J -
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND „ ' \ • I ~
CONTACTING NCDOT FOR THE REQUIRED INSPECTIONS ON WORK ~ ~24~ WITHIN THE NCDOT RIGHT-OF-WAY. ~ ~ ~24~ ~ 15 GMP ~ Op 8 SANITARY SEWER LINE. SEE NOTE 3 AND < J ' t
IN 1 ,6: 76 03. ' ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. m V.. 6.80 ~ ' PK ' ~ 9'S ~ SEE PAVEMENT REPAIR DETAIL SHEET C N
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF r \ ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN INV.: 16.15 i6.5 ' S7 1 ~ ~ 61 ~ ~ N 0 ~ ~25~ ~ ~ Z 30 j
ACCORDANCE WITH THE EROSION CONTROL MEASURES ' 15' C M P ~ N I ' ~ 300 LF 8" o~ O
i~ ' SPECIFlED ON THE PLANS AND IN THE SPECIFlCATIONS. IN LEGEND , INV.: 15.72 I SS ®0,4096 ~ U
ADDITION TO THE EROSION CONTROL MEASURES SPECIFlED, THE \ , ~ CLEANO 1 ~
CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKETS / 1 1 4" SS 9.5A ASPHALT PAVEMENT ' / V.' 1 , 165. ~ ' E EET LIGHT ~ i , N 5 06 ~ ~ 3 -10' TEMPORARY CONSTRUCTION EASEMENT. ' ~
TURF REINFORCEMENT MATS IN ACCORDANCE WITH THE ~ MANUFACTURES RECOMMENDATION AS RE UIRED WHERE OVERLAY LIMITS SEE NOTE 3 SHEET C1 ~ Q „ ,4. ,6.76 ~ ORDINATE I 15 C M P - _ _ _ THE CONTRACTOR SHALL CO 6: ~ WITH THE ADJACENT PROPERTY OWNER
NORMAL SEED /SOD STABILIZATION IS UNSUCCESSFUL - - - THREE OAKS PROPERTY UNE ~ INV.: 13,85 , . J1 - ~ AND THE NEW HANOVER COUNTY I
5. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE INFORMATION DISTURBED AREA CONSTRUCTION IMI ~ THE CONTRACTOR IS I TRACTOR IS RESPONSIBLE FOR PROPERLY 2 10' ~ ~ ~ ENGINEERING DEPARTMENT PRIOR '
/ L TS ~ FROM SURVEY BY MICHAEL UNDERWOOD & ASSOC. AND _ _ _ _ _ ~ ~ ABANDONING THE EX I i 1 , NING THE EXISTING SANITARY SEWER LINE j ~31 ~ TO BEGINNING CONSTRUC110N. ~362~ ,
RIGHT OF WAY PROVIDED BY THE DEVELOPER IN PLACE. I IN PLACE. COORDINATE WITH THE NEW ~ Q ~ ,
- EXISTING EASEMENT , ~ ~ HANOVER COUNT RTM NT ~ j ' DOVER COUNTY ENGINEERING DEPA E x,4.04 TEMPORARY STONE CHECK DAM
/ ` ~ PROPOSED EASEMENT ~ 1 I
0 I 4' .Vk72 „ ' i j WCUT, REMOVE, REPAIR AND REPLACE „ 15 CMP I
SS EXISTING SANITARY SEWER ~ T R \ ~ 4:665 t ~ j E EXISTING ASPHALT PAVEMENT INV.: 12.51 1 ,
~ F ~ PROPOSED SANITARY SEW R F SITE DATA E S ~ q F t REQUIRED TO INSTA~I~F~NEW F SS MANHOLE 03059 \ M _ - I q ~ _ -
+i / 0 0 ~ p q0 WETLAND DEUNEAT10N LINE ~ s ~ RIM 14.17 -8- TARP SLr4YER LINE. SEE NOTE 3 AND Q ~ 1
e i / C~ s ~Ilvv, 7,99 ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. oES. JAK Ill ~ R 1 1 IR AI HEFT C2. I
- - EXISTING DITCH C TOTAL DISTURBED AREA/ ~ 9 NEW INV.=8.20' PKN IL SEE AVEMENT REPA DET L S d~ JPN 23 4.17 13. 1 1 ' ~k t/l.L
CONSTRUCTION LIMITS: 34,008 SF (0.78 ACRES) z14•78 EXISTING SPOT EL.EVAlION ~ ` - ~ ~ zl I \ 1 .65 1
-'"21' - - - EXISTING CONTOUR / ~ . WETLAND DISTURBED ARFA: 6,633 SF (0.15 ACRES) / ,3.75 ~ dam: 12/03/03
TREE PROTECTION FENCE / ' TEMPORARY SILT FENCE I
/ THE CONTRAC ~ -w-~- ~ - TEMPORARY WIRE BACKED SILT FENCE / , THE CONTRAC, OR IS RESPONSIBLE FOR ~ - 400 C ~y
FOR EROSION CONTROL do TREE PROTE TI ~ KEEPI~ CON SEWER IJNE IN SERVICI I KEEPI G THE EXISTING SANITARY Q;~'' ~~s i
/ X12'""'~ EXISTING TREE SERVICE TO ALL THE L IE IN SERVI AND MAINTAINING SEWER ~ of ALL THE L TS DURING CONSTRUCTION ~ ~ P ~ ~•s
/ / OF THE , OF THE , EW SANITARY SEWER UNE. ~
' COORDI TE I HOVER ~ COORD TE WITH 11~E NEW HA ,
/ COU COU ENGINEERING DEPARTMENT. y ;F
/ , t _ .N91 , . ~ EXISTING SSMH ; - - - A "N
, 4. _ . ~
KIM= 14.li ritLu vtrcirr DISTURBED AREA/ 1 + - Lf. 1•
/ ~ TOP=7.99 FIELD VERIFY 4 CONSTRUCTION LIMITS JAN 0 V R 200
NEW 8 INV. IN=8.20 11 1
FIELD VERIFY SCALE: 1 1 I I cl
0 50 100 150

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EXIST, INV, 14,17 SPACED 7b' FROM SSMH ~Z SPACEO ZO' O.C, SEE DETN4
AND 75' FROM SSMH 3. SEE OETNL
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
NOTE: n
SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM HORIZ. 1 = 50 s e DATE: rew u
WATER LJNES OF 10 FEET LATERALLY OR 18" VERTICALLY WATER VERT. 1" = 5' r~,~ 12 3 03 N W HANG R pp~ E
OVER SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER H IZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE Con~itn En ~ Inc, `~r ~i 9 9 v~"'ry SCALE: , Q:'''~E88' 902 MARKET STREET t~ - 50
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER awNt~ ~ i ~ VOV N 1 Y t s 5 Ql~ Wilmington, North Carolina 28401
MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC rn~?n euNa~, P.~ ooumr ~n WATER SUPPLY DESIGN STANDARDS AND 8E PRESSURE TESTED TO 150 NQ~' wwr~ °0~ ~ ~ www.androwandkuske.com DRawN: r -NORTH CARO!_INA E
O $ 2004 PSI TO ASSURE WATERTIGHTNE FOR 230 ~ ~ 1°° ~AN SS BE E BACKFlWNG OR EITHER w~.nnicmN, Nc zee R3 ADDED NOTES ON REMWAI OF TF • DLL Ra~wAl of TME oasnNC s~wRARY s~woR ~ ~ ~-s-o4 I
THE WATER MAIN 013 THE SEWER UNE MAY BE ENCASED IN A WATER- ~~o-~-»~ R2 TSF DITCH siABIUiATION Ac Pv~ • THREE OAKS MIXED E DEVELOPEMENT CHECKED: tJ2Al10N dt PVMT OVERU~Y 12-22-03 ~ ~ US
. TIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF r._~ _ ' ' WA R & S~ ~Mc~,nE~' . JAK tll
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE THHOMMSN.`TUCKER, MEM9ER Rl REVISE INVERTS ON SANITARY SE )N SANITARY SEWER 0 DITCH CROSSING 12-16-03
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY I arcs, LLC FMv NO. DRIVE PLAN & PROFILE CE CT N0: D6croPnai ooh s
AGENCY FOR USE IN WATER MAIN CONSTRUCTION. 315 FRIDAY wwMr+croN, N C 28411 REVISION DISTRICT NEW HANOVER COUNTY, N.C. 3059 'C 2003 ANDREW do KUSKE
910-538-5719
BY

J J J J
~ ~
SITE WORK NOTES: ~
a a
s' w es FABRIC 1. THE CONTRACTOR SHALL VISff THE SITE TO BECOME FAMILL4RIZED WITH w Z
FlELD CONSTRUCTION CONDmONS. J ~ Q~ ~ w W Y
sTm oR wood cost arm oR wOao cost 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND IOCAI RIGHT OF o ~ o to
STEEL "T" POST NIKE MESH FOR STANI Z MRE MIaH FOR STANDARD FABRIC WAYS WITH PROPER AUTHORmES AND SHALL MEET ANY REQUIREMENTS AS ~ ~ o
1 ~ U_ WIRE MESH FENCE LAND CONNECTION TO EXISTING STREETS. a ~ d Y •rANDARD OR EXTRA SiRFNG1H TO TRAFFlC CONTRO ~ W Z U ~
ILL 14 CA Is! IESfI b N STANDARD OR EXTRA i t FUR STA1g1VID FABIGC ~ FlL1ER FABRIC x>ER FABIC 3. DISPOSAL• CLEARED GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE ~ ~ N z
s ~ w REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL ~ w o g ~
J SYNTHETIC WOVEN _ >IRECnON of WATER FLOW APPLICABLE LOCAL AND STATE CODES. N N o
FlLTER FABRIC ~ ~ aRECna+ of wAhTI i d~ • o ~ a
NOTES: ~ , ANCHOR FABRIC SKRT 4. BORROW MATEkiAI: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL w M ~ J u~NaR FABRIC sclRr REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED ~ ~ o r
OI i m ~ IAN. 8' DFFP d 4' Iw AN. 8• DFFP d 4' HIDE. ~ ~ O W WITH BORROW OPERATIONS. N M
1. FENCE MESH SHAD. BE MINIMUM o CRIM ONNECTOR ~ ~ 32 IN WIDTH AND SHAU. HAVE FlU. SLOPE d ~j W
A MINIM M OF 6 UNE WIRES N 5. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO o ~ Q W
WITH 12 STAY SPACING. CONSTRUCT HIS WORK. ~o N o 0
2. FlLTER FABRIC SHAU_ BE MIRIFl GROUND UNE 6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF n
140 OR EQUNALENT AND SHAU_ I NOTES. EXISTING UTiLmES DURING CONSTRUCTION. o W m ~~t~11
BE ADEQUATELY FASTENED TO y~• FEtrcE FA~IC ~ ~ ~ ~ worth rMTH THE FENCE MESH WITH CRIMP- ~ TO ANCHOR BOTTOM DIG 30 lB/M TEN9lE SIRENGDI FOR STANDARD FABRIC TREEINFORMATION FROM SURVEY ~ v~ 7. EXISTING BOUNDARY, TOPOGRAPHIC ANO N ~
ING CONNECTORS. ~ IN 6" DOWN dt 6" OUT AND 50 lB/IN FOR EXTRA STROicTH. a= BY MICHAEL UNDERWOOD do ASSOC. AND PROVIDED BY THE DEVELOPER o'
N Z
3. STEEL POSTS SHAU. BE 5'-O" ~ ~ F~ ~T ~ IN HEIGHT AND BE OF THE SELF ' 8. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
FASTENER "T" SECTION TYPE. a. sTm PosT sHAU BE IAN 4' IN HERMIT AND BE aF DIE SELF-FASIT9TFR S1EEL ANCLE TOPE. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION W
4 WOOD POST SHAM BE A N!L OF 4' M HEX;fIi AND OR DISCONNECTION OF ALL EXISTING lmLmES WITH APPLICABLE AGENCIES
SIDE tigEW 4' IN OIAIA:IER. FABRIC SHALL BE FASTENED TO AND AUTHORmES.
wDODEN POST MTH NOT IESS 1HAN ~9 NIKE STAPIE 1' LONG OR 11E NIKES.
STEEL "T" POST 10. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT NCDOT STANDARDS. W
3' STAKE SPACING TEMPORARY WIRE BACKED SILT FENCE v,
z ~ 11. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND Y
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
N 12. ALL AREAS SHALL BE GRADED FOR POSIINE DRNNAGE.
- MIN. 0 ~A. WIRE 2 MIN. ON 6 6 CENT. W
EROSION CONTRCL NOTES AND MAINTENANCE PLAN: W
AS REQUIRED 1 1 IMENT CONTROL PRACTICES WILL BE CHECKED FOR 1. ALL EROSK)N AND SED
2" SF 9.5 A SURFA(~ COURSE STEEL "T" PO ~lRFACE COURSE (NCDOT) STABIL(1Y AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL W 2
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL MAINTAIN ALL PRACTICES AS DESIGNED. Z BE MADE IMMEDIATELY TO
9" MIN.
