20170130 Ver 1_More Info Received_20170404

CAROLINA
ECOSYSTEMS, INC.
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
April 4, 2017
Ms. Jean B. Gibby
Chief, Raleigh Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Sue Homewood
NC Department of Environmental Quality
Division of Water Resources
450 W. Haynes Mill Road, Suite 300
Winston Salem, NC 27105
Re: USACE Action ID SAW -2015-02504 / NC DWR File No. 2017-0130
Dear Jean and Sue:
Thank you both for the consideration and responses to our application for Nationwide Permit 12
and Water Quality General Certification 3884 (now 4986) for the proposed Davidson County
Business Park's sanitary sewer infrastructure. Below, please find our responses to your
comments.
USACE Comments:
1) Please provide all plans associated with the 1-85 Business Park so that we may be able to determine
whether the project is eligible for nationwide permit authorization or will require a DA individual
permit.
Response: USACE Action ID SAW -2015-02177, an Approved Jurisdictional Determination, documents
jurisdictional resources on the business park property. Due to its length and file size (81 pages), this
document is not attached but can be provided separately if requested. Please refer to the attached figure
"I-85 Business Park Jurisdictional Features Illustration". Note that this illustration was compiled from a
variety of sources and includes both jurisdictional and non jurisdictional features. Refer to the above
referenced AJD for detailed boundaries.
No development or grading plans are available for the business park as no client has yet been identified
and the County wishes to remain flexible to future needs. However, the County is aware that unavoidable
impacts associated with site development would be cumulative to those of this project, and an individual

Davidson County I-85 Business Park Sewer
April, 2017
permit would be required if unavoidable impacts exceed 300 linear feet of stream and/or 0.5 acre of
wetland. At this time no impacts are proposed as the site could be developed for some uses, with no or
minimal impacts.
2) Regional permit condition 4.1.8 requires the submittal of a plan to restore and revegetate wetland
areas cleared for construction. These areas shall be revegetated with native species of canopy, shrub,
and herbaceous species. Fescue grass shall not be used. Please provide the plan.
Response: All plan sheets where wetland impacts are illustrated have been updated to include verbiage
requiring wetland areas to be reseeded with wetland seed mix, and specifically prohibiting the use of non-
native species, including fescue grass.
3) Regional permit condition 4.1.9 requires, for the purposes of this NWP, any permanently maintained
corridor along a utility ROW within forested wetlands be considered a permanent impact and a
mitigation plan will be required. Please provide adequate mitigation.
Response: During the site visit by USACE and CEI on March 7, 2017, two wetland crossings exceeding
0.1 acre were reviewed on-site. These included wetland WB with a temporary impact of 0.24 acre and
permanent conversion of 0.09 acre, and wetland WD with a temporary impact of 0.16 acre and permanent
conversion of 0.18 acre.
During that visit it was determined that the crossing of wetland WB was acceptable without change
because the design maximized previously cleared corridor and required less than 0.1 acre of permanent
conversion. It was also determined during that visit that wetland WD's permanent conversion, because it
would exceed 0.1 acre, would require compensatory mitigation.
The project team subsequently coordinated with the easement owner, the City of Lexington, and learned
of their intention to reclaim the existing easement, within which a second force main has existed since the
1980s. This corridor had not been maintained and mature trees have established over the line. The
maintenance activity had been planned prior to this project, and staff had previously been added to assist.
Please refer to the City of Lexington's Public Services Manager's letter, attached. Trees would be cut to
ground level with no soil disturbance. Stumps would be retained in place (see note on sheet 28A).
The City of Lexington's corridor maintenance would reduce this project's conversion impacts to wetland
WD to 0.088 acre. An illustration (attached) of this was shared with the USACE on March 15t1i. Based on
verbal USACE approval on March 29', this change was incorporated into project design plans (sheet 28).
It was suggested during our March 29 call with USACE that a request for mitigation to offset all
conversion impacts of this project is being considered. We appreciate the intent of this condition and will
be mindful of this new requirement on projects going forward. As part of this response to written
comments, we are submitting the below considerations to weigh in your decision.
