20120892 Ver 1_401 Application_20120912

201 2089 2
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: NC Division of Water Quality
WebSCaPe Unit
Attn: Karen Higgins
512 N. Salisbury Street (9th floor)
Raleigh, NC 27603
From: Deborah Edwards
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Forest Ridge Commercial -Lot C5 & Access Road
Harnett County, NC
September 27, 2012
S &EC Project #11774.P1
On behalf of the applicant, Forest Ridge Subdivision, Inc. (Attn: Kenneth W. Smith), please find
attached a complete application and supplemental information requesting written concurrence
from the NC Division of Water Quality that the activities proposed below may proceed under the
Isolated and other non -404 jurisdictional wetlands and waters Permit ( IWGP 100000). Please
contact me at (919) 846 -5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Forest Ridge Commercial -Lot C5 & Access Road
Project Type
Commercial Lot
Owner / Applicant
Forest Ridge Subdivision, Inc
County
Harnett
Nearest Town
Spring Lake
Waterbody Name
Muddy Creek Overhills Lake
Basin / Sub -basin
Cape Fear/18 -23 -26
Class
C
IMPACT SUMMARY
Stream Impact (acres):
0
Wetland Impact (acres):
0
Isolated Wetland Impact (acres):
0.09
Total Impact to Waters of the U S. (acres)
0
Total Stream Impact (linear feet):
0
Total Riparian Buffer Impact (square feet):
0
Attachments:
Pre - construction Notification Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Sod Survey Map
Justification Letter
Overall Site Plan & Impact Map
Stormwater Narrative (2 copies)
Stormwater Permit Application I
Forest Ridge Access Road Site
(2 copies)
Data CD
DWQ Application Fee ($240)
copies)
SEP 2 7 2012

\O�0F W ALIZ,?
o -c
20120892
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
E] Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: N/A or General Permit (GP) number: N/A
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. 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
1e. Is this notification solely for the record
because written approval is not required?
Notirication not required to Corps,
isolated wetland impacts only.
For the record only for DWQ 401
Certification:
El Yes ®No
For the record only for Corps Permit:
El Yes E] 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)?
I ❑ Yes
® No
2. Project Information
2a. Name of project:
Forest Ridge Commercial -Lot C5 & Access Road
2b. County:
Harnett
2c. Nearest municipality / town:
Spring Lake
2d. Subdivision name:
Forest Ridge
2e. NCDOT only, T.I.P or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Forest Ridge Subdivision, Inc.
3b. Deed Book and Page No.
DB: 967, DP: 576
3c. Responsible Party (for LLC if
applicable):
Kenneth W. Smith, Sr.
3d. Street address:
400 Odell Road
3e. City, state, zip:
Spring Lake, NC 28390
3f. Telephone no.:
910- 497 -2020
3g. Fax no.:
N/A
3h. Email address:
N/A
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: Applicant is Owner as listed on the Agent
Authorization; please copy agent (S &EC) on all correspondence.
4b. Name:
Kenneth W. Smith, Sr.
4c. Business name
(if applicable):
Forest Ridge Subdivision, Inc.
4d. Street address:
400 Odell Road
4e. City, state, zip:
Spring Lake, NC 28390
4f. Telephone no.:
910- 497 -2020
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent/Consultant Information (if applicable)
5a. Name:
Deborah Edwards
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
11010 Raven Ridge Road
5d. City, state, zip:
Raleigh, NC 27614
5e. Telephone no.:
919 - 846 -5900
5f. Fax no.:
919 - 846 -9467
5g. Email address:
DEdwards @SandEC.com
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Portion of 9594 -15 -8719
1 b. Site coordinates (in decimal degrees):
Latitude: 35.2509 Longitude: - 79.0282
(DD DDDDDD) (- DD.DDDDDD)
1 c. Property size:
<1 acre
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Muddy Creek (Overhills Lake)
proposed project:
2b. Water Quality Classification of nearest receiving water:
C, 18 -23 -26
2c. River basin:
Cape Fear River Basin
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: The subject property is currently wooded with lot C5 graded. The surrounding area is rural with an influx of
residential.
3b. List the total estimated acreage of all existing wetlands on the property:
0.09 acres of isolated wetlands.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
0 linear feet of streams
3d. Explain the purpose of the proposed project:
The purpose of this project is to construct an access road for lot C5.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project proposes to impact 0.09 acres of isolated wetlands for the purposes of constructing an access road for
commercial lot C5. Heavy equipment associated with commercial development including backhoes, dump trucks, cement
mixers and excavators will be utilized.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes F1 No El Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
®Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Consultants, PA
Name (if known): Steven Ball
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Crystal Amschler with the USACE verified the wetland to be isolated on July 17, 2012. Please also note that a JD was
issued by Brad Shaver for the entire tract on November 7, 2005 (AID 200501133), this JD has since expired.
5. Project History
5a. Have permits or certifications been requested or obtained for
® Yes ❑ No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
As per the property owner, previous permits were issued for the residential portion of this development. It is my
understanding that a Nationwide Permit 12 was authorized and 0.59 acres of temporary impacts (jurisdictional wetlands
and waters) were requested. Copies of the final permits /certifications are not available at this time.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ® Yes ❑ No
6b. If yes, explain.
There is a plan to develop the remainder of the Forest Ridge Commercial development however detailed plans are not
available at this time. Discussions with the USACE have already taken place and these areas will be permitted via an
Individual Permit.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
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 T
W1 ®P ❑ T
Fill -Road
Isolated
® Yes
❑ No
❑ Corps
® DWQ
0.09
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.09
2h. Comments:
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 -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(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 ❑ T
❑ 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 T
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
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 —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
im act
required?
61 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
❑Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Please see attached "Justification for Near -Term Construction of Partial Access Road at Forest Ridge Development
and Associated Impact to Isolated Wetland Parcels ".
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Temporary erosion control measures will be installed around project boundaries to avoid and minimize any indirect
impacts of remaining jurisdictional wetlands.
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
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
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 -
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:
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes El No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
36.8%
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: As
per the project engineer. The access road is a new road that will serve commercial development lots along NC Highway 87.
Because of the existing grades, the drainage from the access road ties into an existing storm system where it is impractical to
treat and there is no room available for treatment. This was discussed over the phone with Annette Lucas on 08- 16 -12. In
the next 18 months or so, a regional storm water pond will be sized to treat the commercial lots and the remainder of the future
access road. At this time, the storm pond will be designed for 90% TSS removal in lieu of the minimum 85% in order to
compensate for the untreated storm water from the access road in this portion of the project. Please note that the DWQ
Stormwater Program would be the program reviewing the SMP however this portion of the project is exempt from their review
because the disturbance is less than 1 acre.
❑ 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
❑ Yes ® No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state - implemented stormwater management programs apply
❑ 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 *see 2d above
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ® No *see 2d above
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
❑ Yes ® No
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
❑ Yes ❑ No
State Clearing House? (if so, attach a copy of the NEPA or SEPA final approval
letter.) Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 26.0200)?
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.
We have reviewed the "DRAFT Intemal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetland Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version 2 1 The draft states that
most small scale commercial projects are unlikely to cause cumulative impacts. This project does not meet any of the three
criteria of private projects that can clearly result in cumulative impacts Additionally, the project is located within the Harnett
County, therefore the adjacent properties that have potential for development will have the following regulations to protect
downstream waters: the Phase 11 NPDES Stormwater Permit Program which includes permitting requirements for Municipal
Separate Storm Sewer Systems (MS4s) in addition to post - construction stormwater management requirements. We anticipate
that the DWQ will advise us if a qualitative or quantitative impact analysis is required.
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.
This project will connect to a public sewer system. The municipality will ensure capacity is available at the facility prior to
plan approval.
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 ® 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? The NC- Natural Heritage Programs Map Viewer was accessed to search for elemental occurrences of state and federally protected
species In the vicinity of the project. It was determined based on the map viewer that there are 6 elemental occurrences within a 2 -mile radius of
the project that were listed as either Endangered or Threatened These occurrences are listed below.
Federal State
Scientific Name Common Name EO Status Protection Protection
Status Status
Picoides borealis Red - cockaded Woodpecker Historical E E
Amorpha georgiana Georgia Indigo -bush Current E FSC
Lysimachia asperulifolia Rough -leaf Loosestrife Current E E
Parnassia caroliniana Carolina Grass -of- parnassus Current T FSC
Parnassia caroliniana Carolina Grass -of- parnassus Historical T FSC
Wares cuneifolia Carolina Pineland -cress Historical E
References: [NHP] North Carolina Natural Heritage Program Map Viewer [26 September 2012] Department of Environment and Naturual
Resources, Office of Conservation, Planning, and Community Affiars, Raleigh, NC Available at http / /www ncnhp orp
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? This project is located
in Harnett County, there are no areas designated as essential fish habitat near the proposed project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
❑ Yes ® No
governments have designated as having historic or cultural preservation
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? Records
checks at the State Historic Preservation Office or the Office of State Archeology were not performed. However, there
were no structures identified within the project area as being >_ 50 yrs old during the wetland delineation
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: N/A
8c. What source(s) did you use to make the floodplain determination? According to the project engineer, this project is not within
a FEMA- designated 100 -yr floodplain.
September
Applicant/Agent's Signature
Deborah Edwards
27, 2012
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter from the applicant
Date
is provided.)
Page 11 of 11

Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: Forest Ridge Subdivision Inc.-. President Kenneth W. Smith Sr.
Address: 400 Odell Road 5Rring Lake NC 28390 Office address
Intersection of Highway 24/87 and Melody Lane; Harnett County (Physical address)
Phone: [phone]
Project Name/ Description: Forest Ridge Commercial S&EC Project # n� I -
Date: hgy 9, 2012
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: L
Field Office.
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current proper1y owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The 9th day of
Tuly 2012
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
Kenneth W Smith Sr.; President Forest Ridge Corv.
Print Property Owner's Name Property Owner's Signature
CC. Ms. Karen Higgins cc Mr. Steven Ball
NCDENR - DWQ WeSCAPe Soil & Environmental Consultants, PA
Archdale Budding
512 N. Salisbury Street, 91" Floor
Raleigh, NC 27604

Project Number:
11774YI
Project Manager:
DE
5cale:
I " = 2,000'
Date:
0912 G/ 12
Map Title:
Figure I - 1:24,000
JSGS Topographic Mar
Forest Ridge Access Road
Odell A. Smith Properties, LLC
Harnett County, NC
Source: 1957 Olivia and
Overhill5 Quadrangles
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com

� 1
9
Project Number:
I1774YI
Project Manager:
DE
Scale:
= 1 ,000'
Date:
09/26/ 12
tx
Map Title:
Figure 2 - NKCS Solt
Survey Map
Forest Ridge Access Road
Odell A. Smith Properties, LLC
Harnett County, NC
Source: 1994 Harnett Co. Soil Suvey
Sheets 9 * 14
CaB -F
:5Ite
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) 846 -5900 •(919)846 -9467
Web Page: www.SandEC.com

'4
- _ _
UOI
Z K Q Q
_ — _ _ _ _
W
_ _
—
K
a 3 aw0 ui
e
J
W
p
Z
g
C�
a
O J x Z N
O
Q O U
m
a
V
O o w a °¢ �'' �`' x o m
pm0�0o
0
Q
z
s
u.
K O
F N to 3 0 W Q w LLJJ
33W WWW>y �
J mJ w !- w J Q F N
}
m Q C� O
0 O T
U
M
d O z w> m�
W p p a O
1— O
"
O
z
I m z°
I 61 U v J y o z w a
I N I J} r-
/ ZzUNN
m
�� Ra
H
Z H
ZCl)
o I
w w 2» �p vai 3 3 v U
\� Qa�li
to
5; Z
(�
cp w
J
❑ O ®o v E ® 63Z Vsa ®�
I( I
M
3U
o
Z
W W U
Y
=ea W y
Cl) L, o
0� z0
Z
U)
W
.o
N O P
//�■
cnQ
U o
Q
o
���
W
Q
W
Cl) /
LLI
^�^
li
/�
i�
W
N O
NZ��
0
0
Q
m
N
Z
oC
boo
?
o>
m
Z E
�.i
U
a
cc
- �
J° z
0
Q
O
U
>
H
LLJ
O
. ,J
C C
�UjJ
0
W
¢
Z
¢
Y
W
W
O
U
n
W
O
Cl)
U 0
i
o a E
m it
a
a
o
=
a
/ 61
r _
Q ,
� 6
M
V /
LL /
/
Q
\ U
/ / C
/ p
CL
Q�
Z
_O
U
Qm�
L.L
h
ZCl)
Z
O
U
2
Ir
O
it
J W
W Cl)
r0
O
Z
O
0
I
z
0�
5; L)
m U
\ma
z U)
clrn
pm
�p
H
N
W
Of
0
L,
w
Li
z
J
Z
I
1
l6c' 96Z
LLJ
U
� I
p NO
Z W O
QUUCV
^\I
Of
Wa
U J p
Z
�–
N
FAO
F- m-#,
C% p U
w o
m
0
Of
w
J
Q
N <
Z
Z o
cr
cc
N
O =2
0
N
LU
W
0 m
W
in W
W a_
J W
w
Q
w
Q
0
0
Wl 0
Ln
d
U
FU N
N-d
p..
d
Q+' o
V
98
2
w
w
F-
WN
Z U
I� J
V _j m/
>- a
0 1
W
W I
Z > 1
2 3: '
1
I
.1
1
�1
O
N
T
o
W
m
7
Z
H
w
LU
F �
W�
GW„ II
zC
- O CC�NTYpNO
a�
o�
q
o�
a�
i
Wd E9�OE�9 ZLOZ 9Z'6 • ZLXI L 311S 11Va3A0 • 6MP dVW lOVdWI 3ARi0 SS30OV-LL9 \S.LOVdWI ONV113M \OM0\QE IIAIO \uoIslAlpgnS s6pla lsa/oj- Zug \suoS pue gl!wS papO \:I
- _ _
UOI
Z K Q Q
_ — _ _ _ _
_ — — _ _ —
_ _
—
K
a 3 aw0 ui
e
J
W
p
g
}
a
O J x Z N
O
Q O U
m
a
o Q
O o w a °¢ �'' �`' x o m
pm0�0o
`�
Q
z
s
u.
K O
F N to 3 0 W Q w LLJJ
33W WWW>y �
J mJ w !- w J Q F N
}
m Q C� O
0 O T
U
M
d O z w> m�
W p p a O
1— O
"
O
z
I m z°
I 61 U v J y o z w a
I N I J} r-
/ ZzUNN
m
�� Ra
H
Z H
o I
w w 2» �p vai 3 3 v U
\� Qa�li
to
5; Z
(�
cp w
J
❑ O ®o v E ® 63Z Vsa ®�
I( I
M
3U
Z
W W U
Y
=ea W y
Cl) L, o
0� z0
° a
- O CC�NTYpNO
a�
o�
q
o�
a�
i
Wd E9�OE�9 ZLOZ 9Z'6 • ZLXI L 311S 11Va3A0 • 6MP dVW lOVdWI 3ARi0 SS30OV-LL9 \S.LOVdWI ONV113M \OM0\QE IIAIO \uoIslAlpgnS s6pla lsa/oj- Zug \suoS pue gl!wS papO \:I

U W U z cu
� N �_ � N
<zl 7Z W w o
10 cn �/� L o u�'� �2 -i w m
U N w V/ Cl) Z N O 2 ¢ J lA W CC
LU O Obi zLL wm <..i < �I a � m
�q z W J U J W mz�v Z > <n w w
J J a ¢ ai _o o_ F mo y m z f.7 z J W cn Z
Z U li V W O mom°'° —' yUj i z w w Z OU cc F..
A50\Oz O U P W me .. 0 ¢¢ w O Q O W Q 2
�i Ci � O oc o s¢ x ¢ LU
J d t i0 VJ O U a
`o n
LL Q � � � U � d °ccnau_ a o => o to
P, o � -riles
-? ? ,� ?MELODY LANE
C)
+
N
0
Wo
LL �
0
W
J
C) ILL
Q°
C�a
c U
a
2E
0
0
W
in E- C
W �
�i N CW II
� zr
a vc
Ix o
u-) O LC) O un
O O rn rn 00
n r7 N N N
v
I
0
0
Ln O
LC)
O
L()
O o
rn
rn
co
n n
N
N
N
u-) O LC) O un
O O rn rn 00
n r7 N N N
v
I
0
I
w z
Q Q
p�w
-
co ;
in
3
J
o a a
ia QJ
Q M Q
LLJ
0O > H
F- J (.)
V)
Z
_
,` 2487
14 GU,oO ENO
Z W p O d
Y Q
o a
w
a
z p r= U 0
W IJ-
o m
UwaF
0
w 0 3 V d
o
W 0f J
N� (rZ
Z
Q N
O F `` w� c�
w
a w
05 z
a
o
W
3
�a
z0�oz�
o � a:
ZF-
"�3..,,�
Q-
0o �
emu'
O
Z6'00�
w
W
i
Z
w U d w
oV)
cn
/
o
a�
z w 0 I I I I
9L6Z
C)
LLJ LLJ
LLI o z�a�
Y
Oa
J
w U
��
a
pm
d
0
L9'66Z
d
/
�P
8 96Z
O
o;
z
a
Lti'L6Z
r :........
O b 6Z
a
u-) O LC) O un
O O rn rn 00
n r7 N N N
O
O
N
O
O
w
�
0
w
o_
w z
Q Q
p�w
a w
Z
in
3
J
o a a
ia QJ
Q M Q
LLJ
0O > H
F- J (.)
V)
Z
_
,` 2487
14 GU,oO ENO
Z W p O d
Y Q
c�
a
z p r= U 0
W IJ-
o m
UwaF
0
w 0 3 V d
U W
N� (rZ
Z
J
O F `` w� c�
w
a w
o a
o
W
3
�a
z0�oz�
H
x w
ZF-
"�3..,,�
r- z
emu'
O
x030 _jz
Z
�a
CL
W
i
Z
w U d w
w z o w
F-
cn
/
U O
9z
z w 0 I I I I
wN
LLI o z�a�
Y
Oa
J
w U
O
O
N
O
O
w
�
0
w z
Q Q
p�w
W W
in
3
o a a
ia QJ
Q M Q
LLJ
o
�ww3
F-m: Ld
r-
ri
p Q
o
..
LL aQ
Z ui Co W
a
0<0-
CL
:2
UwaF
0
N� (rZ
Z
lL
o p p
w
a w
Z
a Z
oz N Q
W
3
w
�
H
x w
Z
Oo:p�'
F � �
Wp0
r- z
a
LU
vw W
a
Q
EE
¢ LU pa
CL
w
w
w z o w
F-
0_
0
waa
O
O
N
O
O
w
�
I
I
I
p�w
in
3
yI Lf
^<
ia QJ
Q M Q
11
o
I
a
o
..
LL aQ
cc
N>
N
>. o
v
F U-
M LLJ
c
� a
w
a w
U]�
�c
w ?
(n N
w
IC
Q
LL
z
WI
J
w
~ Nz
W
iQ
I
»
I