~r. ~ 0 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
~r*~* ~ NE E OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT
SILT FENC - CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION $ FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS
MP TED DED REPAIRS WILL MADE IMMEDIATELY THAN ONCE EVERT' WEEK. ANY NEE BE ~
P N VI cK u TO MAINTAIN ALL PRACTICES AS DESIGNED. g m
FOR NCDOT ROAD REPAIR: 2~ SF 9.5 A SURFACE COURSE NCDOT) ~ C NSTRUCTION ENTRANCES IN A CONDITION TO W~ W 3. MAINTAIN THE GRAVEL 0 a; ~
9 TYPE A8C STS BASE (NC FR NT VIEW " " " PREVENT MUD OFi SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE ~ ~
FOR DRNEWAYS 6 "CONC. W/ 6 X 6 /n - 6 MESH FOR SIDEWAU(S 4 CONC. MIN. CUT =WIDTH CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY ~ W" ~o " Y
EROSION CONTROL BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDmONAL N0. 4 ~ ; ~ ~ a
STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ~ n . , ~ • n NTO PUBLIC RO;~OWAYS SHALL BE REMOVED fMMEDIATELY. I ~ a
AROUND DROP INLET PAVEMENT REPAIR DETAIL NTS n
NTS NOTE: EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN < 3 0 ~n~ o 4. INSTALL
THE PAVEMENT REPAIR TO BE DONE ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
THE SAME DAY AS THE CUT.
TRENCH BOX AS RE UIRED IMMEDATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ~ E Q ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE ~ 0 0
CONTRIBUTING OF~'AINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ~ m
PI ri ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE ~ M n Y LINE ALL MATERW.S A D a a ~ OF R PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND ~ v ~
APPROPRIATELY &TABIUZE ALL BARE AREAS AROUND THE DROP INLETS. - ? 0 0 0
Y Z ;
5. SEDIMENT WILT. BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT a ° °i STONE BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE ~ z w o
1 BEDDING REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. N ~ o x a
50' R.O.W. rn3n=.~ ; DETAIL OF OPEN CUT
6. NO CUT OR FlLL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNLESS OTHERWISE SPECIFlED ON THE PLAN. ALL SLOPES
8' 20' 6' 6' G SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
PAVEMENT 0J
SHOULDER SMOULDER DITCH QJ IN 1 U 7. ALL DISTURBED AREAS SHALL BE SEEDED WITH 5 DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY AND Z
~ MOH MULCHED ACCORDING TO SPECIFlCAITONS IN THE VEGETATIVE PLAN PTO
MAINTAIN A VIGOROUS, DENSE VEGETATVE COVER.
" 1 4" SLOPE 1 /4 / / /FT. p~? 8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE ~
1 " * pJ 1 SHOWN ON THIS PLAN ARE NOT EFFECTIVE. W
SLOPE 4. LEI
~ ~ 6" MIN. 9. ALL EROSK)N SWILL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE Z
2" - 3" PROJECT IS COMPLETED. ~
a 10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL Z
RESIDENTIAL COLLECTOR ROAD COARSE AGGREGATE s° ti PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT W
NTS CLOSEOUT.
1:1 Z
~ TERRAIN MAX. SLOPE TEMPORARY GRAVELL ED TEMPORARY/PERMANENT - H
LEVEL 2:1 CONSTRUCTION ENTRANCE GRASS SPECIFICATION J
ROLLING 2:1 ~
STBC OR ABC HILLY 1-1/2:1 N
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER Z ADVERSE SOIL CONDITIONS. ~
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. U
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME .AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNT1L A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
A A 2 - ~ L BS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 IBS. PER 1000 S.F.
FlLTER FABRIC JUTE & MESH AS PER MANUFACTURER
1/4' WIRE MESH ME3~ 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, 03059
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
NCDOT CLASS A OR B EROSK>N CONTROL 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED Da. JAK III
STONE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD 8E pfd JPN OVER 60X DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
ANO SEEDING RATES. ORwrk DLL
4" TO 6" X57 , STEa Pb51 STONE ON UPSTREAM SEIF_p~pp~ ' 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND R FERT1LIZA110N AFTER PERMANENT COVER IS ESTABLISHES. 1
FACE AHCXE T~ ~ ~Q~ 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
FlLTER W 20X CARPET GRASS ~ ~r~
FABRIC ~ v T~ N ` iv 24X BERMUDA GRASS ~ Q~•
20X TURF FESCUE OF . Z'; QQ
SEC110N A-A ~ 10X CREEPING RED FESCUE S 24X ANNUAL RYE GRAIN Q
r ~ r ~ 43 BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
STONE CHECK DAM ~ ~ z NarES: PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98X AND y , . GERMINATION SHALL BE A MIN. OF 85X. ~FHQ
si sroNe SCONE ,
sHAU eE aR 6 ~ ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION q• SWILL BE_.~ SAN Q R 9nn, OF GRADING. _
rVVUJV %KL uurn IN IN. NW. 4 KwiinIN 1uw4r /4 «u7 CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
MULTI-DIRECTIONAL FLOW M ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
INLET PROTECTION WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. C2
nrs

j _
Z
W
Y J
Z
Y W
CAST IRON FRAME do pAyEp 0~1~ VARIES FOR WOODS OR
7-7/8" • COVER. TOP TO BE FLUSH OTHER AREAS OUT OF ~ 7-7/8 WITH STREETS, WALKS OR TRAFFlC. TOP TO BE AS Z
SNAP LOCK 401 PROTECTO CERAMIC LINED DIP SEWER 7-3/16" 7-3/16" RESIDENTIAL AREAS. NOTED ON PLANS ON a
MAIN (CL 54) SET ON GRADE 3 8 CEMENT ORTAR UNPAVED ROADS PROVIDE M J
AS PER PLANS. 8 COVER OVER UD AND o SET LABELED CONCR o W
MONUMENT NEAREST R a UMIT.
4.:; MANHOLE FRAME W
. ,d ; ' . .
CONCRETE COLLAR ~~COVEB ' '
W 4 MIN.
CONCRETE SPACERS FOR rr v!
MH STEP ADJUSTMENT TO GRADE T ~ ADJUSTMENT MAY NO Z
8" DIA. OR 8" X 8" CLASS 2.5 CCA PRESSURE TREATED W ZW ~ EXCEED 12' O
PILING. SPACING SET BY PIPE DYING LENGTH-NOT TO EXCEED U REINFORCING
20' WITHOUT APPROVAL PRECAST ECCENTRIC TOP W
FROM DISTRICT
o ~ ~ DUIMETER PRE-CAST MANHOLE
o ~ SECTIONS a
MANHOLE IN ACCORDANCE 5 MIN. WALL THICKNESS W
. • o W ~ C FOR 4 DU1. BARREL (n ° ~ 6" MIN. WALL THICKNESS Y
FOR 5 DIA. BARREL
EAIANT Z BITUMASTIC JOINT S 5 TYP. AS APPROVED BY THE
ENGINEER GROUTED INSIDE
SNAP LOCK 401 PROTECTO AND OUT WITH APPROVED W NON-SHRINKING GROUT 1 p~
CERAMIC LINED DIP SEWER ~ FOOT W
CUT TOP AT 30' AND SEAL MAIN CL 54 SET ON GRADE ( )
WITH COAL TAR. AS PER PLANS. t ~ pW W e C7 d TT W
d - 1 PIPE a
DIAM . M Z MINIMUM 8 51 STONE F" u u u ~ Z u u u
1' MAX ~o°o°o M ~ °o°o°c BEDDING FOUNDATION goo oooc
1" DIA. HD6 U BOLTS WITH 3" io a0 00 c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°c
0.6 WASHERS AND NUTS (ALL ss 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °_o o°_o°o o°o°o°_o°o°.o°o°o° °o°o°o°o°o°o°o°o°o°o°o°
STAINLESS STEEL . PIPE FLOW CLEAN OUT BOX
„ • ° 8" DIA. OR 8" X 8" CLASS RUBBER GASKET
2 x 12 CLASS 2.5 CCA • • 2.5 CCA PRESSURE TREATED 8' MIN. MONOLRHICALLY CAST 6 EXTENDED UP a: ~ ~
PRESSURE TREATED • ° PILING. ~ 3" A30 FELT ~ BASE SECTION (EXTENDED BASE NOT O ~
z 6 15 16 ~ REQUIRED FOR MANHOLES < 8 DEEP) W N ~ V N r UO ~~UUOs
zW n n ~ ~ ~ " n M ~ ZM S~ p2~ F n
2 X 12 CLASS 2.5 CCA W 1 DIA. HD6 U BOLTS WITH 3 4 "0 STANDARD MANHOLE x~ ~ 'o" R a ~
PRESSURE TREATED ~ ~ ~ 0.6 WASHERS AND NUTS (ALL, M w STAINLESS STEEL). 7Z~'? ~Zh 7 7 8 NTS - , - ,
NOTES: + • • ~ < ~o o~a~o 7 3 16 + ~ ~ ~ ~~N~ W O~~n3 Ol
1. PILE SHALL NOT OBSTRUCT FLOW OR M 4• .GAP
CAUSE EROSION OF DITCH/STREAM BANK. r~ a ~
2. MIN. CLASS 54 DIP-ENGINEER MUST ~ o u
DESIGN LOADING. FlNISFIED GRA FlNISFIED GRADE ~ m W i i W r~ M N
9i 97 ~ NOTE ~ ~ U r7 Y
. ~ M~~pp~ 'F O O o i~.lillflWf V+ lii Z ;
4" ~ ILO. F~11B-001 ~ O rn rn a~
T t ' ~ZZ O
NTS 4"-45 Bf 4"-,J BEND N ~ ~ x 3
18" NIPPLE do rn3a~ ~ 9 NIPPLE dt
GLUED CAP LUED CAP
U
Z
4" WYE .
STA STANDARD CLEANOUT (/1
w
w
Z
P C~
cASnNG FwicE Z EXTENSION OR STACK w
Z_
H
P J ~clc
NoT>~ Z 1. CASTINGS LOCATED OUT5IDE PAVED AREAS Q
SHALL HAVE A 2' X 2' X 6" CONCRETE V
GOLLAR. HEAVY DU1Y lX)
PIPE ZONE PIPE ZONE -c ,a-ar - ~d-~ 2' ASPfgLT
8' 0.0. 8' 6' 0.0. 8'
MIN. MIN. MIN. MIN. 4' SASE t • " ti ~ r ~ t
FlNAL BACKFILL FINAL BACKFlII PIIPDE 1SIZE AS
VN 111t I'LANJ 10 If OUCIIF F t!~! PIPE SIZE AS oiF1t 7fl~11 ~ t~
INDICATED 'MIN. 3' MIN. t~ tX)MPACTED IIORTTM OVER FUNGE SUEIGRADE
ON THE 0 CUSS 1, 2 OR 0 1 ~ MORTAR 2~ STANDARD BRlpf
r : O.D. O.D. 2~ MORTAR
`.'"•;'~,t:-~i:~" 8' MIN. CUSS 1 OR ''r• . INRIAL BACKFlII ~ MMI. CLASS 1
WATER VALVE eoz EX1ErSK)N Atm 03059
fo v oucnF ea axe uou cASra+c CQliERED ovEtt vuvE NUf
STABLE STABLE FOUNDATION FOIMDAIION SEWER CIFAN-our CASTING DES. JAK III CENTERED OVER STACK
MArERUL MATERVLL WATER ~ SANRARY SEWER INTERSECT / am: JPN ~'IlMS EVSTAIlATION REOUEiED wNO+ VALVE BOXES A!q pEVa-oafs DRwra DLL
~ ~ DUCTILE IRON PIPE Kra ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
~IIOR ro sErTINC cutn~s, NSTAUJITK)NS wAl REWIRE 95>< COMPACTION OR EIACKFXI. IN 6' UFTS. DALE: t;,fi~
PIPE BEDDING DETAILS
VALVE BOX AND CLEAN-OUT CASTING BASES 'S ~
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Will U 1004
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VICINITY MAP
NO SCALE
NEW HANOVER COUNTY STANDARD NOTES:
1. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER
GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
2. WELLS IN CONFLICT ARE TO BE RELOCATED.
3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT
OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT
RIGHT OF WAY LINE.
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED
OF CLASS 50, D.I.P. 401 PROTECTO CERAMIC LINED.
5. 10' UTILITY EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS.
6. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM
WATER LINES OF 10 FEET LATERALLY OR 18 INCHES VERTICALLY
(WATER OVER SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER
HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR
ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE
TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFIWNG
OR EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY
AGENCY FOR USE IN WATER MAIN CONSTRUCTION.
NOTES:
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE
DISTURBED AREA /CONSTRUCTION LIMITS LINE AND/OR THE
UTILITY EASEMENT SHALL BE SAVED TO THE EXTENT POSSIBLE.
THE CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE
NEW HANOVER COUNTY ZONING DEPARTMENT (910-798-7-115)
ONSITE TO FIELD REVIEW THE EXISTING TREES. THE
CONTRACTOR IS RESPONSIBLE FOR INSTAWNG TREE
PROTECTION FENCING AROUND THE EXISTING TREES BEING
SAVED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. THE
CON-RACTOR SHALL SAWCUT ANY PERMITER TREE ROOTS THAT
CONFLICT WITH GRADING OPERATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC
CONTROL PLAN AND DEVICES DURING CONSTRUCTION IN
ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS. THE
CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL
NCDOT APPROVALS AND CONDITIONS OUTLINED IN THE
APPROVALS. COORDINATE WITH THE NEW HANOVER COUNTY
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND
CONTACTING NCDOT FOR THE REQUIRED INSPECTIONS ON WORK
WITHIN THE NCDOT RIGHT-OF-WAY.