This project is confined to an existing easement, established decades ago, along its entire off-road
alignment. This route was chosen in order to co -locate utility lines and reduce habitat fragmentation as
well as impacts to jurisdictional resources. The flexibility to avoid conversion impacts is not available to
this project. Further, the application for this project's permit preceded the March 19 reissuance of NWP
Page 2

Davidson County I-85 Business Park Sewer
April, 2017
12, and its corresponding Regional Condition 4.1.9, which includes new text requiring cumulative
conversion impacts be mitigated. The potential impact on Davidson County had not been accounted for in
the project budget. Further, during our site visit on March 7th, we understood the design would be
acceptable because avoidance and minimization kept permanent impacts below 0.1 acre of conversion per
crossing. Significant effort has been invested along this path by the County and their project team. These
efforts resulted in every unavoidable crossing being below 0.1 acre of conversion.
NCDWR Comments:
1) Ref 15A NCAC 02H. 0502(b). Please provide a map that includes the entire project boundary and
jurisdictional features, as this project includes the limits of the Business Park.
Response: Please find the attached figure "I-85 Business Park Jurisdictional Features Illustration". Our
complete response to this request can be found under USACE Comment 1, above.
2) Ref- 15A NCAC 02H .05020. Please indicate whether Davidson County has imminent domain
authority for this sewer line project and if not, please provide documentation that the County has
been authorized by the owner for all parcels with streams or wetlands present.
Response: The ultimate owner of the proposed force main would be the City of Lexington. They maintain
an easement along its length. The Business Park property is owned by Davidson County. The entire
project footprint is either owned or controlled through easement rights by these entities.
3) Ref 15A NCAC 02H .0502(6). Please clearly locate and label all wetland and stream impact areas
on the design plans for the project.
Response: Design plans for the project have been updated to reflect all unavoidable temporary and
permanent stream and wetland impacts areas.
4) Ref.- 15A NCAC 02H .0506(b)(2). Please provide cross section details showing the provisions for
aquatic life passage for the permanent stream crossing for the access road.
Response: The submitted set of design plans included pages one through 34 of 35. Page 35,
unintentionally omitted from the submittal, contained these provisions, along with those requested in
comments 5 and 6 below. That sheet was shared with both USACE and NCDWR on March 9, 2017. We
are in receipt of NCDWR's email stating that questions 4, 5, and 6 are satisfied.
5) Ref.- 15A NCAC 02H. 0502(b). Please provide a detail showing the property installation of the riprap
pad at the permanent culvert outlet and the riprap stabilization for the restoration of the temporary
impact areas.
Response: Please refer to the response to comment 4, above.
6) Ref 15A NCAC 02H .0502(b)(3). All work must be done in the dry. Please provide a construction
sequence that details the method of dewatering to be utilized, the sequence of construction events to
be followed, and ensure the location of all temporary impacts are shown on the construction
drawings and clearly indicated on the revised impact table.
Page 3

Davidson County I-85 Business Park Sewer
April, 2017
Response: Please refer to the response to comment 4, above. The impact table has also been updated as
requested.
7) Ref: ISA NCAC 02H.0506(b)(2). A new General Certification (#4986) will replace GC #3884 on
March 19, 2017. Twenty foot wide maintenance corridors would be allowed under the new GC.
Please clearly show the maintenance corridor width on design plans.
Response: We are aware of the allowance, and appreciate the flexibility. However, all maintenance
corridors will be 15 -feet or less in width, as now shown on project design plans.
8) Ref: 15A NCAC 02H. 0506(b) (3). Please provide detailed plans and construction sequences for the
temporary impacts to streams S4 and SIO. Clearly describe the impacts that will occur in each area
and the measures that will be taken to ensure downstream water quality protection.
Response: Per our March 9, 2017 telephone conversation with NCDWR in response to this comment, the
design has been updated to address both of these temporary stream impacts. Stream S4, which would have
potentially sustained 165 linear feet of temporary impact, will be completely encircled in protective
fencing prior to construction (sheet 27). A note has also been added to design plans to advise contractors
to avoid impacts to this feature. Stream S 10 occurs inside a rip -rap ditch between the edge of a road and
tree line, and its location relative to the proposed sewer line made avoidance impracticable. This feature
will be pumped around during construction, as depicted on the updated design plans (sheet 18).
