20120803 Ver 2_401 Application_20121212

' MARzL NO & McGOUGAN, P.A.
147A Dublin Square Road Post Office Drawer 4428 Asheboro, North Carolina 27204 -4428
CONSULTING ENGINEERS HIRAM J. MARZIANO, P.E.
PHONE: [phone] JOSEPH W. McGOUGAN, P.E.
FAX: [phone] J. CHARLES McGOUGAN, P.E.
JAMES F. BIVINS, P.E.
October 2, 2012
NCDWQ
401 /Wetlands Unit,
1650 Mail Service Center �=�✓
Raleigh, NC 27699 -1650
5
Re: Harnett County Department of Public Utilities
Cameron Hill Transmission Main
DWQ Project # 12 -0803 v 2,
Amended Pre - Construction Notification Application Form
M &M Project No. 28006
Dear Sir or Madam:
Q�c�c�fle�p
OCT - 8 2012
On behalf of the Harnett County Department of Public Utilities please consider this package of
information a request to amend the Pre - Construction Notification Application (PCN) Form for
the referenced project. The approval of the 401 Water Quality Certification with Additional
Comments for the referenced project was received by letter dated September 14, 2012.
The linear water main transmission project spans Harnett County property, State of North
Carolina property, Fort Bragg and NCDOT Right -of -Way. The original PCN Application covered
the portion of the project outside of Fort Bragg as described in the cover letter for that
package. A separate PCN Application was being prepared for execution and submission on
behalf of Fort Bragg. However, before that package could be submitted we received comments
from Crystal Amschler for the original package. One of the comments gave instructions to
formulate one (1) PCN Application for the entire project inclusive of the Fort Bragg portion.
The original PCN Application Form included two (2) temporary wetland impact areas totaling
0.0564 acres. The amended PCN Application Form includes an additional seven (7) temporary
impact areas totaling 0.1198 acres for a grand total of 0.1762 acres.
Thus, enclosed please find five (5) copies of an amended PCN Application package in support of
the referenced Harnett County Department of Public Utilities water transmission main
extension project. The project consists of approximately 6.03 miles of 20" ductile iron pipe
installation which will provide a new water supply for the Southwest Water and Sewer District
in Harnett County. Wetland Solutions, LLC performed the wetlands delineations and mapping
for the project.

DWO, 401 /Wetlands Unit
Page 2
August 22, 2012
The proposed 20" water transmission main extends from the Harnett County South Regional
Booster Pump Station in south central Harnett County to the dead end of an existing 16" water
main on Hwy. 87 near Spout Springs. The project route crosses Harnett County property, State
of North Carolina property, Fort Bragg, and NCDOT Right -of -Way.
On behalf of Harnett County we request an amended written approval for the Section 401
certification as the cumulative temporary impacts resulting from utility line installation are
beyond 0.10 acres.
The package includes the following:
1. Five (5) copies of selected sheets from the project drawings including the Cover Sheet,
project layout sheet, various plan and profile sheets for pipe installation (where
wetland areas are encountered) and detail sheets for directional bore installation,
erosion control, and a typical wetland crossing. The layout sheet (Sheet 2) includes text
indicating the location of the wetland locations along the project route. There are 13
sheets total, all of which are 11' x 17 ". The plan and profile sheets are plotted to a true
half - scale.
2. Five (5) copies of supporting maps with wetland locations indicated including the
following:
• Aerial map with 2' contours.
• Infrared aerial map with 2' contours.
• Soils Map.
• USGS Topographic Vicinity Map.
3. Five (5) copies of the executed PCN Application Form.
4. Five (5) copies of the Agent Authorization Forms for Wetland Solutions, LLC.
5. One (1) copy of the cover letter to the US Army COE Wilmington Field Office.
6. A check for $240 to cover the processing fee. Harnett Co. is listed on the check as the
applicant and the check is stapled to this cover letter.
On behalf of the Harnett County Department of Public Utilities we appreciate your assistance
with review of this package. We are available at your convenience to answer questions or
provide additional information as needed.
Sincerely,
Maarzia^^no.. and McGougan, P.A.
Charlie McGougan, P.E.
Cc: HCDPU
ACOE, Wilmington Field Office
Fort Bragg
Wetland Solutions

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre- Construction Notification C Form
A. Applicant Information'
dot
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑ Section 10' Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification - Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification - Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
®Yes
❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Cameron Hills 20" Transmission Main
2b. County:
Harnett/Cumberland
2c. Nearest municipality / town:
Spring Lake /Anderson Creek/Ft Bragg p
2d. Subdivision name:
N.A.