4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF
ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN
ACCORDANCE WITH THE EROSION CONTROL MEASURES
SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. IN
ADDITION TO THE EROSION CONTROL MEASURES SPECIFIED, THE
CONTRACTOR SHALL
INSTALLEROSION CONTROL BLANKETS
/
TURF REINFORCEMENT
MATS IN ACCORDANCE WITH THE
MANUFACTURES RECOMMENDATION AS REQUIRED WHERE
NORMAL SEED / SOD STABILIZATION IS UNSUCCESSFUL.
5. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE INFORMATION
FROM SURVEY BY MICHAEL UNDERWOOD do ASSOC. AND
PROVIDED BY THE DEVELOPER
SITE DATA
TOTAL DISTURBED AREA/
CONSTRUCTION LIMITS:
WETLAND DISTURBED AREA:
34,008 SF (0.78 ACRES)
6,633 SF (0.15 ACRES)
LEGEND
4" SS 9.5A ASPHALT
WENT OVERLAY
1 1/4
"
SS 9.5A ASPHALT PAVEMENT
- OVERLAY LIMITS SEE NOTE 3 SHEET C1
-- THREE OAKS PROPERTY LINE
DISTURBED AREA/CONSTRUCTION LIMITS
- - - - - -- RIGHT OF WAY
-- EXISTING EASEMENT
PROPOSED EASEMENT
SS EXISTING SANITARY SEWER
- PROPOSED SANITARY SEWER
- • • - • • - • • WETLAND DELINEATION LINE
-- EXISTING DITCH
x14.76 EXISTING SPOT ELEVATION
�'- - - - EXISTING CONTOUR
TREE PROTECTION FENCE
of -N-N-W-rw - TEMPORARY WIRE BACKED SILT FENCE
FOR EROSION CONTROL do TREE PROTECTION
•1"roe EXISTING TREE
JAN 0 8 2004
J J J
I
*121NP11 •161NPINE \ / / / /�5 f 14, y.
�\ \�,���� \ •I21NPINE .121Ne1NE / i � 0� FOREST LINE AS T�GED BY / / x,4.39 x15.95 z
y181NPINE 2 •1 1
� 0� 0IAINI►�Ik'NPINE NEW/ HANOVER �OUNTIt\EMPLOYEES. /6 / x,5.,3 x(4To7 No x, .67 �
\ - - - - - ` "fo �121NPI�
'� x 13.83 4VxJ7 0
\ / x 15.15 W
x,9.93 •2aNP,161NPINE / /
x 14.21 L
INOAr, \ ����/���,•,� //����j�(('f�j*122111NNy.Y.I�r�+E „ 1 INPINE � x11.69 O U Z Y Q
02 NE \'1'TJ11R7'""rMc / \ \ I�fp x14.03 Z O Y J �_
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\ x 14.49
1219030 �� res ��- / krOO' �.�` \ / W � 0 Z
17 1 �e �IYINPINExTg. h4 _ = V) () W Q
ag •t�IN �161NPi�� / i
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\ �161NPINE X78 / /�.t ! x,3.09 9 Z>_ v) 0 LjJ W
` _ aLQINPINE , 7t 5tK to N
� � z (n <
\ / REGRADE \\ \ G x,7.49 I81N�' / NOW OR FORMERLY e M
O
TE{E� �� _1 / TEMPORARY SILT FENCE Z W
\ DITCH BANK I --\-A . �� / - -t X76'7 / ,�"'x,3.20 "HARDEE" A � 0 J W
'\ SLOPE, A D IN \\��\- � \ SSMH #4 � �.� _ _.._..yi � SANITARY SEWER PIPE � BOOK 1218 PAGE 1039 � c o W ® ? � �
\ 10 X20 X 1 NC DOT CLAS �� TOP=16.0 / SUPPORTS SFACED 20 o N �o F- X cr
B EROSION C�dNTROL ST NE ��•��� It =12.89 / j " . / ON CENTER. INSTALL CLASS 54 � i i o W W j O
\ �6 / E.I.P ' , I N C4
ON MIRA 600 X " / DIP ACROSS THE DITCH. z
\. FABRIC OR PROVED E UA �� \���26 LF"$ x � / x'2.5' SEE DETAIL StIEET C3. J W
TO�TABILIZ� THE DITCH NK. \ 1 � � \0.4076 1 8� P so. l / 0 (W W �-
\ / INSTALL TSF ��_ONG THE TOP _ Q
x 14.69 ��� 14.1 � "�-
\ ANSTALL TSF�ALONG ��� ��� o r1 ' �' x13.4 X4180 OF THE EXIST;NG DITCH BANK � � � �n Q W � z
In TOP &\ THE ��� r APL �- / AT THE END 1:)F EACH WORK Q
EXISTING`,QITCH BA�,/����(` i / DAY OR DURING A RAIN EVENT �w � � O
AT THE- END 0 �S 13 9 14 /\
EACH WORK �AY OR`s x13.33 SANITARY SEW- PIPE SUPPORTS. _, jr z (J
THE CONTRAC'i OR IS RESPONSIBLE
DURING A RAIN EVENT / \ x13.,9 FOR FIELD DETERMINING THE EXACT fQ O
SSMH 3\' \ 4.33 �� LOCATION WITH THE NEW HANOVER v! W
TOP=14.75 4" x, . 6`; x12.COUNTY ENGINEERING DEPARTMENT Y z V
INV. IN=12.39 \ , �F6 . �6" Map E \ �� x12'97 PRIOR TO CONSTRUCTION. Q Q � O
INV. OUT= 11.25 E.I.P o•D .. 1 SEE DETAIL SHEET C3. O � W z
13Ie4MAP Q
I ,F •46� �\ x,2.59 W W
NOTE: SSMH #3 x 14.14 Sx 13.46 \8. w,0� W O
SHALL HAVE A / 1`1' x 12.70
WATERTIGHT FRAME / - ^�6. ,3.14. \� LL Z
/ K t 4.37
AND COVER IN h� *� AP TEM S'!_Tx,EENCE = LL Q
ACCORDANCE / / / ' p , z 0 3.46 ���� \ y30 �'- u- = W
WITH THE PROJECT / /I /� '� �' x13.71 \ x, a d�
SPECIFICATIONS / / 5 , 12" MAPL 228 LF 8" \ 1x12.3 �°x W
/ 30 UTILITY EASEMENT x, . 6
\�,�7�I/o• /////.�/ / SS O 0.40% x 21
2.60 z
%14.05 x 13.83
SSMH 2 x,429
-�_ NOW OR FORMERLY # � x,5.23
"PENNINGTON" 70 '�� TOP= 13.8
➢i 1, \ /
P. BOOK 1524 PAGE 0491 ,OPL2w INV.=10.34 1 5�� �� /
`\ x16.73 8
JDK�i4�S7 ' 03 NOTE: SSMH #2 /
.96 x1 4 SHALL HAVE A r x, 7.26 / N W
WATERTIGHT FRAME `\ /' m
THE CONTRACTA IS'RESOONSIBLE FOR ABANDONING AND RELOCATING �� �� a
/ AND COVER IN r^ THE EXISTING WE TN CONTRACTOR -SHALL ABANDON THE EXISTING WELL 15.6, �'1 �13 /
�9 ACCORDANCE
IN ACCORDANCE WI THE TATE CODE. REFEREN�NCDENR NORTH CAROLINA , 1� x,6.os /,- a 15 a
/ IST. WITH THE PROJECT r.-1 c) - Ua X�g.,
ADMINISTATIVE CODE 15A NCA6 02C.0113 ABANDONMENT OF_lVl ELLS.- _COORDINATE WELL z1 Z m Z ,
/ WITH THE DEfLOPER AND\ PROPERTY OWNER TO IJETERMINE THE LOCATIOkI HOUSE ECIFlCATIONS. -+, g o
SAWCUT, REMOVE, REPAIR AND tLACE '
20� _ THE EXISTING CONCRETE DRNEWAY �. xt7.n .�
AND SPECIF1 PIONS OF THE NEW WELL PRIOR TO BEGI NTNG CONSTRUCTION. ` x JgEj
?, AS REQUIRED TO INSTALL THE NEW x"'84 5-
1
TREE " ROTECTION FENCE 575 I 8" SANITARY SEWER LINE. COORDINATE �>._" �' -I �C� a
L7 -41-
x1 73 ' \�u N T# a n iF 1
' \ R 236 LF 8' - WITH THE DEVELOPER AND THE PROPERTY
/ -21- / -27- SS O 0.40% x' 3 4 - OWNER PRIOR TO BEGINNING CONSTRUCTION. I I F
\ N 1 i
30' UTILITY EASEMENT 18 o x NOW OR FORMERLY x16.4' i
\ -26- 7. �, - "MANLEY' I I 1 1
BOOK 2251 PAGE 0406 Of v M Y
BAYSHORE ESTATES - z -o
\ THE CONTPA170 P IS RESPONSIBLE FOR I
SECTION 14 T Mce 28 1 o 0 0
` ^' ^' ABANDONfi;� � � �-�t LASTING �E:WER LIFT STATION x
MAP BOOK 29 PAGE 22 EXIST.
/ \ SEWER - / IN ACCORDANCE WITH ALL LOCAL AND =15.52 <0
/
-22- /' `, : •_. .. , LIFT I STATE RREQUIREMENTS. CO�RDIl�IAT - - - - - Z z
TE IPORARY Gh�AVELED CONSTRUCTION ENTR�INCE. STATION / ' N g p x 3
ALL CONSTRUCTION ACCESS SHALL', BE �`� WITH - THE - DEVELOPER AND PROPERTY o J = Q 3
FROM MALLOW ROAD OPh. E 0' 42 6 /- OWNER PRIOR TO CONSTRUCTION. °' a `� 3
\ LA
I
9. 19.05 w D U
SS MANHOLE / > 0
RIM 20.23 \.` EXIST. WOOD FENCE 20� Ex15T. / 0 xe.�9 �O I , U
INV. 15.50 \ ,.s4 Wood FENCE / • 5.10"` 0 z I Z
\ //' x14.76 0 Z I D' •-
'. ` .. '��'--- Z ■,3.45 D -360-
21
THE 'CONTRACTOR IS RESPONSIBLE FOR OPERLY ABANDONING- 20.23 SSMH #1 c) Iip
THE' EXISTING SANITARY SEWER MANHOLE BY REMOVING THE RING 1.73 ; 0.33 3 0 7 / xz1.45 T013o='20.5f 1-1 m °D m i v
\ AICD COVER AND FILLING THE EXISTING MANHOLE WITH CONCRETE. 960.25' v o f.62 INV.=9.4 0 I D
CLEANOUT -1 , D (J) 1
COOR 1NATE WITH THE NEW+IANOVER COUNTY ENGINES RING DEPARTMENT I 20 975 29 D r 0 m W
\ 5 ss m -1 m I Z
/ THE CONTRACTOR IS RESPONSIBLE FOR, -PR -OP LY ABANDONING r� �'
mi 106. Li
1 N m N) BAYSHORE ESTATES _---- --- n
\ \ ✓" THE EXISTING SANITARY SEWER U E IN PLACE. COORDINATE 19.90 N ECM 1995 > ___-- SECTION 10 O i 0
%WITH THE NEW HANOVER COb1VTY ENGINEERI DEPARTMENT m--1 �: MAP BOOK 18 PAGE 38 Z
EXIST. tf.A2 .9s I
WELL 19.45 f.53 ` \ _ ' I C � , W
HOUSE x01.55 aj O I
' 4INV.: T7-53
��� \ / DISTURPED AREA/ \ 18� I / 5 �_, SAWCUT, REMOVE, REPAIR AND REPLACE I �Z
/- CONSTRUQTION LIMITS 7 I .919 NV.: 16.99 \_ THE EXISTING ASPHALT PAVEMENT s I Z
/ INV.: 17.29 , .29 x \, AS REQUIRED TO INSTALL THE NEW I
/ -24- 15" CMP \ -\ 8" SANITARY SEWER LINE. SEE NOTE 3 AND <
/ \ / INV.: 16.80 16. 7 , 3. 1 % 9.15 �� ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. ' rn '
r- SEE PAVEMENT REPAIR DETAIL SHEET C2• XA
/ % N25N INV.: 16.15 16.5 1 01 1Q' 30^- ^361 X V)
15" CMP vii 300 LF 8" I p
INV.. 15.72 '"'' i SS O 0.40% ---------- � i U
/ CLEANOU _ --- - -
/ \ INV.: 15.06 1 165 j T.
LIGHT - ------ --- - I ,
r 10 TEMPORARY CONSTRUCTION EASEMENT. II II
16.7e ------ I
I I
_ I
I
14.