Thank you both once again for your time and consideration of this permit request. We remain available to
respond to questions or provide additional information if and as needed.
Regards,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
Attachments:
City of Lexington Easement Letter
Revised Figures and Impact Table
Figure: I-85 Business Park Jurisdictional Feature Illustration
Revised Design Plans
Page 4

,rAIIMF-Y�
LEXINGTON
NORTH CAROLINA
PUBLIC SERVICES
SERVICE F I RST
March 31, 2017
Ms. Jean Gibby
Chief, Raleigh Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Dear Ms. Gibby,
As a result of retirements and reorganization, I was promoted to Public Services Manager approximately
2 %2 years ago. I identified that the City of Lexington was not maintaining all of its easements and have
been approved to hire two service workers which should greatly improve our ability to reclaim and
maintain easements.
The alignment in question along Swearing Creek between 1-85 and Old Linwood Road is one that I had
already identified as needing reclaiming. Per the exhibit provided, the City of Lexington desires to clear
the existing force main's corridor to ground level but not otherwise grub or disturb the soil especially in
wetland's area. Tree stumps in this area will be left in place until such time that repair or replacement is
needed.
Please consider this letter as an assurance that once cleared, the City of Lexington intends to maintain
this corridor.
Sincerely,
Roger Jones, PE
Public Services Manager
Water Resources - Public Works - Street Maintenance - Engineering
711 S. Talbert Boulevard - Mail: 28 West Center Street - Lexington, NC 27292 - 336.248.3930
WWW.LEXINGTONNC.GOV
* RECYCLE FIRST

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CAROLINAFeet ® Existing Corridor to be Maintained Wetland WD Revised: Corridor Impacts
ECOSYSTEMS 0 25 50 ® Proposed Corridor to be Maintained Revised:
I-85 Business Park Sewer
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CAROLINAFeet ® Existing Corridor to be Maintained Wetland WD Revised: Corridor Impacts
ECOSYSTEMS 0 25 50 ® Proposed Corridor to be Maintained Revised:
I-85 Business Park Sewer
2014 NC Statewide Aerial Photographs Revised: Davidson County

Table 1: Wetland Impacts
2a.
2b.
2c.
2d.
2e.
2f.
PCNOn
Impact
Site
figure*
On Plan
Sheet
Feature
Name
(PJ D)
Temporary or
Permanent
Type of impact
Type of Wetland
Forested
(Y/N)
Type of jurisdiction
Corps (404, 10) or
DWQ (401, other)
Area of
impact
(acres)
W1
3.1-3.3
30-31
WB
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.24
W1
3.1-3.3
30-31
WB
Permanent
Conversion / Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.09
W2
3.4
29
WE
Temporary
Sewer line
Riparian PEM
No
Corps 404
0.02
W3
3.4
29
WF
Temporary
Sewer line
Riparian PEM
No
Corps 404
< 0.01
W4
3.5-3.6
28
WD
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.05
W4
3.5-3.6
28
WD
JPermanent
Conversion / Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.09
W5
3.7
27
WH
Temporary
Sewer line
Riparian PEM
No
Corps 404
< 0.01
W6
3.8
26
WI
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
W6
3.8
26
WI
Permanent
Conversion / Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
W7
3.9
24-25
WL
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.06
W8
3.10
23
WM
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.03
W8
3.10
23
WM
JPermanent
Conversion / Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.08
W9
3.11
21
WN
Temporary
Sewer line
Non -Riparian PEM
No
Corps 404
0.06
W10
3.12
18
WP
Temporary
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
W10
3.12
18
WP
Permanent
Conversion / Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
W11
3.14
17
Ditch A
Temporary
Sewer line
Non -Riparian PEM
No
Corps 404
< 0.01
W12
3.15
17
Ditch B
ITemporary
Sewer line
Non -Riparian PEM
No
Corps 404
< 0.01
W13
3.19
11
WQ
Permanent
Access Rd and Conversion/
Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
0.02
W14
3.19
11
WR
Temporary
Access Rd and Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
W15
3.2
11
WS
ITemporary
Access Rd and Sewer line
Bottomland Hardwood Forest
Yes
Corps 404
< 0.01
*: Feature labels on
sequentially from
impact figures are wetland names from
1 through 15.