IA; INLLPINC
LAND
,)UPVEYIN(;
CONbTRUCTION
LAYOUT
C;P5 .SERVICES
LAND
DEVELOPMLNT
4o9 cdicA(�o
DRIVE
SUITE 112
FAYETTEVILLE
NC 285o6
PRONE j
910 426 -6777
FAX
910 426 -5777
4P
50
51TE
LuTioNS. INC.
Forest Ridge Access Road Storm Water Narrative
The site is currently undeveloped. The site is being developed as an access road for future
commercial lots along NC Highway 87.
The total disturbed area for the developed is 0.65 acres. The impervious area of the new street and
sidewalk is 10,432 sf or 36.8% based on the total disturbed area. Because of the existing grades, the
drainage from the access road ties into an existing storm system where it is unpractical to treat, and
there is no room available for treatment. This was discussed over the phone with Annette Lucas on
August 16, 2012. In the next 18 months or so, a regional storm water pond will be sized to treat the
commercial lots and the remainder of the future access road. At this time, the storm pond will be
designed for 90% TSS removal in lieu of the minimum 85% in order to compensate for the
untreated storm water from the access road in this portion of the project.

r4onn uaroima secretary or Mate
Fage 1 of t
North, C:amlina
Efaine F Marsha'it DEPARTMEN 1 VF THE
Secretary SEC RETARY oa- STATE
PD 130 29622 seleq*t 44C 2762E -0 t9IM7 -2W
Date 9/24/2012
Click here to
View Document Filings I File an Annual Report I
®A,' Pnnt a Pre - populated Annual Report Fellable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name
Name Type
NC ODELL A SMITH PROPERTIES,
LLC
LEGAL
Limited Liability Company Information
SOSID:
0714856
Status:
Current - Active
Effective Date:
3/8/2004
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
SMITH, ODELL ALDEN, JR
Office Address:
400 ODELL ROAD
SPRING LAKE NC 28390
Mailing Address:
400 ODELL ROAD
SPRING LAKE NC 28390
Principal Office
Office Address:
400 ODELL ROAD
SPRING LAKE NC 28390
Mailing Address:
400 ODELL ROAD
SPRING LAKE NC 28390
Officers
Title-
MANAGER
Name:
ODELL ALDEN SMITH JR
Business Address:
5420 FLINT TAVERN PLACE
BURKE VA 22015
Title: MANAGER
Name: KENNETH SMITH
Business Address: 400 ODELL ROAD
SPRING LAKE NC 28390
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system Version
3465
http: / /www.secretary.state.nc us/ corporations /Corp.aspx9PitemId= 6202075 9/24/2012

nicheTIMS:
Mgdffl r to
This mstrunew was pa;
Bneftimmphenkrthe
• ■
018142111"N"
F" �vICCR 61 OF DEEDS
20 EP 27 @1:8;x.24 PM
WIN PG:427 -431 FEE.g3.@e
INW # 219f'11
GZNZRAL WARRAMY DEZD
on me
20
7 r>t Ile, P A, 150 N McPherson Chufdi Road, Ste B to lie, NC
"TI I , FOREST RIDGE G �0.?qo -n&
by and betwem
GRANTOR
FOREST RIDGE SUBDIVISION, INC
lhtedea igoatmOrsabrand (heaoteaaeaaedherela a�
Smgdar, pland. msoculw^ timnnma or aeater m
WnWESWM thattbcGsmm4 Eoravaloablc ooaetdaaf<oa
and by Ompresams doeagant. baegam. Sell sod awq a>mo Ile (
intbeCutyof SIrmgL C
more potodndy described ae Won.
See Attached
The properly hmansbove deathbed Was acgwod by arm
Amp Showing the above described properly rs rOCer Win
NC Bar Ass mum Form No. W ®1974 RnuW 0 19r
prhded by Apoemeat wft the NC Bar Au=nt oa -1981
ODELL A SMITH PROPERTIES, LLC
400 Odell Road
Spnng Lake, NC 28390
sorxeoms, and and shall include
)tofw ucbxbc vbyaclmowledged,has
docent mlotarparadoflandarhrmed
ett (brmty.NorlhCarobmand

HARNETT COUNTY
A
BY
,.�
FOp i I ',1100N WNW OF DEMS
ftwR
2W S P 27 11:62"41 PM
KIM P6 427 -431 FEE:523.O8
ISM 12 661111
GENERAL WARRANTY DEED
Boise Tmtc � + 'r
Paoel Mconfier Veld by Comity an the _ day of . ZO
By
MuVB= to Thom. CWW&Xevil A 150 N McPherm Church Road Ste B FaYetteville. NC 28303
Thu vwmas ly; 1 e. P A, 150 N McPherson Church Road, Ste B Fayetteville, NC
Bnefde�anfbrdteludoe T1 1 C FORESTRIDGC .Ga`IO -O(P
THIS DEW made thm 30th day by mod batwom
GRANTOR GRANTEE FOREST RIDGE SUBDIVISION, INC ODELL A SMITH PROPERTIES, LLC Z11 >
/ 400 Odell Road
Spnng Lake, NC 28390
Thedeargmhaa(inaborend dtmmtaa sa nsedberema�r�m��
pleb macavam. tiunmoe or anber as
WIINESSUM fhatthe Granbm form val mble coaetdermhon'taid'
and bydtese presents doesgnnt.' s im, mall and oonveyam ilm (
inamestyaf Spnng Lake___,
more parbcolarly described as fb0owe.
ca. A,m, f-A
The property heremabove de=*W was eaganed by Qsantot by
A amp showing the above daeatbed property u mcmded is plat
NC Bar A=mahoa Farm No. IA ®1976, Revmed ®1977, 20
Prlated by Agreement wrth the NC Bar Auocmdon -1981 S
socmwmm, mad ass Wu6 sad shall u cl de
alldmtcermmlatarpmrc laflaodmrtmEed
amen County, Nc &Qmhmmd

HARNETT COUNTY TAX ,..
. BY ,
madMazeo
HIP1111111
Fee xyz
oEm
21�:14PM
BKM PG:427 -431 FEE423.00
Ism I milli
GENERAL WARRANTS DEED
The waste by; I�Tio I ca Ile, P A, 150 N
Bnefdescnq4teatfortlblodeoC T1 1_ CR ,FOREST RIDGE
GRANTOR
FOREST RIDGE SUBDIVISION, INC
Thedeaign11tlonGniz wand(itanmeaeaandharem se
suVtla, pullet, moscubme. femmmo or meta ea
Wr NBSSS[H, fleet the Ckwm4 for a val-ble oanmdetstmn
mind by 6m prmema does gt11m, bospin, sell end oonvry an0o the
m the Cuyaf Spring Lake
more pmtzealaly deanbed ad f Mm.
See Atimdwd
The property hermmebove desm*W was aogvmed by atat -
A amp showing the above desatbod property al tacteded in
NC Bar Association Fomt No. Ira 01970 Revised A 19Ti
MOW by Agreement with the NC Bar Association -1981
mind betwem
ODELL A SMITH PROPERTIES, LLC
400 Odell Road
Spring lake, NC 28390
20
NC
u=mors , andsaeWk and sba11 include
1111 d0coftmurtorpmcelafumdabmoed
unea County,Nm>hOmilsoamd

Excise Tax: "
to
Thte was %bby.9 Bnddmrq* at 1br the In
TRW DMID node thu 30th day of
FOREST RIDGE SUBDIVISION, INC
e
E8011111111
Foe r�6TTYt��a" "" of OEM
2W EP 27 011-54` Ph
9KIN PG:427 431 MID*
INW12WIM
cFIWaAZ, WARPUN TY DEED
by County an the_ day of
PA. 1 SO N McPherson Church
ThedowgutonGroutorandGmutwes used
ha rem ae
amgalsr, phual, etsaBC0lme. te®atae or name, ae
WITNE5SB1ii. tbatthe a valuable oometdeeapom
sad by these presents doeagrank barge's, eau amd convey msto the c
in the city0f Spnng Lake
more puncWsdy dowlind ae fol m.
See Attached
ODELL A SMITH PROPERTIES, LLC
400 Odell Road
Spnng Lake, NC 28390
The property haanabove described was ecgmred by Grantor by umtrm
A wsp slowing the above descnbod property u r000rded im Plat Boole
NC Bar Assocunan Form No W 0 1976, Revoed 0 1977, 2002
Printed by Agreement with the NC Bar Ammmatton -1981 Sufi to
saooeasa% and awem4 and shsll mcheda
oetptafwha haherebyaeimowledged, hss
au thatcestata lutarpatoelofhIDdanuaoed
arnett Coamy,NorlhCamhaaand
m 90M— page
Raleigh, NC 27609
�U

HARNETT COUNTY TAX ....
BY
M! !1111111
ILI
ttwwT,r� fact eF cs:eca
2181 :8� :24 PM
8K: P6 42] -431 fEE: ;23.98
(Ili # 118111
GENERAL WARRANTY DEED
Excise Tax: " • "
Parcel hlcoftmr No Vetted by County m too _ day of .20_
Ile-
Mad(Sm to Cl evil A.\150 N McPherson Church Road, Ste 0. Fayetteydic. NC 28303
This sestrumsed was by: 1 Ile, P A. 150 N McPhmon Church Road, Stye B. Fayetteville, NC
Bnef desenphon frs the lndar: T l 1 C ,FOREST RIDGE
THIS DEED made this 30th day 20 06. by and betwem
.,...,.' a. y.�
FOREST RIDGE SUBDIVISION, INC r J�
The desugastron l3rmatar and (icmtea es used banaa n
atngNar, phmd. ma=*q fi mm me our neuter as
VinNESSE77 -L dotthe OnmM forevahuable oommdaahm
modbydreeapmemodomp md.bargain,Ballandoomq mtodw(
in6cCjtyof SMM Lake
more parheularly described m fo>iowm.
The property henrngbove described was acgomed by (lraoI by
A map showing too above descnbod psopmty = recorded is Plat
NC Bar Anoc= m Farm No. L3 ®1976, Ravtsed ®1977, 201
Pdmed by Agreemem m* the NC Bar Anoemd m -1981 &
ODELL A SMITH PROPERTIES, LLC
400 Odell Road
Spnng Lake, NC 28390
and amusm, and aba11 include
nVefwlochubembyadmowLAgs4 bas
all tlutoat mloterparodoflandshoed
mum Grmty,NosthCwob=and

Forest Ridge Subdivision, Inc.
400 Odell Road
Spring Lake, NC 28390
910 -497 -2020
September 2S, 201
Justification for Near -Term Construction of Partial Access Road at Forest Ridge Development
and Associated Impact to Isolated Wetlands Parcel
Why the road needs to be constructed separate from other impacts:
Permission is requested to impact the isolated wetlands (0.09 acres) shown in the associated diagrams
in order to enable the construction of a commercial facility on Lot C -5 at Forest Ridge development
Permission for this impact is requested to be considered separately fromthe remaining jurisdictional
wetlands existing within the larger approximately 30 acre development Lot C -5 has been acquired by a
new owner who is currently prepared to begin construction of a restaurant on the property. The only
wetlands associated with proceeding with construction on the 1.0 acre Lot C -5 is the isolated 0.09 acre
area that lies within the planned access road. As per guidance from the US Army Corps of Engineers,
future wetland impacts for the remaining development will be addressed as an individual permit at a
future time. To include the isolated wetland impacts in the application process for the more involved
individual permit would significantly delay the construction on Lot C -5 resulting in significant financial
hardship for the new owner. The delay would be associated with the time required to develop an
overall master plan for the full development and the associated engineering related to determining the
additional wetlands impacts and mitigation approaches
Why access to Lot C -5 is not feasible to come off of Melody Lane:
The design of the access road that is planned to service Lot C -5 is driven by the requirements of the
North Carolina Department of Transportation (NC DOT). The Highway 24/87 segment that runs adjacent
to the Forest Ridge development has been designated as a "strategic highway corridor" and the
associated design requirements are governed by the "superstreet" concept. The commercial lots that lie
adjacent to Highway 24/87 (Lots C -1 through C -5 and C -6 through C -8) are required by NCDOT to be
accessed from the rear via an access road. The traffic that transitions from Highway 24/87 onto Melody
Lane must not be obstructed by traffic that would traverse a driveway directly into Lot C -5 from Melody
Lane The planned access road will be the only means of access to Lot C -5 as well as Lots C -2 through C-
4 until an additional right -in /right -out driveway can be designed and receive approval for installation at
the north end of the development (adjacent to Lot C -1); and there could be years before this occurs
Alden Smith
Vice - President
Forest Ridge Subdivision, Inc.

/v \tft� - r;-a 3�' �~"� �>'. � °�-,�� mot(, �� �� �O� r Y � .,1 _ a� ✓' �.y { {.__�� _n
pion 4 y G YO 1
✓ � f!r 1, ( � ry - f i%7! 't ��� = _ d , /r �. r 7 - �,.-�J
rd I
".. •� - fA -� is ry ->7 a
r -'-- "� .35o v � l .. ' "�'�.. -� r �, n ,' a "r x. *•ate@ r .
•t. . �• 'ri OYr
Jp � `
°//
7 � v 4 •• tl.i. _- -"' -- 4 I/ r '- .� rya' / G / V U 1 /� -�-��
• �. 350
Z no
69 J t ��•�.a.� .� 7-. ! ice: ' jti ' /{rte , _ - i,
/
t / U�
0 U
i
n� �✓ rf ! �� • �, Pat �
Park
p 1r+ — 1300 ; ® � 1
._. ✓ __``�� � • Aso �. \ � t -=:; - �� r" `4� � t
.�
6 3-
3_ f t .,.y� � 1 r�• �' � k�� � �i� �' t ti � e t � � \ � � _�+' 3
'"�
1 4 !

