20201045 Ver 1_401 Application_20200813

DWR
Division of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes IT No
Change only if needed.
BIMS # Assigned
20201045
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Wilmington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Sewer Ehdensions to Abandon Decatur Sewage Pumping Station
1a. Who is the Primary Contact?*
Jason Miles, P.E., Senior Civil Engineer, City of Jacksonville
1b. Primary Contact Email:*
[e-mail]
Date Submitted
8/13/2020
Nearest Body of Water
Little Creek
Basin
White Oak
Water Classification
SC, NSW
Site Coordinates
Latitude:
34.7711
A. Processing Information
County (or Counties) where the project is located:
Onslow
Is this a NCDMS Project
r Yes IT No
Longitude:
-77.4408
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Holley Snider:eads\hasnider
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No
1j. Is the project located in a designated trout watershed?
C Yes r No
F. Applicant Information
1d. Who is applying for the permit?
fJ Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Jacksonville
2b. Deed book and page no.:
1326/232
2c. Responsible party:
2d.Address
Street Address
815 New Bridge Street
Address tine 2
city
Jacksonville
Postal / Zip Code
28540
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
r Unknown
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
u

4. Agent/Consultant (if applicable)
4a. Name:
Timothy M. Stewart, P.E.
4b. Business Name:
Parker & Associates, Inc.
4c.Address
Street Address
306 New Bridge Street
Address tine 2
City
State / Province / Region
Jacksonville
NC
Postal / Zip Code
Country
28540
USA
4d. Telephone Number:
4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
COJ Decatur SPS Agent Author Form.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/town:
Jacksonville
2. Project Identification
2a. Property Identification Number:
2b. Property size:
040274
2.1
2c. Project Address
Street Address
705 Decatur Road
Address tine 2
City
State / Province / legion
Jacksonville
NC
Postal / Zip Code
Country
28540
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Creek
3b. Water Resources Classification of nearest receiving water:*
SC, NSW
3c. What river basin(s) is your project located in?*
White Oak
3d. Please provide the 12-digit HUC in which the project is located.
030203020105
4. Project Description and History
65.18KB
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The Sewer Main will run through existing wooded wetlands and uplands along Little Creek. The surrounding area is a residential subdivision. A gravity sewer line is to be installed to
abandon the existing Decatur Road Sewage Pumping Station. The sewer will cross Little Creek, then run through wetlands and uplands to an existing sewer manhole downstream.
Impacts will be temporary impacts. The ground will be returned to original contours. Access to the sewer route will require a temporary stream crossing.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F Unknown

4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
COJ Decatur SPS USGS Map.pdf 338.18KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
COJ Decatur Sewage Extensions.pdf 185.22KB
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
4h. Explain the purpose of the proposed project:*
A gravity sewer line is to be installed to abandon the existing Decatur Road Sewage Pumping Station.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Sewer Main will run through existing wooded wetlands and uplands along Little Creek. The surrounding area is a residential subdivision. A gravity sewer line is to be installed to
abandon the existing Decatur Road Sewage Pumping Station. The sewer will cross Little Creek, then run through wetlands and uplands to an existing sewer manhole downstream.
Impacts will be temporary impacts. The ground will be returned to original contours. Access to the sewer route will require a temporary stream crossing. An excavator and other typical
construction equipment will be used for installation of the sewer manholes and mains.
4j. Please upload project drawings for the proposed project.
scan1.pdf
scan2.pdf
scan3.pdf
scan4.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2019-01845
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Haywood Pittman
Agency/Consultant Company: Pittman Soil Consulting
Other:
272.8KB
192.03KB
249.61 KB
419.86KB
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
12-20-19
5d1. Jurisdictional determination upload
COJ Decatur SPS Exhibit Map.pdf 164.37KB
COJ Decatur SPS JD Notification.pdf 176.19KB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
17 Wetlands W Streams -tributaries
r- Open Waters F Pond Construction
2. Wetland Impacts
r Buffers
U

2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W. 2d. W. name * 2e. Forested* F2fTpe ofdicition*(?) area*
Sewer Installation T Bottomland Hardwood Forest forest Yes Both 0.740
(acres)
2g. Total Temporary Wetland Impact 2g. Total Permanent Wetland Impact
0.740 0.000
2g. Total Wetland Impact
0.740
2h. Comments:
Temporary wetland impacts will be for Sewer Main installation. After installation, ground will be returned to original contours. There will be no
permanent impacts.
3. Stream Impacts
F
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* ��name * 3e. Stream Type* I. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Sewer Installation Tem orar Fill :][R"el ]ff::]B.1h ][;;J;;:]
S1 p y
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 31. Total temporary stream impacts:
0 20
3i. Total stream and ditch impacts:
20
3j. Comments:
Temporary Stream Impacts will occur during Sewer installation. After construction is complete, the stream will be returned to its original condition.
There will be no permanent impacts.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The route chosen locates the manholes in uplands and locates the sewer main away from the creek as much as possible.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion Control measures are designed to prevent sediment from entering into wetlands and adjacent stream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:

G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPAUSEPA)? *
r Yes r No
Comments:*
$700,000
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 21-1.0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Raleigh Ecological Services Field Office Website
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
Essential Fish Habitat Website
7. Historic or Prehistoric Cultural Resources (Corps Requirement)

7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r- Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historical Preservation Website
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
NCDEQ Rules require manhole tops to be watertight and be vented to 2 feet above 100-year Flood Elevation.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Maps.com
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
COJ Wetlands Exhibit Map.pdf 112.81 KB
Signature
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Timothy M. Stewart
Signature
J - t* 6 •'.--,2 2tG-
Date
8/13/2020

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO.
PARCEL ID: 040274
STREET ADDRESS: Decatur Road Pump Station Abandonment
705 Decatur Road, Jacksonville, NC
Please print:
Property Owner: City of Jacksonville
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Timothy K Stewart, P.E. of Parker & Associates, Inc.
{Contractor / Agent} (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, Issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address Of different than property above):
815 New Bridge Street, Jacksonville, NC 28540
Telephone: [phone]
We hereby certify the above Information submitted In this application Is true and accurate to the
best of our knowledge. ,�tr�
a i/ 1
Jason Miles, P.E.
Authorized Si �ture -
Date: e
City of Jacksonville, Senior Engineer
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CITY COUNCIL MEMBERS
Sammy Phillips, Mayor
Michael Lazarra, Mayor Pro-tem.
Jerry Bittner
Brian Jackson
Randy Thomas
Angelia Washington
Field Book: COJ #64, Pg. 61,62-64
Disk Now: Acad 2799
Filename: Decatur Rd - Sewer.dwg KHW
.lob No.. $200203-7279
CITY OF JACKSONVILLE
SEWER EXTE._.....NSIONS TO ABANDON
DECATUR -SEWAGE PUMP STATION
Rev. 842-2020 KHW - Revise Sewer Notes
Rev. 7-29-2020 ELB/KHW - Add Note #5, revise erosion notes, revise sewer notes, and update City LOGO.
JACKSONVILLE, NORTH CAROLINA
Project
Area
°
JULY 2020
DRAWING INDEX
Sheet
Description
1
Cover Sheet
2-3
Plan and Profiles
4
Detail Sheet
Obi
Decatur Sewag
PumD Station
New River
L0CAT10N PLAN
SCALE: V-1000'
SHEET" 1 OF 4
\�1
Erosion and Sedimentation Control Notes:
1. Notify City of Jacksonville Utilities Department and NCDEQ Land Quality
Section prior to beginning construction.