2e. NCDOT only, T.I.P. or state
project no:
N.A. OCT -
3. Owner Information NR - A
3a. Name(s) on Recorded Deed: -_
�
'MenTeh
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
Harnett County Department of Public Utilities
3d. Street address:
700 McKinney Parkway (Physical), PO Box 1119 (Mailing)
3e. City, state, zip:
Lillington, NC 27546
3f. Telephone no.:
(910)893 -7575
3g. Fax no.:
(910)893 -6643
3h. Email address:
sward @harnett.org
Page 1 of 11
PCN Form -Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Samuel A. Carter
5b. Business name
(if applicable):
Wetland Solutions, LLC
5c. Street address:
Post Office Box 244
5d. City, state, zip:
Bunnlevel, NC 28323
5e. Telephone no.:
(910)890 -2779
5f. Fax no.:
na
5g. Email address:
wetlandsolutionsnc @yahoo.com
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): Harnett Co.
Harnett Co: PIN 0503 -97 -5712
State of NC: PIN 0503 -74 -8137
1 b. Site coordinates (in decimal degrees): (See Attachment)
Latitude: 35.215504 Longitude: 78.979419
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
Approximately 31,850 linear feet (6.03 miles) of
proposed 20" water main located on Harnett County
property (0.10 miles),State property (1.31 miles), Fort
Bragg (3.35 miles) and NCDOT Right -of -Way (1.27
miles). See overall project description in Section 3e.
Total disturbed area on Harnett Co. State property,
and NCDOT Right -of -Way = 14.63 acres.
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
Jumping Run Creek (Stream Index No. 18- 23 -29)
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Upper Cape Fear, HUC #03030004
Page 2 of 11
PCN Form -Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
This linear water transmission main project follows electrical utility transmission and highway Right -of -Way across
NCDENR and Fort Bragg property as well as stand -alone highway Right -of -Way. The NC Land Use Categories are
1.06.02.01 "Electrical Generation and Transmission" and 1.05.02.01 "Limited or Non - Limited Roads and Highways ".
Land is predominantly undeveloped with some commercial development along the highway Right -of -Way.
3b. List the total estimated acreage of all existing wetlands on the property:
Linear utility project with approximately less than one acre of adjacent wetlands in the vicinity of the wetland impact
areas. Delineations were completed only in the immediate vicinity of the proposed water main corridor.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: None
3d. Explain the purpose of the proposed project:
The project will provide a required water supply transmission main from the Harnett County Dept. of Public Utilities
South Regional Pumping Station to the Harnett County Southwest Water and Sewer District.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will construct a 20" water transmission main from the HCDPU South Regional Pumping Station to the
dead end of an existing 16" water main along Hwy. 87 near Spout Springs in southwest Harnett County. The total
length of constructed water main will be 6.03 miles. It is anticipated that excavation and backfilling for pipe
installation will be accomplished using a track - mounted hydraulic excavator and smaller supporting equipment.
The project begins at the South Regional Pumping Station. From this point the project route proceeds southward
cross country across Harnett County and Carver's Creek State Park property for approximately 0.76 miles along an
abandoned electrical distribution line Right -of -Way. The abandon Right -of -Way dead ends into a South River EMC
electrical transmission main Right -of -Way. At this point the water main route turns west and follows just inside the
southern boundary South River EMC Right of Way for 1.33 miles to an intersection with a Progress Energy electrical
transmission main Right -of -Way. This leg of the project includes a crossing of Long Valley Mill Pond (impoundment
along Jumping Run Creek) which will be accomplished by Horizontal Directional Drilling methods. The proposed
water transmission main leaves Carver's Creek State Park and enters Fort Bragg just west of Long Valley Mill Pond
(the total length of proposed water main on Carver's Creek State Park is approximately 1.31 miles).
The proposed water main crosses the Progress Energy Right -of -Way and follows a gravel access road for 0.22 miles
to the Right -of -Way of NC Hwy. 87. At this point the routing for the water main turns northwest and runs along the
Right -of -Way of NC Hwy. 87 for 3.29 miles to the entrance to Lexington Plantation subdivision. The proposed water
main leaves Fort Bragg approximately 0.90 miles northwest of the intersection of Hwy. 87 and Nursery Road (the
total amount of water main on Fort Bragg property is approximately 3.35 miles). The water main extends across
Hwy. 87 at Lexington Plantation and proceeds westward approximately 0.43 miles to a connection with the dead end
of an existing 16" water main.