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Forest Ridge Access Road
2. Location of Project (street address):
Off Melodv Lane
City:Cameron County:Harnett Zip:28326
3. Directions to project (from nearest major intersection):
Turn left onto Melody Lane at the intersection of Melody Lane and NC24 -87 and go approximately 325 feet
south on Melody Lane. The project is located on the right.
4. Latitude:350 15' 02.71" N Longitude:790 01'40.91" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU -102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
❑CAMA Major ❑Sedimentation /Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts Wetlands
b. If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S. L. 2012 -200, Part VI: http:J /portaLncdenr.orgJwel2 vvc lwslsulstateswJrules laws
Form SWU -101 Version 06Aug2012 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: Odell A. Smith Properties, LLC
Signing Official & Title:Ken Smith /Manager
b. Contact information for person listed in item 1a above:
Street Address:400 Odell Road
City:Spring Lake State:North Carolina Zip:28390
Mailing Address (if applicable):
City:
State:
Zip:
Phone: (910 ) 497 -2020 Fax: (910 ) 497 -0569
Email :odellsmithco @embargmail.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Email:
State: Zip:
Fax: ( )
a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Form SWU -101 Version 06Aug2012 Page 2 of 7

Phone:
Email:
4. Local jurisdiction for building permits: Harnett Cour
Point of Contact:Ken Slattum
IV. PROJECT INFORMATION
Fax:
Phone #: (910 ) 893 -7525
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The access road is a new road that will serve commercial development lots along NC Highway 87. Because of
the existing grades, the drainage from the access road ties into an existing storm system where it is
impractical to treat and there is no room available for treatment. This was discussed over the phone with
Annette Lucas on 08- 16 -12. In the next 18 months or so, a regional storm water pond will be sized to treat the
commercial lots and the remainder of the future access road. At this time, the storm pond will be designed
for 90% TSS removal in lieu of the minimum 85% in order to compensate for the untreated storm water from
the access road in this portion of the project.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 0.65 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area +:0.65 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHVO line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non - coastal wetlands landward of the NHW (or MHV0 line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 36.8
9. How many drainage areas does the project have ?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU -101 Version 06Aug2012 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
Muddy Creek
Stream Class *
C
Stream Index Number *
18 -23 -26
Total Drainage Area (sf)
28,369
On -site Drainage Area (sf)
28,369
Off -site Drainage Area (sf)
Proposed Impervious Area ** (sf)
10,432
Impervious Area ** (total)
36.8
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings /Lots (sf)
On -site Streets (sf)
8,676
On -site Parking (sf)
On -site Sidewalks (sf)
1,756
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA * ** (sf)
Total (sf):
10,432
* Stream Class and Index Number can be determined at: http /Jportal.ncdearr.or web /wq[ps /csu /classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
** *Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. n/a
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per I5A NCAC 02B.0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O &M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from bttp : / /portal.ticd(�nr.orgZw('b/ q/ s /su /b p- manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available frombttp: / /portal.ncdetir. org / web /wq /ws /su /statesw /fornisdocs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http: / /portal.n( denr.org /web /wq /ws /su/ ate.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from littp://portal.ncdenr.org/web/wq/ws/su/statesw/fon-ns docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O &M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http: / /www.envhelp .org /pages /onestopeVress.hLml for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU -101 Version 06Aug2012 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment /management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/ Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property /project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off - site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, (910) 796- 7378.)
10. A copy of the most current property deed. Deed book: 2285 Page No: 427
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and /or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secretary.state.nc.us/Corporations/CSearch.asj2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
littp://portal.ncde.nr.org/web/wq/ws/su/statesw/fon-ns docs. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU -101 Version 06Aug2012 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Scott Brown
Consulting Firm: 4D
Mailing Address:409 Chicago Drive, Suite 112
City:Fayetteville
Phone: (910 ) 426 -6777 ext.102
Email :sbrown @4dsitesolutions.com
State:North Carolina Zip:28306
Fax: (910 ) 426 -5777
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and /or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/ Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143 -215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143 - 215.6.
Signature:
I,
a Notary Public for the State of
do hereby certify that
Date:
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU -101 Version 06Aug2012 Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Ken Smith
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature:
I,
a Notary Public for the State of
, do hereby certify that
before me this _ day of
Date:
County of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU -101 Version 06Aug2012 Page 7 of 7

O
W
U) W
a:
Ir
W
0
HAwKSWOaTH
PL.
X%-
9
D o�'ry OVERLOOK RD.
LINDEN y�
OAKS
a
4r 'F
0
e)
Vf
--A �
0
F F,
IT E
S
CO 0
cl),
--A
Aw
co w w ry
a�
F
www
wvvww
f
NORTH w w w
"'1141 V RAAD
M
CCESS
1
11 `IF\
:VtzLUI-'MIzN I FLANS
"IF
DERSON CREEK TOWNSHIP
)F CAMERON,
1
HARNETT
%
\X,\
76
-M,
. .. ......
Z
t
%
%
N
NOTTOSCALE
A
t-
F, Fl- -0111
A.
EXISTING UTILITY -INDEX
-
WATER AND S G1.0 PROJECT
H C D P U C1.0 - EXISTING
J,
7 . ...... ... .
N
700 McKinney Parkway
SIT GF
C2.0
Lillington, North Carolina 27546
C3.0 - UTILITY IN"""'I'l",,.,P
910-893-7575
Contact- Shane Cummings C4.0 - C4.1 PRi
C5.0 -SITE & EF
C5.1 -WATER D
rm C5.2 -SEWER B
CAROLINA
A01' NuRTH
BOUNTY
DRAWINGS
NOTES
CONDITIONS
LADING PLAN
'LAN
..............
.... . ........
JFILES--- .. . . ......... i�
10S.-I.-ON CONTROL DETAILS
N
C5.3 - STORM DETAILS ® ®.•.• ®•• °.° ° ® ®.•.• ®•• °.° °
Know what's beI1ow..,.,.,.,.,.
SO
S S m AL
0274 57
IN
t.p SU
C111 before you dig. "1ij,,v,, R S
N
F, na
Al
k
CIVIL, ENGINEER OWNER/DEVELOPER rr. SURVEYOR
!A
4D SITE SOLUTIONS INC. ODELL A. SMITH PROPERTIES LLC. D SITE SOLUTIONS INC.
409 Chicago Drive -Suite 112 400 Odell Road 409 Chicago Drive Suite 112
N
Fayetteville, North Qarolina 28306 Spring Lake, North Carolina 28390 w nv Fayetteville, North Carolina 28306
910-426-6777 910-497-2020 w w w 910-426-6777
Jimmy Holland, PLS
Scott Brown, PE Contact: Ken Smith
Contact. --0.ontact.
email. [e-mail] email-,,,,[e-mail]
nw
-em [e-mail]
N
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR70, DIGGIN=G IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive —5uife 112
fayeffe Le, Norih Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4P T L
bOLUTIONb, INC
A L NqNE L P—ING A A, GP-') A, C,1N-')TP—L1CF10N LAYILIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
MELODY LANE
ANDERSON CREEK
TOWNSHIP
TOWN OF CAMERON
HARNETT COUNTY
NORTH CAROLINA
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
512
DRAWING SCALE
SEE SHEETS
DATE RELEASED
SEPTEMBER 27, 2012

73
N
N
0
0
0
c
UTILITY NOTES
WATER
1. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN
NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
(HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE
HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A -423 MODEL WITH A 5%" MAIN VALVE OPENING
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
2. AMERICAN DARLING - MARK B -84 -B MODEL WITH A 5%" MAIN VALVE OPENING
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
3. WATEROUS - PACER B -67 -250 MODEL WITH A 5%" MAIN VALVE OPENING THREE
WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR
STANDARDIZATION.
2. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE
VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE
RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE
MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
COUNTY FIRE MARSHAL.
3. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR
"AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE
CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST
POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION
(NCDENR- DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT
MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF
THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
4. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
PRE - CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL
BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00
AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
PERMITTED BY HCDPU.
5. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY
CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED 'RELEASED FOR
CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE
REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE
GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE
UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO
AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.
6. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER
SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST
MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE
ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR
MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE
MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION
INSPECTOR.
7. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL
ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE
NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER
SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR -DEH, PWSS)AND
ACCEPTED BY HCDPU.
8. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE
INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE
GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX
AND SUPPORTED BY BRICK, BLOCK OR STONE.
9. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER
SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL
WATER LINE(S) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD
CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE
ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE) IN
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
10. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON- POTABLE WATER LINES
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF TWENTY -FOUR (24 ") INCHES BETWEEN THE POTABLE WATER
MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE
INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE
INSTALLED WITH TWENTY -FOUR (24 ") INCHES OF VERTICAL SEPARATION AND WITH
DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON- POTABLE WATER LINE
SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT
BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE.
BOTH THE POTABLE WATER MAIN AND THE NON- POTABLE WATER LINE MUST BE CAST
IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE
MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE
AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE
NON- POTABLE WATER LINE.
11. POTABLE WATER MAINS INSTALLED PARALLEL TO NON- POTABLE WATER LINES (SANITARY
SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL
DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER
MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE
POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS
THAN FIVE (5) FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS
HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE
IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE
MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE
RE- ESTABLISHED.
12. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE
POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A
LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT
INSIDE THE RIGHT -OF -WAY AND AT LEAST THREE (3') TO FIVE (5) FEET FROM THE
PROPERTY LINE BETWEEN THE LOTS.
13. HCDPU REQUIRES THAT METER BOXES FOR 3 /a " SERVICES SHALL BE 12" WIDE X 17" LONG
ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS /COVERS. METER
BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST
18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE
LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC
BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN
THE CENTER OF THE LIDS.
14. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER
ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN
(18 ") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE
BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS
IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN
ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS.
DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE
VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE
METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.
15. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR -9 WATER SERVICE LINES
THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW
FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT m," WATER
SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2 ") INCH SCHEDULE 40 PVC
CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE
ONE (1) - THREE (3 ") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE
SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED
BY HCDPU.
16. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS
AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE
TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN
LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.
17. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING
COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S)
PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE
TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S)
OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO
THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF
ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATER
LINE EXTENSIONS UNDER CONSTRUCTION.
18. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR -21 PVC PIPE OR CLASS 50
DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE
PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION.
PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO
INSTALLATION.
19. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED
BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU
LABORATORY.
20. ALL FITTINGS LARGER THAN TWO (2 ") INCHES DIAMETER SHALL BE DUCTILE IRON.
HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS
"MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES
SMALLER THAN TWELVE INCHES (12 ") DIAMETER. PVC PIPE USED FOR WATER MAINS
SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED
PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT
COUNTY.
21. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER
CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON
TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED
WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
22. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDPU
UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO
IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED
SERVICES. ALL CHANGE ORDERS MUST BE PRE - APPROVED BY HCDPU AND THE
PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE
FIELD DRAWINGS.
23. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE
WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL
IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY
CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE
PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN
ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR
TEMPORARY RELOCATION AND /OR SECURING EXISTING UTILITY POLES, PIPES, WIRES,
CABLES, SIGNS AND /OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE
UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET
CONSTRUCTION.
24. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
OR NCDOT RIGHT -OF -WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED
NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87 -102. THE UTILITY CONTRACTOR
MUST CALL THE NC ONE CALL CENTER AT 811 OR
(800) 632 -4949 TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN
FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN
PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER,
ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL
BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE
RELATED UTILITY COMPANY.
25. Y. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE
HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH
FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO
HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY
CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A
4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT -OF -WAY TO IDENTIFY
THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE
EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL
MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER
OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE
BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF
INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT
LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND
STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO
IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE
THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HCDPU.
26. Z. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY
PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN
REQUESTED AND BILL THE DEVELOPER AND /OR UTILITY CONTRACTOR IF NECESSARY DUE
TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE
UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE FINAL
INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU
UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY AND UTILITY EASEMENTS
HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO
PREVENT EROSION ISSUES ON SITE.
27. AA THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT
ALL TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
SANITARY SEWER
1. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER
PERMIT FOR THE CONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION
SYSTEM TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE SANITARY
SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALL BEGIN. THE
UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER PERMIT ISSUED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
WATER QUALITY (NCDENR -DWQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE
PERMIT MUST BE MAINTAINED ON SITE DURING THE CONSTRUCTION OF THE SEWER
SYSTEM IMPROVEMENTS.
2. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
PRE - CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
VISITATIONS AND ACCEPTANCE OF THE WASTEWATER SYSTEM(S). CONSTRUCTION WORK
SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS
8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
PERMITTED BY HCDPU.
3. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU WITH A SET OF NCDENR
APPROVED PLANS MARKED "RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. HCDPU WILL STAMP THE APPROVED PLANS AS
"RELEASED FOR CONSTRUCTION" AND PROVIDE COPIES TO THE UTILITY CONTRACTOR.
THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND
ESTABLISH GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET AND
SEWER LINE BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OR INSTALLATION
OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFT STATIONS AND /OR
SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A
CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE
STREET GRADING OR UTILITY CONSTRUCTION.
4. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
TO THE CONSTRUCTION OF ANY GRAVITY SEWER LINE(S), MANHOLE(S), SEWER LIFT
STATION(S) AND ASSOCIATED FORCE MAIN(S) IN HARNETT COUNTY. THE MATERIALS TO
BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU
AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY
FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
HCDPU UTILITY CONSTRUCTION INSPECTOR.
5. THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90°
(PERPENDICULAR) TO THE SANITARY SEWER GRAVITY LINES WITH SCHEDULE 40 PVC
PIPE. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE PROFESSIONAL
ENGINEER (PE) WITH ACCURATE MEASUREMENTS FOR LOCATING SANITARY SEWER
SERVICE LATERAL AND ASSOCIATED EACH SANITARY SEWER CLEAN -OUT. THESE
MEASUREMENTS SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE UP
ALONG THE SANITARY SEWER MAIN TO THE IN -LINE WYE FITTING (OR TAPPING SADDLE)
AND THEN ANOTHER MEASUREMENT FROM THE IN -LINE WYE FITTING (OR TAPPING
SADDLE) TO THE 4" X 4" LONG SWEEP COMBINATION WYE FITTING AT THE BOTTOM OF
THE SEWER CLEAN -OUT STACK. THESE FIELD MEASUREMENTS MUST BE PROVIDED TO
THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE UTILITY
CONTRACTOR FOR PROPER DOCUMENTATION IN THE AS -BUILT RECORD DRAWINGS
SUBMITTED TO HCDPU.
6. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER
SERVICE LATERAL(S) AND ALL ASSOCIATED SEWER CLEAN- OUT(S) IN THE PROPOSED
SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEEN
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU.
ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT. ) FEET OF COVER
AND EXTEND UNDER ALL EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST
24" OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER MAIN AND
STORM WATER LINES.
7. THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE
LATERAL(S) AND ASSOCIATED CLEAN- OUT(S) SHALL BE CONSTRUCTED IN STRICT
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES. THE SANITARY SEWER GRAVITY LINE(S) MUST
PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT 5 PSI AND THE SANITARY
SEWER FORCE MAIN(S) MUST HYDROSTATICALLY PRESSURE TESTED WITH WATER OR AIR
AT 200 PSI AND WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
8. PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO INSURE
THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL SEWER CLEAN -OUTS MUST BE
INSTALLED SO THE 4" X 4" LONG SWEEP COMBINATION WYE IS AT LEAST THREE (3')
FEET BUT NO MORE THAN FOUR (4') FEET BELOW THE FINISH GRADE UNLESS OTHERWISE
APPROVED IN WRITING BY HCDPU. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4 ")
SCHEDULE 40 PVC PIPE STUBBED UP FROM BOTH ENDS OF THE 4" X 4" LONG SWEEP
COMBINATION WYE TO BE AT LEAST TWO (2') FEET ABOVE THE FINISH GRADE AND
COVER EACH END WITH A FOUR (4 ") INCH TEMPORARY CAP TO KEEP OUT DIRT, SAND,
ROCKS WATER AND CONSTRUCTION DEBRIS. THE VERTICAL STACK ON EACH
CLEAN - OUT MUST BE PROVIDED WITH A CONCRETE DONUT FOR PROTECTION.
9. ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED, PNEUMATICALLY
PRESSURE TESTED AND IN PLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR
MUST CONTACT THE HCDPU UTILITY CONSTRUCTION INSPECTOR TO WITNESS THE
MANDREL TEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY
CONTRACTOR WILL NOTIFY HCDPU TO SCHEDULE THE MANDREL TESTING. THE MANDREL
AND PROVING RING MUST BE SUPPLIED BY THE UTILITY CONTRACTOR. CLOSED CIRCUIT
VIDEO CAMERA INSPECTIONS (AT THE UTILITY CONTRACTOR'S EXPENSE) MAY BE
REQUIRED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR IF THE MANDREL TESTING
CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER LINES
SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER DIAMETER BEFORE
ANY MANDREL TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE
TO REMOVE ALL DIRT, SAND, SILT, GRAVEL, MUD AND DEBRIS FROM THE NEWLY
CONSTRUCTED SEWER LINES EXERCISING CARE TO KEEP THE HARNETT COUNTY'S
EXISTING SANITARY SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAIN(S) SHALL
BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES.
10. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
SANITARY SEWER SYSTEM(S) FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW SANITARY SEWER SYSTEM(S) HAVE BEEN APPROVED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
WATER QUALITY (NCDENR- DWQ)AND ACCEPTED BY HCDPU.
11. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
WITH ALL SANITARY SEWER FORCE MAINS. THE TRACER WIRE SHALL BE 12 GA.
INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF
THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE
UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE
MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
THE TRACER WIRE IS NOT REQUIRED FOR THE GRAVITY SEWER LINE(S) BETWEEN
MANHOLES.
12. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
DEPTHS OF THE SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE
MANHOLE(S), SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER SERVICE LATERALS,
CLEAN -OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S). THE RED LINE
DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED
PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL
ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD
DRAWINGS.
13. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
OR NCDOT RIGHT -OF -WAYS THE UTILITY CONTRACTOR IS REQUIRED TO NOTIFY ALL
CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87 -102. THE UTILITY
CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR (800) 632 -4949 TO
VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF
CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED
BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,
NATURAL GAS, ETC.).
14. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR
LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER LINE
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE
UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO
THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE SANITARY SEWER
LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES.
THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE
RESPONSIBLE FOR TEMPORARY RELOCATION OF EXISTING UTILITIES AND /OR SECURING
EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND /OR UTILITIES INCLUDING
SERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS DURING SANITARY
SEWER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
15. WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR
MUST HAVE A PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR -DWQ) PRIOR TO BEGIN
THE TAP WORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE
TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING
SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ON AN EXISTING SANITARY SEWER
FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU
UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC
BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE
ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE UTILITY CONTRACTOR
SHALL USE ROMAC BRAND STYLE "CB" SEWER SADDLES WITH STAINLESS STEEL BANDS
OR APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER GRAVITY
LINES IN HARNETT COUNTY.
16. THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER
SERVICE LATERAL THAT WILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING
FACILITY AND ANY OTHER COMMERCIAL OR INDUSTRIAL FACILITY AS REQUIRED BY THE
HARNETT COUNTY FAT, OIL & GREASE ORDINANCE. THE GREASE TRAP MUST BE RATED
FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONS UNLESS OTHERWISE APPROVED
IN WRITING BY THE HCDPU PRE - TREATMENT COORDINATOR. GARBAGE DISPOSALS
SHOULD NOT BE INSTALLED IN HOMES AND BUSINESSES THAT DISCHARGE WASTEWATER
TO THE HARNETT COUNTY SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY
HCDPU.
17. EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST
480 VOLTS) AND CONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST
VERSION OF THE NATIONAL ELECTRICAL CODE (NEC) AND HARNETT COUNTY STANDARD
SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT AVAILABLE FROM THE
POWER COMPANY OTHER ARRANGEMENTS MUST BE APPROVED BY HCDPU ENGINEERING
PRIOR TO THE START OF CONSTRUCTION.
18. WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE
IN THE HARNETT COUNTY SEWER COLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST
PROVIDE A PROTECTIVE COATING (COAL TAR EPDXY ) FOR THE INTERIOR SURFACES OF
THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND DETERIORATION FROM
THE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE.
19. THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED
THE MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS 2009 EDITION.
EACH SANITARY SEWER LIFT STATION MUST BE CONSTRUCTED WITH AN ALL - WEATHER
ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITE MUST BE
COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6 ") INCHES OF # 57
STONE (CRUSH AND RUN).
20. ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS
RESPONSIBLE TO SCHEDULE A DRAW DOWN TEST WITH HCDPU ENGINEERING AND
COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE), THE ELECTRICIAN, THE
ORIGINAL EQUIPMENT MANUFACTURER'S (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS
AND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER
SUPPLIED FROM THE ELECTRICAL UTILITY COMPANY AND WITH POWER SUPPLIED BY THE
EMERGENCY GENERATOR WITH SATISFACTORY RESULTS BEFORE FINAL INSPECTIONS ARE
CONDUCTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
21. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT
STATION, THE PROFESSIONAL ENGINEER (PE) MUST SUBMIT THE SEWER PERMIT
CERTIFICATION AND AS -BUILT RECORD DRAWINGS TO THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY
(NCDENR -DWQ) AND HCDPU FOR FINAL APPROVAL. THE UTILITY CONTRACTOR MUST
SUPPLY HCDPU ENGINEERING STAFF WITH THREE ORIGINAL OPERATION & MAINTENANCE
(0 &M) MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL
SCHEMATICS FOR THE ASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL
WARRANTY INFORMATION AND DOCUMENTATION.
22. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT
STATION, THE DEVELOPER MUST PAY HCDPU THE ESTABLISHED SYSTEM CONTROL AND
DATA ACQUISITION ( SCADA) FEES BEFORE THE SCADA SYSTEM WILL BE INSTALLED AT
THE NEW SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND
OPERATIONAL BEFORE THE UTILITIES MAY BE ACCEPTED BY HCDPU AND PLACED INTO
OPERATION.
23. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT
AND DEVICES FOR THE TESTING AND INSPECTION OF THE SANITARY SEWER SYSTEM.
THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED TO MIRRORS, MANDRELS,
SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSED AIR LINES. IF
THE HCDPU UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO
CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN
ALL COSTS FOR THE CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY
OF THE UTILITY CONTRACTOR. ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST
BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HCDPU FOR RECORD KEEPING,
REVIEW AND APPROVAL OF THE SEWER SYSTEM.
24. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S EXISTING
SANITARY SEWER LINES MUST BE COORDINATED WITH THE HCDPU COLLECTIONS
SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING THE PLUGS. THE
SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY
SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU TO ALLOW THE
SEWER TO FLOW AS DESIGNED IN HARNETT COUNTY'S EXISTING SANITARY SEWER LINES
OR WHEN SO ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT
INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION SYSTEM(S).
THE UTILITY CONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY
CONNECTORS FOR A TEMPORARY PUMP AROUND SETUP IF REQUIRED BY THE HCDPU
COLLECTIONS SUPERVISOR. MR. CURTIS SPEARS, HCDPU COLLECTIONS SUPERVISOR MAY
BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT (910)
893 -7575 EXTENSION 3243.
25. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
LEAKAGE OR DAMAGE RESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR
WARRANTY PERIOD ONCE THE SEWER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR -DWQ) AND ACCEPTED BY HCDPU. THE UTILITY
CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES
RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES AND
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
SANITARY SEWER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU.
HCDPU WILL PROVIDE MAINTENANCE AND WARRANTY REPAIRS IF NECESSARY DUE TO
LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. HCDPU
WILL INVOICE THE DEVELOPER AND /OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR
IN SUCH CASES.
26. IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE
ESTABLISHED FOR FUTURE HCDPU RIGHT -OF -WAY, THE REGISTERED LAND SURVEYOR
(RLS) MUST PROVIDE THE HCDPU RIGHT -OF -WAY AGENT WITH AN OFFICIAL COPY OF
THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED
WITH THE HARNETT COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE
PROVIDED TO THE HCDPU RIGHT -OF -WAY AGENT BEFORE THE UTILITY IMPROVEMENTS
WITHIN THE SAID EASEMENT CAN BE PLACED INTO OPERATION. ANY AND ALL
EASEMENTS THAT MUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE
PROVIDED TO HCDPU BY THE DEVELOPER AT NO COST TO HARNETT COUNTY. THE
FINAL INSPECTION OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE
SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY
AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE
STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.
27. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
409 Chicago Drive - 5uife 112
Fayeffe Le, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554 =41
�Ii�IT� ���`.
bo�UTIONb,INC
A L NgNEE21NG A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
PROJECT NOTES
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
SEE SHEETS
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
G -1.0