delineation. PCN Impact sites are numbered
Permanent Impact
(Conversion)
0.30
Temporary Impact
0.54
Total Impact
0.84

Table 2: Stream Impacts
3a.
3b.
3c.
3d.
3e.
3f.
3g.
PCN
On figure
Impact * On Plan Sheet
Site
Type of impact
Stream name
Perennial (PER) or
intermittent (INT)
Type of
jurisdiction
Average
stream
Width (feet)
Impact
length
(linear feet)
S1 3.1 31
Sewer Line (T)
S1
PER
Corps
4
36
S2 3.3 30
Sewer Line (T)
S2
PER
Corps
4
32
S3 3.7 27
Sewer Line (T)
S4
PER
Corps
5
1651
S4 3.10 23
Sewer Line (T)
S8
PER
Corps
2
27
SS 3.12 18-19
Sewer Line (T)
S10
PER
Corps
2
1882
S6 3.13 18
Sewer Line (T)
S12
PER
Corps
3
14
S7 3.16 16
Sewer Line (T)
S13
INT
Corps
3
21
S8 3.17 15
Sewer Line (T)
S14
PER
Corps
6
21
S9 3.18 15
Sewer Line (T)
S15
PER
Corps
4
25
S10 3.19 11
Sewer Line (T)
S16
PER
Corps
5
12
S10 3.19 11
Access Rd (P)
S16
PER
Corps
5
43
*: Feature labels on impact figures are stream names from delineation. PCN Impact sites are
numbered sequentially from 1 through 10.
1 - Feature inside construction corridor, but encircled in protective fencing.
2- Feature inside construciton corridor, but to be pumped around during construction.
Temporary Impacts 188
Permanent Impacts 43
Total Impacts 231

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2015-02177 County: Davidson U.S.G.S. Quad: NC-SOUTHMONT
Property Owner:
Address:
Telephone Number:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Davidson County
Dwayne Childress
P.O. Box 1067
Lexington, NC, 27293
336 242-2008
Size (acres) 424
Nearest Waterway Yadkin River South Potts Creek
USGS HUC 03040103
COPY
Nearest Town Linwood
River Basin Lower Yadkin
Coordinates Latitude: 35.742095
Longitude: -80.341416
Location description: Proposed Davidson County I-85 Corporate Park located south of the intersection of Belmont Road and
Clyde Fitzgerald Drive, adjacent to South Potts Creek (High Rock Lake), west of Linwood, in Davidson County, North
Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
13. Approved Determination
X There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
_ There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years. Please See remarks Section in regard to this
determination.
Page I of 2

_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact John Thomas at 919-554-4884 x25 or
John T.Thomas.JR(Xusace.army.mil.
C. Basis For Determination: The site includes trihutaries of South Pons Creek which.JLnrs to the Yadkin River
(High Rock Lake) and on to the Atlantic Ocean.
1). Remarks: For the purpose of the proposed 1-85 Business Park, the Corps concurs with
the preliminary jurisdictional determinations depicted on provided maps included in
agents review request received on February 17, 2016.
C. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 04/24/2016.
**It isnot necessary to submit anR form to the Division Office if you do not object to the determination in this
correspondence.** /1
Corps Regulatory Official:

Date: February 24, 2016
CC: Michael Brame, Pilot Environmental, P.O. Box 128, Kernersville, NC 27285

NOTIFICATION OF ADMINISTRATIVE APPEAL OP
ND PROCESS AND
REQUEST FOR APPEA
Applicant: Dwayne Childress Filc Number: SAW-2015-02177
Date: February 24, 2016
Davidson Count
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
F-11 APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
1 E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at httc7 !%����'w usace.armv.mil/MissionslCivilWorks!Re �,la_._ toryl'rc� ramandPcrmits.ast�x or
('or s re ulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process oy
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION 11 - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: John Thomas
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1 OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant oragent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, John Thomas,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

5-74 WETLAND SURVEY
CLIENT INFORMATION
Davidson County EDC/ Davidson Progress
Contact: Robert A. Team, Jr.