2. Contractor shall install temporary construction entrance, rock check dams
and silt fence prior to construction, and immediately after clearing, in the
locations shown on the plans or as directed by City of Jacksonville Utilities.
3. Contractor shall periodically remove collected sediment and maintain silt fence
and rock check dam in good working condition until all disturbed areas are
stabilized.
4. All trenches shall be backfilled, regraded, grassed, mulched and restabilized
as soon as practical to minimize erosion. All areas shall be restabilized within
7 days of main installation.
5. Temporary or permanent seed, fertilize and mulch all disturbed areas after
completing any phase of the grading work within the following time schedule.
Apply temporary seeding and mulch if the area is to be disturbed again and
permanent seeding and mulch if areas have been final graded and accepted by the
Owner.
1.) Slopes steeper than 3:1 and perimeter dikes, swales, ditches and slopes,
and areas near HQW water - within 7 days.
2.) Slopes 3:1 or flatter, and all other areas with slopes flatter than 4:1- within
14 days. If temporary seeding is used to temporary stabilize and area, upon
final grading of the job, the permanent seed, fertilizer and mulch shall be
completed. See seeding specification for additional information
6. Contractor shall keep all excavated dirt off of the existing asphalt roads so
as not to damage the road during cleanup. Any damage to existing roads shop
be repaired at contractor's expense.
7. All disturbed areas shall be regraded and regressed to their original condition
to the satisfaction of the City of Jacksonville Utilities Department officials.
8. Contractor is responsible for maintaining all erosion control measures and shall
amend measures as required to prevent accelerated erosion from taking place
on this site.
9. Once areas have been stabilized, and is acceptable to COX and NGDEQ, Contractor
is to remove temporary erosion control measures, regrade, reseed and remulch
these areas as needed_
10. Seeding Specifications:
Apply lime and fertilizer and work into seed bed. Seed mixture shall be distributed
uniformly and covered with a clean straw mulch. All mulched areas shall be crimped
or tacked to stabilize. Minimum material and application rates are as shown in City
of Jacksonville M55D Standards.
11. For seeding of wetland areas, use only the annual grasses: Rye Groin and German
Millet and double the application rate. Do Not Use Fertilizer in WetkrAs.
12. If mulch and tack is insufficient to restobilize existing ditch and/or banks, contractor
shall install erosion matting or other devices to help re-establish grass. Do Not use
tack in wetlands.
13. Any additional erosion and sedimentation measures necessary to stabilize disturbed
areas and return areas to its original or better condition and to keep sediment from
leaving the site shall be. installed by the contractor, as directed by the owner. This
includes additional rock check dams, silt fence, sediment traps, erosion blankets,
rip rap stabilized areas, etc.
14. Contractor is responsible for maintaining all erosion control measures and shall amend
meosures as required to prevent accelerated erosion from taking place on this site,
until site is restabilized and accepted by City of Jacksonville.
15. Upon restabi I iztion of all disturbed areas and swales, contractor shall remove all
temporary erosion control facilities and grade, grass, mulch, and restabilize the areas.
16. For additional construction information, rest of plans, specifications, sedimentation
and erasion control approval letter, NPDE5 General Permit, and wetlands permit.
CAUTION NOTES:
Underground utilities may exist in the vicinity of this project. Locations shown for
existing utilities are approximate and other utilities may exist in the vicinity of
the project which are not shown on these plans.
Prior to excavation, the contractor shall provide proper notice to the utility companies
listed below and to any other utility companies that may be in the area in conformance
with the 'Underground Dame Prevention Act" of 1985 and the specifications.
The contractor is responsible for verifying the location and depth of all utilities and
reporting any deviation to plans or potential problems to the Engineer prior to
construction. Contractor is responsible for any danw9c. to any existing utilities.
The contractor shall be liable for all legal actions resulting from construction in the
vicinity of this project and by accepting these plans agrees to hold the Owner and
Engineer harmless from any claims or damages resulting from its work.
NC 811.............. ............................................ _.1-800-632-4949 OR 811
CAS...... PIEDMONT NATURAL GAS ......1-800-752-7504 (LEAKS)
ALWAYS CALL 911 IF THERE 1:5 AN EMERGENCY
Sewer Notes:
I. Potable water supply and sewage treatment to be by City of
Jacksonville.
2. Locations and depths of existing utilities shown are approximate
only. Contractor is responsible for verifying locations and depths
of any utilities present, prior to construction and report any
deviations to City of Jacksonville officials prior to constriction.
Contractor is responsible for any damages he inflicts to existing
utilities.
3. As of October 1, 2014, anyone digging with mechanized equipment in
highway right-of-way, private utility easements, or public spaces will
be required by North Carolina law to give notice of the proposed
excavation to all existing area utilities at least three to twelve
business days before starting to dig. The utility owner is to locate its
facilities in the area of the proposed excavation. Utility members of
North Carolina 811 can be contacted at 1-800-632-4949 or Call $11.
4. Proposed sewer main shall be PVC C900 or ductile iron Class 350
as shown on plans. See specifications for additional information.
5. $ewer mains shall be buried with minimum of 36-inches cover,
unless otherwise toted.
6. Water mains and sewer mains shall have proper separations. Mains
shall maintain 10' minimum horizontal separation at water and sewer
crossings, the water main shall have 18 inches separation above the
sewer main or they both shall be constructed of ferrous material for
a minimum of 10 feet each side of the crossing. See specifications
for further details.
7. Contractors shall notify the certifying Engineer and the City of
Jacksonville Utilities Department at least 48 hours prior to
commencing any work, inspections and tests.
8. All tests are required in the presence of the certifying Engineer
and the City of Jacksonville Utilities Department. Tests Shall be in
Accordance with City of Jacksonville's MSSD and Shall include mandrel
and videoing of the line. Video shall be submitted to City for Approval.
9. In addition to the Standard Sewer Main Testing, all mains installed
within Wetlands shall be Pressure Tested to Water Main Standards, at
150 psi for 2 hours.
10. The exterior joints of all Manhole sections shall be sealed with Water -
Tight Joint Wrap.
It. The interior walls of all Manholes shall be linked with a Protective /
Waterproof Epoxy Coating.
12. Contractor shall maintain comprehensive (depth and horizontal
locations) field "as builts" for all installations and submit them to
the certifying Engineer and the City of Jacksonville Utilities
Department.
13, Anything disturbed shall be replaced to its original or better
condition to satisfaction of City of Jacksonville.
14. Contractor shall keep all work within permanent and or temporary
easement acid not disturb any property outside of easements
without property owner's permission.
15. Contractor shall coordinate with local utility companies to shore
or support existing power/phone poles and all appurtenances as needed.
This work is to be included in the bid price of the main involved.
16. Contractor shall install traffic control devices (lighted barricades,
cones, signs, and flagmen as required) along all roadways affected by
construction per N.C. D.O.T. and City of Jacksonville standards.
17. All installation materials and practices shall meet the City of
Jacksonville- MSSD standards.
18. For other detailed construction notes, see plans and specifications.
Survey Notes:
1. Topographic information shown is from survey by Parker A Associates, Inc.
in June 2019 and March -May 2020.
2. Wetlands delineation provided by Pittman Soil Consulting, Inc, and
surveyed by Parker A Associates, Inc. dated 6-11-19 and March 2020.