I
_ THE CONTRACTOR SHALL COORDINATE � I
1 MP
5 C ,
I I
_ i
INV.: 13.85 W I Ii -- _ WITH THE ADJACENT PROPERTY OWNER 1
/ \ AND THENEW HANOVER COUNTY
THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY _ .2 10' ENGINEERING DEPARTMENT PRIOR I IIIIII�II IIIIII)
ABANDONING THE EXISTING SANITARY SEWER UNE I fi 0
/\ \ I W �31 � TO BEGINNING CONSTRUCTION. -362- II III �I
IN PLACE. COORDINATE WITH THE NEW I Q III
\ HANOVER COUNTY ENGINEERING DEPARTMENT I X14.84 TEMPORARY STONE CHECK DAM
III
/ \ 0871 I I X72 15" CMP WCUT, REMOVE, REPAIR AND REPLACE I II
,
T� I I t 4..95 � E EXISTING ASPHALT PAVEMENT - - -
FFA \ ss MANHOLE INV.: 12.51 f REQUIRED TO INSTAU--THEW--- I
03059
so' p q� _RIM 14_17 4. , - TART -SEWER LINE. SEE NOTE 3 AND f
INV. 7.99 - ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. I DES. .JAK III
NEW INV. -8.20' ' 417 PKN 173 '� SEE AVEMENT REPAIR DETAIL SHEET C2. �; JPN
/ oRwrk DLL
\� x I's \--------------------7::-TEMPORARY
... I I
/' `• 13.75 i w e 12/03/03
TEMPORARY SILT FENCE
/ THE CONTRA , R IS RESPONSIBLE FOR C
/
KEEPING THE EXISTING SANITARY \ - - '�� . • • -
Q. .
/SEWER LINE IN SERVICEAND MAINTAINING SEWER p .•o�Ss i ••
' SERVICE TO ALL THE LOT'S DURING CONSTRUCTION \ - - ; • P '�'
OF THE ,NEW SANITARY SEWER UNE. AL
COORDIMTE WITH THE NEW HANOVER � 43
/ COU ENGINEERING DEPARTMENT.
/ EXISTING SSMH •••FNB ���•�
RIM= 14.17 FIELD VERIFY 1 �•,��� q•• ► .•••' ����••
/ TOP=7.99 FIELD VERIFY DISTURBED AREA/
NEW 8' INV. IN=8.20 ` CONSTRUCTION LIMITS
FIELD VERIFY �, - SCALE. 111 - 50
1
0 50 100 150

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EXIST. INV. = 14.17 SPACED 75' FROM) SSMH ~2 ANO 75' FROM SSMIH 3. SEE DETNL SPACED 20' O.C. SEE DETAIL
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
NOTE: ,
SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM HORIZ. ~ = 5~ ATE: rew u e
WATER LINES OF 10 FEET LATERALLY OR 18" VERTICALLY WATER VERT. = 5' OVER SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER H IZONTAL ~~a+ 12 3 03 , R HA 0 NEW . Co~s~ltnn En n Inc.
AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE . ~ • 9 ~ ~ SCALE:. ~ ~ . 1 • 50 Q;•~ Egg 902 MARKET STREET .
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN ANO SEWER owr~ . F NTY ~ = 5 C Wilmington, North Carolina 28401
MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC wrA1T E ~/INCFWm. P.E COUNitt EIlOAEEIr WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 mum r~ ~ ~ _ www.androwandkuske.com DRAWN: NORTH CARaLINA
~o ~ tie, stare Leo PSI TO ASSURE WA'iERTIGHTNESS BEFORE BACKFlLLING OR EITHER w~cra,, r~ nos R3 ADDED NOTES ON REMOVU OF THE EXI! ~ DLL ARY uNE ~ t-e-o4 ~ . IAL OF THE EXISTING SMMT SEWER CHECKED:
JAN 0 8 2004 THE WATER MAIN OR THE SEWER UNE MAY BE ENCASED IN A WATER- sto-~s-~tss ~ THREE OAKS MIXED USE DEVELOPEMENT n~, ec wlrlT ovER~Ar 12-~-~ ~ JAK III
TIGHT CARRIER PIPE WHICH ExTENOS ~o AFT ~ AoTH ~nt:s c>F R2 TSF, DrrcH STA~uzAnoN, do PVMIT avE
THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE T~HOMA~ N. TLOQ:RR, MEMBER VITARY SEWER 0 OrfCH CROSSINO 12-15 g -•'ri~~oll,
CARRIER PIPE SHALL BE OF MATERIALS APPROVE n+RM amts, uc aw NO. DES D BY THE REGULATORY 315 FRIDAY DRIVE DE9dMPIlON ME i. ' STRICT PLAN & PROFILE PROJECT N0:
AGENCY FOR USE IN WATER MAIN CONSTRUCTION. w~ncroN, NC 25411 R R I N '"~NEW HANOVER COUNTY, N.C. 03059 ©2003 ANDREW do KUSKE
910-536-5719
BY

J J m n n
SITE WORK NOTES: ~ a
s' w ES. FABRIC a t. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH w
~ Z FlELD CONSTRUCTION CONDmONS. J Q
w ~ Y J
STEEL T POST ~ sTm ~ ~ ~ wooD ~osT 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF o o ~ Z
WIRE LIE511 FO WIRE MESH FENCE ~ ~ srANDARD oR -MIRE GESH FOR STANDARD FABRIC WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS ~ ~ ~ TO TRAFFlC CONTROL AND CONNECTION TO EXISTING STREETS. a ~ n. Y W
~ 14 G h61E51 b N FOR STANDARD FA~tlC ~ - ~ FILTER FABRIC -STANDARD OR EXTRA STRENGTH W Z ~ ~
N ~ FAe~ 3. DISPOSAL: CLEARED GRUBBED, STRIPPED OR IXCAVATED SPOIL SHALL BE ~ ~ vii ~ ~ v W Z w
SYNTHETIC WOVEN _ i J REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL ~ w n o ~
FlLTER FABRIC ~ ~ of -oIRECTroN of wATrJt stow APPLICABLE LOCAL AND STATE CODES. cn N n z ~i
NOTES: o ~ a: Q ~ 4. BORROW MATERAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL w M ~
O ~ s ANCHOR FABR ANCHOR FABRIC SKAtr REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED ~ ~ o MIN. 8' DEEP a 4 wlo~ ~ ~ o W
1. FENCE MESH SHALL 8E MINIMUM ~ o GRIM ONNECTOR m ; rr ~ 32" IN WIDTH AND SHALL HAVE I Fl - ~ WITH BORROW OPERATIONS. N o
A MINIM M OF 6 LINE WIRES N LL SLOPE ~ I W 5. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO o N
WITH 12 STAY SPACING. W CONSTRUCT HIS WORK. ~o I n
2. FlLTER FABRIC SWILL BE MIRIFl GROUND LINE N Z
140 OR EQUNALENT AND SWILL I NOTES: 6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF IXISTiNG UTILmES DURING CONSTRUCTION. p
BE ADEQUATELY FASTENED TO ~ THE FENCE MESH WITH CRIMP- ~ ~ FENS FAa~c sNAU ~ ~ ~ ~ wgTH rNtH o TO ANCHOR BOTTOM DIG ~ ~o LB/IN TFJlSN.E STRENGTH FOR srANOARD FABRIC W m ~I~
ING CONNECTORS. I IN 6 DOWN do 6 OUT AND so lB/IN FOR El(iRA STRENGTH. 7. IXISTING BOUNDARY, TOPOGRAPHIC AND TREEINFORMATION FROM SURVEY ~ v~ N ~
N ~ AN PROVID ~ ~ 8Y MICHAEL UND~RW000 do ASSOC. D ED BY THE DEVELOPER Z
3. STEEL POSTS SWILL BE 5'-0" 2 FABRC SHALL BE CON11N10US LENGTH. R' JOIN15 ARE NECESSARY, LAP FABRIC POST TO POST. IN HEIGHT AND BE OF THE SELF 8. THE CONTRACTOR SHAU_ VERIFY DIMENSIONS AT JOBSITE.
FASTENER "T" SECTION TYPE. a sTET:t Post sNAU eE ~ 4' w HEI~r AND BE aF 1HE
SELF-FASTENER SIEJl ANGLE TYPE 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION uJ
4. HOOD POST SHALL BE A MM. OF 4' M HEN,11i AND SIDE VIEW 4' Ri DIALEIER. FABRIC SHALL EIE FASTENED lO OR DISCONNECTION OF ALL IXISTING UTILmES WI1Ti APPLICABLE AGENCIES AND AUTHORmES.
w000EN POST WITH NOT LESS THAN ~9 WN~E STAPLE 1' LONG OR PE WIRES.
STEEL "T" POST 10. ALL PAVEMENT AND BASE MATERALS AND WORKMANSHIP SHALL CONFORM
3' STAKE SPACING TEMPORARY WIRE BACKED SILT FENCE TO CURRENT NCDOT STANDARDS. W CE
Z NTS - ~ 11. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
Y STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
N REQUIREMENTS.
t2. ALL AREAS SHALL BE GRADED FOR POSITNE DRAINAGE.
2' MIN. MIN. 0 ~A. WIRE ON 6 6 CENT. W
EROSION CONTROL NOTES AND MAINTENANCE PLAN: W
1, AS REQUIRED 1, t. ALL EROSION AND SEDIMENT CONTROL PRACIICES WILL BE CHECKED FOR
STEEL "T" PO ~ 2 SF 9.5 A SURFACE q .5 A SURFACE COURSE (NCDOT) STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL
W 2 BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL
BE MADE IMMEDIATELY TO MAINTAIN ALL PRACIICES AS DESIGNED. Z
~ 9" MIN. . 2. INSTALL EROS:~N CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
NE E OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT
SILT FENC CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
MPA D FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS $
P VI K THAN ONCE EVERY WEEK. ANY NEEDED REPARS WILL BE MADE IMMEDIATELY ~ TO MAINTAIN ALL. PRACTICES AS DESIGNED. ~N g
FOR NCDOT ROAD REPAIR: 2" SF 9.5 A SURFACE COURSE NCDOT) m NCD0T7 ~
FRON° VIEW s' TYPE ABC STONE BASE (NC T) 3. MAINTAIN THE GRAVEL CONSTRUC110N ENTRANCES IN A CONDITION TO a#~ ~
FOR ORNEWAYS 6""CONC. W 6" X 6"/6 - 6 MESH PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE o ~ CONTRACTOR SHALL INSPECT THE CONSTRUC110N ENTRANCES ON A DAILY ~ WN a
ER I FOR SIDEWALKS 4 CONC. IN. CUT =WIDTH OS ON CONTROL ~ Y ~ A BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDmONAL N0. 4 ~ UU M ~~Z~
AROUND DROP INLET PAVEMENT REPAIR DETAIL r STONE. ANY Of~JEC110NABLE MATERIALS SPILLED, WASHED, OR TRACKED ~Z,• . , } •n
ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. Y I ~Z ~ a
NTS ~ NOTE: -1 ~ -I 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN < Quo rc~n o
THE PAVEMENT REPAIR TO BE DG~~E Ml r ~ ON THE PLANS i'0 TRAP SILT DURING CONSTRUCTI ~~N~ ~ o~~~n~ m ON. INSPECT T1iE EROSION
THE SAME DAY AS THE CUT. CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
IMMEDATELY. REMOVE SEDIMENT WHEN R BECOME$ 0.50' DEEP TO PROVIDE TRENCH BOX AS REQUIRED Ap UATE STORAGE VOLUME FOR SUBSE DENT RA E
EQ Q INS. WHEN THE ~ ~ a CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE _ m rn
PIPE ~ ,^,ND ANY UNSTABLE SOIL AND EITH ~ ~ Y LINE ER SALVAGE OR DISPOSE
OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND ~ ~ ~ v Z~~ ~
APPROPRIATELY ~TABIUZE ALL BARE AREAS AROUND THE DROP INLETS. iilZ00 3
L 5. SEDIMENT Wil i. BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT s ~ O o~ rn v ~ a
STONE BECOMES 0.5 't DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE ~ ~ z w
BEDDING REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. z ° N~ox 3
50' R.O.W. DETAIL OF OPEN CUT ° - = Q ; rn3au. ; 6. NO CUT OR FlLL SLOPES SHALL IXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFlED ON THE PLAN. ALL SLOPES
8' 20' 6' 6' SHALL BE SEEDF'D AND STABILIZED WITHIN 15 DAYS.
PAVEMENT ~ SHOULDER 0J SHOULDER DITCH QJ 7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. U
0' ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND ?
MOH 4 MULCHED ACCORDING TO SPECIFlCAITONS IN THE VEGETATNE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATNE COVER.
1 /4"/FT. 1/4"/~, SLOPE ~ 1 /F~• 1 /Fr, o~ 8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF 11i0SE ~
SLOPE SHOWN ON THIS PIAN ARE NOT EFFECTIVE. W
* 4' ~ W 9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE Z
' 6" MIN. PROJECT IS COMPLETED.
r 2" _ 3"
RESIDENTIAL COLLECTOR ROAD COARSE AGGREGATE ~ 10. REMOVE TEMPORARY MEASUR U Z ES PON COMPLETION OF PROJECT. ALL
NTS 6 PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT W CLOSEOUT.
1:1
~ TERRAIN MAX. SLOPE TEMPORARY GRAVELLED Z
LEVEL 2:1 , TEMPORARY/PERMANENT
CONSTRUCTION ENTRANCE ROLLING 2:1 GRASS SPECIFICATION
_ STBC OR ABC NTS HILLY 1 1 /2:1
1, CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER Z
ADVERSE SOIL CONDITIONS. ~ 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL. ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES U
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F. PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP. 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
A A 2 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
FlLTER GRAIN STRAW dt HAY AT 75 TO 100 LBS PER 1000 S.F. WOOD CHIPS AT 500 LBS. PER 1000 S.F.