PO Box 1066
Lexington, NC 27292
336-243-2600
I, JAMES A. BURGESS II, CERTIFY THAT THIS MAP WAS BASED FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY GRID TIE."
CLASS OF SURVEY:CLASS A
POSITIONAL ACCURACY: 1:10,000
TYPE OF GPS FIELD PROCEDURE: REAL TIME KINEMATIC
DATES OF SURVEY: MARCH 11TH AND 12TH, 2014
DATUM/EPOCH: NAD 83 2001
PUBLISHED/FIXED-CONTROL USE (AS FOLLOWS):
NCGS MONUMENT
"POTTS AZ MK"
N: 724951.08'
E: 1590781.84'
ELEV.: 754.00'
GEOID MODEL: GEOID12A
COMBINED FACTOR: 0.99987677
UNITS: US SURVEY FOOT
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
28TH DAY OF JANUARY A.D. 2016.
JAMES A. BURGESS II JANUARY 28, 2016
L-3960
NOTES:
1. Portions Of The Subject Property Are Located Within A Flood Hazard Area With Base Flood Elevations
As Shown On NC Flood Insurance Rate Map Community Panel No. 3710670200k, Effective Date June
16, 2009 And NC Flood Insurance Rate Map Community Panel No. 3710579200j, Effective Date
March 16, 2009.
2. Planimetric Features Were Generated By Spatial Data Consultants, Inc. From Aerial Photography
Obtained On 2-20-2014 With A Photo Scale Of 1"=19444'. Horizontal Datum=NAD83 And Vertical
Datum=NAVD88.
3. Grid Tie Was Obtained By Anderson And Associates March 11th And 12th, 2014.
4, No Boundary Survey Was Performed By Anderson & Associates. Boundary Information Shown Is
Based On A Compilation Of Deed And Plats Of Record. This Is A Composite Boundary Using
NAD83_2011 As A Basis Of Bearings.
5. Centerline Of South Potts Creek Obtained From FEMA Shapefiles.
6. Wetlands And Streams Were Located Using NCGS–VRS GPS To The Submeter Standard. The
Equipment Used Was A Topcon GPS Model 'Hiper SR", Serial No. 1209-10443 And A Carlson
Surveyor 2 Data Collector With Survey CE.
7. Deeds And Plats Used In Composite:
Plat Entitled "Survey For Christina E. Graham Property" Dated March 14, 2007, By Michael D.
Green(I-3604) Of Davidson Surveying & Mapping, P.C.
Plat Entitled "Survey For Beallmont Farm, Inc.' Dated February 24, 2015, By Michael D.
Green(I-3604) Of Davidson Surveying & Mapping, P.C.
Plat Entitled "Survey For Beallgray Farm, Inc" Dated March 14, 2007, By Michael D.
Gr-een(I-3604) Of Michael Green Associates, P.A.
D.B. 1027, PG. 1562, D.B. 2169, PG. 0181, D.B. 2170, PG. 0187, D.B. 0508, PG. 0528,
D.B. 2176, PG. 0797, D.B. 2176, PG. 0804
ANDERSON & ASSOCIATES INC. DATE 26 JAN 16
DESIGNED:
Q Q Professional Design Services DRAWN JRC
www.andassoc.com 7016 AAb Pick Rd. CHECKED: JAB
Greensboro. NO 27409
NC Corporate License No. C-0867 336-931-0910 1 OA.
44
52
59
65
1011
SHEET INDEX
SHEET
SHEET TITLE
1
WETLAND SURVEY LINE CHARTS
2
WETLAND SURVEY LINE CHARTS
3
WETLAND SURVEY LINE CHARTS
4
WETLAND SURVEY LINE CHARTS
4A
WETLAND SURVEY LINE CHARTS
5-74 WETLAND SURVEY
CLIENT INFORMATION
Davidson County EDC/ Davidson Progress
Contact: Robert A. Team, Jr.