a
0
0
W
s
® p? OVERLOOK RD.
LINDEN yeti
OAKSw w /
SITE w • w w •
WILSON DR,
6K\ / w
�e�e
+
oZ
n w w
•?r w -a• w w w
NORTI -1
w V w
VICINITY MAP w 41 w
NOT TO SCALE
w ,t
w w �• v w
/ w ,u .• •m w ., w
w• w w v w w/
LEGEND:
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY w
RCP — REINFORCED CONCRETE PIPE w
DIP — DUCTILE IRON PIPE
DI — DROP INLET /
CI — CURB INLET w
FES — FLARED END SECTION w +
PROPERTY LINE
ADJACENT PROPERTY LINE w w w
TIE LINE
RIGHT —OF —WAY w/
ss SANITARY SEWER LINE
SD STORM DRAINAGE /
WL WATER LINE
OVERHEAD UILITY w
TREE LINE
BENCHMARK
EM ELECTRICAL METER
EB ELECTRICAL BOX
PP M MAILBOX w`
• UTILITY POLE w
w a: la
C GUY WIRE w�
❑T TELEPHONE PEDESTAL
® DROP INLET w �.
�S SANITARY SEWER MANHOLE
wv
D4 WATER VALVE w w
FIRE HYDRANT
y, + 0 WATER METER w w a+ w w w a+ w• w w a+ w• w w`
w ® CATCH BASIN w 4' 4 4' 4
w oco CLEANOUT
RIP RAP w
w ASPHALT w w w w w
w
41 SOIL �. .�
Ya
Itt, •.�• w w ., •? w
2gS / a
319
0
3»
EX CI #11603
\ w HOOD: 292.76 /
\ 29� INV IN: 292.02
INV OUT: 287.55 (11588),_--'
h
5
G
1
i
r
1
1
I
/
PP4
EX CI #11591
HOOD: 297.33
INV OUT 291.69 (11588) 114, CO., '
GRATE: 294.56
SHELF: 290.42
3OTTOM: 285.51
Q
409 Chicago Drive - 5uife 112
Fayeff iLe, Nor-Eh Carolina 28506
`\ Fax: (91o91426 577/ 7
License Number: C-2554 \�
4P T
boLUTION INC
AENGNEE2ING A 5U 2VEYING A, GP_') A, CONhT2uCI0N LAYOUT A
319
316
REVISIONS
\ , \ EASEMENTS, CEMETERIES, AND FLOODy AREA S.
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS \ \ 7) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
TO C -211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD \ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH GRAPHIC SCALE
THROUGH A GRID TO GROUND ADJUSTMENT USING THE \ PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MIGHT ARISE BY REASON OF ENCOUNTERING
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE UNRECORDED LINES OR OF LINES BEING IN DIFFERENT 30 0 is 30 60
PERFORMED ON JULY 26, 2010 USING TWO TRIMBLE 5700 CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND LOCATIONS THAN INDICATED ON THIS SURVEY.
RECEIVERS. \ SEAL THIS 17 DAY 0 SEPTEM6 A.D., 2012. 8) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP # 3710958400J OF THE FLOOD
INSURANCE RATE, DATED OCTOBER 3, 2006. ( IN FEET )
JSS�il _____ ________ _________9) THE RIGHT —OF —WAYS AND PROPERTY LINES ARE SHOWN
PROF ONAL LAND SURVEYOR — L -4571 PROFESSIONAL LAND SURVEYOR — L -4571 HEREON FROM HARNETT COUNTY GIS INFORMATION. 1 inch = 30 ft.
400r, or
y '000"
w
w
w
�• w
/
CHECKED BY:
JIMMY
PROJECT NUMBER:
/
HORIZONTAL:1 " =30'
I
w
/
DATE SURVEYED
MARCH 15, 2012
f
1420
SHEET NUMBER
w w
C— 1 •
w w
41 41 w
w w
w w• �
w
w
•�
w
w• u^
w
w
•�
w/
5
G
1
i
r
1
1
I
/
PP4
EX CI #11591
HOOD: 297.33
INV OUT 291.69 (11588) 114, CO., '
GRATE: 294.56
SHELF: 290.42
3OTTOM: 285.51
Q
409 Chicago Drive - 5uife 112
Fayeff iLe, Nor-Eh Carolina 28506
`\ Fax: (91o91426 577/ 7
License Number: C-2554 \�
4P T
boLUTION INC
AENGNEE2ING A 5U 2VEYING A, GP_') A, CONhT2uCI0N LAYOUT A
319
316
REVISIONS
\ , \ EASEMENTS, CEMETERIES, AND FLOODy AREA S.
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS \ \ 7) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY WITHIN THIS MAPPED AREA MAY NOT BE SHOWN ON
UNDER MY SUPERVISION. THIS GPS SURVEY WAS PERFORMED THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
TO C -211 FGCC SPECIFICATIONS RTK GPS WITH VRS FIELD \ I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH GRAPHIC SCALE
THROUGH A GRID TO GROUND ADJUSTMENT USING THE \ PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT MIGHT ARISE BY REASON OF ENCOUNTERING
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WAS MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE UNRECORDED LINES OR OF LINES BEING IN DIFFERENT 30 0 is 30 60
PERFORMED ON JULY 26, 2010 USING TWO TRIMBLE 5700 CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND LOCATIONS THAN INDICATED ON THIS SURVEY.
RECEIVERS. \ SEAL THIS 17 DAY 0 SEPTEM6 A.D., 2012. 8) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP # 3710958400J OF THE FLOOD
INSURANCE RATE, DATED OCTOBER 3, 2006. ( IN FEET )
JSS�il _____ ________ _________9) THE RIGHT —OF —WAYS AND PROPERTY LINES ARE SHOWN
PROF ONAL LAND SURVEYOR — L -4571 PROFESSIONAL LAND SURVEYOR — L -4571 HEREON FROM HARNETT COUNTY GIS INFORMATION. 1 inch = 30 ft.
400r, or
y '000"
w
w
w
�• w
w
CHECKED BY:
JIMMY
PROJECT NUMBER:
512
HORIZONTAL:1 " =30'
I
w
DATE SURVEYED
MARCH 15, 2012
f
1420
SHEET NUMBER
w w
C— 1 •
w w
41 41 w
w w
w w• �
w
w
•�
w
w• u^
w
w
•�
w/
co
N
4
ti
q
CLIENT
ODELL A. SMITH
PROPERTIES, I.I.C.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
w
w
SURVEYED BY:
RON
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
512
DRAWING SCALE
w
HORIZONTAL:1 " =30'
I
w
DATE SURVEYED
MARCH 15, 2012
f
SHEET NUMBER
w
C— 1 •
w
w