The following is a summary of the line lengths across the various property owners:
1. Harnett County: 0.10 miles (South Regional BPS Tract)
2. NCDENR: 1.31 miles (State Park Property including SREMC Right -of -Way)
3. Fort Bragg: 3.35 miles ( SREMC Right -of -Way, Progress Energy Right -of -Way, and DOT Right -of -Way)
4. DOT ROW: 1.27 miles
TOTAL: 6.03 miles
A combination of encroachment and permanent easement will be obtained from the power utilities, NCDENR, Fort
Bragg, and NCDOT for the project. A small amount of clearing and grubbing will be required along the electrical
transmission main Rights -of -Way and along Hwy. 87 behind various sections of guard rail. No rock excavation is
anticipated.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes ® No❑ Unknown
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
® Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Adam Carter
Agency /Consultant Company: Wetland Solutions, LLC
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID 20091216
6.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes No ® ❑Unknown
5b. If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
C. Proposed Impacts Inventory
Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
PCN Form —Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
1A ❑ P ®T
Excavation /Fill
Seep
® Yes
❑ No
® Corps
® DWQ
1,252
1 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
1,203
4 ❑ P ®T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
341
5 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
274
6 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
398
7 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
1,056
8 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
1,466
9 ❑ P ® T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
580
11 ❑ P ®T
Excavation /Fill
Seep
❑ Yes
® No
® Corps
® DWQ
1,104
2g. Total wetland impacts
7,674 sf
(0.1762 acres)
2h.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
Permanent (P) or
(PER) or
intermittent
(Corps - 404, 10
DWQ — non -404,
stream
width
length
(linear
Temporary (T)
(INT)'?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P [IT
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Pond ID
Proposed use or purpose
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
number
of pond
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E Total
0
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require. mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number—
Permanent (P) or
Reason
for
Stream name
Buffer
mitigation
Zone 1 impact
(square feet)
Zone 2 impact
(square feet)
Temporary T
impact
required?
B1 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
0
6i. Comments:
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project was designed to avoid jurisdictional waters to the extent that is practical. The project follows cleared utility and
DOT right -of -way primarily and minimum clearances from existing structures and roadways are set by these agencies, thereby
limiting the available corridor for construction. It is not cost effective to bore under each wetland occurrence; however those
wetland areas where it is a practical method of construction are directionally bored. In areas where open cut trenching of the
water main is required, the wetlands will be temporarily impacted and restored to original contours.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All BMPs will be utilized and adhered to throughout the project , to include proper construction sequences. BMPs will include
silt fences, erosion control matting, seeding and mulching, check dams, and other methods approved by the NC Departemnt
of Environment and Natural Resources. Erosion control measures to be used are detailed on the enclosed plans.
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?
® Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
®Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: NC Ecosystem Enhancement Program
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
I. 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?
❑ Yes ® No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: temporary erosion control permit for linear utility project
El Yes No
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<1 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Linear utility, no permanent stormwater
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally - implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
Fi--i Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
® Yes ❑ No
use of public (federal /state) land?
1 b. 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
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Waterline is in support of existing infrastructure serving Harnett County's Southwest Water & Sewer District.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
No wastewater will be generated as a result of this project.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
® Yes El No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
® Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Fort Bragg Natural & Cultural Resources, NC Division of Parks and Recreation
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Habitat and Ecosystem IMS available at: htt : / /ocean.floddamarine.or /efh coralrms /viewer.htm
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did'you use to determine whether your site would impact historic or archeological resources?
Fort Bragg Natural & Cultural Resources, NC Division of Parks and Recreation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: no above -grade structures
8c. What source(s) did you use to make the floodplain determination?
http://www.nedot.org/it/Ris/DataDis 'bufion/FEMAFloodData/default.htrnI
S;1e_ vex LAIge l
/
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
Is provided.)_-
Page 11 of 11
PCN Form —Version 1.3 December 10, 2008 Version

Owner Information
Name:
Mailing Address:
City, State, Zip:
Project Contact:
Telephone #:
Fax #:
8 -10 -2012
Fort Bragg Military Base (United States Government)
DPW - Environmental Management Branch
Fort Bragg, NC 28310 -5000
Erich L. Hoffinan, Senior Wildlife Biologist
(910) 432 -4505
(910) 396 -5830
Property Description
Project Name: Cameron Hills 20" Transmission Main
Address: N/A
Harnett County PIN #: 0503 -36- 1146.000
County: Harnett
I, `rr o \r- (r. B as owner /agent of the above referenced
property, authorize he U9 Army Corps of Engineers and the NC Division of Water Quality to
enter the subject property for the purpose of a jurisdictional determination.