3. Lot and Street Lines taken from best fit overlay of the Onstow County
GIS Tax Map with surveyed corners.
4. The Effective 100 year flood elevation is:
10 at West Side of Decatur Road;
8 at intersection of creek near Sto.13+50,
7 at 5ta. 0+00.
The Preliminary 100 year flood elevation is 10.3 for the entire route.
5. No Register of Deed search done by or furnished to surveyor regarding
deed or covenant restrictions.
6. The GPS portion of the control work was performed to third order, Class
I, FGCC specifications, the coordinates were obtained by Real Time
Kinematic Differential GPS Observations using Trimble Survey Grade
5800 6PS Unit, NC&S RTK Network Adjustments to NC Grid NAD'83,
(2011). Average Positional Accuracy is 0,08'
7. All distances ore horizontal ground, U.S, survey feet.
8. Elevation Datum, NAVD'88
9. The existence of utilities may imply the existence of an easement.
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O" Box 476 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
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Tem-Dorary Stream and Wetlands Impact Notes:
1. This Project will have a temporary stream impact to allow construction traffic to crass
the creek, and temporary wetlands impacts due to sewer installation.
2. Stream Crossing:
A. Initial disturbance of this area shall be limited to only that area minimally needed to
allow passage of construction equipment to prepare for the installation of the crossing
and to execute upland construction on the opposing side of the crossing. Clearing,
grubbing or land disturbance of the subject area shall not be performed until all
equipment, storm drain and erosion and sediment control materials or devices sufficient
to substantially complete the construction and stabilization of the crossing are staged or
stockpiled at the location. Due consideration shall be given to impending inclement weather
conditions that may adversely affect the completion of the crossing in the shortest time
practicable.
B. Establish clearing limits per approved plans. Clear and grub area as needed.
Immediately install silt fence at the wetlands line, and along existing creek top of bank.
Install erosion control fabric along ditch banks. Do not clear or disturb any unpermitted
areas.
C. No construction of the crossing shall commence in the wetlands until all materials
needed for the crossing are staged on site.
D. When possible, work on the crossing shall be done during periods of dry weather.
E. Work on the crossing shall be completed in the minimum time necessary.
F. Contractor shall install temporary sand bags and/or sheet pilings in the stream prior
to construction and bypass water as needed via a pump around. Pump around shall discharge
into a rip rap lined basin or a sediment bag to keep sediment out of stream.
6. During excavation, stockpile the top 12"± of topsoil, and reuse topsoil as the top layer of
soil when backfilling.
H. Install Temporary culvert then backf ill pipe and install silt fence along top of bark of
creek and along construction drive on both sides. Line rest of disturbed creek bark with
,lute matting and seed with annual grass.
I. Contractor shall monitor the crossing and creek banks during construction and maintain
area to keep sediment out of creek.
J. Upon completion of project, temporary culvert shall be removed from crossing and area
shall be regraded to original contours. Stockpiled Topsoil shall be used, banks shall be lined
with ,jute mat and seeded, and rest of area in wetlands shall be seeded with annual grass and
wetland seed mix. Silt Fence shall be installed along top of meek banks.
3. Temporary Wetlands Impact Notes:
A. Any work within the stream and wetlands areas shall conform to the conditions in the
Department of the Army Corps or Ergineers Nationwide Permit No. 12, and the North Carolina
Division of Water Quality Certification #3374 concerning utility line backf ill and bedding.
B. After sewer installation, the ground contours shall be returned to the original
pre -construction contours, and American Excelsior matting shall be installed along creek
banks, after seeding, and mulching for stabilization.
C. The top 6" to 12" topsoil of the trench shall be stockpiled separately then used as the top
6" to 12" of the trench backf ill.
D. Only annual native species suitable for wet locations shall be planted and established within
wetlands for soil and erosion control. Perennials, such as Fescue, and Bermuda are prohibited
in wetlands. For seeding of wetland areas, use a mix of annual grosses, Rye Grain and German
Millet and a wetlands seed mix.
E. No fertilizer shall be applied within 10 feet of streams.
F_ The construction corridor (including access roods and stockpiling of materials) shall be
limited to 35 feet in width in wetlands and must be minimized to the maximum extent possible.
Clear and grub only the amount needed for trench excavation.
G. In the temporary construction easement, contractor shall only bush hog or cut down trees,
and not disturb root map, only to the extent necessary to allow for construction access and
temporary stock piling of excavated trench material.
10
5
101
Rev. 8-12-2020 KHW - Add Anti -Seep Collars, revise Sewer Dine "On size and profile
Rev. 7-29-2020 ELB/KHW - Add Temporary Pipe, Revise Manhole Inverts, and revise sewer pipe widths.
L_ ege_n4:
SPS and Sewer Abandonment Notes:
BG - Below Ground
inv. - Invert
- Centerline
OISF - Iron Stake Found
1. Upon Satisfactorily Completion, Testing and Operation of New
Conc. - Concrete
M.B. - Map Book
Gravity Main, the Existing Pump Station shall be Abandoned.
C&G - Curb and Gutter
N - Northing
E - Easting
ONS - Nail Set
2. Contractor Shall Submit a Plan for Bypass Pumping to the City Utilities
Elev. - Elevation
OWL - Overhead Power Line
Department for Review and Approval Prior to Implementing it.
ecb - Existing Catch Basin
Pg. - Page
3. The Existing Sewer Mains shall be Plugged and Filled with
egv - Existing Gate Valve
OPKS - PK Nail Set
flowable fill.
emb -Existing Meter Box
R/W -Right-of-way
a emp - Existing Metal Pole
RCb - Rock check Dam
4. The Generator, Diesel Fuel Tank, Pumps and Panels shall be
0 epp - Existing Power Pole
SP5 - Sewage Pump station
removed from Site and Delivered to City of Jacksonville in
I
ess - Existing Sanitary Sewer
TOM - Temporary Bench Mark
a location determined by them.
0 essmh - Existing Sanitary Sewer
Manhole
TOO - Top of Bank
/
ewm - Existing Water Meter
WF - Wetlands Flag
5, The Building, Fence, Slabs and Pipe to 3 Minimum below
ex. - Existing
_
Ground shall be removed and properly disposed of.
- Finished Floor Elevation
\
\ -Existing Lot Number
6. The Wet Well and Manhole tops and first section, to a minimum
/
'
FL -Flow Line
FL
I5F - Iron Stake Found
-- •
X 13.46 - Existing Spot Elevation
of 8' below ground, shall be removed and properly disposed of.
/ Wetlands
`� 1
/ .a a�� /
hw Hardwood
a structures shall then be filled with flowable fill.
Install Temporary 20 LF
54"RCP for Creek Crossing
, Line (Typ.)
/
dfia°j /
I /
sf
- Silt Fence
7. The existing power pole and overhead power line shall be removed.
Install with V Bury Below
Creek Bottom and 2' Cover
/ � . `
/
if /
�.T /
Core Drill New Inv. Out.
8. The existing water service to the pump station shall be properly
`
abandoned
for Construction Traffic. ,
22 L F $„ S S
..
/
/ Add Boot with Double Straps.
Plug Existing Inv. Out and
9. The existing concrete drive and stone drive shall be replaced to
9fi ,
_
/
Install Silt Fence at
I 1
1 / m / Reform Channel. 22 ,
/
original or better condition.