w " * "'
g� ",
s
SR27Sy �2 / > w >
® p?� OVERLOOK RD. / w w - „, w
LINDEN yeti w w q, w w
OAKS SITE � �• w w
w
e WILSON DR• w � � w "w
OK\ w w
a / • w
0
e�
"•
oZ w�w , "
\ 0 V w w
, /411�� - \ Z
_.,..' ,
? 11 .. w
"I.
I'll"
DESCRIPTION
/
K", ­­-,
"",', 11, 'll I'll
\
/
_­ I
`ll"11
r I", '\ )_ - I ll I ", 1,
11
- ,.�4,5 N�11 ,
M� 1�'
1, ll"l l,
,
NONE
/
% I 1, l I ��11 ­,
11 I" ,, ",
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
,
�
/
� \ \`, ,,.
,,
SLOPES STEEPER
SITE NOTES
1.,
GRADING NOTES
` .,,-,,,EROSION CONTROL NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
1. TEMPORARY EROSION CONTROL FACILITIES AND /OR PERMANENT FACILITIES INTENDED
14 DAYS ARE ALLOWED
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE WITH
TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
FLATTER
CONTRACTOR.
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
".., BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR AT THE EARLIEST
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
THE CONTRACTOR SHALL INSPECT AND MAINTAIN ALL EROSION
POSSIBLE POINT DURING CONSTRUCTION.
NONE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE
2. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
WITH SLOPES FLATTER
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
ON NEIGHBORING ROADS.
�M PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
r•�
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
\
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND'-.11
3. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO PUBLIC
"\
DAMAGE INCURRED TO EXISTING UTILITIES DURING
ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL BE
`­ 11 , AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS WHEN
\
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
',,,, TRACKING OCCURS.
CONTRACTOR'S EXPENSE.
BEEN COMPLETED
""' ��, 4. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY -FIVE (25) FEET FROM ANY PUBLIC
11_11,11N
3. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE SITE, THE
3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR
OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN,
GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES
AND THE OWNER TO PROTECT ADJACENT PROPERTY, THE
" \- DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR OTHER MEANS.
TO VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES.
PUBLIC AND UTILITIES DURING GRADING OPERATIONS. THE
„ CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE
\ 'T \ w __ ALL DAMAGE INCURRED TO EXISTING UTILITIES DURING CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND _", PILES TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO LESS
\ o� w w w / _; CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN THAN FIVE FEET HE DRAINAGE/GUTTER UTTER LINE AND SHALL BE COVERED IF LEFT
OR NOT ON THE PLAN F T I E/G
w / ' CONTRACTOR'S EXPENSE. MORE THAN 24 HOURS.
1 I 4. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACE
-. � 5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND '°'\ 5
," _ ,� UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
" " w „ � ACCORDANCE WITH STATE AND LOCAL LAWS AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PLANS. ,.„ 1. ,: TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
( /
NORTH x � REGULATIONS. \O THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO ANY „' REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES I "
w w � / , 'l , w ", \ \ �S� Qg UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. IMMEDIATELY. \ .
w \ �0� 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH \\ , 6. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE BEEN
VICINITY MAP w w w w DURING AND AFTER GRADING BY THE CONTRACTOR TO \ "- FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
C CONS RUCT ON OPERATIONS ARE NOT ACT VELY UNDERWAY AGAI ST ROSION DU T
" ;, ", w w " ", w w * DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT IS 7 „ T I I N E E 0
, ," d. � :� ... �., ". , ,# �, w ,„ \ \ DETERMINED THAT THERE IS A SLOPE STABILITY PROBLEM THE RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, � ll
w- w w " w ENGINEER OF RECORD SHOULD BE NOTIFIED.
NOT TO SCALE w " ," EROSION CONTROL MATTING, AND /OR SODDING AND STAKING IN GREEN SPACE AREAS
w w � 6~ 6. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD
w \ „, AND OTHERWISE APPROPRIATE MEASURES. USE EARLY APPLICATION OF GRAVEL BASE
'� ,V u.... -w � BE GRADED WITH 3:1 SLOPES AND SURROUNDED BY SILT
x....x. x.......w .m .............. �... � _ W....�• � .. w � w \ � TBM FENCE. ON AREAS TO BE PAVED.
" '" w w 7. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
/ `" w H.• * H.• „. �- $' � " 4D NAIL 10991 7. APPROVED COPIES OF THE GRADING AND EROSION CONTROL AL STABILIZATION AND PERMANENT 'l
If, w 11 � 1 .__„- _ s (, � ti # PROTECTED AREA HAS UNDERGONE FIN
x "\ a / # SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN \
x.,- w w. w
m.... lil w w � . '. � 6 `' . 1 99 528.80 PROGRESS. 8, L MEASURES SHALL TAKE PRECEDENCE OVER
N 3
E 1, 9'''„
VEGETATION HAS BEEN ESTABLISHED
°" ELEV: 317.28 8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL,
w w.. ALL OTH RL CONSTRUCTIONSACTIVIT ES. 0
M M
) r � NC GRID NAD 83 REMAIN IN A CONDITION SUCH THAT THEY CAN TRANSPORT
w 0, , , 9. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND PERFORMANCE
:„ „ w w w w w ,v > w ", GROUND STABILIZATION CHART w w v w w " w w " O)' (NSRS 2007) \ THE NATURAL DRAINAGE UNTIL FACILITIES TO HANDLE THE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
LEGEND: ,,- w w w " w ` \ NAVD 88 \ STORM WATER ARE CONSTRUCTED. THE CONTRACTOR SHALL 10. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
N/F - NOW OR FORMERLY `" w " `"
R/W - RIGHT OF WAY W w w , w ". - � /
'i, >"
RCP - REINFORCED CONCRETE PIPE
w * �,
DIP - DUCTILE IRON PIPE > * w
DI - DROP INLET � '# '° w
CI - CURB INLET w w
FES - FLARED END SECTION 4 w w �'
PROPERTY LINE w
ADJACENT PROPERTY LINE w "
TIE LINE
- RIGHT -OF -WAY w w �/
ss SANITARY SEWER LINE w
SD STORM DRAINAGE " w ,� "/
wL WATER LINE
// OVERHEAD UILITY
• GUARD RAIL
-LM-LM-LIMITS OF CONSTRUCTION
- SF - SF - SILT FENCE LINE
BENCHMARK ' w
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
512
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
� \O `••,. \ BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING AND OPERATION FOLLOWNG EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE
' ' O NATURAL DRAINAGE PATTERNS.
' w w ", ,W, / " „,,. \ �, \ LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO,
\ "" \ 9. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD
`� " �`I , .. �\ " \ F RECORD PRIOR TO MAINTAIN ALL PRACTICES AS DESIGNED.
\ BE REPORTED TO THE ENGINEER 0
°~ 11. PURSUANT TO G.S. 113A- 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL
" ^ \ `� „ \ IMPLEMENTATION OF THE CHANGE. BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
ao I I 1 10. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, 1. 11 / x• - -x.. ' "% � 40 ll" , 5' SIDEWALK S75 SLOPES LEFT EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY
\ MORE SHALL BE LINED WITH NORTH AMERICAN GREEN
w '` w` TEMPORARY EROSION CONTROL BLANKET OR EQUAL
v�� `.> PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
l M 3oy',,, \ ♦� SUBSTITUTE.
w w '; 8., X11 PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN ll
/I , /.- - / V `•.„ \� O "'' \ EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND
N ", w - I. poor .. m'I � O� \ COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED
,,.
F~
(.x „/ � " ' AREAS WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
1 � „. 4�C \ \ , FOLLOWING COMPLETION OF CONSTRUCTION DEVELOPMENT.
w w \ 'I \ 12. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
}__' \�bS,o" \ a" \; SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT / w w � C DURING THE COURSE OF CO CONSTRUCTION. "
v \ 301. \ I E N 1;,
w � \\ � 299 WETLAND IMPACT 13. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED f' i\
ACCORDING TO THE DETAILS HEREIN
w (`'� r �P AREA (3,779 SF) "" 'll
c ,' ":, , 14. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS KEN
\\ CI -3 °,, SMITH CONTACT 910 - 497 -2020
...,.�. � w � , ,. 1 \ ! \
s>,
V w 3.,. (A` w r ;
, ;
'klal G w `% 1,. s ..... 00 "9O) m, 1 �� 7� C1iJ � \ P "\'`, ..,„, t x,
, , \ w .. ..
,
ry
\F, . w w w/ `\ oa V o� w , \ N `L� P ,
IF QF,� w O \ �`� Sgt
I EM ELECRICAL METER w �� jcx \ `,, O,\/ �OG�, w w w''� .., <.ra �, RELOCATE EXISTING O '" ....w f,, ,,.„�...., 41 w .. ........�. _ a:,
'., 11 Ee ELECRICAL BOX " " w\ �����4j, " w ;Y }r= w \ ,, \ SILT FENCE CONSTRUCTION S Q ENCE ff
PPMB MAILBOX �- * $ w r , X , OG // / �� �$ ,'„ \ `v. \ "n, E U I .,. \, 1. OBTAIN ALL NECESSARY PERMITS AND APPRO A HOLD
s# „ ' O VALS ND is
• UTILITY POLE 00�' / " " \w r ,�,� / .x...�, w v 1 PRE CONSTRUCTION CONFERENCE. .1 f'" "
C• GUY WIRE w w V / % ,„ J 2. INSTALL STONE CONSTRUCTION ENTRANCE WHERE SPECIFIED. r�
❑T TELEPHONE PEDESTAL w w Z.- w/ 001 BOG / \ w o° ' 3n�i \, '' 3. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO ff
w
EMI INLET ,� ,� ,� �iW / ;3 }: � ��_ �c�31^� `.�� '� � �, '" � ,•.4 � ,� f ­11.11 _.
AREAS REMAIN GRASSED fx
G / , � w \ # 4. INSTALLRTEMPORARY SILT FENCE AS SHOWN. WW ff
\S SANITARY SEWER MANHOLE w w ,..x ,3,3 ,� \ U 5. INSTALL UTILITIES ' "
11
w w w w w w w 11 ..wp' / 2, ,� w CT .I 6. PERFORM FINE GRADING. 5:,`" \"
D4 WATER VALVE f .x. , / � �� w a ' \ 1
w w w w w w.. / "; �� ��' 1 a� 00 \ �, 7. INSTALL AND PREPARE BASE COURSE. x 11
", \. , .. ,g ," ,w .{w rr +� ,,' .., , der"' Wry ✓;
w 'FIRE HYDRANT
w www
w w yY° ." w ". ," w ". ,� w ". ,� w ". O / OWNER TO OBTAIN h n s \ 8. PAVE ROADWAY. d\
w * w , ? 7r \.... „v YIW II. <' -;,S ;1 �. d . ,, ddr'' ;d,
w /// PERMISSION FROM " tS \_ 9. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED � W
w ❑❑ WATER METER " w ,, w w ,, w w w � ,, w w w w w �, " " w " ", w .,,.,,. w ,- !' OG �� \ ;
w w LOT 1 OWNER PRIOR
w \
\ \ N 4 ',
w ® CATCH BASIN „. w w w w w w w 70^ / # l `� A' ' AREAS. W
TO GRADING OUTSIDER W O G ,,,y- ,x 10. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO ,
* w CO w ... 'i w ... 'i w . 'i �, ,. w w w w� / / 2
q ,r,,
CLEANOUT w w .a w l rx ".00,
w w w w w ,� 3 / G "` / I /J �j 5' x. \ If,
I w 0INLET PROTECTION w I' r O� b0 x \ w . •v ,y 1 F \ '_" 11. ALLIOEROSI N CON ROL M ASURESESHALL BE MAINTAINED AS 10"
w
��� J- r,: o ' \.w w „y �P t, \ ' }• : ', ?4"� OUTLINED IN THE DETAILS WITHIN THE PLANS AND ACCORDING ,
rvr,rv��rv�'m RIP RAP 1, 11 "` A AREA .,�" '` TEMPORARY SILT
�\ :r "`J
I/
" w
a....1 / G/ 29in �' J ....... / TOTE R ER ION N �,,.'";; "
H L
I
NCDEN OS CONTROL MA UA
w.d •\ O FENCE (TYP) .�r (n O t Wd dd
" w ,, ,, 70 \, - � sk ? t I <�, \\ REMOVE EXISTING '/ ,W ;" /
w w ,.-/ ..,. / / �' \`�� �'• (.. 3 1STORM BOX AND PIPE �. " },,, " dd d /
w w w /
V w G: " „. Csa t h a
. 1 ,
w , \ t .�_.,�' �^ r f� \ .......1' L`',,.,�•' 0 ,a`" w C.I k, ='�.�I; s��'�.�'... �t;' � / / r,r'' ff'�` fr. �;rW -,>00�
o
w w w w \ \.,' C�1P,11 \: F. w iN 1 292 0 "I s{ I f �:W, / a 11 3� / ..•� CONVERT EXISTING CI W ". % I "• , w " ", , ,....,� /_ OG \ , rrc �,.„ ':. t =,�;I u".1•, .t'.v.: a 5 (11 � 8t�'..i �' _ ,,r''"� .� •�`""� '�'� " r r''"'� : I :" s .� � �, \ : TO JB. RAISE TO ELEV � 4" �
;NEW` INV IN 288.00 71
€� 9 \ , \ ; `�' w n n\ 295.00' /� a ` }
rr
/ z \ ? i, \ Off, 2 9 % } 4 ( CI 1 s : ff7
w w
w ^, r' 'k- BOG \ � - '� '; 2 6 t? H t t . I : , . \ ff -h % w � )U1,tit \ f" T3 F
1 , , 1 ;,
,. r` " f / '4, : ...., '` 4? ' ✓ .adds '' ,�:v
w , i ,� BOG \ �-� F PLO _ `i, F ®oQ !. -xf ffWd d f
O a
w O \,\ k. � �r R 5.87` LF ®17.03% f x } dd .�
\G �\G �`L G oo 70 '',5 /
t I .,�'.... / / ,. \ �� QG 0I -. ?�" �o��•\� CI -2 j_ f f f ffff
.k G 'C
w. ,
/ O S LIMITS OF CONSTRUCTION O
, % OG \ �� F' 0.65 ACRES '\ C\P,n I . x W`
„ mr,,,
11 t ........_ F\ ;, O '; V G °SCI -1
I , ,
//
, / ,
w
.,.,... \ \ v \.OG f
� ,• ,, OA �O ( 29 t � * , 'i,
;, ,r y5 5 \ TEMPORARY INLET"'•,. 1\ " 'o" r iffi , : // I 11 11 1 `; a / r Y . \ \ PROTECTION (TYP) "
I
l
2 XI U & GUTTER I „, '\ / ''. OG \ \emu' "
a
REMOVE &REPLACE
E STING C CURB GUT R I '' „ /
1 I t %/ I /70 / \ \ \ f f` (}I ° (fits / I
rv-� r' G _ �y�, \ ,. v r G S (- I `' 6 ... ', „. f 1;.. / I
/ '; .r ` \ \ TEMPORARY \ W "3 ...i { fff /
I
\ '', '', / G \ CONSTRUCTION s 4 y �F, ".
�, � � ., O \ } r /
, 70 ', \� \ \ ENTRANCE OG � �� g�� f, /
.... `.._/ .� �� N p REMOVE & REPLACE `� 0\ \G /'ii i
\ � ',,,, OpA \,O� , \\ (` _/ O Py0 \ EXISTING CURB &GUTTER ""11 0 � ADO Q\ I ry .: i
1 ,., ",� IF gOy 00 \ A AN ;{ N.::I; I ,O' ���5 INV O 9 ,66 (11561.3
/•.,
I
/ \, P 0 G \ x #115,24. P
F
i „\ 001 \,O? \ � PP�G� qG �p \ 1GRtt 1. { •$: � C = 1 i � , ���� ...„ , /„
\, / \ ��\F O� F S \ / INN Ih� 2,82' (, fz!m) ,jai..,° �£ "/ l"K ��\ f \ QG% \ I'll >� � INN rOU 2.82 (`1 3 „ / t s.. G
\ / '1
\ z a , .. ...,. i,
.....rr
a 0110 <_\(,(,,��-�,V�`11 r \ \ " / a EX C1 / 3 3 , P �' ti
11 / \ \ \ l", / A., NV IN, 286,1 � "1561 x ,9�. \a ,��� \ 0�
i
rv. ry I
,C \
\ -. \ WN ... i ... S \`� ll " ,%\,,�,, � I Ill - �r\ I ... - I., ..... -
.
ti
, . I I'll- I �­­ l \ 1/1-1- .--.. - _­ ­_­ - 1
\ f .. ' „
\,
\ My n '\ ..
\ \ \ \ -, l', 11 �, ­�
\ , ". "
, ,\ \�- w
\ � "' \, , _ Il
/ ta ,\ \\ w
\ ' w ,"\ ,j, � \ \
\ }
}
\ f, „ x...
\r
• " ' \ \ °
\ \ c \ £ \ .....-
„ I ,# w w W w , „ y. \ " t gg*
\ \ """' GRAPHIC SCALE w w w \\" \', \ CO w
11, l \ w w
\ \ ✓dd / 30 0 15 30 60 120 w w w w `�' , ', \'.,", w
Know what's b @IOW. } f w ;ryrv. � z " \\ 2 ....... \ .................
\ 3 w w \ \ ,,
C111 before you dig \ `' '
• \ f
\ \ ( IN FEET )\ 6F \ ., �,r : { '+ I
I, v w
I v v
" w w � w
\ \ 1 inch = 30 ft. w w w \ ~, "6,6 - ZeJ4 2 , "I
"` - � _ _ _ _ # # # �\` � \ Or 11 } ; / 4 ' ," ,r w ," ,w w ," ,w : '�', ik.y \ \ lea „.. w
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1- 800 - 632 -4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVEnTHE EXISTING UTILITIES \ LOCATED
1�
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506 �
Fax: [phone] \ \\\
License Number: C -2554 \
�
n i T \ \�
bOL_UTIONb,INC
AENgNEE2ING A hu2VEYING A, GP_') A, CON')T2uCI0N LAYOUT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SITE AND
GRADING PLAN
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
HORIZONTAL:1 " =30'
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C -2.0

O
J
0
LINDEN
OAKS
SITE
Ic
OK\ e
e 06
VICINITY MAP
NOT TO SCALE
LEGEND:
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
DIP — DUCTILE IRON PIPE
DI — DROP INLET
CI — CURB INLET
FES — FLARED END SECTION
—PROPERTY LINE
ADJACENT PROPERTY LINE
—TIE LINE
RIGHT—OF—WAY
_ss SANITARY SEWER LINE
SD STORM DRAINAGE
WL WATER LINE
// OVERHEAD UILITY
- - - - - - -- GUARD RAIL
TREE LINE
BENCHMARK
[Eml ELECTRICAL METER
[EBI ELECTRICAL BOX
[MB MAILBOX
PP • UTILITY POLE
C- GUY WIRE
M TELEPHONE PEDESTAL
EMI DROP INLET
2 SANITARY SEWER MANHOLE
>< WATER VALVE
Y, FIRE HYDRANT
U WATER METER
Iff CATCH BASIN
oco CLEANOUT
* PROPOSED SANITARY SEWER MANHOLE
• PROPOSED BLOW OFF
� PROPOSED PLUG
�,% RIP RAP
z
C.
N\
N\
TBM
4D NAIL #10991
N: 546,457.223
E: 1,991,528.809
MH-4 ELEV: 317.28
STA 4+05.53 103.28 L NC GRID NAD 83
RIM 300.87 (NSRS 2007)
INV OUT 290.60 (MH-3) NAVID 88
MH-3
STA 2+63.49 9.40 R N\
RIM 301.18
N V IN 290.07 (MH-4)
INV OUT 290.07 (MH-2)
MH-2
STA 2+28.45 5.00 R
RIM 301.17
NV IN 289.80 (MH-3) 0,
INV OUT 289.70 (MH-1) '000�
36.39 LF @ 0.74%
8" SDR 35 PVC
Vs
4" SDR 21 FIRE
LINE FOR FUTURE
DEVELOPMENT
EX C
�\v'O'N): 292.76
11`42 IN: 292,02
5 5 , 5
,,�NEW INV IN '288.00
TAP EXISTING
6" WATER MAIN
STA 0+42.2
GRA11 A,
XC 1 1,585,.*
BEN
#1
SCOTT
.0
-(
INV N':' 2' 82 "588)
(`1563\
INV
OUT.-,,�40 2.82
\6-
•
9-Ar.
MH-1
STA 1+30.31 0.00
\RIM 290.19
01 NV IN 281.10 (MH-2)
X
INV OUT 281.00 (SSMH #8142)
@ 4)
CONTRACTOR SHALL DETERMINE
INVERT LOCATION PRIOR
N
TO CONSTRUCTION
c�
<
""000,
X430"OoX
�Eo
.13
SSW -1 #8142 (CORE BORED)
Vs
4" SDR 21 FIRE
LINE FOR FUTURE
DEVELOPMENT
EX C
�\v'O'N): 292.76
11`42 IN: 292,02
5 5 , 5
,,�NEW INV IN '288.00
TAP EXISTING
6" WATER MAIN
STA 0+42.2
1
"., N1,
0
I
Og G � ,,•� f �� �r�
oo Or- I Az 0
10 90 CP 7
",0000e
RVA
-1
a
I �*
409 Chicago Drive ­5uife 112
fayeffe Le, Nor•Eh Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4P T L
bOLUTIONb INC
A L NqNE L P_NG A A, GP_') A, C,1N_')TP_L1CF10N LAY61LIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
UTILITY PLAN
CLIENT
ODELL A. SMITH
PROPERTIES, I.I.C.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
GRA11 A,
XC 1 1,585,.*
BEN
#1
SCOTT
.0
-(
INV N':' 2' 82 "588)
(`1563\
INV
OUT.-,,�40 2.82
1
"., N1,
0
I
Og G � ,,•� f �� �r�
oo Or- I Az 0
10 90 CP 7
",0000e
RVA
-1
a
I �*
409 Chicago Drive ­5uife 112
fayeffe Le, Nor•Eh Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4P T L
bOLUTIONb INC
A L NqNE L P_NG A A, GP_') A, C,1N_')TP_L1CF10N LAY61LIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
UTILITY PLAN
CLIENT
ODELL A. SMITH
PROPERTIES, I.I.C.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 512
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C -3.0