I also authorize Mr. Adam Carter of Wetland Solutions, LLC to act in my behalf as my
agent in processing applications for wetland certification and /or permits.
Title
i -Z 7 -a)/ z
Date

Owner Information
Name:
Mailing Address:
City, State, Zip:
Project Contact:
Telephone #:
Fax #:
Property Descrintion
8 -10 -2012
Harnett County
700 McKinney Parkway
P.O. Box 1 119
Lillington, NC 27546
Steve Ward, Director, HCDPU
(910) 893 -7575
(910) 893 -6643
Project Name:
Address:
Harnett County PIN #:
County:
Cameron Hills 20" Transmission Main
N/A
0503 -74- 8137.000
Harnett
I, Steve Ward, as owner /agent of the above referenced property, authorize the US Army
Corps of Engineers and the NC Division of Water Quality to enter the subject property for the
purpose of a jurisdictional determination.
I also authorize Mr. Adam Carter of Wetland Solutions, LLC to act in my behalf as my
agent in processing applications for wetland certification and/or permits.
Signature
Title
1- / y -/)--
Date

Harnett County Public Utilities
Cameron Hills Water Main Project - August 2012
NRCS Soils & Wetland Impacts along NC 24/87 ROW
500 1,000 3,000 4,000 5,000
Feetl BnB
Gab
BnB
a B
C Hwy 24/87].
r"
UT jumping Run Creek
ap
Wetland Impact #11
1,104 sqft f f
Proposed 20" Water Main
BBCC Line
GaD
CaB WfB
On
Bb
GaB
W
Approx. 2 Miles South to
=Wetlands with Impacts Wetland Impacts #1 - #9
Proposed 20" Water Main r
EZJD Wetlands
0 County Boundary f I
B nB
Fort Bragg Property

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SCHEDULE OF CONSTRUCTION FOR WETLAND CROSSING & RESTORATION
rfINTRArr 3= RESPEINST1111 STY
L CONTRACTOR TO HAVE CENTERLINE OF PIPE SURVEYED & STAKED, AND ESTABLISH
EXISTING GRADE ELEVATIONS 8 25' ON CENTER SURVEYOR TO ESTABLISH A SEPARATE
BENCHMARK AT EACH WETLAND CROSSING THAT WILL BE USED TO REESTABLISH THE
ORIGINAL GRADE THRDUGH THE WENANDS
TIE 2N5'VLEIE CLEARING LIMITS PRIOR ID ANY YCCONSTRU CONSTRUCTION ACTIVITY THE EDGE WITHIN THE
WETLANDS
3. CONTRACTOR TO CLEAR WETLANDS WITHIN FENCED AREA. CLEARING DEBRIS TO BE
REMOVED FROM VETLAND FDR ➢ISPDSAL NO STUMPS OR RDOT BALLS ARE TO BE
REMOVED, EXCEPT AS REDUIf0 =0 TO LAY PIPELINE
4. TOP SOD_ OVER PIPELINE TRENCH IS TO BE REMOVED AND STORED ON SITE
S. INSTALL PIPELINE AND BACKFD_L REMOVE ANY EXCESS MATERIAL FRON WETLANDS
6. REPLACE TOP SOH. PREVIOUSLY REMOVE&
7. RETURN WETLAND TO ORIGINAL GRADE BY USING SURVEYED ELEVATIONS RECORDED
IN REM 1 ABOVE
8. RESEED WETLANDS WITH A WETLAND SEED MIX, AND 04STALL WE7LAND SIGNS AT
EACH SIDE OF WETLAN13S AS SHOWN ON PLANS.