PO Box 1066
Lexington, NC 27292
336-243-2600
I, JAMES A. BURGESS II, CERTIFY THAT THIS MAP WAS BASED FROM AN ACTUAL GPS SURVEY MADE UNDER MY
SUPERVISION AND THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY GRID TIE."
CLASS OF SURVEY:CLASS A
POSITIONAL ACCURACY: 1:10,000
TYPE OF GPS FIELD PROCEDURE: REAL TIME KINEMATIC
DATES OF SURVEY: MARCH 11TH AND 12TH, 2014
DATUM/EPOCH: NAD 83 2001
PUBLISHED/FIXED-CONTROL USE (AS FOLLOWS):
NCGS MONUMENT
"POTTS AZ MK"
N: 724951.08'
E: 1590781.84'
ELEV.: 754.00'
GEOID MODEL: GEOID12A
COMBINED FACTOR: 0.99987677
UNITS: US SURVEY FOOT
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
28TH DAY OF JANUARY A.D. 2016.
JAMES A. BURGESS II JANUARY 28, 2016
L-3960
NOTES:
1. Portions Of The Subject Property Are Located Within A Flood Hazard Area With Base Flood Elevations
As Shown On NC Flood Insurance Rate Map Community Panel No. 3710670200k, Effective Date June
16, 2009 And NC Flood Insurance Rate Map Community Panel No. 3710579200j, Effective Date
March 16, 2009.
2. Planimetric Features Were Generated By Spatial Data Consultants, Inc. From Aerial Photography
Obtained On 2-20-2014 With A Photo Scale Of 1"=19444'. Horizontal Datum=NAD83 And Vertical
Datum=NAVD88.
3. Grid Tie Was Obtained By Anderson And Associates March 11th And 12th, 2014.
4, No Boundary Survey Was Performed By Anderson & Associates. Boundary Information Shown Is
Based On A Compilation Of Deed And Plats Of Record. This Is A Composite Boundary Using
NAD83_2011 As A Basis Of Bearings.
5. Centerline Of South Potts Creek Obtained From FEMA Shapefiles.
6. Wetlands And Streams Were Located Using NCGS–VRS GPS To The Submeter Standard. The
Equipment Used Was A Topcon GPS Model 'Hiper SR", Serial No. 1209-10443 And A Carlson
Surveyor 2 Data Collector With Survey CE.
7. Deeds And Plats Used In Composite:
Plat Entitled "Survey For Christina E. Graham Property" Dated March 14, 2007, By Michael D.
Green(I-3604) Of Davidson Surveying & Mapping, P.C.
Plat Entitled "Survey For Beallmont Farm, Inc.' Dated February 24, 2015, By Michael D.
Green(I-3604) Of Davidson Surveying & Mapping, P.C.
Plat Entitled "Survey For Beallgray Farm, Inc" Dated March 14, 2007, By Michael D.
Gr-een(I-3604) Of Michael Green Associates, P.A.
D.B. 1027, PG. 1562, D.B. 2169, PG. 0181, D.B. 2170, PG. 0187, D.B. 0508, PG. 0528,
D.B. 2176, PG. 0797, D.B. 2176, PG. 0804
ANDERSON & ASSOCIATES INC. DATE 26 JAN 16
DESIGNED:
Q Q Professional Design Services DRAWN JRC
www.andassoc.com 7016 AAb Pick Rd. CHECKED: JAB
Greensboro. NO 27409
NC Corporate License No. C-0867 336-931-0910 1 OA.