Q
0
N
O
N
V
N
W
w
W
0
a
O
v
310
305
300
295
290
285
0
tr k
�� l{ cp ,
� •A rrl Z \�/
. ...... _ r
ay'
X"
ro Y�
^rnN iY
C'j LO
7 N N I
I �
y�o�wy'ay`'y> Q; - QixCv
A00� �Ox4' L�� V V
OV O� .4 /rya /ry1
ro0
X ryal C'> A/
a
00
ACCESS ROAD
50' R/W (PRIVATE STREET &UTILITY ACCESS)
ROADWAY PROFILE -0 +50 TO 5 +00
h IUM h'UIIV 1 LLLV = )U1.4U
HIGH POINT STA = 2 +53.53
PVI STA = 1 +70.08
PVI ELEV = 301.85
A.D. _ –6.56%
K = 30.00
197' VC
LOW POINT ELEV = 293.65
LOW POINT STA = 0 +20.18
BEN
DRAWN BY:
BEN
CHECKED BY:
N
0
Un o_
c6coN
� I
I = _N
O = of : =
I
U) 0 O^ 0
00 r- m(N °
+o� coo CD
J M
I
N
0 o
n o
PVI STA = 0 +45.13
n' - N
N r) z o —�
I,N
PVI ELEV = 294.28
Q�
n
No0 =��»
n
+0Nj
Z r� rr)z o
OdH
+oz)
A.D. = 3.56%
�v~i
�cn–z
K = 14.00
z
�c~i)�zz
=<�o
50' VC
z
O
M N EE
/
/
\
O O
I
PROPOSED
GROUND
1
_
0.50%
..
c°o
77
J N _
Ui
�G
0 o j `j .xw. 36" MIN COVER (WATER)
'n O
n m
1� 00 N
LO
Cn0 n Loy _—
N I �NZ + NNE �� /...::: FUTURE
II cn �_ /... 36" RCP
om
II N Q N— — 6" SDR 21 WATER MAIN
I > > > RCP.
�N�_zzz
CONTRACTOR TO CONFIRM
DEPTH OF EXISTING WATER
—MAIN PRIOR TO CONSTRUCTION 30.00 LF
1.67% 18" RCP
TIE TO EXISTING
6" WATER MAIN
I'P
LO
N
+
> n
v H
to N
8" SDR 26 PVC
71.26 LF 00 -74%
36.39 LF ® 0.74% M
L ' M
N
N N N N N N N N N N
0 +00 1 +00 2 +00
3 +00
Q
. - .
N O O O 0 O 0 N �
4 +00
L M
n
O
II n
Q u
c~i> >
G�
l�
h
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4P T
boLUTIONb,INC
A ENGNEE2ING A 5U 2VEYING A, GP_') A, CON')T2L1CI0N LAYOUT A
REVISIONS
310 PROJECT NAME
I FOREST RIDGE
ACCESS &
,cs
UTILITY ROAD
300 ACCESS ROAD
PROFILE
295
290
285
111111610
5 +00
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
HORIZONTAL:1 " =30'
VERTICAL:1 " =3'
DATE RELEASED
120 SEPTEMBER 27, 2012
SHEET NUMBER
C-400

0
0
0
w
0
CONY
/NCR TOR
TO CONS ON pF
1off 0�
F
.0+00 130.31 LF @ 6.25% 8" SDR 35 PVC 1+00
s - SS SS
e -------- s 40 —
-A, 6' STA: 0+67.99 E
4' (.,HAIN[ INK FENC'
TOP 286.69
> 0 INV: 281.38
A
0'(00'
0
&0,
ID)
300
295
290
285
WN]
275
272
N/F
x. ODELL A SMITH PROPERTIES, LLC
D13 2285, PG 427
?0
.... . . .... 0
J
4l- S,
?9,3
p 0
//� 0 .3
00.4 '7 9 " 000
00
0
00 r*
2+00 299.78 LF @ 2.87% 8" SDR 35 PVC
SS SS SS Iss —
STA: 1+92.87
TOP: 291.64
INV: 285.29
SEWER EXTENSION
0"1 A 1k I I -r' A r-% X ff r% r- 11 A I r- r% r% . r- r% _r, A-% A . r- 0%
0
ft'
0,"
o
0,
0
.70
19
'5. 0 60
19
1 '-'a
7 46
J'
880 J
11�07
O(/T2900 9 9
2900 >r*.
S r
's' RJ
14,07
.7
06'1--Ild9> '00
<9,0 r
0
�My 3J
q9
C' +
08 -.j
C4 �' �' �/�' so.
(D '0 ' A', " -)/
01P
60
0+00 1+00 2+00 3+00 4+00
300
295
290
285
We]
275
272
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
409 Chicago Drive —5uife 112
fayeff il_Le, Norih Carolina 28506
Phone: (gio) 426-6777
Fax: (gio) 426-5777
License Number: C-2554
4P T L
bOLUTIONb, INC
A ENqNELP-ING A A, GP_') A, C,1N_')T2L1CF10N LAYILIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SEWER PROFILE
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
I PROJECT NUMBER:
1 512
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C-401

0
0
0
N
0
N
W
J
Q
W
0
0
U
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554
4P 51TL
bOLUTIONb, INC
A ENGINEL P-NG A 2VEYING A, GP_') A, CON')TP_L1Ci1ON LAYOLIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SITE AND
EROSION
CONTROL
DETAILS
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
6„ 18„
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
FINISH GRADE SF9.5A
30' BC -BC
3 R
�e
5 15' 15' 5'
2 ,
N.....
.. :: :: :: :: :: :: ::
e 2' oP
13 2
�� 13 S�
:..
3bOO' PSI CONCRETE .
8% 2 S F9 ♦ -8% :
o 5A 2%
, : III ..
'
- . ......... 6 CABC GROUP E
° 9 STBC OR
l.al .......,
......
e pe
(mq
24° _
rE
6" COMPACTED
6„ ABC
1 Shop
k
�. ....... w z -
z
COMPACTED
w
DUMMY GROOVE JOINTS EVERY 10'
SUBGRADE
�
EXPANSION JOINTS EVERY 50'
CARRY BASE COURSE 6"
BEYOND
(90' IF MACHINE PLACED)
AT ATIIONSAWTHOOTRSE
CURB AND GUTTER
NTS
NTS
NTS
1 24" STANDARD CURB & GUTTER
2 PAVEMENT SECTION
3 ROADWAY TYPICAL SECTION
STANDARD METAL POSTS 2' -0" IN GROUND
19 GAUGE HARDWARE CLOTH (1/4
MESH OPENINGS)
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
m
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
- ...... "" CONSTRUCTION SPECIFICATIONS
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
m
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
d 1. UNIFORMLY GRADE A SHALLOW DEPRESSION
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
APPROACHING THE INLET.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
' � - .................................. --- ••.m- ______ 2. DRIVE 5 -FOOT STEEL POSTS 2 FEET INTO THE GROUND
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND
TEMPORARY SEEDING /MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SEEDING MIXTURES:
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
„I+ THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
- APART,
........ ............................... {1 3. "t C
-""
(, ih� a. F.w� � 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
SPECIES RATE (LB. /ACRE)
SPECIES RATE (LBS. /ACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND /OR LAND DISTURBANCE.
p ti CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP
r °""" "" OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
IS RECOMMENDED.
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF - PRODUCING EVENT.
s xY 4
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
"" ...-- "° " " 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
............... ... A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
2:1 SLOPE GRAVEL FILTER 57 WASHED STONE PLACED TO A HEIGHT OF 16" WIRE AND SMOTH TO AN EVEN GRADE.
JANUARY 1 -MAY 1
SEEDING NOTES:
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
MINIMUM ABOVE TOP OF BOX 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
STABILIZED, REMOVE ACCUMULATED SEDIMENT AND
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ESTABUSH FINAL GRADING ELEVATIONS.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB. /ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LBJACRE.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
LB. /ACRE 10 -10 -10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
GROUNDOOVER.
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB. /ACRE OF GERMAN MILLET OR 15 LB. /ACRE SUDANGRASS. PRIOR TO MAY 1
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
APPLY 4,000 LB. /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
MAINTENANCE
TEMPORARY SEEDING /MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (112 INCH OR GREATER)
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB. /ACRE GROUND AGRICULTURAL
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
SPECIES RATE (LB. /ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LBJACRE 10 -10 -10 FERTILIZER.
REP NOTT TDAMAGEEE UNDERCUT
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
THE WIREM MESH DURING THE SEDIMENT REMOVAL.
.
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB. /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL - STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LBJACRE.
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6 GENERAL EROSION AND SEDIMENT CONTROL NOTES
7 HARDWARE CLOTH & GRAVEL INLET PROTECTION
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LBJACRE 10 -10 -10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
DESIGN CRITERIA
MAXIMUM a' o.c. AND ExcnvnrE A 4'X 8" THE BorroM of THE FENCE a" INTO rHE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB. /ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
LB. /ACRE 10 -10 -10 FERTILIZER.
AGGREGATE SIZE - USE 2 -3 INCH WASHED STONE
TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SEEDING SPECIFICATIONS
MULCH:
APPLY 4,000 LB. /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
IN LENGTH AND 12 FEET IN WIDTH THICKNESS- 6 INCHES MINIMUM
WITH 20 FOOT RADIUS AT EXISTING WIDTH 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
STEEL POSTS STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12 -1/2 GA STAPLES 1 -1/2" LONG. FABRIC THAT DETERIORATESTO SUCH
SEEDING MIXTURE:
-
ROADWAY POINTS OF THE VEHICULAR ENTRANCE AND EXIT
LINE WIRES EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
AREA, WHICHEVER IS GREATER
MIN. 12 -1/2 GA. REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MAINTENANCE:
SPECIES RATE (LB. /ACRE)
36' -0" MIN 4' -0" 10' -0"
6'. LENGTH- 50 FT. MINIMUM.
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40- 80(1 -2 LB. /1,000 FT2)
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
THE SELF FASTENER ANGLE STEEL TYPE.
"
EROSION OR OTHER DAMAGE.
•,,, ., , „ „° , b} %,,.. ._ . EXITS TO LI MIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
'u; .,.,n 4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
"• •z.,k„ • AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
SEEDING DATES:
FILTER FABRIC CONSTRUCTION VEHICLES. AVOID STEEP GRADES
2 -3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
u REPAIRS OR CLEAN -UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
TEMPORARY SEEDING /MULCHING SPECIFICATIONS (FOR FALL)
COASTAL PLAIN: APR.-JULY
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING MIXTURE:
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
ry.X 3 5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
SOIL AMENDMENTS:
REQUIRED FOR STAGING AND /OR BORROW AREAS AND
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
SPECIES RATE (LB. /ACRE)
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB. /ACRE GROUND AGRICULTURAL LIMESTONE
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
PRESSURE ON THE FENCE AS NEEDED.
RYE (GRAIN) 120
AND 500 LB. /ACRE 10 -10 -10 FERTILIZER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
STEP 1 STEP 2 5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
ACCEPTANCE.
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL APPROVED WHEN THE
SEEDING DATES:
AUGUST 15 - DECEMBER 30
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
OP
/
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
\G� MAINTENANCE
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB. /ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB. /ACRE 10 -10 -10 FERTILIZER.
LB. /ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
QJ MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
' SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
Posrs MAX a' O.C.
WIRE FENCE "HOG WRE"
�"`
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
S REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH
0'
/n, RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
_-
w A FILTER FABRIC
' '^� i
E
MULCH:
APPLY 4,000 LB. /ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
1 1"„;' -,.,,, . ( ¢ #9 WIRE STAPLES 1 -1/2" LONG
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
Pueuc ROnownvs.
;.
T
�,; „� d : �� .,,�� ;" F BOTTOM OF WIRE FENCE AND
&' _ } }p = FILTER FABRIC BURIED 8" IN
{
T w EXCAVATED TRENCH &TURNED
REFERTILIZE THE FOLLOWING APR. WITH 50 LB. /ACRE NITROGEN.
{ = OUT 4" IN THE TRENCH
MAINTENANCE:
'
.: .. SLOW
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB. /ACRE OF NITROGEN IN MARCH. IF
E
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBJACRE KOBE LESPEDEZA
i.,. ... ,I
IN LATE OR EARLY MARCH.
STEEL POST DRIVEN
za "INro GROUND
AGGREGATE �`L
A
6" MIN. THICKNESS
STEP STEP SECTION A -A
MAINTENANCE
2 -3" COURSE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEKAND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
NTS
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NTS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
4 TEMPORARY SEEDING SPECIFICATIONS
5 PERMANENT SEEDING SPECIFICATIONS
8 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
9 SILT FENCE
1/8" RADIUS �{ 1/8"
� ---- �JOINT SEALER
1/8" TO 1/4"
�. 4"
~n
4" 4
1..
1/2" JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
5'
ASPHALT
5" THICK CONC.
SIDEWALK
q . 4 ar "
f
NOTE:
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE - MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI. NTS
IN 28 DAYS.
10 CONCRETE WALK
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554
4P 51TL
bOLUTIONb, INC
A ENGINEL P-NG A 2VEYING A, GP_') A, CON')TP_L1Ci1ON LAYOLIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SITE AND
EROSION
CONTROL
DETAILS
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C -5.0

FINISHED GRADE
2„
r
NOTES:
AS NOTED ON PLANS
EXISTING
"xi`
1. CONCRETE SHALL BE 3,000 PSI MIN.
ROAD
ROAD SHOULDER
BRASS MARKER PLATE MARKED PLATE
1 "X BACKFILL TO EDGE
m
2. CONCRETE FOR THRUST BLOCKING SHALL BE KEPT
WITH ANCHOR
FAIRLY DRY, THUS MAKING THE CONCRETE WEDGE
SHAPE MORE EASILY FORMED WITH THE WIDEST
WATER DETAILS
3/4" CHAMFER AT
I
PART (BLOCKING AREA) AGAINST UNDISTURBED SOIL.
3. NO CONCRETE SHALL COVER ANY BOLTS OR GLANDS.
?
V EA. CORNER
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ e
4. ALL PIPING AND ACCESSORIES TO BE WRAPPED
WITH 10 MIL. POLYETHYLENE PRIOR TO POURING
z BACKFILL AS �
m M
1 "
CAST THE LETTERS MV IN
BLOCKING.
INDICATED
X
m;„
ONE FACE OF THE CONCRETE 4 #3 BARS
PRECAST CONCRETE
5. VOLUME OF THRUST BLOCKING SHALL BE AS SHOWN
o Z io a
1 cv r�
MARKER AND ORIENT TOWARD
PROTECTION RING
ON THE THRUST BLOCKING SCHEDULE.
;�
o �'" THE ROADWAY
J z
X
I
� w
o N
45° BEND
ROTATE MARKER TO OTHER END
=_ En
NEW WATER LINE SERVICE LINE TO
FOR BLOW —OFF
N °a
CORPORATION METER CONNECTION
X
SERVICE SADDLE — A.Y. MCDONALD COCK —A.Y. MCDONALD
STYLE HINGED 3891 FOR 3/4"
VALVE NO.
SERVICE SADDLE — A.Y. MCDONALD
8 12p
TRENCH WIDTH
4" SQ. PRECAST CONC.
CLIENT
25 FT.
"
6 MIN.
PIPE O.D. + 18" FOR PIPES UNDER 33" O.D.
POST (4000 P.S.I.)
m
PIPE O.D. + 24" FOR PIPES OVER 33" O.D.
NOTE:
PLATE WITH VALVE NUMBER,
DIRECTIONAL ARROW— POINTED
ODELL A. SMITH
1. "SERVICE CONNECTION" IN PROPOSAL TO INCLUDE SERVICE SADDLE,
TO MARKED VALVE & DISTANCE
VALVE BOX VALVE OPERATOR NUT
BEND, CORPORATION COCK AND ALL LABOR INVOLVED IN
TO THE NEAREST FOOT.
MAKING A COMPLETE SERVICE CONNECTION.
MA
PROPERTIES, I.I.C.
A A
2. SERVICE PIPING TO BE 3/4" COPPER OR POLYETHELENE (SEE SPECS)
6" MIN.
�
3. ALL BRASS FITTINGS SHALL BE COMPRESSION TYPE
A X
q
NTS
NOTES:
NTS
NTS
PAINT MARKER BLUE AFTER INSTALLATION
X HYDRANT TEE
400 Odell Road
g TYPICAL WATER SERVICE CONNECTION
9 TYPICAL VALVE MARKER DETAIL
10 TYPICAL VALVE BOX DETAIL
MIN.1 /3 C.Y. AT 3000 P.S.I.
PLAN TEES
Spring Lake, North Carolina 28390
a
Phone: [phone]ar
N
PLAN BENDS
Fax: [phone]
N
18" MIN.
O
VALVE BOX
•
J
6 " -8" EXCESS
LOOPED IN PLACE EMPTY VALVE BOX ALS WHERE
TRACER WIRE BOX VALVES DO NOT OCCUR &APLACERTRACER WIRE
PROJECT INFORMATION
m
°
NOTE: NO 1
EXISTING STORM SEWER
cn cn
r
DRILL HOLE PRECAST CONCRETE PROTECTION RING
IN VALVE BOX
BACKFILL TO EDGE
DESIGNED BY:
BEN
•
a
_
FOR TRACER WIR
FINISHED GRADE
24 MIN.
DRAWN BY:
BEN
—
18" MIN. — 10" O OR LESS 21
••
i
;;,
SCOTT
24" MIN. — 12" O OR LESS..
®.� . ...Il..:i„
—= ............ 111.I
5
PROJECT NUMBER:
"
NOTE.
ENCASEMENT AREA TO INCLUDE
Q
AT PIPE INTERSECTIONS, MULTIPLE
DUCTILE IRON PIPE ONLY
z
VALVES, RUN WIRE UP AT ONLY VALVE BOX VALVE BOX
o
ONE VALVE.
°
SINGLE 12 AWG SOLID CORE WIRE
0
WATER
MAIN
PIPE
90° BEND
45° BEND
221/2° BEND
11/4° BEND
TEE
PLUG
ui
NOT TO SCALE
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
o
N
N
4"
8"
12"
8"
8"
6"
6"
6"
6"
8"
9"
10"
16"
6"
10"
12"
8"
10"
8"
8"
8"
8"
10"
10"
12"
18"
P.V.C. PIPELINE
8"
15"
13"
10"
10"
8"
8"
8"
8"
10"
12"
12"
24"
6
LENGTH OF ENCASEMENT
TO BE STORM SEWER
10"
16"
14"
10"
12"
6"
10"
6"
10"
11"
14"
14"
25"
9
TRACER WIRE TO BE LAID �_
GATE VALVE
2IP 0" PORSAS DSHOWN
DATE RELEASED
12"
20"
16"
12"
14"
8"
12"
8"
12"
14"
16"
16"
30"
N
UNDERNEATH WATER LINE
ON PLANS.
14"
22"
18"
14"
16"
10"
14"
10"
14"
16"
18"
18"
34"
SEPTEMBER 27, 2012
16"
26"
20"
16"
18"
12"
16"
12"
16"
18"
20"
20"
36"
a
a�
NOTES:
SHEET NUMBER
i
1. DRILL HOLE IN VALVE BOX TO INSERT TRACER WIRE,BRING UP TO INSIDE AND ROLL UP AT LEAST 6 " -8" EXCESS
2. PLACE TRACER WIRE IN VALVE BOX AT 1,000" INTERVALS OR AS NOTED ON THE PLANS, TYPICAL
N
co
NTS3
BRASS SCREW TO THE VALVEEBOX.ING A NEW SPOOL. INSTEAD INSTALL A VALVE BOX AND ATTACH EACH WIRE WITH A NTS
NTS
-5ml
7 THRUST BLOCK DETAIL
11 TYPICAL TRACER WIRE INSTALLATION
12 TYPICAL STORM SEWER CROSSING DETAIL
co