13WNEWS RrSppNSIqI, STY
L MAINTAIN BY HDWING ONLY A 12' WIDE CORRIDOR OVER THE PIPELINE
2. MOW ONLY DURING THE FALL OR AT THE DRY TIME of THE YEAR
3. HOWT1BR RE- GROWTH AFTER ONE YEAR AND REPORT TO US ARMY CORPS OF ENG➢IEERS
ON STATUS
4. AS FDLLOW UP, REPORT AFTER 4 YEARS IF NECESSARY ON RE- GROWTH IN DISTURBED
AREAS. IF RE- GROWTH VITH NATIVE VEGETATION HAS NOT OCCURRED THEN REPLANTING
W/ NATIVE TREES WILL BE PERFORHEIL
20 PERMANENT '
EASEMENT
_ 1
— � 1
CLEARING LIMITS & LIMITS OF
CONSTRUCTION IN WETLANDS
SILT
FENCE
(TYP)
CL PIPE
i
PRE– CO N
ST'
/ i
ELEV, SURVEY in
PTS. CTYP,) /
— / NOT REMOVE STUMPS
FROM +
— — — FROM THIS AREA
\ UNDISTURBED WETLANDS
WITHIN CONST. EASEMENT I
TEMPORARY
CO NSTRUCTION EXISTING WETLANDS
CONSTRUCTION
EASEMENT
TYPICAL WETLAND CROSSING
NO SCALE
4' SCH 40 GALV STEEL PIPE
POST.
POST TO BE SET W/ 36' OF
BURY.
BOTTOM OF SIGN TO BE 36'
ABOVE GRADE.
EXTERIOR METAL SIGN
NO SCALE
REVISIONS
1/4'0 SS
SELF — THREADING
SCREW, TYP, OF 2
4' GALV PLUG
swig:
swig: AS SHOYN
1/8' LINE WIDTH
SILT
PROTECTECI
FENCE Rl'
HILLS WATERLINE
Doh: MAY 2011
WETLANDS BEYOND
V CLEAR ALL
THIS POINT. -
AROUND
MAXIMUM MOWED `I
WIDTH TO BE 12 FT. `V
Chkked: JCM
MOW ONLY DURING
1 1 /z•
DRY TIME OF YEAR.
2'
o
1 /8' WIDE
1 _� 1 • BLOCK BORDER
4' SCH 40 GALV STEEL PIPE
POST.
POST TO BE SET W/ 36' OF
BURY.
BOTTOM OF SIGN TO BE 36'
ABOVE GRADE.
EXTERIOR METAL SIGN
NO SCALE
REVISIONS
EY GATE p�gpiq;i M, coo',,,
FBSa MARZIANO & MCGOUGAN, P.A.
20" CAMERON
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Shwa Noa
' CONSULTING ENGINEERS
olswx
s �+' P.O. Box 4428
WETLAND CROSSING
HILLS WATERLINE
Doh: MAY 2011
286
Drawn: ,a,
T Nebo a Asheboro, Noah CmUm 27104
pLaB •`` Phone: [phone] a F=336.6293932
DETAILS
Chkked: JCM
Xo
NC Ucense No. C-644
Harnett County, North Carolina
Job Nos 28006
Dr; 28 Votston:!

5(ON A -AA
FILTER FABRIC
CRIP -RAP FLUSH WITH
END OF STORM PIPE OR
FLARED END SECTION
A
MAINTENANCE PLAN
THE STRUCTURE SHALL BE MAINTAINED AND IS TO BE INSPECTED AFTER HEAVY RAINS TO SEEIFANYERCSION
AROUND OR BELOW THE RIP RAP HAS TAKEN PUCE OR IFSTOM23 HAVE BEEN DISLODGED. IMMEDIATELY MAKE
ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE
IROV
DDIENSIWS
STONE WEIGHT RANGES (Ibs)
"a
ra job ru , ra f ry En (v d5P m>l
A21! - K/K 7ST RANGE'
SHOULD THE FABRIC OF A S EDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
75
4
6
13
A D
10
B
?5 - 150
W- 100
• High Quality
1B
As
a
u
None
8
as -150
sD -mD
RII' -RAP APRON NOTE.- d50 - IJEXW STONE MAMEM
OUTLET PROTECTION
NO SCALE
Note When FWshed WJh hdet PmteeOmq
Rem¢ve So from Behind Stone Rip Rap
may then be Used as Rip Rap Infet to CuWrt
Spread oreny at Approach to Chanml
7em ovary Setlimenl Place Stone /Yount
P CuNeR Inl¢I S Tb
Pooi b Ditch Lhm hd¢ Both Banka
L Use 12' NCDOT Flitaf
Strom on RIP Rap Faea
SECTION - DETAIL
MAINTENANCE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLYANDAFTER EACH SIGNIFICANT 012
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY REMOVE SEDIMENTAND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIEMNT HAS
ACCUMULATED TO ONE -HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIEMNTTHAT IS
REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING
CHECKTHE STRUCTURE FOR DAMAGE ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE
MUST BE REPLACED IMMEDIATELY
AFTER ALL THE SEDIMENT- PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER,
CULVERT INLET PROTECTION
NO SCALE
MAINTENANCE
INSPECT IN AT LEAST WEEKLYANDAFTER EACH SIGNIFICANT RAINFALL (INCH OR GREATER).