44
52
59
65
1011
�-
12
13
4
ft– --
..–—
17 18
�>
T
15
19
35
21
3637
23
24
i
26 L� 27
41
20
43
22
25
1,414401% J
73
74
"Qas certifies that this copy of this PLAT accurately depicts the boundaryof the juris ' n of
sectio 04 of the Clean Water Act as determined by the undersigned on this . Unless
there is a ?l e in the law or our published regulations, th�ears
f Section 404
jurisdiction may elied upon for a period not to exceed fivhis date. The
undersigned complete is determination utilizing the ropriate Regional Supplement to the
1987 U. S. Army Corps of eers Wetland�e ineation Manual."
Regulatory Official:
Title:
Date:
'07,111111110 raw
"This certifies that this copy of this PLAT identifies all areas of waters of the United States
regulated pursuant to section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, the determination
of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this
date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U. S. Arjny Corps of Engineers VWtlands Delineation Manual."
Regulatory Official:
Title: ' e
Date:
USACE Action ID No.:
1-85 COORIDOR PARK
LINWOOD, NORTH CAROLINA
COVER SHEET
1t1I11,,, r,
CA
Lo
SEAL
L-3960
BUR
f,/fJ ✓
i
DOCUMENT NO.
31059-001
SHEET
C
OF74
a
28
29
30
31
32
33
34
�>
35
3637
38
39
4D
41
42
43
•
��
00
I
45
47
48
49
50
I 51
46
000,
53
54
55
55
57 I 58
4
6100
60
61
62
63
/
66
67
69
68
PROJECT SHEET MAP
SCALE: 1"=100D'
70
71_**7
ol 72
73
74
"Qas certifies that this copy of this PLAT accurately depicts the boundaryof the juris ' n of
sectio 04 of the Clean Water Act as determined by the undersigned on this . Unless
there is a ?l e in the law or our published regulations, th�ears
f Section 404
jurisdiction may elied upon for a period not to exceed fivhis date. The
undersigned complete is determination utilizing the ropriate Regional Supplement to the
1987 U. S. Army Corps of eers Wetland�e ineation Manual."
Regulatory Official:
Title:
Date:
'07,111111110 raw
"This certifies that this copy of this PLAT identifies all areas of waters of the United States
regulated pursuant to section 404 of the Clean Water Act as determined by the undersigned on
this date. Unless there is a change in the law or our published regulations, the determination
of Section 404 jurisdiction may be relied upon for a period not to exceed five (5) years from this
date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U. S. Arjny Corps of Engineers VWtlands Delineation Manual."
Regulatory Official:
Title: ' e
Date:
USACE Action ID No.:
1-85 COORIDOR PARK
LINWOOD, NORTH CAROLINA
COVER SHEET
1t1I11,,, r,
CA
Lo
SEAL
L-3960
BUR
f,/fJ ✓
i
DOCUMENT NO.
31059-001
SHEET
C
OF74
a

Line Table
Line
Length
Direction
L1
38.45
S 13°04'58" W
L2
22.54
S 2°06'36" E
L3
39.15
S 14752'46" E
L4
27.58
S 5°26'27" W
L5
41.62
S 29°03'37" W
L6
80.00
S 34°21'16" W
L7
79.75
S 14°56'32" W
L8
87.11
S 10°21'34" W
L9
42.60
S 6°49'55" W
L10
37.84