0
N
O
rn
J
Q
W
0
N
U
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554
4P 51TL
o�u ION
� T b• INC
A ENgNEE2ING A 2VEYING A, GP_') A, CON')T2L1CI0N LAYOLIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SEWER DETAILS
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
12"
10344
GENERAL NOTES:
HAND PLACED
DENSELY COMPACTED
1. ALL FIELD WIRING CONNECTIONS BETWEEN PUMPS,
FLOAT SWITCHES AND CONTROL PANEL SHALL BE MADE BY
LICENSED ELECTRICIAN ELECTRICIAN.
O O
O O
BACKFILL TO 1 FT.
�,\
\v ��7p
2. P.V.C. END CAP GLUED TO ELBOW AND
Sys"
O 1%$' O
ABOVE TOP OF PIPE ; £ ..... ....... ....... ......
f
PERFORATED WITH 16 EA. 0.12" DIA. HOLES MAY BE
O O
..
USED IN LIEU OF THE BIRD SCREEN.
BEDDED PIPE PIPE
O.D.
FWD
3. RUN FLOAT SWITCH WIRES TO TERMINAL STRIP IN JUNCTION BOX
D/4
FROM WETWELL AND FROM JUNCTION BOX TO CONTROL PANEL.
MINIMUM STONE
EMBEDMENT AS _ � � D/8 >_3
4. ALL ENCLOSURES SHALL BE NEMA 4X STAINLESS STEEL.
INDICATED. GREATER IF
REQUIRED BY s--��
5. WIRE SIZE AND CONDUIT SIZE MAY VARY DEPENDING UPON
PUMP REQUIREMENTS BUT 1" CONDUIT SHALL BE MIN SIZE.
COPOLYMER POLYPROPYLENE
MANUFACTURER IT
Y2 PIPE
6. PUMP STATION BASE TO BE MANFACTURED SPECIFICALLY FOR
PLASTIC M.A. INDUSTRIES MODEL
SHAPED STONE O.D.
DIRECT MOUNTING TO OPEN TOP, 6' DIA. MANHOLE AND
PSI -PF OR APPROVED EQUAL.
TO PROVIDE BEARING 24" + O.D. MAX.
SHALL BE PROVIDED WITH ALL MOUNTING HARDWARE AND
ANCHOR BOLTS. ANCHOR BOLTS SHALL BE HARDENED ALLOY,
ALONG ENTIRE LENGTH 12" + O.D. MIN.
5/8" DIA.
OF PIPE BARREL SANITARY SEWER
9y81
7. CIRCUITS SHALL BE IN DIRECT BURIED RIGID STEEL CONDUIT
(0' -8' DEPTH)
A MINIMUM OF 18" BELOW FINISHED GRADE.
PIPE LAYING
FRAME & COVER
8. COORDINATE GENERATOR RECEPTACLE WITH OWNER.
1y4" 3Y8
CONDITION "A"
23.5"
NTS
NTS
2" 1
3 GENERAL NOTES
4 POLYPROPYLENE PLASTIC STEP
HAND PLACED
DENSELY COMPACTED -I 1 ......I ........................y '
COVER
BACKFILL TO 1 FT. — — — ..........
ABOVE TOP OF PIPE L...f.# .... ........ ........ ..........
......................BEDDED PIPE ®PIPE
FINISHED GRADE USE MIN. 4 EA. 3/8" ANCHOR
NOTE:
NOTE:
— - O: D.
BOLTS TO SECURE FRAME TO MANHOLE
1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADE
V inside EASEMENT SHALL BE PROVIDED FOR SERVICE
D/2
D/8?3"
TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.
RW CONNECTION WHERE SERVICE CONNECTION IS PLACED
CAST IRON VALVE BOX
MINIMUM STONE
1.5" MIN.
2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE
OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS.
W/ CHARLOTTE HUB
EMBEDMENT AS i -
EXCEED 90 DEGREES.
INDICATED. GREATER IF �
BASE COURSE BASE COURSE
3. SEE DETAIL S -24 FOR TYPICAL MANHOLE STRUCTURE.
(
REQUIRED BY 11nY in.
STD. MANHOLE '
BRASS PLUG AND CAP
MANUFACTURER
RING & COVER 6" MIN
X2 PIPE
SHAPED STONE O.D.
TO PROVIDE BEARING 24" + O.D. MAX.,
x
......
ALONG ENTIRE LENGTH 12" + O.D. MIN.
I�IW____E RAM -NEK
;
;I...... ........,1 '
OF PIPE BARREL SANITARY SEWER
SEALANT
COMPACTED FILL COMPACTED FILL
4" PVC VERTICAL
(<$' -16' DEPTH)
� . �;
SCH 40 PVC VERTICAL
PIPE LAYING
3 0
MAX.
CONDITION "B"
NOTE:
�O
4" SWEEP WYE
STOP AT R/W SCH 40 PVC
FRAME CONCRETE ENCASEMENT SHALL ONLY BE
SLOPE
SERVI CE LINE
USED IN AREAS WHERE COVER IS TO BE FLUSH
1y�
SCH PVC
WITH PAVEMENT OR CONCRETE. CONCRETE
45° SANITARY TEE IN -LINE WYE
ENCASEMENT SHALL NOT BE USED IN
(SAME MATERIAL FITTING FOR NEW
NON - TRAFFIC AREAS AND ABOVE GRADE
AS MAIN) CONSTRUCTION OR
INSTALLATIONS.
ROMAC -CB SADDLE
PLUG FOR TAP ON EXISTING
s, Ooh
(DO NOT GLUE) SANITARY SEWER MAIN.
TEE BRANCH
SLOPE MIN. 1%
SANITARY SEWER
MAIN
NTS
NTS
NTS
NTS
1 PIPE LAYING CONDITION
2 STANDARD MANHOLE FRAME & COVER
5 MANHOLE INVERT
6 SEWER SERVICE CONNECTION
NOTE:
IN NON - TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE
INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR
AT LEAST 1 FT ABOVE FLOOD STAGE.
TRENCH WALL
STANDARD MANHOLE
RING AND COVER
EXISTING WATER LINE
USE 4 EA. 3/" ANCHOR BOLTS
TO BOLT FRAME TO SPACER.
8" USE ROPE MASTIC SEAL
BETWEEN FRAME AND SPACER.
8" MAX. FOR SPACER
2-0",3-0" MANHOLE STEPS
OR 4' -0" 16" O.C.
ECCENTRIC SEE DETAIL S -25
TAPER UNIT
24" MIN. CLEARANCE
JOINTS SHALL BE SEALED
s WITH A RUBBER O -RING
- D.I. SANITARY —
GASKET OR ROPE MASTIC SEAL.
SEWER
CEMENT GROUT ALL JOINTS
INSIDE AND OUT
E EE. ..............E EE
r. S
RISER UNIT
4' DIA. MIN. 5"
1yZ':12" SLOPEr
} t }
8" MIN. X
ON ALL INVERTS BASE UNIT
}.. }....t:... r L }..tx ...
*.." i....✓ "- Y'. " "� Y '• .. i.....;•a -tiY. 8-'-- UNDISTURBED SOIL
EXTENDED BASE BRICK & MORTAR INVERT
I 1 """' 'v I""
(REQUIRED OVER 12').
40
12" MIN. 12" MIN.
MIN.
UNIFORM STONE #57
NOTE:
WIDTH A
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED
REQUIRE
UNDERWATER LINE FOR ALL CROSSINGS.
MIN. 6" GRAVEL BEDDING
NOTES:
1. SEE DETAIL S -28 FOR TYPICAL INVERT. NTS
NTS
7 STANDARD PRECAST CONCRETE MANHOLE
8 WATER LINE CROSSING FOR SANITARY SEWER
409 Chicago Drive - 5uife 112
Fayeff iLe, NorEh Carolina 28506
Phone: [phone]
Fax: [phone]
License Number: C -2554
4P 51TL
o�u ION
� T b• INC
A ENgNEE2ING A 2VEYING A, GP_') A, CON')T2L1CI0N LAYOLIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
SEWER DETAILS
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C -5.2