Clayton E. h Stacy L Sparks �'l Ltd
/
Disturbance Limits. y ' '
s existing madwle Supplement to
10. The site, shall then be graded to drain so that there is no
M.B. 41, Pg.146
380 Royal Bluff Road
d fi
/ / E �g
/9 �h
, /
SF 9.91 Subdivision Map No. of
1
r €inv. 3.46 Replace and a ams Temporarily Northwoods Park
/ Replace Fence as Needed. M.B. 9, Pg. 49 !
standing water.
11. The site shall be grassed and restabilized.
15' Temporary
/' /
/
��^'-~I Clear and !
Construction
Easement.
�,�
/ d t /welans
/ `'•
f
tire
2gp '� Hg� Grub T
ex. 30" a'
LJ` j4" �� ` - hwtree
MH #5 / / '�
--
s
/
/ Wetlands acisf�n9'$V-h
� -
a y 1
P
S`S E x. tree24* `fit 0 T
MH #7 � " roc. 30• s �-� ISF eDP
hw tree ex. nee
� �
existing
C&e
}Sj /
vanes �p���;
o
ex. 8" 0 a
ex h
/ `
�•—�..
RCD Collar Anti -Seep
/ (`ee
T �
hwtr�ee O ex. , 0
City Jacksonville cNI
Remove. and Replace
\
/
\ I ;;3/
30Drainage, Utility Detail?
' nag tY
and Access Easement w
pr of � hw o �
Reserved '
� � � ohpl
I Wetlands M.B. 7, Pg. 25 �! ohpl ry ex, 36'
_
Existing Road and C66 .
1 See Details.
Line
(ryp.)
existingmonkle
\ ej "h C'212
L.F. 20" S.S.
1 MF! #6 //
rock Cjy
tap 15.53
f inv. 335
\ \
Sf
Fence
S 5 -- >rs r 0* sewer
' �~ 1
ex 1
Install Silt at
! -� .
11
�~
ti \
\
Clearing / Disturbance ditch ---��
Limits / \
Existing Pump Station�� _
to be Abandoned. See -
1 i]M
�
Abandonment Notes. � headvdt ;if
Install Silt Fence 5' from
Install Silt Fence at Wetlands
1V°
PKS in Centerline
Creek Top of Bank Immediately \
After Clearing, then again After
Disturbance / Clearing Line (Typ.)
Limits. 5' off Ditch TOB
ecb
tap 15.05
Decatur Road
Elev.15.35
+
Sewer Installation. Line Creek `
Bank Excelsior
Install Temporary
fi 14.26
inv. 6.35
W
ghat 2 of 4
zo Drainage
Utility Easement per
MA 41, Pg- 146 �
with American
And Seed with Annual Seed and ! 32 !
Wetlands Seed Mix. ,. .- !
Construction Entrance irrv. oat
43 e.ak4.8•
ecb mrh A4ae 4 }•��
�
top 19A9
ZZ
Z
inv. 6.19
f Subdivison Map No. 9 of
/
Northwoods Park
ISF
/
M.B. 9, Pg, 22 / /
T
ew
34 �
N
Sewer
line "A" o
o
n
Sewer sine "B"
o
-,J
d
rt7
Co
.Q .}-
irf
CO
c
to
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w
.~.1 co
O i
c 0
.�► �.
Co
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as
10
Q
a..�,v.
,o
o3vlutr
LOW
.X
a
c
U)
W
V)
tAt
A
Core Drill New Inv. Out.
Add Boot with Double Straps_
�r
Plug Existing Inv. Out and
45
Reform Channel.
i
22 L.F. 8"
PVC S.S. @ 1.0%
.-
Existing Water
0
iF
10
1-9
co
H
i
5
120 L.F, 20" C900 PVC
212 L.F. ZO" C900 PVC 5.5. @ 0.18
o
S.S. @ 0-18
Install One Joint
N
'c g
„��"
lyxi5i
$.5_
of Ductile Iron
Centered at W
1.16 %
N
Creek Crossing cn
n
2t� �F 1 T,
c
ai
H
di
G
H
u,
1+00 2+00 3+00
o
A
Sewer Line "A" (Sta. 11+00 - Sta. 15+05.79) and Sewer Line
tt fi f$
4-
H
y
�A
ry
pp
.
SEWER EXTENSIONS TO
4
i
City of Jacksonville
-
EAL
ABANDON DECATUR SEWAGE
14575 1
o
PUMP STATION
P.O. Box 128
Jacksonville, North
�
�;;�.G,
`
Carolina 28541
;
SC�`
''". '
„
tom
w
%:0
Jacksonville Twp., Onslow Co,, North Carolina
[phone]
11+00
12+00
13+00 14+00
15+00 16+00
0+00
PARKER & ASSOCIATES, INC.
Vwo,NO.
Engineers - Surveyors - Planners
3 Of 4
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Designed TMS
Phone [phone] - www.ParkeriacksonviHo.com
KHW
N.C. Firm License Number: F-0108
_.
field Book: CQ.! +�54, 51�i6
p9•
Date
07/01/2020 IS""
Horn. 1"=40'
Vetti. 1"z4
FiWnZc: to
Decatur Rd - Sewer,dlwg
Disk
Act 2799
Job No. C183tf04-b90a

F
AN OVERLAY MAY /
BE REQUIRED
TYPE SF-9.5A OVERLAY - MINIMUM 1 1/4"
THICK, 25' EACH SIDE OF PIPE TRENCH--
u
8" MINIMUM \'ti
AGGREGATE BASE -
COURSE TYPE ABC
\6'
MECHANICALLY COMPACTED
BACKFILL, 6 LAYERS, 95%
STANDARD PROCTOR 1, ! •:::::: :: ell \
(AASHTO T-99) i-
\: \
�.
S
PAVED AREAS
TYPICAL TRENCH BACKFILL
AND SURFACE REPAIR DETAILS
CITY OF JACKSON VILLE
DETAIL # C01.01
Not to kale
6
HAUNCHING TO
SPRfNGLINE
1/8 OUTSIDE PIPE - --
DIAMETER
3.-6' TYPICAL OR 6' IF
ROCK IS ENCOUNTERED
(NOTE 2)
PIPE SIZE
^-- BITUMINOUS CONCRETE SURFACE
COURSE TYPE S-9.58. MATCH
EXISTING PAVEMENT OR 2' MINIMUM
W y +.•
y
-SAW CUT
EX. ASPHALT
COMMON EARTH
BACKFILL. COMPACT
IN 6" LIFTS
(SELECT) INITIAL EARTH
ACK: N w„ OTE 3 OR STONE
TO TOP OF PIPE
FOR PVC PIPE
CLEAN COARSE
AGGREGATE No. 67
I FOR BEDDING
` DEPTH VARIES
1 SEE NOTE 1
UNDISTURBED SOIL
FOUNDATION STONE IF
REQUIRED (SEE ALSO
DETAIL C01.02)
NOTES:
1. Foundation stone shall be required when soil conditions are unsulfobte.
2. An additional 1 inch depth of bedding material will be required for each
additional 2 feet of trench depth in excess of 16 feet up to a maximum
of 12 Inches.
3. Haunching for depth flexible wail pipe (PVC TRUSS, C900 PVC, and SDR35)
shall be outside pipe diameter + 1 inch. Haunching shall be thoroughly
compacted No. 67 stone.