FABRIC JUTE & MESH AS PER MANUFACTURER
1 /4" WARE IrIfSH ~H 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, 03059 AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
NCDOT CLASS A OR B EROSION CONTROL 9. INSPECT ALA SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED oES. JAK III
STONE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 6096 DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER am: JPN AND SEEDING RATES. p~ pLL
4" TO 6" X57 STONE ON UPSTREAM ' sfm F~oST POST 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FACE ? w SELF-FAST ~ ANGLE TYPE) FERTILIZATION AFTER PERMANENT COVER 15 ESTABLISHEb. ~ ~ QATE 1 i„/Q~
FlLTER ~ 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
FABRIC ~ v N ` N 20X CARPET GRASS N 24~ BERMUDA GRAS5 ~
Q;.• 20R TURF FESCUE ~ 0: OF ;
SECTION A-A , 10X ; QQ CREEPING RED FESCUE
r T sEOIMENt ' 2496 ANNUAL RYE GRAIN S Q
S ONE CHECK DAM sTnNE , _s ~ , z ROTES: •BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER ~ PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98~ AND
Ssmn~oNT srO~ GERMINATION SHALL BE A MIN. OF 85~. 'FHQ 1iG,: `
HALL BE 3 OR 7. BCE 3 OR SCONE ~ ~Ar~ O S ALL DI TUR ~ 1004 S BED AREA SHALL BE SEED,_D WITHIN 15 DAYS OF THE COMPLET10N y q. Kt1g
_ _ - - ~ wor ~xru euu , m M,.~~ ~
SECTION A-A LOTH HARDWARE CLOTH 19 9 GAY cxA1FI 19 GAGE CONSUKA
MULTI DIRECTIONAL FLOW MSH a HAVE 1' ULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ID SMALL HAVE 1/4 )PEMNGS. ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
INLET PROTECTION ws WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. C2

z
W ~ Y J
Z
W
,
FRAME ~ VARIES FOR WOODS OR
CAST IRON PAVED OTHER OTHER AREAS OUT OF o: r COVER. TOP TO BE FLUSH
7-7/8" SNAP LOCK 401 PROTECTO 7-7/8 yyD}{ WALKS OR TRAFFlC. TOP TO BE AS ~ NOTED ON PLANS ON Q
7-3/16" CERAMIC LINED DIP SEWER 7-3 16 RESIDENTIAL AREAS, 3 6 CEMENT UNPAVED ROADS PROVIDE
MAIN (CL 54) SET ON GRADE RTAR J 0 8 COVER OVER UD AND o
AS PER PLANS. LABELED CONCR o W SET N UMENT NEAREST R MON
UMIT.
MANHOLE FRAME u.I '4.: ~ .d ~
• & ~ OVEB ~ ~ Q CONCRETE COLLAR C
W 4 MIN. e
a ~ PACERS FOR v ~ - CONCRETES
MH STEP ADJUSTMENT TO GRADE a ADJUSTMENT MAY NOT Z
8" DIA. OR 8" X 8" CLASS ~ z EXCEED 12" W ° d
2.5 CCA PRESSURE TREATED SPACING SET B'! PIPE LAYING U REINFORCING
PILING. LENGTH-NOT TO EXCEED PRECAST ECCENTRIC TOP W
20' WRHOIIT APPROVAL FROM DESTRICT a
° 48" DVIMETER STD.
PRE-CAST MANHOLE c ~i SECTIONS
•I IN ACCORDANCE ~ THICKNESS n MANHOLE 5 MIN. WALL W
~ ASTM C FOR 4" DUL BARREL ~ W V / O ON » I I 6 MIN. WALL THICKNESS
FOR 5 DUL BARREL
BITIJMASTIC JOINT SEALANT
5 TYP. AS APPROVED BY THE 1
ENGINEER GROUTED INSIDE AND our WITH APPROVED W 2
SNAP LOCK 401 PR0TECT0 ~ ROUT " ~ NON-SHRINKING G 1 pER • W
CERAMIC LINED DIP SEWER ~ FOOT
CUT TOP AT 30' AND SEAL MAIN (CL 54) SET ON GRADE w ° pW W
WITH COAL TAR. AS PER PLANS. °a. W • - 2 PIPE a
r z .n DUIM ~ Z c ~ ~ MINIMUM 8 X51 STONE
~oooooo M ~ oooooc BEDDING FOUNDATION ~oo0 0c
1' MAX ~ 0
" ~ o 1 DIA. HD6 U BOLTS WITH 3 ~ o°0 0 0 0 000000000000000 000000000000000000o0ooc z oOOO°o° oaooooo0000000oooooc
0.6 WASHERS AND NUTS (ALL FLOW _O 0_0_0 0_0_0_o_0_C_0.0_ _0_0_0_0_0_0_0_0_0_0_0 W ~
ss STAINLESS STEEL). PIPE CLEAN OUT BOX ~
RUBBER GASKET ~ 8 MIN. r W~~n W
" ° 8" DIA. OR 8" X 8" CLASS 2" x 12 CLASS 2.5 CCA . e 25 CCA PRESSURE TREATED - 6 EXTENDED UP MONOLITHICALLY CAST a ~ o ~
PRESSURE TREATED • ° PILING. 3" A30 FELT . CT10N EXTENDED BASE NOT ~ ~ ~ BASE SE W n ~ a
z 8 15 18" REQUIRED FOR HOLES < 8 DEEP) o~' f ^ ~5~, O U~K~ Oi
zw r M r ~ ~ Y I ••ZN}z ~
" ~0 1" DIA. HD6 U BOLTS WITH 3" 2 X 12 CLASS 2.5 CCA w " DARD MANHOLE ~ ~ 48 0 STAN a ~ a ~z y~~z
PRESSURE TREATED ~ ~ 0.6 WASHERS AND NUTS (ALL " • .•I J~W -I 778 + ~ ~~O ~ O:Y9~0 r t ~ Ll -
w STAINLESS STEEL . + 3 ~~N~ ~ 0~~~3 1316 w
NOTES: • M 4" N GAP
1. PILE SHALL NOT OBSTRUCT FLOW OR CAUSE EROSION OF DITCH/STREAM BANK. ~o a tp lD ~
2. MIN. CLASS 54 DIP-ENGINEER MUST FlNISHED GRADE O1 ~ ~
DESIGN LOi-DING. •FlNISHED GRADE w r I s W ~
®F V~1 U r^f r~ ~ M ^
1. ~ ~ ~ ~.iZ00 ; • DNS - Y: n rn rn v
4" ~ DVB-001 ~ 2. SID. <MFJGIif JO L9S. ~ ~ z w o
P N NT TIN TAI t z
NTS 4'-45 BEND • N~~x 3 4-45 BEND °rn3a~ 3
18' NIPPLE do NIPPLE do
GLUED CAP :D CAP
Z
4" WYE
STAN STANDARD CLEANOUT
"R1~' LsJ
L>wl
Z
P s (a
cASrING Z
EXiQ1S10M oR STACK ~ W
C7 Z
h-
P J
T3RICK ~
N
Z NOTE:
i. CASTINGS LOCATED OUTSIDE PAVED AREAS SHALL HAVE A 2' X 2' X 6" CONCRETE V
COLLAR. HEAVY DULY UD
t
PIPE ZONE PIPE ZONE K•d ~y-0'---.- 2' ASPIW.T CA5tkIG
8' O.D. 6' 6' O.D. 8' 4. ~ y : y. , . .r , i:~t yfi .
MIN. MIN. MIN. MIN. 4 t ~ .
~//Q Q ~ ~//Q~ ~\/~//ham/Q~ Q~//~ ///Q / ~ / /
FlNAL BACKFlLL FlNAL BACKFILL ~ ~ ~ q~
ON iNE PIANS ~ ~ F ~ PIPE SIZE AS a~ ~ ~ nw~ie' COMPACTED ONER FLANGE
INDICATED ,.1 ..p 'MIN. 3~ MIN. SUBGRADE 1 ~ MORTAR
ON THE PLAN 'r ~ 0 ;'s. CLASS 1 ~ 2 OR 2~ SGNDARD BRK~(
O.D. ~ O.D. 2~ MORTAR
~..~•:a.~.:. 6~ MIN. CLASS 1 OR ''~x• INITIAL BACKFlLL " . ' ~ 'MIN.
CLASS 1 TAX , 0305 WATER VAL CASTING CENTERED OVER VALVE NUT
I I \ ~ sEwER I~FUr-our cASnNG DES. JAK III
STABLE STABLE CENTERED OVER STACK NoTI~ / acTr. JPN
FOUNDATION f'OUNDATION MATERW. MATERIAL ~TlMS MSTAlU1K1N REOIMRED WHEN VALVE BO%ES AND CIFiW-ours oRw~s: DLL
PYC PIPE DUCTILE IRON PIPE xts ARE LOCATED M PRESENT OR FUNAE PAVED AREAS. "PRIOR TO SETTING CASTINGS, NEW MSTALUTIONS WILL REQUIRE
95X COMPACTXMT OR 8~r5fFfll. IN 6' UFrs. d0E ~~Q~!
PIPE BEDDING DETAILS VALVE BOX AND CLEAN-OUT CASTING BASES 'C •
NTS
-
r • ~

~11M
JAN 0 8 2004
C3

J J J J J}
\ Ic81NOP~ / / ~ ~ ~ O ~ O m
\ \ ~121NPIP~ ' / g161NPINE \ / / (34~ \ \ ~121NPINE / y~~ / Z r ~ ~ \ ~I2INPINE / J ~I~IAIV}T' FOREST LINE ASFLAGGED BY ~ / x,4.39 x,5.,3 x .07 ~ ? x, .67
~ ~j 0~ ~ NE ~ \ ~ ~ ~ ^ ~181NPi \ 2p 'INE 2p AINI~~NI'INE ~ o`O ~ ~ W ~ i \ ~ ~I a/ ~IZINPwe NEW~HANOVER~t1NT1~EMPLOYEES. ~ / x,3.83 J ~ x ~ (n
o~ Q~~ ~ \ ~ ~ ~ lc ~ \ \ ~ / 10 PINE PINE ~ / ~ x,5.,5 d N LL! ~ U \ x19.93 OINPI 161NPINE ~ / / / fA W -
U ~bpK 79 ~2 ~ 0 / \ ~ ~ / x,~ 21 M 2 ~ ~ W
O ~ S~ INOAK Z~ NOAK \ 0121NP~'E I PINE ' xt1.s9 \ a ~ ~ / ~ ery H N Q
o ~ ~ S~\~~ / ~2 NE \ NE ~ INP x,4.03 ~ - ~ ~ 1 ~ ~ ~ i ~ o ~ ~ ~ • ~ . - \ 4 ~ o~ / ~1~ ~ / x,4.49 J m Z Y
~ \ {n1 ~ o•~ o n. Z - 0/ cres ~ 7S / o ~ - ~ 1 z1Rf'~ ~ / ~ ~ w ~ ~ J / ~ ~ ~ QQ a`3
6 01~61NPINExi~, IN h \ p ~ Z N (n V W ~ ENE p1161NP1~ l ~ / ~ '4~ o. a ~ ~ ~ ~ ~ Izm , I 1 a z Z 3 5 0
~ _ INOAK d61~P ~ , ~c ~ W m W G Z \ 0181NPINE2 ~ ~ K .~6 / Dc y O ~ ~ o W 213.09 N ~ ~ ~ W 0
~ x' ~ 4g161NPiNE 18 / / _ ~$INPME, ~ / / ~ Z d ~ Z V ~ ~ Z L.1. r^
F ~ / \ ~ ~ / ~ Q VJ ~ x,7.49 18WPINE / ~ ~ ~ G ~ p ~ U • G \ NOW OR FORMER 1'~ O
a ~ / REGRADE G ~ DITCH BAN . ~ / ~ TEMPORARY SILT FENCE o D o c z - - ~ ate.. "HARDEE" o W ~ 0 J W \ \ \ ~ ~ 76 x,3.20 D to Q.' ~ W
~ ~ .~~ti'~ ~ o~ SLOPE, AND IN ~ ` 7 \ BOOK 1218 PAGE 1 ~ N W ~ SSMH 4 ~ o o
~ p ~ ~ 10 X20 X1 N;C DOT CLA ~ ,5.2 AS~~~ . ~ \ - ~ i ANTI-SEEP COLLAR I o ~ I I w Q ~ ~ ~ \ \ i5.2, TOP-16.0 / ~ ~ I o N <o
~ ~ °Q B EROSION C NTROL ST NE 'S . o ~ ~ ~ . NE 'S . I =12.89 ~ • / ~ SEE DETAIL ~ N ~ N i o W ~ , I O
ENO ~ ~ ON MIRA~A 600 X FI R SANG o ~ ~,~.3'93 B / E.~.P N I I N N \ 2~\~26 LF"8 ~xt3.s9 / x12.51 SANITARY SEWER PIPE ~jJ Z
& R~ o ~ ~e~` FABRIC OR {PROVED E UA A ~ % SR~H~Re p o P° TO~STABILIZ~ THE DITCH ANK. ~ UA ~ • \ / ~ ~ 0.40% a" • P + .90.:• ~ ~ l• SUPPORTS SPACED 20 W ~
3gg R p z v ~ . t a.69~ ON CENTER. INSTALL CLASS 54 m ~ ~ Q x 14.69 \ V~~ ~V 14.1
P e~ ~ `INSTALL TSF~ALONG \ DIP ACROSS THE DITCH. ,n ~ ro N ~ ~ )NG 1 P ~i4 .x13.49 ' x'4780 ~ ~
SH TOP 0 THE 2° AP .99.1• . SEE DETAIL SHEET C3. W Z THE \ a8 / 0
EXISTING' ITCH BA 4 / INSTALL TSF ALONG THE TOP W
~ BA ORE DR ~ AT T ~ END 0 's\ o 0 s 4.14 OF THE EXISTING DITCH BANK •'~,~q x 13.33 _ ZU
EACH WORK ~AY OR y OR x,, ~ AT THE END OF EACH WORK ~
DURING A RAIN EVENT ~ ~o DAY OR DURING A RAIN EVENT ~ ~ ENT ~ / ~ Q x13.19 4.33 ~ \ ~ V
~ ~ VICINITY MAP SSMH #3 3 ~ ~ fn W # -
NO SCALE TOP=14.75 \ ~.75 xi . 6 ~ Y Z > ~ ~lF6 ~ ' ~ x72.97
INV. IN=12.39 ..39 aQ~cO 6" MlRPLE
INV. OUT=11.25 3,~D 13 \ .25 E.I.P - P CO 0 ~ w . \ ANTI SEE LLAR Z tl3F64MAPLE \
. I WF •4e ~ \ x3E1= DETAIL > Q x14 ~ 8, WW
NOTE: SSMH #3 SHALL HAVE A W I- _ q , / ' 1ti ~~~~c\, x,2.70
WATERTIGHT FRAME (1 ~ ~ ro. , , y Z MME Y ~ i3.6 /`~,a37 AP ta.