CLEAR THE MESH WIRE OFANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
STANDARD CATCH BASIN/
YARD INLET PROTECTION
NO SCALE
FIBER ROLL CHECK DAMS SHALL BE USED WHENEVER ROAD DITCH SLOPE IS 3% OR GREATER.
SEE DETAIL FOR SPACING. REMOVE CHECK DAMS AFTER GRASS IS ESTABLISHED.
t' 1.
` v IBER ROLLS
"INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR
L
44 i
/ TRANSITION TOASTEEPER SLOPE
\ /FIBER ROLL
4'MAX. B'DIA. MIN.
INSTALL FIBER ROLL ON SLOPE NEAR
12.1 MIAX
314'x 3/4' WOOD BTAKE
4B' MAX. SPACING
FIBER ROLL CHECK DAM
MAINTENANCE- .SCALE: NTS
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLYAND AFTER
EACH SIGNIFICANT RAINFALL (i INCH OR GREATER)AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS OROTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM.
CORRECT ALL DAMAGE IMMEDIATELY IFSIGNIFIGANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS
INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO
DRAIN THROUGH THE DAM AND PREVENT LARGE FLOWS FORM CARRYING
SEDIMENT OVERTHEDAM REPAIR AS NEEDED TO MAINTAIN DESIGN HEIGHT.
MAINTENANCE-
STEEL'rPOSTOR
4' DIA. CREOSOTED
INSPECT SEDIMENT FENCES AT LEAST WEEKLYAND AFTER EACH
POST 6 W-Cr O.(�_
SIGNIFICANT RAINFALL (I INCH OR GREATER) AND REPAIR IMMEDIATELY.
Frame Exceptions
SHOULD THE FABRIC OF A S EDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
FILTER
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
FABRIC
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE
CARETO AVOID UNDERMINING THE FENCE DURING CLEANOUT
Shoot No :
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOS ITS AND
• High Quality
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
BACK FILL MIN B'
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
THICK WITH LAYER
None
OFG VEL
Dmwni TLM
1"MIN.
W MIN.
NOTE.
FENCE TO BE PLACED AT THE
EXTREME LIMIT OF THE AREA
TO BE CLEARED
'V'TRENCH
TEMPORARY SILT FENCE
NO Stu
MAINTENANCE.
DURING TH ESTABLISHMENT PERIOD, CHECK MATTING AFTER EVERY RAINFALL AFTER GRASS IS
ESTABLISHED, PERIODICALLY CHECK THE CHANNEL AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY
REPAIRIREPLACE MATTING AS NECESSARY.
INSTALLSTAPLES EVERY FOUR FEETINFLOWLINE,
ALTERNATING EVERYTWO FEET ON EITHER SIDE
INSTALL STAPLES EVERY FOUR FEETALONG TOP
EDGES
STAPLE
(TYP)
..� >-
18' OVERLAP (TYP)
JOIN STRIPS BY ANCHORING
AND OVERLAPPING AS SHOWN
ANCHOR MATTING IN
S' TRENCH gyp)
EXCELSIOR MATTING
SOIL EROSION CONTROL NOTES
1. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED ONCE
EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF
GRATER THAN 0.5 INCHES OF PRECIPITATION DURING A 24 -HOUR
PERIOD. ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED
UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARY OR PERMANENTLY CEASED, BUT IN NO
CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN
THAT PORTION OF THE SITE TEMPORARY OR PERMANENTLY CEASED,
UNLESS ACTIVITY IN THE PORTION OF THE SITE WILL RESUME WITHIN
21 DAYS.
3. PROVIDE SILT FENCE AND /OR OTHER DEVICES AS MAY BE REQUIRED
TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL
DISTURBED AREAS SHALL BE CLEANED, GRADED AND STABIUZED
WITH GRASSING IMMEDIATELY AFTER THE CONSTRUCTION ACTIVITY.
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED
DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE
BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR
OFF SITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES
SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED.
5. TEMPORARY DIVERSION BERMS AND /OR DITCHES WILL BE PROVIDED
AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM
UPSLOPE RUNOFF AND /OR TO DIVERT SEDIMENT LADEN WATER M
APPROPRIATE TRAPS OR STABLE OUTLETS.
6. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET
SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN
ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY M INSTALL
TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY
BERMS MAY BE NEEDED UNTIL SLOPE IS BROUGHT TO GRADE
7. COMPLY WITH ALL REQUIREMENTS OF SPECIFICATIONS.
1) Ground Stabilization"
Site Area
Stabilization
Stabilization Time
Description
TtmeFrame
Frame Exceptions
• Perimeter dikes,
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'�
swales, ditches
7 days
None
and slopes
Shoot No :
polo: MAY 2011
• High Quality
CONSULTING ENGINEERS
Water (HQW)
7 days
None
Zones
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P.O. HDX 4426 a Asheboro. North Carolina 27204
Phone. [phone] F=336.6293932
Ifslopes are 10' or
• Slopes steeper
7 days
y
less in length and are
than 3:1
aQP,d
a
not steeper than 2:1,
a
NC Ijeense No. C -644
DETAILS
14 days are allowed.
• Slopes 3:1 or
Job Noa 28006
7 -days for slopes
flatter
14 days
greater than 50 feet
pf; 28 yomlona 1
in length
• All other areas
None
with slopes flatter
14 days
(except for
perimeters and
than 4:1
H W Zones)
"Extensions of time may be approved by the permitting authority
based on weather or other site - specific conditions that make compliance
impixeticable." (Section II.B(2)(b))
STABILIZATION REQUIREMENTS
EROSION CONTROL
SEQUENCE OF CONSTRUCTION
1. CLEARING AND GRUBBING THOSE AREAS NECESSARY FOR
INSTALLATION OF PERIMETER CONTROLS.
2. INSTALLATION OF SEDIMENT BASINS AND TRAPS.
3. CONSTRUCTION OF PERIMETER CONTROLS.
4. REMAINING CLEARING AND GRUBBING.
5. ROAD GRADING.
6. GRADING FOR THE REMAINDER OF THE SITE.
7. CONSTRUCTION. PROTECT STORM DRAINS UNTIL AFTER
COMPLETION OF CONSTRUCTION.
8. FINAL GRADING, LANDSCAPING AND STABILIZATION.
9. REMOVABLE OF SEDIMENT MEASURES.
SEEDBED PREPARATION
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO 6" DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPER PHOSPHATE
UNIFORMLY AND MIX WITH SOIL
5. CONTINUE TILLAGE UNTIL A WELL- PULVERSIZED, FIRM REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEED WITHIN THE PLANTING SEASON. IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. FERTILIZER SHALL BE APPLIED AT THE RATE OF 1000 POUNDS PER
ACRE.
10. LIME SHALL BE APPLIED AT THE RATE OF 3000 POUNDS PER ACRE.
11. PERMANENT VEGETATION:
A. SUMMER (MARCH 1 - AUGUST 14)
COMMON BERMUDA 25 Ibs. /ACRE
(HULLED)
GERMAN MILLET 10 Ibs. /ACRE
B. WINTER (AUGUST 15 - FEBRUARY 28)
ANNUAL RYE 40 Ibs. /ACRE
COMMON BERMUDA 30 Ibs./ACRE
(UNHULLED)
12. RYE GRAIN AND MILLET SHALL BE ADDED IN ORDER TO ESTABLISH
QUICK GROUND COVER FOR EROSION CONTROL PURPOSES.
13. TEMPORARY VEGETATION:
A. (APRIL 1 - AUGUST 15)
ANNUAL SUDAN GRASS 40 Ibs. /ACRE
(SWEET OF BROWN TOP TIFF) LET 50 Ibs. /ACRE
B. (AUGUST 15 - MARCH 1)
RYE GRAIN 55 Ibs. /ACRE
14. OAT GRAIN IS TO BE ADDED IF SEEDING DATE IS BETWEEN MARCH
1 AND APRIL 16, AT THE RATE OF 10 POUNDS PER ACRE.
15. OTHER PLANTINGS OR SEEDING AS CONTAINED IN THE CRITICAL
AREA STABIUZA11ON SECTION OF SCS HANDBOOK "EROSION AND
SEDIMENT CONTROL IN DEVELOPING AREAS" MAY BE USED
PROVIDED THE WORK COMPLIES WITH ALL APPLICABLE
SPECIFICATIONS CONTAINED IN SCS HANDBOOK.
1A T:r1NClHT (`.T1AIC;CDVAT/1a1 fa,cm�nrnn n
REVISIONS
FERTILIZATION AFTER PERMANENT
COVER IS ESTABLISHED.
er �� nESCaPraN sri RaCAl'
'�
MARZIANO &i McGouGAN, P.A.