Sanitary Sewer Line
Trench Detail
(City of Jacksonville DeWl 531.01)
Not t0 Scale
;TORE GRADE TO ORIGINAL
1UND SURFACE ELEVATION
E DETAiL C01.01)
;TING SURFACE
'lES
CARRIER F'IP1= � SEE NOTE 3 (VARIES Wi11
y/\ PIPE BACKFILL CLASS)
NON -WOVEN ---SEE NOTE 2
GE0TEXT1LE
FABRIC FlLTER -+SEE NOTE 1
UNDISTURBED ��/�������/��r�1/�/
EARTH ///��/��/�/\ /�
NOTES:
1. 8" deep No. 57 stone or equal wrapped in non -woven geotextile filter fabric
lightly compacted. Overlap fabric by minimum one pipe O.D.
2. 4" deep No. 57 stone or equal lightly compacted pipe bedding.
3. General backfill compacted to 90% Standard Proctor density in 6" maximum lifts.
UNSUITABLE SUBGRADE
TRENCH DETAIL - TYPE A
City of Jacksonville Detail #C0I.02
Not to Scale
Rev. 8-12-2020 KHW - Add Anti -Seep Collar betr it
Rev. 7-29-2020 ELS/KHW - Add Detail C06.018
FILTER FABRIC
MIRAFI 100X OR EQUAL FILTER CLOTH 1N S-0" WIDTH
SECURE TO FENCING. EXTEND FABRIC 12" INTO
EXCAVATED TRENCH. NO BURLAP WILL BE PERMITTED.
VARIABLE AS DIRECTED BY PUBLIC SERVICES DIRECTOR
w j, j NORMAL SPACING 8'--0" MAX.,
IlkREDUCE TO 4'-0" NEAR LOW AREAS.
s Lei si+,
•Q- eiy�iy�e�
�aeI�OI�.�� I+y�OI,�j�i••
1IlQee+.�`ir+.�
��tsEso�i
�ti>�diei
o+
I`
1
.-11'�e7'�'ri•���Filli
WELDED WIRE FENCE 4" SPACE.
TOP & BOTTOM WIRES ARE 10
GAUGE MIN., INTERMEDIATE
WIRES ARE 12 1 /2 GAUGE MIN.
EXTEND FENCE 6" INTO
EXCAVATED TRENCH
SELF -FASTENING STEEL POSTS.
DRIVE POSTS 24' INTO GROUND
BRACE POSTS AT
LOW POINT
90' TYPICAL
110' MAX.
NOTE 2 -•--
I i
1
STEEL DRIVE POSTS
1 MIN. 24" (EXTRA DEPTH
NOTES
l REQUIRED FOR UNSTABLE SOILS)
1 • Toe in backfill into trench and compact the t ;
soil firmly to anchor the bottom of the silt fence so that the runoff is forced
to go through the fence. No runoff is to flow under the fence.
2. To Increase storage capacity and prolong the life of the' silt fence, excavate a
6"x6" sediment trench uphill along the line of posts whenever possible,
4. Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
5. Silt fences shrill not be used at pipe outlets or In areas of concentrated flow
(creeks, ditchlines, swales etc.)
TYPICAL SILT FENCE
CITY OF JA.CKSONVILLE
DETAIL #350.02
Not to scale
Top of
Channel
stone
W = Check Dam Width
D = Depth of Channel
dm = Median Diameter of stone
B --B tom
Plan View
C. Channel
'W -- Vanes Top
.I� �c+wntrei .
14- Channel
5ection A -A Salton Section 13-13
Note:
Given dimensions are tninimm unless otherwise specified
by the Engineer for site specific conditions.
Temporay Fortified Rock Check Dam
Not to Scale
EXISTING ROAD
R/W
CONSTRUCTION
ENTRANCE
PROFILE
50' MIN.
LENGTH
R/W
2) 4" DI 90' BENDS
FLANGED)
MINIMUM 12' ABOVE 100 YR
BASE FLOOD ELEVATION 4" DI WALL PIPE
(NOTE 13) (CAST -IN -PLACE) (NOTE 13)
PLACE 1" FLANGE FILLER WITH :' • ": SEE DETAILS C06.01 (SHEET
1/4" MESH SCREEN WIRE AND R '- . =+.:y : 2 OF 2) FOR CAST IN FRAME
FINE SCREEN BETWEEN FLANGES 'f • AND COVER.
8" MIN. FLAT TOP PER :;-' TOP OF COVER PER PLANS
PRECAST MANUFACTURER .:. 4" DIA
TO BE USED UN UNPAVED, !"� TOP GRADE
NON -TRAFFIC BEARING
AREAS ONLYI (FOR USE IN _
WATERTIGHT APPLICATIONS) .. ... w
..► ow 40.
V THRU 4'
RISER SECTION(S) , #8� a
AS REQUIREf? :• ALL JOINTS TO BE T & G
PRECAST MANHOLE TO W/PREFORMED BUM RUBBER
MEET REQUIREMENTS OF A j (MASTIC) GASKET MEETING
�''. • Jr`AASHTO M-198, ASTM. C-990,
ASTM, C478, AASHTO FED SPEC SS-S--00210 (210A)
M-199 _ r .,..a
• 1/2" DIA. STAINLESS
STEEL `U"
SLOPE OF CHANNEL •• h .BOLT
THRU MANHOLE - 0.04' ' 3/4" RAD. •
FALL FOR 0' TO 45' 0 '
CHANGE IN HORi20NTAL a PLACE "U'
ALIGNMENT AND O.O . , •
FOR GREATER THAN 45' Hy ' ; :' : = • . k , IN .BOLT 12" FROM
ANGLES UNLESS SHOWN d . , •TOP OF MH
OTHERWISE ON PLANS - a ................... r
- PRECAST OPENING
REQUIRED FOR ALL PIPES.
ALL PIPES. SEE PLANS
6" MINIMUM EXTENDED BASE \<' ::: -.. - p--. FOR PIPE SIZES
t REINFORCING PER
PRECAST MANUFACTURER
2' THRU 4' BASE TO MEET ASTM C-478
SECTION
ko�l
SET MANHOL6" MINIMUM
E IN 8' �j
TO 12" No. 67 STONE. FOUNDASEE ECS TION IMPROVEMENT
FLEXIBLE RUBBER BOOT WHEN NEEDED
ASTM C923 W/STAINLESS
STEEL COMPRESSION
BAND AND CLAMPS PLACE GROUT AROUND
ALL OPENINGS
PLACE COMPACTED
No. 67 STONE
AROUND ALL BOOTS SHELF
. ; .• 1 /2"/FT SLOPE
EXTENDED BASE ON
ALL MANHOLES
MOORBAS£ NOT PERMITTED
STANDARD FLAT TOP VENTED
PRECAST MANHOLE DETAIL
CITY OF JACKSONVILLE
DETAIL # 532.02 SHEET 1 OF 2
Not to moo
SEE NOTE 5
SEE NOTE 2 NEOPRENE BOOT
SEE NOTE 3
�� •� ''F'';4 " NOTES 9 dC 10
SEE NOTE 4
FORMED ; ' `+ ,' _ ; �•, \ -
INVERT4.
EXTENDED BASE
NOTES'
D 1.
Concrete strength to be 4,000 PSI minimum.
Flow 2.
Pipes will be grouted inside and out.
3.
Flexible sleeve boots cast in place or installed with stainless steel expander
rings. Boots to meet ASTM C-923 standards.
""'"
o°G'r scone 4.
See detail 532.05 for typical Invert shaping.
5.
Service laterals into existing manholes to be core drilled and booted.
6.
Maximum depth 4• diameter manhole = 15' (see sewer design section for other
requirements / limitations).