o AND COVER IN ~o o Q IN h ~ TEM A Y SILTx,E6NCE = LL
0 NCE / ACC RDA /
WITH THE PROJECT o ~ ,o / , . .0 ~ 2' o x,3.n \ '`r Est Z ECT 0 ~Q~ 48 \ x~, O ,o / pM 3 \
NEW HAN V NTY TANDARD N TE : SPECIFICATIONS a • / / 0 ER COU S 0 S •b / NS ~ • / / ~ , 12" MAPL a .b / x, . 6 228 LF 8 I?c, 2.~3 A
~ o / / 30 UTILITY EASEMENT \ W ~y • SS ~ 0.40% ~ x~z 2.60
1. SEWER L MAN OLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT AL H /~os GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. ~ / ~ x13.83 Z xSa.os ~ ANTI-SEEP CO / h w
/f ~/f ,2 ~ SEE DETAIL o
2. WELLS IN CONFLICT ARE TO BE RELOCATED. NOW OR FORMERLY ~ SSMH #2 "'4.26 n .70 - ~ ~ x15.23 / ~
3. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT OF WAY LINE. SERVICES IN CUL-DE-SAC ARE REQUIRED TO BE ~~p PENNINGTON 2 '~oP~~3. TOP-13.8 ? N ~ ~ x72.93 INV.=10.34 z~ / z
PERPENDICULAR, OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT BOOK 15_.4 PAGE 0491 1 F~ 5I x,6.73 ~ 100
RIGHT OF WAY LINE. ~ 2 ~ • NOTE: SSMH ~2 ~ ~ o ~ ~
/ 03 / ~ fn .96 x, a SHALL HAVE A ~ o ~ x,7.26 w
4. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED ~ - - , OF CLASS 50 D.I.P. 401 PROTECTO CERAMIC LINED. I FOR ABAN THE CONTRACT IS~RES~ON_S BLE \ $ m WATERTIGHT FRAM I W ~ LE FOR ABANDONING AND RELOCATING ~ W~Z~ W
~ , NDON THE EXISTING WELL AND COVER IN v~ ~ a;o ~ e SMALL ABA ~9 ,5.67
5. 10' THE FRONTAGE OF ALL LOTS. THE EXISTING WE L. Ta CONTRACTOR~~SHALL ABAP UTILITY EASEMENT PROVIDED ALONG IN ACCORDANCE WI THE TATE CODE. REFERENZ`E~P / ~ , ACCORDANCE ~ x,8.96 0 " ~ ~ REFERENZ`E~N6DENR NORTH CAROLINA xlsT. 91 I? / Y~ " WITH THE PROJECT rn n ~i v o, o~~o o,
6. SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM ~ ADMINISTATIVE CODE '15A NCAC~ 0X.0113 AE3ANDONMEN' 4BANDONMENT OF11V ELtS,-_ OORDINATE WELL 78 yl ~ ~$Sz M oz HouSE SPECIFICATIONS. ~
WATER LINES OF 10 FEET LATERALLY OR 18 INCHES VERTICALLY ' WITH THE D LOPER AND PROPERTY OWNER TO PER (WATER OVER SEWER . IF IT IS IMPOSSIBLE TO OBTAIN PRO "20" AND SPECIFIIONS OF THE NEW WELL PRIOR TO E T - ~ SAWCUT, REMOVE, REPAIR AND RP;E~LACE ~ ~ ,N OWNER TO aETERMINE THE LOEA x . z I ~ }z
HORIZONTAL AND VE TICAL SEPARATION AS DESCRIBED ABOVE OR ~ CTION• ~ " ' I THE EXISTING CONCRETE DRIVEWAY x,7.9o m Yo ~ az'~~o ~ PRIOR TO BEGINNING CONSTRU - ~ ~ x17.64 ~W ZM ~ ; ~ ~ ~ AS REQUIRED TO INSTALL THE NEW W - , ~ W~a I
ANYTIME THE SEWER IS OVER THE WATER MAIN, BOTH THE WATER / , ,5 , p ~ l a ll.23--~ z~ O O W ~10~ O , - ~ ',7,,59 21 ,6 8 SANITARY SEWER LINE. COORDINATE ~ 3 ZN3~ '"J
MAIN AND SEWER MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING ~ TREE ROTECTION FENCE x,775 ` ~ o~ o?-~M30, R 236 LF 8 WITH THE DEVELOPER AND THE PROPERTY ~ I
WITH PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE / , TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFILLING "2 ~ " ~ ' "27" SS ~ 0.40% x' ~ ~ ~ ? - ~ OWNER PRIOR TO BEGINNING CONSTRUCTION.
OR EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A ~ _ / ~ , ~o ~ g w ~ ~ 'J W' 1 , ~ , ~ ~ o
WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF 30 UTILITY EASEMENT t80 ? o 0 ~.R FORMERLY x,6.4 ~ ~ 3 I w I I ^'26" i7: .63 MANLEY I 1 w ~ ~ N
THE CR SSIN T T T R MAIN. THE "26~ 0 G, MEASURED PERPENDICULAR 0 HE WA E \ CAR I R T REGULATORY ~ ~ R E PIPE SHALL BE OF MATERIALS APPROVED BY HE _ ' ; BOOK 2251 PAGE 0406
X , 1 AGENCY FOR USE IN WATER MAIN CONSTRUCTION. pHALT 1 1 /4 SS 9.5A AS BAYSHORE ESTATES o I ~z^~~ ~ $ THE CONTRACTOR IS RESPONSIBLE FOR I ~ .0 0 0
PAVEMENT OVERLAY / SECTION 14 ~ 18~ ~28~ DONI T I TION ~ w z ~ ~ 3
_ ~ ~ x, ~ ABAN NG HE EXISTING SEWER L FT STA , Y o m MAP BOOK 29 PAGE 22 EXIST. IN ACCORDANCE WITH ALL LOCAL AND ~~v sEwER ~ x,5.52 , Q ~ w ~
"22" / NOTES: - ' ~ TE ORARY G AVELED ~ • . . 3 ~ STATE RRE UIR ~ Z z r: sTAnoN / Q EMENTS. COORDINATE N~ 0 3 I' G AVELED CONSTRUCTION ENTR,~NCE. g....~., ylflIb-TkIE-DE'<I€tOPER AND PROPERTY o='=Q 3
% ALL CONSTRI ALL CONSTRUCTION ACCESS SHALL BE 10~ 42 ~ ~ rn 3 a w 3
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE THE ~ , / ~ ~ OWNER PRIOR TO CONSTRUCTION. FROM MALLOW ROAD Oi~L.Y. 6 ~ zo 99 ,9.06 ~ W o I ~
DISTURBED AREA /CONSTRUCTION LIMITS LINE AND/OR THE - \ UTILITY EASEMENT SHALL BE SAVED TO THE EXTENT POSSIBLE. / ' \ ~ D U,, t SS MANHOLE / ~ o - ~ ~
/ ' THE CONTRACTOR IS RESPONSIBLE FOR MEETING WITH THE ~ RIM 20.;'3 x6.9 ~ EXIST. WOOD FENCE , ~ ~ ~ ZJ \ o, ~ U
\ ~ / , NEW HANOVER COUNTY ZONING DEPARTMENT (910-798-7115) , INV. 15.5i~ 20 Exlsr. / 4 ~ o y , 2,sa WOOD FENCE x151~~ ' O - ' Z \ O- Z ~ -
ONSITE TO FIELD REVIEW THE EXISTING TREES. THE / ~ ,.04 2 / x14.76 ~ z ~ D I ' ~ "360" 2 x13.45 D ~
TH 'CONTRACTOR IS RESPONSIBLE FOR CONTRACTOR IS RESPONSIBLE FOR INSTALLING TREE ~ ~ \ IBLE FOR OPERLY ABANDONING ~ 2023 ~ SSMH #1 N c-~ try. ~ 0.,7 ~ I
PROTECTION FENCING AROUND THE EXISTING TREES BEING THE' EXISTING SANITARY SEWER MANHOLE BY SAVED PRIOR TO BEGINNING ANY CONSTRUCTION WORK. THE ANTD COVER AND FILLING THE EXISTING MANH~ uIANHOLE BY' REMOVING THE RING 1.73 , « D.33 39 - x2,.45 T0~=2Q.5t ~ ~ .96 ~ A.~7 ~ .a8 I fTl t o•' o fee C ~ I ISTING MANH LE WITH CONCRETE. • 025 ff INV.=9.4 ~ ~ ~ D ~ ~
CONTRACTOR SHALL SAWCUT ANY PERMITER TREE ROOTS THAT \ CO0 INATE WITH THE N€J~3~IANOVER COUNTY ENGiN OUNTY ENGINE RING DEPARTMENT s ~ ~ 25 cLFaNOUT v ~ ~ ~ ~ I W
CONFLICT WITH GRADING OPERATIONS. ~ \ 9.75 "29" ~ ~ I m ~ 5 0.66 W
~ / THE CONTRACTOR IS RESPONSIBLE FOR~'R 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC ` ISLE FOR~PROP~ LY ABANDONING ~ N z N Z
\ ~ ~ THE EXISTING SANITARY SEWER,NNE IN CONTROL PLAN AND DEVICES DURING CONSTRUCTION IN \ ~ WITH THE NEW HANOVER COUNTY ENGIN INATE 19.90 ~10 ,06.3 ~ N m N ~ BAYSHORE ESTATES ~ - 1NER,NNE IN PLA E. COORD E~ 1995 D SECTION 10 , ,,,0 ~ OdNTY ENGINEERIN DEPARTMENT ~ u~
ACCORDANCE WITH THE MUTCD AND NCDOT STANDARDS. THE ~ ~ Exlsr. ,9.2 ' ~ MAP BOOK 18 PAGE 38 ~ ~ ~ Z
CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL NCDOT APPROVALS ANO CONDITIONS OUTLINED IN THE ~ W LL ~ .519.45 .95 1 ~ ~ E $.53 \ , , ~ W HOUSE x 1.55
\ ,i~ DISI APPROVALS. COORDINATE WITH THE NEW HANOVER COUNTY , ~ 9 ' 4lNV.: -153 I 0 DISTUR D AREA ~ 16 I' ,5 SAWCUT, REMOVE, REPAIR AND REPLACE r Z ' / ~ ~ U
ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ~ , i~ CONSTF CONSTRU ION LIMITS ~ 8 .9 THE EXISTING ASPHALT PAVEMENT . n ~ ~ x,9. NV.: 16.99 ~ Z
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND INV.: 17.29 7.z ~ ~ . ~ ~ .2g AS REQUIRED TO INSTALL THE NEW ~ -
CONTACTING NCDOT FOR THE REQUIRED INSPECTIONS ON WORK i "24" , i ~ 15 CMP `e op 8 SANITARY SEWER LINE. SEE NOTE 3 AND < J
WITHIN THE NCDOT RIGHT-OF-WAY. ~ , ,s: 76 ~ I m ' ~ INV.: 16.80 03. ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. ~ ~ , PKN I 9.15 ~
r 4. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF \ SEE PAVEMENT REPAIR DETAIL SHEET C ~ ~ INV.: 16.15 ~ ,6.5 ' S7 lp° ~ " 61" 7J
ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN i' , "25" "30" Z 15 CMP ~ ,,:.N ~ I ~ 300 LF 8 ~ oo O
ACCORDANCE WITH THE EROSION CONTROL MEASURES ~ ~ 1NV.: 15.72 ~ "~"7 I .P SS ®0.40% ~ U
SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. IN LEGEND ADDITION TO THE EROSION CONTROL MEASURES SPECIFIED, THE ~ ~ ' CLEANOU ~•l ' E T. ~ 16.3 / 1 t
CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKETS / / INV.: 1 5.06 ' 15. ° 3ET LIGHT ~ , i ~ _ 10 TEMPORARY CONSTRUCTION EASEMENT. '
TURF REINFOR NT MATS IN ACCORDANCE WITH THE 1 1/4" SS 9.5A ASPHALT PAVEMENT ~ ~ CEME v Q 14. 16.78 t 15 CMP ~ _ THE CONTRACTOR SHALL COORDINATE
OVERLAY LIMITS SEE NOTE 3 SHEET C1 ~ MANUFACTURES RECOMMENDATION AS REQUIRED WHERE 6 . ~ WITH THE ADJACENT PROPERTY OWNER , - \
NORMAL SEED /SOD STABILIZATION ~S UNSUCCESSFUL. - - - - THREE OAKS PROPERTY LINE ~ INV.: 13.85 , . ~ _ AND THE NEW HANOVER COUNTY
~ THE CONTRACTOR IS RESPONSIE 5. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE INFORMATION DISTURBED AREA/CONSTRUCTION LIMITS ` ABANDONING THE EXISTING SAI IS RESPONSIBLE FOR PROPERLY 2 10' ENGINEERING DEPARTMENT PRIOR INE I I 1 " " 1 e EXISTING SANITARY SEWER L ~ ~ W "31 " TO BEGINNING CONSTRUCTION. 362 ,