EROSION
20" CAMERON
Sealez AS SHOWN
Shoot No :
polo: MAY 2011
�' 41y 12 AM STABLIIATION RECwealENts TABLE =
- D�swz
CONSULTING ENGINEERS
CONTROL
HILLS WATERLINE
2 $
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P.O. HDX 4426 a Asheboro. North Carolina 27204
Phone. [phone] F=336.6293932
ChodLOd: e1CM
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a
a
NC Ijeense No. C -644
DETAILS
Harnett County, North Carolina
Job Noa 28006
pf; 28 yomlona 1

DISTANCE TO BE
APPROVED BY THE ENGINEER
PRIOR TO START OF WORK
DIR. BORE
MACHINE
BORE MACHINE
AND RODS
SELF - RESTRAINED PEIMJ ADAPTERS, NSF
APPROVED FOR POTABLE WATER WITH
SST SLEEVE INSERTS AS MANUR BY JCM
OR APPROVED EQUAL ADAPTER BY
CENTRAL, CRISCO, PIPE OR APPROVED
EQUAL ADAPTERS TO BE SDR 11 (TYP
BOTH ENDS). SEE "PFJMJ TRANSITION-
DETAIL
SEE NOTE 3
P E. PIPE TO BE INSTALLED WITH
A MIN. OF 10' HORIZONTAL RUN.
INSPECTION HOLE ONLY ALLOWED
THIS LOCATION.
EX. CREEK PROFILE IiumAx
SPACING
FOR DEPTH
MEASUREMENT
CABLES, WATER/
SEWER LINES CTYP)
TYPICAL DIRECTIONAL BORE
(AW WA C906, SDR 11 MIN OR
APPROVED EQUAL)
NOTE 1
NOTE 1
TYPICAL DIRECTIONAL BORE
FOR POLYETHYLENE (PE) PIPE
NO SCALE
EX. GRADE
3' (TYP..
O
TIE -IN LOCATION (TYP) TEMP
TAPPED MJ CAP (TYP ALL
ENDS) SEE "PEIMJ TRANSITION"
DETAIL
HDPE/PVC TRANSITION ASSEMBLY
NO SCALE
A) HDPE REDUCER
B) HDPEIMJ TRANSITION FITTING
C) HOPE FUSED JOINT
D) SPLIT MJ GLAND
E) SUP-JOINT GASKET
F) SST SLEEVE INSERT
G) TIE RODS
H) BELL RESTRAINT RING
NOTES:
1) A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH
DIRECTIONAL BORE SECTION BY THE DIRECTIONAL BORE CONTRACTOR
2) ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATION
STANDARDS UPON COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE
WATERMAIN ON -LINE.
3) LENGTH OF CROSSING, LOCATION OF INSPECTION /OBSERVATION EXCAVATION,
NUMBER OF P E PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE
LOCATION, AND TIE -IN POINTS ARE TO BE APPROVED BY THE ENGINEER PRIOR TO
ANY START OF WORK
4) THIS DETAIL IS ALSO APPLICABLE TO STREAMS, WETLANDS, LARGE STORM
DRAINS, AND SIMILAR APPLICATIONS FOR DIRECTIONAL BORE WITH POLYETHYLENE
PIPE.
5) THE BORE DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT ATA
MINIMUM DIAMETER FOR THE PIPE INSTALLATION. THE LEAD IN END SHALL BE PULLED
THROUGH WITHOUT THE M.J. FLANGE ATTACHED FOR LARGER THAN 6" PIPE
INSTALLATIONS. THE M.J. FLANGE FOR SAID LEAD IN END SHALL BE INSTALLED AFTER
THE PIPE INSTALLATION WITH THE USE OF A SPLIT M.J. FLANGE PER THE DETAIL ON
THIS DRAWING.
REVISIONS
BY DATE DESCRIPTION SYM ,. °.$CARC,,,,
'•.
�1E58b, "_
MARZIANO & McGouGAN, P.A.
20" CAMERON
Scale: AS SHOWN
Sheet No.:
a1NEF.`
CONSULTING ENGINEERS
P O. Box 4428 a Ashaom,NoahCarolina 27204
DIRECTIONAL BORING
HILLS WATERLINE
Date: MAY 2011
28A
Drawn: TLM
Phone
DETAILS
Checked: JCM
i83 �a ,,•
336.6293931 a Fax [phone]
NC License No. C -644
Harnett County, North Carolina
Job No.: 28006
Of: 28 Version: L