7.
When directed br the Public Services Director, place manhole insert such as
"no-flow/inflow insert or "rainstopper" insert as manufactured by
"Southwestern Packing & seats" or approved equal.
8.
For watertight applications, place butyl rubber between frame and cone.
9.
All banded connections shall be double banded. For pipe connections 12" and
larger, 2 sets of bands shall be required.
10'
Lubricate the following: Pipe exterior, boot interior, boot exterior, S.S. bands
(Top & bottom)
11.
Place manhole opening over the effluent line.
12.
Manholes subject to flooding shall have the top of the manhole rim a minimum
of 12" above the 100 Yr. BFE or vented every 3rd manhole, but not exceeding
1,000 LF between vents. Vents shall be placed a minimum of 12" above the
100 Yr. 8FE.
STANDARD FLAT TOP
PRECAST MANHOLE DETAIL
CITY OF JACKS• ONVILLE
DETAIL #532.02 SHEET 2 OF 2
Not to Scale
I (56lr NOTE)
PLAN MEW
TEMPORARY STABILIZED
CONSTRUCTION ENTRANCE
Not to scale
j ,Y tj,IC kQn rJ- peGi�io tions
1- Aggregate size - Use 2-3 inch washed stone
2. Length - As effective, but not less than 50 feet.
3. Thickness -- Not less than six (6) inches.
4. Width - Mot less than full width of all points of
ingress or egress. MinirnUm of 12'_
S. Install fitter fabric under entire footprint of the construction
entrance.
6. Washing - When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right-of--
Luay. When washing is required, it shall be done on an
area stabilized with crusixd stone which drains into an
approved sediment trap or sediment basin. All sediment
shah ba prevented from entering any storm drain, ditch,
or uxttercoursc through use of sandbags, gravel, boards
or other approved methods.
7. Maintenance -- The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights -of -way. This may regwire
periodic top dressing with additional stone as conditions
demand and repair and/Or ciccraout of any meclsures used to
trap sediment. All sediment, spilled, dropped. =Shed or
tracked onto public rights -of -way must be removed
DETAILS 532,01,
532.02, OR 532.03
FOR CONSTRUCTION
STANDARD PRECAST
CONCRETE MANHOLE -
USE FLEXIBLE RUBBER
BOOT OR APPROVED
PVC MANHOLE
ADAPTOR iN OPENING
NOTES 8 & 9
FIRST JOINT
OUTSIDE: MANHOLE
TO MATCH DROP
PIPE MATERIAL
VIP
VIHEN MAIN IS DIP, -
PROVIDE TRANSITION
COUPLING AS
APPROVED BY
PUEILIC SERVICES
DIRECTOR
45' BEND OR
90' BE -ND
NOTE 6
5'-0- DIAMETER (MINIMUM)
2�
I
REMOVABLE PLUG
(SEE 140TE 3)
DROP MANHOLE TEE
PIPE STRAPS
(STAINLESS STEEL)
1" MADE x 24
GAUGE WITH Trench width
STAINLESS STEEL.
EXPANSION
ANCHOR BOLTS TO
WALL
MANHOLE WALL
PIPE SIZE SAME r---~--~IMP' 2r
BENCH AND INVERT �-
TO BE REBUILT TO
HANDLE NEW
FLOWS
say collar to Extend
L2" Below Stone and
12• Above stone
1a"
NOTE& �''
1. This detail is to b approved on a case by case basis.
2. All thru pipe shall be fitted with sch. 40 PVC removable plug.
3. The plugs shall be secured to the drop fitting with two feet of stainless steel or
other non -rusting chain secured with stainless steel machine screws, nuts, and
washers.
4. The diameter of the vertical stock shall be equal to Inlet pipe size but not less
thon 6". Drop stack to be SCH. 40 PVC pipe.
5. The vertical stack shall be stropped to the manhole at the pipe joint when more
than one section.
6. The elbow at the bottom of the stack may be either a 45' or 9fr turn placed In
the direction of flow in the manhole with a channel constructed to conform to the
manhole bench. Provide support for elbow,
7. The pipe shall be chamfered to an angle of 1 T.
8, Core drill hole for existing manhotes, Precast hole for proposed manholes.
9. Place compacted No. 67 stone arround all boots.
10. This detail shall not be used for force mains.
STANDARD INTERIOR DROP MANHOLE
CITY OF JACICSONVILLE
L
Not to scale
Ir-(*) 1/2'-13 x 2" STAINLESS 3.
STEEL HEX. HEAD BOLTS VA7H 3 3/4"
STAINLESS StM WASHERS
r FLAT
Wto
(2) TYPE TWO NON-POWIRATINC RCI(HOU S
WATEFffKW ©Ei`AL PKWJ TOLE CETAL
THERE ARE
TO BE NO VENT HOLES IN COVER.
"G•
NOTES-.
FRAME WEIGHT = 100 LBS.
COVER WEIGHT = 141 LOS.
LOAD RATING = HEAVY DUTY
25" MATERIAL zt ASTM A 48
CLASS 30
23 3 4' FINISH = UNCOATEDW `� f
20 1 2` MODEL = E,lIW V-2384-3
1 1/8'
!=TO READ
Y SEWER' OR
--�-" 'WASM APPUCATION COVER FACE
23 1/2"
24 1 4`
31" 2 7/8'&
FRAME SECTION MACHINED
�,3 SURFACES I-= -I 1!2'�
COVER SECTION
23 1/2*
ti ISC3iuIETRIC }_
-13 \LES
& TAPPED
(4) 1' DIA. b�
g ANCHOR HOLt:S
so �ry>
F,,y a
Gss
0
FRAME TOP VIEW COVER BACK
NOTES:
1. This casting is to be cost -in precast fiat tops for round structures.
Standard Manhole Cover & Rini
"Cast -In" Flat Top Application
(Ci€�r of Jacksonville Detail #1206.01)
Not to Scale
Rf=MOVC RING AND COVER
UT AND PATCH A51P"ALT, UNL.E55
IN NEW PAVEMENT AREA
31±
'
Note:
PEMOVC CONE
For Additional 5tandard City of Jacksonville
betaiis, see the City of Jacksonville Manual of
Specifications Standards and Design
• p6 <:
FILL MH AND VOID FROM
�: ,: j::, ` }
`'': ; (: • c ? r:-: <;:
RIW OVED CONE 5ECTiON
.~Y
TO PAVEMENT 5UB GRADE MATH
FLOWABLE FALL '
Detail Sheet
PLUG AND GROUTI�t1G
.'•i? i,•'"
ALLPiPCS(INLET tOliTiti)
SEWER EXTENSIONS
=; ? : - .`1 1 . ; ; , • ±�
E05TiNG 5EMR LINE
TOF3PABANDONED
ABANDON DECATUR SI
f i Y `'..` :�
PUMP STATION
• .
'
• ' . >: ;• : ,• :'
Jacksonvifle Twp., Onsiow Co., North
PARKER & ASSOCI,
ABANDON MANHOLE DETAIL
Engineers - Surveyors
Jacksonville, North cc
NOT TO 5CALE
b n Ri..r 07A _ zru ua... a.;,"
Field Book: COJ #54, Pg. 61-"
stor4ard #57
Stone Bedding
and Hounsch"
24• wide j
Lo"Illudinalai Secti4in
C121 Anti -Seep Collar Detail
Not to Scale
Note:
I. Anti -Seep Callors shall be constructed of Composted
Clary to prevent flaw of groundwater through stone.