FROM SURVEY BY MICHAEL UNDERWO~D & ASSOC. AND . _ _ _ _ . RIGHT OF WAY , ~ ~ ORDIN i ICE. COORDINATE WITH THE NEW Q ,
PROVIDED BY THE DEVELOPER IN PLACE. CO ~ ~ HANOVER COU~ITY ENGINE EXISTING EASEMENT ~ ~ U~1TY ENGINEERING DEPARTMENT x,4.84 TEMPORARY STONE CHECK DAM
l~ ~ ~ , 1
PROPOSED EASEMENT ~0 I a. 7N672 ' ~ WCUT, REMOVE, REPAIR AND REPLACE
ST ss EXISTING SANITARY SEWER , ~ ~ r • I , t4 15 CMP ~ 4$D5 T E EXISTING ASPHALT PAVEMENT
R ~ F F ~ 1 INV.: 12.51 ~ , SS MANHOLE REQUIRED TO INSTALL_THE--NEW- 03059
ss PROPOSED SANITARY SEWER S , R ~ , SITE DATA / D 0 p q0. ~ _ - i 1 RIM 14.17 --8-- SANITARY SEWER LINE. SEE NOTE 3 AND ,
- • • - • • - • - • • - WETLAND DELINEATION LINE ~ U S ~ e R S INS, ~ 99 ASPHALT PAVEMENT OVERLAY LIMITS SHEET C1. oa. JAK III R - t
/ r C 9 - EXISTING DITCH ~3 r 99 ~ 9 NEW INV.-8.20 a.,7 PKN IL SEE PAVEMENT REPAIR DETAIL SHEET C2. CKD: JPN ~3 - ,3. 1
TOTAL DISTURBED AREA/ x14.7 CONSTRUCTION LIMITS: 34,008 SF (0.78 ACRES) 6 EXISTING SPOT ELEVATION , oewNl DLL xi 1 .85 I
~ I '3.75 ~ any: 12/03/03
'21- - - - EXISTING CONTOUR / WETLAND DISTURBED AREA: 6,633 SF (0.15 ACRES) ~ _ _ _ _ ~ - TEMPORARY SILT FENCE
TREE PROTECTION FENCE ' - -
/ THE CONTRACTOR IS R max- rs~ ~~c- ~ - TEMPORARY WIRE BACKED SILT FENCE KEEPI G THE E; 'RACTOR IS RESPONSIBLE FOR „ EPI G THE EXISTING SANITARY - i' - i
FOR EROSION CONTROL & TREE PROTECTION /SEWER LINE IN SERVI AND Mp vl AND MAINTAINING SEWER
INPINE / ~ nl2 EXISTING TREE ~ ,SERVICE TO ALL THE L TS DURIN L TS DURING CONSTRUCTION ~ - Y/ p
/ OF THE , EW SANITI E EW SANITARY SEWER LINE. - ~ +
COORDIN TE WITH TI• - ~ J TE WITH THE NEW HANOVER 2
/ / COUN ENGINEERI ENGINEERING DEPARTMENT. ~ ~
EXISTING SSMH 1 ~
l,,. • I x I 1 rl rl A l t'•f1111/ \ ~ / II~V... ill~~
KIM 14. KIM 14.1 / I-ILLU VLKItT DISTURBED AREA/
TOP=7. TOP=7.99 FIELD VERIFY i CONSTRUCTION LIMITS
NEW NEW 8' INV. IN=8.20
FIELD VERIFY SCALE: 1 50'
MIM cl
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EXIST. INV. = 14.17 SPACED 20 O.C. SEE DETAIL
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+I 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
NOTE: ~tttit aDg~ t; DATE:
SANITARY SEWERS MUST MAINTAIN A MINIMUM SEPARATION FROM HORIZ. 1 = 50 c ,y . _ ~ n rew us e ~(1~,,,,, 12 3 03
WATER LINES OF 10 FEET LATERALLY OR 18" VERTICALLY WATER VERT. = 5' OVER SEWER). IF IT IS IMPOSSIBLE TO OBTAIN PROPER HO IZONTAL Cai~itm En veers Inc. ~ 9 9 ~ SCALE: • .
AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME THE e ~ 1 = 50 Q Y = 902 MARKET STREET = 5, COUN -
SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SEWER OWNER: R5 ADD ANTI-SEEP COLIARS (3 PLCS.) CS. 2-11-04 - Wilmington, North Carolina 28401 ~ ~ - www.andrewandkuske.com DRAWN:
MUST BE CONSTRUCTED OF FERROUS PIPE COMPLYING WITH PUBLIC WrATr ~ P,~ ENa WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE TESTED TO 150 s~ R4 DELEfE PIPE SUPPORTS BETWEEN SSMH 2 AN 1-ZS-o4 •a NORTH CAROLINA :N SSMH 2 AND SS~IH 3 • • t w ~ ~ ~LL
230 IdARKEtPLACE DRNE, SUITE 160 PSI TO ASSURE WATERI1GHTNESS BEFORE BACKFILLING OR EITHER WILMINGTON, NC 2&W5 R3 ADDED NOTES ON REMOVAL OF THE EXISTING S THE EXISTING SANITARY SEWER UNE & MANHO 1-6-04 ~
r ,r w A Te-n a uu nn rl ,r nruirn , u,r ~ ~ A v nr run A c•rn w A \1f A Try e~n_iee_~~:e _ _ ~ . , T~~ ~ TuRGG f1AtlC t1111YG11 I ICG f1GUErl llpGwdGAIT CHECKED:
Inc vvmIr-m MAIIV um m r- oLYvCR UNr- MHI DC G`R-AOLU IIV M TM1GR 'w I R2 TSF, DITCH STABILIZATION, & PVMT OVERLAY 7VMT OVERLAY 1Z-ZZ-U3 i~,~"'•iiii~~' i ~ WA ItK & St Wt I111 ILL V(ll\V Ivll/%-L! VVL V{- vLI-Wi I-In"iv I JAK III
TIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF DEVELOPER: R1 REVISE INVERTS ON SANITARY SEWER ® DITCH THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE THOMAS N. TUCKER, MEMBER SEWER ® DITCH CROSSING 12-16-03
CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE REGULATORY THREE OAKS, LLC REV NO. DESCMPnON DATE PLAN & PROFILE PROJECT No: DESCPoanON DISTRICT
315 FRIDAY DRIVE REVISION' AGENCY FOR USE IN WATER MAIN CONSTRUCTION. WILMINGTON, NC 28411 REVISIONS NEW HANOVER COUNTY, N.C. 03059 LOC200ttANDRIEW & KUSKE
910-536-5719
BY

J J J } ° ° ° m
SITE WORK NOTES: ~ a
6' W E.S. FABRIC ° a
W M 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH ~ ~ ~ Z
FIELD CONSTRUCTION CONDITIONS. ~ a ~ ~ w I- _I BT U ° ~ Z N
STEEL "T" POST _r - sTEE< oR wooD Post ~ WiRE MESH FOR STANDARD FABRIC NDARD FABRIC 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF o ~ z
WIRE MESH FENCE ~ - ~ ~ STANDARD OR EXTRA STRENGTH WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS w ~ a Y a sTR~cTH o a LU
~ ~ 1~1. 14 GA. BN6 ME91 O N m Fpt STANDARD FA~IIC i ~ ~ FlL1ER FABRIC fV X TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. a a ~ ~ W ~ U ~
W ~ - ~ Z 3. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE N ~ v w o
SYNTHETIC WOVEN FILTER FABRIC ~ ~ ~ gRECnoN of WATER FLOW REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL I ~ w ° - ~ 0- t~ow APPLICABLE LOCAL AND STATE CODES. ~ ~ N N °
z ~ z a ° ~ ~ a
NOTES: _ ~ ANCHOR FABRIC SKIRT OI I- m MIN. 8' DEEP rk 4' YMq:. RT 4. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL ° ~
1. FENCE MESH SHALL 8E MINIMUM ~ o CRIM _ ONNECTOR RE UIRED FROM OFF SITE AN ° ~ o r Q D OBTAIN ALl REQUIRED PERMITS ASSOCIATED a ~ ~ o W
32 IN WIDTH AND SHALL HAVE ~ I FlLL SLOPE WITH BORROW OPERATIONS. M a ~ o w
A MINIMUM OF 6 LINE WIRES a i WITH 12" STAY SPACING. -I T o c I 5. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO ~ I N ¢ W
.I CONSTRUCT HIS WORK. j `j N °
2. FILTER FABRIC SHALL BE MIRIFI II~i GROUND LINE 140 OR EQUNAIENT AND SHALL I ~ - III I I - NOTES. Z 0 6. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ~
BE ADEQUATELY FASTENED TO 1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH N1TH ~ EXISTING UTILIT1ES DURING CONSTRUCTION. ~ W
THE FENCE MESH WITH CRIMP- TO ANCHOR BOTTOM DIG 3O LB/IN TEN~LE STRENGTH FOR STANDARD FABRIC NG ONNECTORS. ° AND 50 LB Fqt EXTRA STRENGTH. I C I IN 6 DOWN & 6 OUT I I m ~ ~ LL
7. EXISTING BOUNDARY TOPOGRAPHIC AND TREEINFORMATION FROM SU M a f RVEY ~ ~ ~ TRENCH BOX AS REQUIRED BY MICHAEL UNDERWOOD & ASSOC. AND PROVIDED BY THE DEVELOPER
" N 2 FABRIC SHALL BE CONnNUOUS LENGTH. IF JDINIS 3. STEEL POSTS SHALL BE 5 -0 ARE NECESSARY, LAP FABRIC POST TO POST. Z
IN HEIGHT AND BE OF THE SELF FASTENER "T" SECTION TYPE. 3. STEEL POST SHALL ~ MIN 4' IN HOGHi AND BE aF THE PIPE 8. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT J OBSTTE. Q
SELF-FASTENER S1EEL ANGLE TYPE. LINE W
4. WOq) POST SHALL BE A MIN. OF 4' IN I#IGHT AND SIDE VIEW 4' IN gAMEIER. FABRK: SHALL BE FASTEI~D TO 9. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION ~ i I OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES
WOODEN POST WI1H NOT LESS 1HAN ~9 WRE STAPLE AND AUTHORITIES.
1' LONG OR TIE WIRES. STONE
STEEL "T" POST 3 STAKE SPACING TEMPORARY WIRE BACKED SILT FENCE BEDDING 10. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CURRENT NCDOT STANDARDS. W
DETAIL OF OPEN CUT (n
z ~ 11. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND Y
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
N Yi REQUIREMENTS. Z
j ~ 12. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
~ W
2 MIN. , t ~ ; MIN. 0 "GA. WIRE i - -T- ON 6 6 CENT. EROSION CONTROL NOTES AND MAINTENANCE PLAN: W
, AS REQUIRED ,
~ - 1 1 " " ~ ~I i 2 SF 9.5 A SURFACE COURSE (NCDOT) ~E (NCDOT) 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STEEL `f POS T! , ~ i STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL W 2
~~:..,~tti, o 9" MIN. o ".ti BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL Z BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
w: ° n~£. T~• `~Y~ ~ f C ~'Sa
.~..b:`,•~~K.~ ~ ONE BASE 2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION ~
SILT FENC OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT i CONTROL PRACTICES WILL BE CHECKED FOR STABILTf1' AND OPERATION i°m
COMPA TED FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS w
BACK IlL PLAN VIEW THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY ~ ~
FOR NCDOT ROAD REPAIR: 2~ SF 9.5 A SURFACE COURSE (NCDOT) TO MAINTAIN ALL PRACTICES AS DESIGNED. 'o~N m U~~~1_!