a
O
O
N
O
m
N
0
N
J
Q
W
0
m
v
vM
z
N00
o7�o =a
= =Z>M
Z =oO�
M
* qz
NO
Z
M
Z
W
y
_ _
0 co
= D v
C
2 v
M>
CO) Z
ZO
n
O
X
BACK OF CURB
X12 SECTION Y -Y
RISER HT.
VARIES
8"
MIN.
...........
\NI-IFRF' n" Tnl R" PIPE IC I ICFf1
FRAME. GRATE AND HOOD
b TOP ELEVATION
6" B
T E
o..... 8
8" D 771- MIN.
MIN.
6" MIN.
SECTION J -J
WHERE 30" TO 36" PIPE IS USED
NOTES: MORTAR JOINTS 1/2 "± 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
4 USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
USE #4 BAR DOWELS AT 12" CENTERS.
PROVIDE ALL CATCH BASINS OVER 3-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOR 8' -0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8' -0" IN HEIGHT, USE
12" WALL TO 6-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
6' -0 ". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1 ".
DRAWING NOT TO SCALE.
WHERE 42" TO 54'' '
' PIPE IS
OTE
z
000)
QaQ
Z
OQaOZ
WaZ ==
LL a
goo
W
NH1�-zJ
00FA-
za>
1 0°
w
O
LL Z
Z y
m a
Z V _
~ Y N
T
c �MM
W
Z
W
TOP ELEVATION
TOP ELEVATION
M Y,
z 1 - - p W
W r J� B,!" E A W W
N N SECTION Y -Y 6" c 6" _ Z d
_ 0 Z D :' D ° Q a
RISER HT. I °
C D VARIES +
'a= v 6" T SECTION J J Q Q H
W WHERE 30' TO 36 PIPE IS USED r 4� U N
M ��w C� "r. n` SEE NOTE SECTION M -M N 04
N Z WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED co Ye
ZG) RISER HT V
T VARIES J
- - - -- - - - -- J J M o M W m
B
6.. A N: a; A
WHERE 42" TO 54" PIPE IS USED 1 1
DETAIL SHOWING METHOD
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN ISHEET 1 OF 2
840.02 1840.02
CONCRETE CATCH BASIN NTS
v °m O� 10 z 43' NOTE: USE TYPE "E", "F" AND "G" GRATE v Q Q Q
Op UNLESS OTHERWISE NOTED. N P P J= V
mO��p=D B 0=jLxz rA G)�Zym �� HvzLLo
Z G) 'v p 0 2 1/8" I I 2 1/8" Q Z W
IF Ny1 N `��I --z
X O E SECTION - LL SECTION - MM 0055
0 9
? D O
NZ A A ALIGN FRAME WITH INSIDE 2 3/8„ W "' EDGE OF WALL TO ALLOW °
Z °a °� FOR VERTICAL ADJUSTMENT 1.1„ _ °
a E� WALL SECTION I �
D O
SECTION - BB T
T
B SECTION - PP SECTION - NN
-n PLAN " Z
R1 FRAME, GRATE, & HOOD ASS'Y N N 3/4"
LL 0
0
M 6.. 2, 0„ 6.. - z =v
om= L) LID 3' 0" 1 3/4" 13/4" 0 Z U
zK -K N N 13/4" °
°' �Wo
o m� L M
> N a SECTION -AA IE. z
v z Q
> z L -0-- M V 11--
U) z
n J FRAME PLAN N = O
Z N
SECTION - JJ W
12 = 0 3/4" 3/4" 3-0 7/8" 5 5/8" U
Jn �
W 0 In 11/16" 1121 1/2" V LL
> 0 0 I � I R 3" R z LL U.
Z MJ- ` c > N O
11/2.. 6.. 2. 0..
6.. 1/? I 1/2" N
6„ 6„ 3/4"
3 41/2� 3' 0" 3 1 /2" 3/4" O 4 3/4" 1/2.. /2"
SECTION - KK
2' -11 1/2' 4 5/8"
SHEET 1 OF 2 R SHEET 1 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03
FRAME, GRATES, AND HOOD NTS
v
Do S--"-]
��z
y00 s°
Z --I -i CO) #4 BARS "V„ I 6" 6"
M 0 X-111 @3 EQUAL SPACES
moo �{I
oO-n
DD Z D R "' co R "' co
a ? 0-
CO) �U U) U) LL
Z m� mD
u0 u0
in co @
S�
PLAN OF TOP SLAB SECTION S -S
M
Z
W
CO)
N `+ CO) 8" E #8 "W' BARS #4 BAR
D #4 BARS "V" 6"
0 Zv @3 EQUAL SPACES -
c-1>
X. 0 a
T v #4 BARS "U" 1 1/2" 6 "-
-0 D SECTION R -R DOWEL
y_ Z
ZO
O
/�
EXPANSION JOINTS
4' -6" 4' -6"
STD. 840.03 FRAME
GRATE & HOOD
����� R
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP ELEVATION
FANXD ANSION JOINT
USE ON FLAT GRADES 2 UNDE R
3' -0" 3' -0" -DEPRESSED GUTTER LINE
EXPANSION JOINT
f �
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
TOP ELEVATION NORMAL GUTTER LINE
8 6„
EXPANSION JOINT
USE OVGR�DES %
6,_0„
EXPANSION JOINT
DEPRESSED GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
WHERE 42" TO 54" PIPE IS USED J- + 5 Ig J- 1L- L -fit 8,
TOP SLAB
DIMENSIONS
ZX
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION PLAN PLAN
BRICK MASNARY
SHEET 1 OF 2
SHEET 1 OF 2
840.01
840.01
BRICK CATCH BASIN NTS
v
v 0
BACK OF
FRAME GRATE AND HOOD GENERAL NOTES:
CURB SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT.
Z
0
-I z
TOTAL
:\f- PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH WITH STEPS 12"
BOTTOM
SLAB
T N O 0
BRICKMSNR.
IN WALLS
5 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
_
Z
-nTOP
B
ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
J
0
r Z
Y *
Y lj
LL 0
Z
p
i11 0 = D
n
A
L - - USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
N = =
W
TI
zD ill
LBS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
CO ro AS SHOWN ON STD. NO. 840.00.
Q Z
Q (.i Q O
12"
3' -0"
2' -2"
��/
5-000
Z
2' -9"
6 B 6" = USE TYPE "E ", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
� _ Z J
N
= 0 L-
FOR 8' -0" IN HEIGHT OR LESS, USE 6" WALLS AND BOTTOM SLAB. OVER
D
p -
Z
0.281
8' -0" TO 16' -0" IN HEIGHT, USE 8" WALLS AND BOTTOM SLAB. ADJUST
0 0 rn
D D D
0.281
QUANTITIES ACCORDINGLY.
Z
N
0.042
5
m CONSTRUCT WITH PIPE CROWNS MATCHING.
~
°
Z
PLAN
X 3. SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 ".
LU
C
�, �...... DRAWING NOT TO SCALE.
L
TOP ELEVATION
TOP ELEVATION
M Y,
z 1 - - p W
W r J� B,!" E A W W
N N SECTION Y -Y 6" c 6" _ Z d
_ 0 Z D :' D ° Q a
RISER HT. I °
C D VARIES +
'a= v 6" T SECTION J J Q Q H
W WHERE 30' TO 36 PIPE IS USED r 4� U N
M ��w C� "r. n` SEE NOTE SECTION M -M N 04
N Z WHERE 30" TO 36" PIPE IS USED WHERE 42" TO 54" PIPE IS USED co Ye
ZG) RISER HT V
T VARIES J
- - - -- - - - -- J J M o M W m
B
6.. A N: a; A
WHERE 42" TO 54" PIPE IS USED 1 1
DETAIL SHOWING METHOD
SHEET 1 OF 2 OF RISER CONSTRUCTION PLAN PLAN ISHEET 1 OF 2
840.02 1840.02
CONCRETE CATCH BASIN NTS
v °m O� 10 z 43' NOTE: USE TYPE "E", "F" AND "G" GRATE v Q Q Q
Op UNLESS OTHERWISE NOTED. N P P J= V
mO��p=D B 0=jLxz rA G)�Zym �� HvzLLo
Z G) 'v p 0 2 1/8" I I 2 1/8" Q Z W
IF Ny1 N `��I --z
X O E SECTION - LL SECTION - MM 0055
0 9
? D O
NZ A A ALIGN FRAME WITH INSIDE 2 3/8„ W "' EDGE OF WALL TO ALLOW °
Z °a °� FOR VERTICAL ADJUSTMENT 1.1„ _ °
a E� WALL SECTION I �
D O
SECTION - BB T
T
B SECTION - PP SECTION - NN
-n PLAN " Z
R1 FRAME, GRATE, & HOOD ASS'Y N N 3/4"
LL 0
0
M 6.. 2, 0„ 6.. - z =v
om= L) LID 3' 0" 1 3/4" 13/4" 0 Z U
zK -K N N 13/4" °
°' �Wo
o m� L M
> N a SECTION -AA IE. z
v z Q
> z L -0-- M V 11--
U) z
n J FRAME PLAN N = O
Z N
SECTION - JJ W
12 = 0 3/4" 3/4" 3-0 7/8" 5 5/8" U
Jn �
W 0 In 11/16" 1121 1/2" V LL
> 0 0 I � I R 3" R z LL U.
Z MJ- ` c > N O
11/2.. 6.. 2. 0..
6.. 1/? I 1/2" N
6„ 6„ 3/4"
3 41/2� 3' 0" 3 1 /2" 3/4" O 4 3/4" 1/2.. /2"
SECTION - KK
2' -11 1/2' 4 5/8"
SHEET 1 OF 2 R SHEET 1 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.03
FRAME, GRATES, AND HOOD NTS
v
Do S--"-]
��z
y00 s°
Z --I -i CO) #4 BARS "V„ I 6" 6"
M 0 X-111 @3 EQUAL SPACES
moo �{I
oO-n
DD Z D R "' co R "' co
a ? 0-
CO) �U U) U) LL
Z m� mD
u0 u0
in co @
S�
PLAN OF TOP SLAB SECTION S -S
M
Z
W
CO)
N `+ CO) 8" E #8 "W' BARS #4 BAR
D #4 BARS "V" 6"
0 Zv @3 EQUAL SPACES -
c-1>
X. 0 a
T v #4 BARS "U" 1 1/2" 6 "-
-0 D SECTION R -R DOWEL
y_ Z
ZO
O
/�
EXPANSION JOINTS
4' -6" 4' -6"
STD. 840.03 FRAME
GRATE & HOOD
����� R
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP ELEVATION
FANXD ANSION JOINT
USE ON FLAT GRADES 2 UNDE R
3' -0" 3' -0" -DEPRESSED GUTTER LINE
EXPANSION JOINT
f �
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
TOP ELEVATION NORMAL GUTTER LINE
8 6„
EXPANSION JOINT
USE OVGR�DES %
6,_0„
EXPANSION JOINT
DEPRESSED GUTTER LINE
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICKCATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
DIMENSIONS OF BOX AND PIPE
TOP SLAB
DIMENSIONS
ZX
CU. YDS. CONC. IN BOX
BRICK MASNARY
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BAR
BARS -V
BARS -W
TOTAL
TOP
SLAB
BOTTOM
SLAB
TOTAL
CONC.
BRICKMSNR.
IN WALLS
TOTAL
BRICKAND
CONCRETE
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
C.M.
R.C.
12"
3' -0"
2' -2"
2' -9"
0.281
0.772
0.015
0.281
0.281
0.883
1.164
0.020
0.042
15"
3' -0"
2' -2"
3' -0"
0.281
0.829
0.023
0.036
18"
0.281
0.281
0.963
1.244
0.031
0.047
18"
3' -0"
2' -2"
3' -3"
0.281
0.887
0.033
0.049
24"
3' -0"
2' -2"
0.281
0.281
1.043
1.324
0.044
0.065
24"
3' -0"
2' -2"
3' -9"
0.281
1.001
0.059
0.085
30"
1 3--0--
1 2 2'
3' -4"
0.281
0.281
1.204
1.485
0.078
0.121
30"
3' -0"
2' -2"
3' -4"
0.123
4' -3"
V -2"
4' -4"
4
1' -6"
3
4' -1"
3
4' -1"
45
0.147
0.374
0.521
1.606
2.217
0.122
0.184
36"
3' -0"
2' -2"
3' -10"
1.714
4' -9"
1' -8"
4' -4"
4
2' -0"
4
4' -1"
3
4' -1"
49
0.187
0.415
0.602
1.914
2.516
0.176
0.261
42"
3' -0"
2' -2"
0.180
4' -5"
5'7
V -5"
3' -6"
4
1' -9"
3
3' -3"
3
3' -3"
38
0.135
0.373
0.508
2.152
2.660
0.240
0.371
48"
3' -0"
2' -2"
54"
5' -0"
5' -9"
2' -0"
3' -6"
4
2' -6"
4
3' -3"
3
3' -3"
41
0.173
0.410
1 0.583
1 2.415
1 2.998
1 0.313
0.477
54"
3' -0"
2' -2"
5' -7"
6' -3"
2' -7"
3' -6"
4
3' -0"
6
3' -3"
3
3' -3"
47
0.211
0.448
I 0.659
2.806
3.465
0.396
0.595
840.011 * RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
BRICK CATCH BASIN
v
vo S-111-1
;Z.--1 z �I
Copp 6" E I
r z --I -i N #4 BARS "V" 6" 6"
M 0 = D @3 EQUAL SPACES
_ = Z D m 3„ 1 1/2" 1 1/2" 11 c
oZ
O
(7 _
R U) R M U)
CO) ?a ?a
LL U)
z ' Q < m
u0 u0
S�
PLAN OF TOP SLAB SECTION S -S
OZ
G)
Z r
CA
TO =
#4 BAR
6" E #8 "W' BARS
D #4 BARS 'V'
= M Z @3 EQUAL SPACES
v
C"Dv 6"
#4 BARS "U"
n L11 "
M = SECTION R -R DOWEL
W
N
-n
TOP SLAB
DIMENSIONS
ZX
CU. YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
HEET 2 OF 2
840.02
v
vM
Z
Ln 00
�o� =a
=xz>m
Z=oO-n
CO)
z (
- EXPANSION JOINTS -
4' -6" 1 4' -6"
DD�W�0���00
00���0�0�00
F� 6 -0"
PLAN
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV. EXPANSION JOINT
GRADES 2% AND UNDER
DEPRESSED GUTTER LINE
1 4
EXPANSION JOINT 3 -0
.1 o 13' -0"
ELEVATION
NORMAL CURB AND GUTTER ON LIGHT GRADES
NORMAL GUTTER LINE
EXPANSION JOINT
8" TOP
USE ON GRADES OVER 2% ELEV.
10" I DEPRESSED GUTTER LINE
EXPANSION JOINT �- I -I 6' -0"
1' -0" ti MAX M
ELEVATION
NORMAL CURB AND GUTTER ON STEEP GRADES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)*
DIMENSIONS OF BOX AND PIPE
TOP SLAB
DIMENSIONS
BEN
CU. YDS. CONC. IN BOX
DEDUCTIONS
ONE PIPE
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS -U
BARS -V
BARS -W
TOTAL
TOP
SLAB
BOTTOM
SLAB
ToT.coNC
FPR MINIMUM
HECHT,H
D
A
B
C
G
H
E
F
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS.
C.M.
R.C.
12"
3' -0"
2' -2"
2' -9"
0.281
0.772
0.015
0.026
15"
3' -0"
2' -2"
3' -0"
0.281
0.829
0.023
0.036
18"
3' -0"
2' -2"
3' -3"
0.281
0.887
0.033
0.049
24"
3' -0"
2' -2"
3' -9"
0.281
1.001
0.059
0.085
30"
1 3--0--
1 2 2'
3' -4"
4 3'
1'-2"
4--0--
4
1 5'
2
3' -9"
3
3 9'
39
0.123
0.374
1.433
0.092
0.127
36"
3--0--
2 2"
3-10"
4 9"
1'-8"
4--0--
4
V -11"
3
3' -9"
3
3 9'
43
0.161
0.415
1.714
0.123
0.178
42"
3--0--
2 2"
4' -5"
5 3"
V-5"
3 2"
4
V-8"
2
2 -11"
3
2--11"
32
0.112
0.373
1.738
0.180
0.243
48"
3--0--
2 -2"
5' -0"
5 -9"
2--0--
3--2--
4
2 -3"
3
2' -11 "
3
2'-11 "
35
0.145
0.410
2.052
0.235
0.317
54"
3' -0"
2' -2"
5' -7"
6' -3"
2' -7"
3' -2"
4
2' -10"
5
2' -11"
3
2' -11"
41
0.180
0.448
2.387
0.297
0.401
* RISER HAS .321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT
CONCRETE CATCH BASIN
DETAILS SHOWNING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
TYPE "G" TYPE "E" TYPE "F"
WATER FLOW SAG WATER FLOW f
2' -11 3/4"
B
A A 9 7/8"
M
9 7/8"
B
1 1/2" 5/8'
t�� SECTION B -B
z
0 c
QaQ
Z
LLJO =()
ppaOz
WaZ ==
H0 LL (D
=goo
HII-- zJ
LLog
00ra
za>
1 0°
w
O
LL Z
Z N
m a
FL
Z V _
~ Y !V
N r
in �MM
W
z
W
840.01
NTS
z
oy
aaa
LLJp =ci
ppa(gZ
N =
WaZ =
H()�LL(7
O
W
N H 1�- Z J
0055
za>
1 LU
O ?
(� Q
Z m
2 a
LLJ
Q V
H W
1.L r
CO) Z
�O
Z (�
W
HEET 2 OF 2
840.02
NTS
z
ON
aaa
LL �0=ci
ppa0z
WaZ ==
H()gLL(7
O W
�jHHzJ
0 0 vy
zap
1 LU
-'I 1 3/4" 2 1 /4" Z_
�z i WATER FLOW SAG WATER FLOW f
Z o0a
m LL
ic SECTION A -A = =
M CO) z c)
ZM TYPE "F" TYPE "E" TYPE "G" TYPE - E O Q
Z
D RAISED FLOW ARROW 2 3/4" Q 0
z Z P 1/16" HIGH
Zv D RAISED FLOW ARROW 2 3/4" I = W a
D r11 1/16" HIGH 1 O Q Z
V� v ' J- O D - N ° QQ Q
v >v O MR 0 M zGC�
CU 0 Z 1 1/2" N M 1 1/2" �
U) z
O `� _ 0
_ 0 1/8" 1/8" m J 2 w
D o P 1 1/2.. N 1 3/4" Z q
Ln o 1 1/2" 1/8" 1 1/2" R W LPL 0
1 3/4" � � 1/8" LL O
z 2' -11 3/4" 2' -11 3/4" LL
1 1/2.. 7/8"
1 3/4" SECTION A -A II
7/8"
SHEET 2 OF 2 TYPE - F
840.03
FRAME, GRATES, AND HOOD
HEET 2 OF 2
840.03
NTS
409 Chicago Drive - 5uife 112
FayeffeviLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4P T
boLUTloN ) INC
ALNGINLLP -NG A.hL12VEYING A, GP-') A, C N.hTP-L1CTI0N LAYOLIT A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
STORM DETAILS
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
512
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 27, 2012
SHEET NUMBER
C-5n3

LNC�INEE INS
LAND
.SUIZVEYIN�
CON STIZUCTION
LAYOUT
(�P') CL VICL5
LAND
DEVELOP)fAENT
dog CNICA(;o
DP-IVL
SUITE 112
FAYETTEVI LLE
NC 285o6
PNQN1-
910 A26 -61777
r
FAX
910 426 -5777
4P,51TF-
50LUTION,5, INC.
Forest Ridge Access Road Storm Water Narrative
The site is currently undeveloped. The site is being developed as an access road for future
commercial lots along NC Highway 87.
The total disturbed area for the developed is 0.65 acres. The impervious area of the new street and
sidewalk is 10,432 sf or 36.8% based on the total disturbed area. Because of the existing grades, the
drainage from the access road ties into an existing storm system where it is impractical to treat, and
there is no room available for treatment. This was discussed over the phone with Annette Lucas on
August 16, 2012. In the next 18 months or so, a regional storm water pond will be sized to treat the
commercial lots and the remainder of the future access road. At this time, the storm pond will be
designed for 90% TSS removal in lieu of the minimum 85% in order to compensate for the
untreated storm water from the access road in this portion of the project.

r'iC"S ial8"9i 11�� 1=C�1� �"'.f 11aI�i�3I IC":ilt"9tal 1
-- RIGHT —OF —WAY f
ss SANITARY SEWER LINE
STORM DRAINAGE
WATER LINE
OVERHEAD UILITY
EM ELECTRICAL METER
FEB] ELECTRICAL BOX — —�— —
® MAILBOX
PP • UTILITY POLE
C GUY WARE
❑T TELEPHONE PEDESTAL
® DROP INLET
S SANITARY SEWER MANHOLE
N WATER VALVE
FIRE HYDRANT
T WATER METER i
® CATCH BASIN
-co CLEANOUT
2 )
N /F
ROGER ARNOLD BOYD AND
WIFE, NANCY DALE BOYD
DB 1027, PG 284
PC# F, SLIDE 200 —C
ju-
Know what's below.
Call before you dig.
VICINITY MAP
NOT TO SCALE
LINDEN
OAKS
SITE
ece
\ �e
0
� 1 )
N /F
ROBERT T. RICE AND WIFE,
RITA L. RICE
DB 1040, PG 424
PC# F, SLIDE 200 —C
�.... _ .........
. . . . . . . . . . . . . . . . . . . . . . . . . . . ..............
.
1
I /
I
I
�I
I;
r
1
l
Y
l
.......... ..
. . . ....... . . .
..... ....
JjJ
... ......y .........................................
— — ......... .:: ...
BEGINNING OF PROJECT
i
MELODY LANE
...........
�.......
409 Chicago Drive - .hint, 112
fa i±eviLL, NM C_Llna 28306
Fc904 6s�� ���\\
L­, N mben c2354 ,.
4P ,5ITE
b0L1LJT10N ,5, INc
A.qN­q ANN VV NN ANNA A N-1oH —T A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
OVERALL
SITE PLAN
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
/
DRAWN BY:
� t
CHECKED BY:
JIMMY
PROJECT NUMBER:
512
C)
\
N /F
FOREST RIDGE SUBDIVISION, LLC
DB 2383,
N
/509
I
\
WETLAND IMPACT
AREA (3,779 SF)
I
�
L i
i
I
$
�
v
.......... ..
. . . ....... . . .
..... ....
JjJ
... ......y .........................................
— — ......... .:: ...
BEGINNING OF PROJECT
i
MELODY LANE
...........
�.......
409 Chicago Drive - .hint, 112
fa i±eviLL, NM C_Llna 28306
Fc904 6s�� ���\\
L­, N mben c2354 ,.
4P ,5ITE
b0L1LJT10N ,5, INc
A.qN­q ANN VV NN ANNA A N-1oH —T A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
OVERALL
SITE PLAN
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
RON
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
512
DRAWING SCALE
HORIZONTAL: V=50'
DATE RELEASED
SEPTEMBER 26, 2012
SHEET NUMBER
r�
OF 2

LINDEN V
OAKS
SITE
ce wxsa+ae
\o
e \oaf
�
� gmN
VICINITY MAP
NOT TO SCALE
LEGEND:
EIR OO EIR — EXISTING IRON ROD
CID o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
IMPACT AREA
PERMANENT WETLAND IMPACT. 3,779 SF
DESCRIPTION
Al
THE ACCESS ROAD IS CROSSING THROUGH THE
ENTIRE PORTION OF WETLANDS. THERE ARE A
PROPOSED 18" STORM PIPE, 8" SEWER PIPE AND
A 6" WATER MAIN IN THIS AREA.
305
300
295
290
285
IMPACT AREA
IMPACT PROFILE 0 +50 TO 2 +50
1+00 2 +00
305
300
295
290
285
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
f'yeLteviLLe NM h CaroLlna 28306
f�(90426 -,,777
License Number G2354':
4D S11 TE`S
50LUTION-5, INc
A ENgI—INq A —V-Ne k- kvN—ONwrour A
REVISIONS
PROJECT NAME
FOREST RIDGE
ACCESS &
UTILITY ROAD
STREAM
IMPACT MAP
CLIENT
ODELL A. SMITH
PROPERTIES, LLC.
400 Odell Road
Spring Lake, North Carolina 28390
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
RON
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
512
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
SEPTEMBER 26,2012
SHEET NUMBER
W -2
OF
2