2. Colkrs shall be located as shown on plans.
Lime.............. ................... ......... .»-...._................ _�._....».»»..»_.» ..__.... ».._....».,---.._..2 tit*/ac
s-10-10 FerHlixer _ .._._......»».. ».....-•.............»........_......»..._».»»».._................»__....WOOD Ibt/ae
0-2o-O...... ...... ............---..............»..........._..__...........».».....................»............_.........._.---...._........SW lb*/ac
Unacarified Servloe Leapedua..»»»»..._ Ibs/ac
KY-31 Fsre.......... ..... ................... .... ..... .... ...._..... ....... ........... .......... ...... ...... ....................... ..._30 ibs/oc
RyeGrain . ....... .................. ........................._.._......_........................_...__........................... ........... 25 Ibs/ac
*Straw Mulch ._ _.» ....»....»-...._....._ .. » .._ ..._.. ..» .. .... _... _..----------- --------- ... _....... .2 toast/ac
Fd PernmMird Seeding - Ceiillpdd w _-.._ _.........__ Septontmw 1 - »Febwary 20
Lime .... ...... ..I-_ ...................... ......... ........... --- ..............
_...
Fertilizer (low nHroW approved tar CenFlpade}.»».._.... (Appropriate fertHlxer approved
EiyeGrain ...... ............ ........... ................ _»......... ................... ..... .............. »�» , ..�90116b3/aac
Centipede Seed .......... ..................... .... ...... »............... I ............. 15 Woo (aversoeded In spring)
*Straw Mulch.... ..... ........ _- _ _ _. . »_ ..__...._.......».»... »......_..» ..........»........ 2 tons/**
WNW Temparary Cfir.._.... _.... _... ».... ................................ . NovonAw t - February U
umv._.................... -........ ..... _... _...._.............. _..... ......... ........ ............ ,........... _.... .................... _....... .2 tons/at
10-10-10 FMHftYer...»_.. .. _....»........____................._...._.._,....... _---- ...._..-_....__.700 lbs/**
oatas..»......»...........__.._.... _ ._ ..__....»__.._.........__..._»..__...._.........»...._..50 tba/aw
1 Grn1n....»..._.._....M.......»_............_......_........_......_,...._...._.. ....__ ..__..__........._.3a tbs/oc
*Straw Mulch....... ... .................... ..... _
sprft
rwMWMA ... ................ _.... -.............. _.... ...... _..... . March 1 - April 30
13ms............................. .___ ......__..,,..,,... __......... .............. ____ _._._.... ..................... 2 ton*/ac
5-110-10 Fo tiltzor._......_........-_•-............. _....._...._................. ..... _....w--•--•--..._............... 1000 Iba/ac
0-20-0... . .................... ....... ............ .......... .-...... .... ».... _...... ".,................. ».... ........ ....._........ ........... 500 tot/ac
Searifled Sericea Umgwdstca...».......... _,....... ..»».........................."........... _.... _..I._ ... ....... ........ so tbo/ae
Ky-31 Fescue .........».....»...••.....,---._.....»........» ................. ... ....... .... --................ _......_.............._.,30 Ib*/oc
BMW"MlIfet................... _..»........... ............. ............... __........._..»_»...._...._.__ ..__ ...20 Iba/oc
*Straw
ALTO Parrimmill seeft - O.wAkode,....... _....» -........_................Apr11 1 Juy 15
Urnm........ ....................... ............... ............... ..................... ................... .... »................. ................. 2 ton*/ac
Ferhiizer (low norogon approved for Centipede).......»....(Appropriate fertilizer approved
CWM a Seed ....... _.......... _.... .. for centipede appNcallon)
*Straw mu" .... ».._»._...__..».... »... »..... _.-_........ .......... ............ .»....... ..__.."_.. » ...»....__. 2 tons/ae
Late spirkla perrTlwmt �De[�1Q----.. M.._.._....____..._..----•.»» ....March 15 - Tuna 30
unto..... .... ................. .. _.... •..•......... »..._»__.._ _...................... ». - _»» ..- - ».....__......2 tons/ac
ODD Ibs/ac
Seartffed Serlesa Laspedezo.............. .... .-....... ......................... ......... -...... ........ ......... ...... ... 40 Hulce
Common Bermuda Grass (hullod)......... ._.............. ...... ......... ......... ............... ................. a Ibs/ac
*straw M uloh............... .... ....... ........... ».... .............. .......»»»».........._.. _...... _.._.._..__.._-.............2 tans/ac
Misr Temporary CVlR7r........... _........ ...................._....» »».-.._..... .........June 3Q - August 3
Lima ._......... ........... ........ .... ....
...................
__......
............»_................................_............L............._....2 tons/ac
10-10-40 Ferttliter.._..__...... _......... .........._... ._...._.._..-._....__.._ __ ..........»..._..--_..__...700 lbt/ac
em"top mftw.... .,..._........... ...... _.._.... __.... _...._.... _.... __.... -.............. _... _.........._....... _..._.._..40 l4 /ac
.._.......-.._..... .......... ..... ... _..--...._.._ .. ..�...__.. .._»»..»_ ...� _.._ ..2 tone/ac
NOTI%
I. * Mulch will be doubled if crimping to the rnethod used.
Seeding Specifications
CITY OF JACKSONVILLE DETAIL # 350.01

Easement Staking Data
Pnt. Northing 8ee"r•9 Elev. Desc.
22 375310.64711 2468244.0730 15.35 PKS
24 374741.249D 2466044.1400 19.59 FRS
25 374762.6440 2466612.2500 17.51 PR8
26 374464.18780D 2466873.9040 15.20 NB
2737435.1380 294679B2.3420 5.94 N8
29 3753407245520 85 N
.92 NS
52 376
53 37S341.1360
2467889.772D 4.28 ISF
57 374365.1995 2466977.8527 -
{i1 tt emt el
58 174113:7237 2467251.252D —t c1
59374537084 2467372.6126 cm1
6037481.2899 2467530221 emt cl
0532.
61 375Be 8247702187 emt cl
62 375202.0753 2467693.0384 eemcl
63 375374.4307 2467667.6030 ewt cl
w.wy�w
[o- G
f W� 35
ci %
�i7 [aJ
..iw. {ry �xd7
rxs
�� •./;,
ACRES
4
(7
i Qa
...we Ar0 I.
1 iuxr
EXHIBIT MAP
DECATUR ROAD
SEWAGE PUMP STATION City of Jacksonville
JDdwmAle T.p_ onelow Co., North Carolina _
PARKER & ASSOCIATES, INC.
7wsAuv wAaee�AxW pma Ar461ecnlonac _ Con_ 1 of 1
eveawrOFWRECORD MOAMQNS ow Engineers Surveyors Planners
00LWM6l5gD`rn7XWi7N50RVMbA'rA JodumN06 North ktue St
P.O. Box t176 — 306 New g� Street — 28540 Draw prF
mASOMa oRwroznFUMSHM rm46�cxs, Phone (97N241- Firm u 4� Nrrarf umberFJ�od<e�onNle.cam KHw
r.tar BAS6eE7JTSOR4561pIC1I0M1 _ 8/20/2018 V-tar --Exhbld Aced 2799 » ti. C181004—

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-01845 County: Onslow U.S.G.S. Quad: NC- Jacksonville North
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant:
Chi of Jacksonville
Agent: Pittman Soil
Ronald Massey
Haywood Pittman
PO Box 128
PO Box 1387
Jacksonville, NC 28540
Richlands, NC 28574
Size (acres)
1
Nearest Town Jacksonville
Nearest Waterway
Little Creek
River Basin Onslow Bay
USGS HUC
03020302
Coordinates Latitude: 34.770848
Longitude:-77.442356
Location description: Project area is located southeast of Gardenview Drive and north of Decatur Road in Jacksonville New
Hanover County, North Carolina. Project area is a wetland located behind homes on Gardenview and Decatur Road and
adjacent to Little Creek, which runs through that area.