9 TYPE ABC STONE BASE (NCDOT) FRONT VIEW " " „ W<LN w 3, MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO a;og ~
FOR DRIVEWAYS 6 "CONC. W/ 6 X 6 /6 - 6 MESH 3 ~ PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE ~ ~ W N W a
FOR SIDEWALKS 4 CONC. MIN. CUT =WIDTH EROSION CONTROL CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY ~~~om
PAVEMENT REPAIR DETAIL BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL N0. 4 8gz~ .oz.- pp.. •n ..~v~ biz rz STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED m Yo I WZ Ao I
AROUND DROP INLET NTS a ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY. ~W ~iM o ~B~
~ NOTE: w ~ _ ~ wwa I ~w - I Z< ~o Oz~~o
THE PAVEMENT REPAIR TO BE DONE 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ~ x~- ~~3za3a, o~rM3m ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
THE SAME DAY AS THE CUT. CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ~ o E
„ ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE ~ ~ ° 6 CONTRIBUTING DRAINAGE AREA W1S BEEN ADEQUATELY STABILIZED, REMOVE W I i Y
6" ALL MATERW.S AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE ~ ~ ~ ;
3/8" CENTER SET THE ITER SET THREADED 3 8' THK X 12' WIDE CLOSED ~ R PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND v z ~
ROD do NUTS (4 E+4CH UTS (4 EACH SIDE) APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP INLETS. w .0 0 0 CELL NEOPRENE GASKET BETWEEN Y z 3
COLLAR AND PIPE ~ ° 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT Q ~ -o
BECOMES 0.5 Ff DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE ~ ? z
REPAIRED AS NECESSARY TO MNNTAIN A BARRIER. o ~ o Q ;
50' R.O.W. rn3~~. 3 6. NO CUT OR FlLL SLOPES SWILL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFlED ON THE PLAN. ALL SLOPES
8' 20' 6' 6' J~ SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
J~ SHOULDER PAVEMENT SHOULDER DITCH Q SEWER PIPE U
MAN POLYURETHANE SEALANT 7. ALL DISTURBED AREAS SWVl BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. Z ALL SEEDED AREAS WILL BE FERTILJZED, RESEEDED AS NECESSARY, AND
I MULCHED ACCORDING TO SPECIF1CAfTONS IN THE VEGETATIVE PLAN TO
SIDE SECTION MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. N
" 1 " SLOPE PSJ~~ 1 /4 /4 /FT. 4 . MORE STR ~ 8 INGENT MEASURES SHAH BE USED TO HALT EROSION IF THOSE W
1 /FT /Fr. SLOPE 4. ~ SHOWN ON THIS PLAN ARE NOT EFFECTIVE. W
~ 6" MIN.
_ 9. ALL EROSION SWILL BE CONTROLLED INCLUDING SIDES Z z LOPES BEFORE THE
2" - 3" ~ COARSE AGGREGATE ~ ~ - - ~ I ~ I ~ I ~ PROJECT IS COMPLETED. ~IHII~I I1=111=111=11 I~ I I~ I ~t I Z
ti ~ RESIDENTIAL COLLECTOR ROAD „ ~ TRENCH WALL 10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL W
s NTS 12" M PERMANENT MEASURES WILL BE WELL ESTABLJSHED BEFORE PROJECT
12" MIN. 12' MIN. L CLOSEOUT. ~
1:1 TEMPORARY GRAVELLED ~k TERRAIN MAX. SLOPE Z
CONSTRUCTION ENTRANCE SEWER PIPE TEMPORARY/PERMANENT 1-
LEVEL 2:1 z z J - I GRASS SPECIFICATION
ROLLING 2:1 ~ ~ STBC OR ABC ~ SEAL PLATE OVERLAP ~ - - WITH POLYURETHANE ~
HILLY 1-1/2:1 ~ ~ L - - J 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER Z
ADVERSE SOIL CONDITIONS. ~
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. V 2 PIECE ALUM. ALLOY ANTI-SEEP 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
COLLAR TO FIT O.D. OF PIPE SMOOTH AND UNIFORM.
48" MIN. 5032 ALLOY, .125' THK. POMON 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
PIPE PRODUCTS OR EQUAL) LIME: 45 LBS. PER 1000 S.F.
FRONT SECTION PHOSPHOROUS: 20 LBS PER 1000 S.F. FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
ANTI-SEEPAGE COLLAR IS PREPARED 4-6 INCHES DEEP.
A A 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. ~ 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
FILTER WOOD CHIPS AT 500 LBS. PER 1000 S.F. JUTE & MESH AS PER MANUFACTURER
FABRIC t~4" w~tE ~ 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
03059 APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
NCDOT CLASS A OR 8 AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
EROSION CONTROL 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED os. JAK III WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE aro: JPN
STONE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER DLL
' STEEL POST 4" TO 6" #57 SEIF_FASTENER AND SEEDING RATES.
STONE ON UPSTREAM ~ ANGLE TYPE] 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. ~~~lE~~
FACE ~ w ~z 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: ~
FILTER w FABRIC ~ ~ a 20% CARPET GRASS ~
N Q 24% BERMUDA GRASS ~ Z. 20% TURF FESCUE Q
W 10% CREEPING RED FESCUE
SECTION A-A , 24% ANNUAL RYE GRAIN
sEOIYENT c ~ 3 , STONE 1 -6 2 NOS BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER ~
STONE CHECK DAM t. SEDMENT STONE PLANTING. PURITY OF SEED SHALL BE A MIN. OF 9$% AND . GERMINATION SHALL BE A MIN. OF 85%. 's,
SHALL BE /5 OR 7.
o woe uccu cuu i oc ei i nicri ioorn ADCA cunt i or crrnrn wITWAI ~ ~ nevc nc rur nnuo~ rnna ~h,... _ ....t~~
SECTION A-A "t{AROWARE' CLOTH 19 GAGE nw vwivnvw n1%1n .n V4.L uL- .7L-LULU NI I 11117 1+! un10 VF IfIG %lvmrLCIIVIV OF GRADING. -
MIN. AM SHALL HAVE Ile MULTI-DIRECTIONAL FLOW MESH OPENINGS. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
INLET PROTECTION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. C2
NTS

z
W ~ Y J
Z
W
CAST IRON FRAME & PAVED OTHER VARIES FOR WOODS OR COVER. TOP TO BE FLUSH OTHER AREAS OUT OF ~
~-7/e" SNAP LOCK 401 PROTECT) WITH STREETS, WALKS OR TRAFFlC. TOP TO BE AS o
CERAMIC LINED DIP SEWER 7-3/16" RESIDENTUrI AREAS. 3 8" CEMENT NOTED ON PLANS ON a UNPAVED ROADS PROVIDE Z
MAIN (CL 54) SET ON GRADE ORTAR M J 8 COVER OVER LID AND o
AS PER PLANS. SEf LABELED CONCR o [J,J MONUMENT NEAREST R N
LIMIT.
MANHOLE FRAME W
CONCRETE COLLAR ~ 8s °COVEB ~ ' ~ I I Z 0
24 MIN. W U '
a ~ CONCRETE SPACERS FOR nn v!
8" DIA. OR 8" X 8" CLASS w ~ ^ MH STEP ADJUSTMENT TO GRADE ~ a ADJUSTMENT MAY NOT ~ 7
2.5 CCA PRESSURE TREATED V W a w W o v t~(CEED 12
PILING. SPACING SET 6Y PIPE LAYING LENGTH-NOT TO IXCEED U REINFORCING a
20' WITHOUT APPROVAL W PRECAST ECCENTRIC TOP
FROM DISTRICT a
~ ~ a 48" DIAMETER STD. P _
o z RE CAST MANHOLE -I ~ o a SECTIONS
M ~ MANHOLE IN ACCORDANCE 5 MIN. WALL THICKNESS W . - o W C FOR 4 DIA. BARREL
o N vJ -I ~ 6 MIN. WALL THICKNESS
FOR 5 DIA. BARREL
BITUMASTIC JOINT SEALANT z 5 TYP. AS APPROVED BY THE
ENGINEER GROUTED INSIDE
SNAP LOCK 401 PROTECTO N AND OUT WITH APPROVEO» W _ ~ ~ NON-SHRINKING GROUT 1 PER
CERAMIC LINED DIP SEWER ~ FOOT W
CUT TOP AT 30' AND SEAL MAIN CL 54 SET ON GRADE ( ) o e
WITH COAL TAR. AS PER PLANS. o w d a ate- W
d~ a PIPE D~MEIE • MINIMUM 8" 57 STONE Z
x u u v Z u u c 'o°o°o° ~ ~ °o°o°c BEDDING FOUNDATION
1' MAX ~ooo oooc
" o 1 DIA. HD6 U BOLTS WITH 3 ~ ~ c0 goo a a . oc o c ~ o°o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°c i
0.6 WASHERS AND NUTS (ALL ss FLOW CLEAI ~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c ~ o WW~D
STAINLESS STEEL). PIPE I~ CLEAN OUT BOX o_°_o_°_°_°_°_°_
RUBBER GASKET ~y W
o e 8" DIA. OR 8" X 8" CLASS 2 x 12 CLASS 2.5 CCA e e 2.5 CCA PRESSURE TREATED 8 MIN. ~ m
PRESSURE TREATED ° ° PILING. 3" A30 FELT 6" EXTENDED LIP MONOLITHICALLY CAST W~~~ W ~ BASE SECTION {EXTENDED BASE NOT agogg ~
z a3 6.15 16 d n REQUIRED FOR MANHOLES < 8 DEEP) -~~N x~ N
zW ~ Oof U~~VOr M 8 zM ~Z~
" ~0 1" DIA. HD6 U BOLTS WITH 3" 2 X 12 CLASS 2.5 CCA w n ~jZn N}Zh 48 0 STANDARD MANHOLE Yo ~ W Z'~~o ~
PRESSURE TREATED 0.6 WASHERS AND NUTS (ALL " 778 w M a a o_ 7 7 8 irk ~i ~ o ~i n
STAINLESS STEED. 7 3 16 N W ~ W -I J~W -I k W 7 3 16 v 3 Z<~~~o ~'o~n~o
NOTES: ~ • ~~ZN3CD O~~M30~ aR cnP 4
1. PILE SHALL NOT OBSTRUCT FLOW OR aR ~ CAUSE EROSION OF DITCH STREAM BANK. ~ ~ ~ ,i,i,
2. MIN. CLASS 54 DIP-ENGINEER MUST ~o 0
FlNISHED GRADE DESIGN LOADING. LADE ~ _ `0 f0 ° mrn
978" ~ 8' w i l Y ~ ~ NOTE: W ~ z ~ ~
• 1. 8001 °
• EN11NS ~ • o o a 4' PIPE EEVB-001 Y o rn rn a3i
AN BE TIN Z STD. NEI6FIi 10 IBS. Q ~ D
NTS 4"-45' BEND ~zW o z SEND N~ox 3
18' NIPPLE do rn~a~ ~
GLUED CAP
U
4' I 4' ~ Z
STANDARD C 'ANDARD CLEANOUT
w
w
z
P -
CASTING FLANGE Z
EXTENSION OR STACK MORTAR w
L
z
P J BRICK
NOTE: Z 1. CASTINGS LOCATED OUTSIDE PAVED AREAS O
SHALL HAVE A 2' X 2' X B" CONCRETE V
COLLAR. HFAVf DULY UD
PPE ZONE PPE ZONE d-0. ,~.-0.
s' a.D. s' s' o.D. s' 2" ASPFW.T
YIN. MIN. 4" BASE y'f'
r
FINAL BK9(Flll FlNAL BACKFlLL PIPE SIZE AS ~ ~
INDICTED m ~ ouc~ F ~ COMPACTED MORTAR OVER FLANGE
PIPE SIZE AS ON THE PLANS ~ vr¢ te,~ a~ ~ INDIGTm < ,e YIl. 3~ MN. SUBGRADE
ON THE 0 CLASS 1. 2 OR 1" MORTAR 2" STANDARD BRK~(
r . O.D. ~ O.D. ,y. 2" MORTAR
~~*`''°,.a.~y' 8' YMI. CLASS 1 OR > IN(11AL ENCKFILL ?'Y ' IAN.
CLASS 1 WATER VALVE BOX EXTENSION AID 03059
m v ouc~ pan uoa \ Mme, CASTING CENTERED OVER VALVE NUT
SG~E ~E SEWER CLEAN-OUT CASTING DES. JAK III CENII]TED OVER STACK
~ FOUlOATION YAIERML MATERIAL ~~'T~IIIS INSTAUAl10N R IRED WHEN VALVE BOXES MID CU?AN-OUTS / CKD: JPN EQU
PVC PPE DUCIIE YiON PPE ARE LOCATED NJ PRESENT OR FUTURE PAVED AREAS. DRWN: DLL
'~PfDOR TO SETDNG CASTINGS, NEW RVSTALLATKXIS WN.L REQUIRE 95X COI~PACTKIN OR BpCKFlLL IN 6" UFTS.
PIPE BEDDING DETAILS DATE;
VALVE BOX AND CLEAN-OUT CASTING BASES NN.•~ s
N15 ~ •
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