Indicate Which of the Following Appiv:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated 8/20/2019. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.

SAW-2019-01845
El The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
❑ The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/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 determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Rachel Capito at (910)-251-4487 or
Rachel.A.Ca pitordi u sa ce.a rmy. m il.
C. Basis For Determination: Basis For Determination: See the preliminary jurisdictional determination
form dated 12/20/2019.
D. Remarks: None.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
CAPITO.RACHEL.ANN.1 Digitally signed by
CAPITORACHELANN. 1536276790
Corps Regulatory Official: 536276790 Date: 2019.12.2012W 15-05'00'
Date of JD: 12/20/2019 Expiration Date of JD: Not applicable

Legend' NOTES:
C - Centerline 1. THIS MAP IS A REVISION TO THE PREVIOUS EXHIBIT MAP, 4
E - Easting cfh
APPROVED PRELIMINARY JURISDICTIONAL DETERMINATION
01, essmh -Existing Sanitary Sewer Manhole (PJD) BY THE UNITED STATES ARMY CORP5 OF ENGINEERS (USACE),
ex. - Existing I f
I DATED 12-20-19. ADDITIONAL WETLANDS WERE DELINEATED AND
inv. - Invert SURVEYED ON EAST SIDE OF CREEK BEHIND EXISTING DECATUR '
0 iPF Iron Pipe Found PUMP STATION. THE PROPOSED SEWER ROUTE WAS ALSO REVISED.
0 ISF - Iron Stake Found 2. WETLANDS DELINEATION WAS DONE BY PITTMAN SOIL CONSULTING,
M.B. - Map Book AND SURVEYED BY PARKER AND ASSOCIATES, INC., JUNE 2019 AND I \ y
N Northing MARCH -MAY 2020.
Pg. - Page 3. SEE THE DESIGN PLANS OF THE SEWER EXTENSION BY PARKER AND f \ \ r
0 PKS - PK Nail Set ASSOCIATES, INC. DATED 7-01-2020 FOR MORE INFORMATION.
R/W - Right-of-way 4. THIS MAP WAS PREPARED FROM AN ELECTRONIC OVERLAY OF THE I f 1
5S - Sanitary Sewer \ \ ! w
RECORDED MAPS AND QN5LQW COUNTY GIS PLATTING WITH SURVEYED
WL - Wetlands Flag DATA. ; --
- 5. NO RECORD SEARCH DONE BY OR FURNISHED TO SURVEYOR IN REGARD \ \ Garderrvsew 22' IPF l
- g Lot Number 11 Existing TO BONING, SETBACKS, EASEMENTS OR RESTRICTIONS. Estates
1 ~ 95 ; Supplement to — — — — —
j - Existing Ditch/Creek Line M.B. 49, Pg. 118
Subdivision Map No. of
1 - Wetlands Line / \ ` 4I essmh Narthwoods Park
Williams Farm 20 L.F. ` \ Wrx1 top 9.91 M.B. 9, Pg. 49
Section II-BTemporary
(Einv. 3.46 proposed IPF essmh
Tem Drat r
P 5 \\ wxz 14" Sewer to 15.53
M.B. 41, P 146 V Disturbed � p
/ r73 1 f g Stream WL F -- / � Cinv. 3,75
~ ` Impact :/� A'" s 11 F+ r� l
Williams Farm \ '6p \ \ 96 J �S //#53��y%YY'�_
Section 18 - \ iSF PKS #22
\ \ / /Fq8 top 957 ��+�LQ� 9 .f; ¢x. buiidi g essmh a
M.B. 29, Pg. 144 / 59 , ' \ \ 30' uti ity / top 9 52 N=375,310.65
r -- / easement per / / ,( FAQ/ Dr tam (-).]15 X � � �, inv. 2.99
�'YL "'/ E-2,468,244.07
L WFX5 Drop Inv. In 2,94
q o \ \ M.B. 41, Pg. 146 �7 ,J
F- co\ 64 J / / j \ I I \ / �ry `y2 C 0� 7 ex. ditch 4 �`
N o ( \ / \
/ \ 1 58 J /\ _ ��� Decatrlr Pump
Station To Be
Abandoned
Williams Farm
65 , \ \ \ 34 ; n
/ �\ Section I -A / ' - \ I5F Proposed i / 0.27 Acres ~
j M.B. 29, Pg. 72 \Disturbed MH (Typ.)Lc` ) Temporary \ 1 O
WL Ca 4
/ Wetlands \ -� 4 r� j �y
k w� icz Impact y ' A4
/ / Proposed \
Wi C1 29'Sewer
(Typ.) \ \ 33 , Q'
Ex�stin
30' utioity PKS #23
pe
12 J ~ / Easement r �2 p 1 \ 130 J $ 31 r \ N=374,976.27
\ / 67 J \ / h M.B. 31, Pg. 47 g / rA \
Su Norwoods Park
M.B.of \ / E=2,468,343.08
M.B. 9, Pg. 22 \ /
\ \ \ ( Williams Farm
f Section II �Ats� \
M.B. 31, Pg. 47"29
oyal BTU Road / 3: wL 81 ` V �¢� � --
/ \ PKS #25 %o' �� a� / / \ WL A29 // 0.23 Acres
N=374,762.64 -`
ISF ' \ E=2,466,612.25 p
PKS #24 ISF
N=374,741.25 O
E=2,466,$44.14
ISF � � � —T - \
1 \ Proposed 10' Tempo
/ 4 Construction Ease
Williams Farm
Section II J
M.B. 31, Pg, 47 ` r
8
f a
\ / WLA12Ik// yrB
Proposed /y
\ \ \ 1 20" Sewer Alf �r}
(TYP") /IWLA10 \
\ \ 30' Utility /
\ \ i=a5eMCment per � 4 � � •,.
\ \ M.B.31,pg. 47 l /
/ � f
/ \ \
WL A3
_ _
L-------------- `---"------" .. . x.-Z 1 /f
0 0.0`! Acres
essmh 11 �Temporary 1 5ubdi
top 6.40
wetlands / No
¢ inv. (-)7,23'ti Impact
WL 2ax \ emporary
\ / Wetlands \ !
// �" \ Impact - -.
/ `���
Vcry
men
yes
\V
Proposed 30' Utility
and Access Easement
\ 2\ \ /
4 ;
' 25 J
�Y
Court
0.23 Acres l
Temporary 1
Wetlands WETLANDS EXHIBIT MAP
Impact b
SEWER EXTENSIONS TO ABANDON Developer:
vision Map No. 9 of i DECATUR ROAD
rthwoods Park i City of Jacksonvilled°�
M.B" 9, Pg. 22 SEWAGE PUMP STATION r".ggr
Jacksonville It ., Onslow Co,, North Carolina st,�t No. � �o.
DADVCD IL ACCr1�1ATCC IAIe% �"1