S 37°17'16" W
L11
44.10
S 6'28'00" W
L12
8.55
S 14°26'11" W
L13
11.09
S 11°28'30" E
L14
42.64
S 4°04'15" W
L15
27.95
S 33'41'30" E
L16
35.66
S 12' 19'47" E
L17
43.67
S 56°44' 14" E
L18
50.36
S 33°06'34" E
L19
30.86
S 6'27'37" E
L20
10.04
S 45'14'46" E
L21
34.33
N 77°03'09" E
L22
31.16
S 88°02'02" E
L23
20.09
N 69°42'41 " E
L24
50.87
N 73°25'43" E
L25
35.10
N 75°03'05" E
L26
44.59
N 62°55'31 " E
L27
47.09
N 32'35'35" E
L28
28.90
N 37°39'55" E
Line Table
Line
Length
Direction
L29
39.99
N 46°29'26" E
L30
29.59
N 48°35'42" E
L31
31.78
N 48°54'44" E
L32
30.04
N 57°27'50" E
L33
36.16
N 75°45'39" E
L34
39.13
S 78°33'27" E
L35
18.13
S 36°27'19" E
L36
27.51
N 72°41'44" E
L37
34.01
N 60°52'58" E
L38
37.73
N 65' 14'02" E
L39
23.15
N 28°46'46" E
L40
26.92
N 49°21'33" E
L41
13.98
N 75°32'00" E
L42
34.55
N 29'32'46" E
L43
18.03
N 82°52'33" E
L44
36.39
N 58°38'54" E
L45
34.37
N 61 ° 12'50" E
L46
21.23
N 59°47'05" E
L47
22.92
N 63°00'21" E
L48
8.32
N 76"03'20" E
L49
18.38
N 85°29'53" E
L50
27.40
N 83'56'29" E
L51
6.70
S 68'43'11" E
L52
19.83
N 65°26'07" E
L53
13.10
N 65°53'29" E
L54
21.49
N 54!56'12" E
L55
12.61
S 43°39'01 " E
L56
18.58
S 67°09'19" E
Line Table
Line
Length
Direction
L57
10.17
S 22'29'58" E
L58
5.63
S 87°21'43" E
L59
31.49
N 49°20'51 E
L60
32.08
S 87°06'01 " E
L61
14.87
N 47°16'42 E
L62
7.07
S 58°06'35" E
L63
14.39
S 34°11'53" W
L64
11.33
S 74°27'35" W
L65
19.47
S 47°24'22" E
L66
29.27
N 71 °46'21 " E
L67
16.83
N 73°32'48" E
L68
30.01
N 84°15'56" E
L69
23.67
N 88'39'15" E
L70
22.60
S 72'17'40" E
L71
10.37
N 62'56'53" E
L72
32.77
S 79°56'38" E
L73
17.20
S 80'35'33" E
L74
9.68
S 86'05'50" E
L75
24.75
S 83' 17'44" E
L76
8.64
S 57'52'36" E
L77
16.54
N 87°08'25" E
L78
12.49
S 70°37'31 " E
L79
22.08
S 79'47'47" E
L80
20.05
N 86'12'10" E
L81
6.21
S 83'07'04" E
L82
23.16
S 80° 17'21 " W
L83
9.34
S 81' 14'29" W
L84
43.85
N 78'37'23" W
Line Table
Line
Length
Direction
L85
31.60
S 84°01'08" E
L86
28.13
S 89°50'50" E
L87
15.49
N 89°49'21 " E
L88
22.85
N 73°26'56" W
L89
22.98
N 78°35'43" W
L90
25.14
S 71'00'52" W
L91
23.09
N 56'12'34" E
L92
21.65
N 77°01'50" E
L93
34.67
S 53°36'19" E
L94
9.31
N 83°44'36" E
L95
19.82
N 44°47'37" E
L96
30.74
N 68°26'02" E
L97
29.76
N 46°57'53" E
L98
30.32
N 48° 11'38" E
L99
34.30
S 64'49'59" E
L100
34.57
N 5900'54" E
L101
37.39
N 59°55'28" E
L102
23.85
N 82°07'44" E
L103
21.35
N 51 °42'45" E
L104
17.44
N 4'01'53" E
L105
18.12
N 30°36'05" E
L106
24.95
N 3T36'1 2" E
L107
19.24
N 86°40'52" E
L108
16.58
N 62° 19'58" E
L109
24.82
N 30'25' 14" E
L110
23.13
N 72°29'50" E
L111
23.39
N 3°36'19" E
L112
32.14
N 25°46'21 " E
Line Table
Line
Table
Direction
Line
Length
N 30°04'19" E
Direction
23.88
L113
27.24
S
71°54'27"
E
L114
20.79
S
85°51'34"
E
L115
43.98
S
84'57'44"
E
L116
21.18
N
42°30'50"
E
L117
37.12
N
61°00'18"
E
L118
33.73
N
41°22'25"
E
L119
35.58
N
17°05'34"
E
L120
40.58
N
43°27'27"
E
L121
25.38
N
28730'17"
E
L122
36.63
N
43'50'03"
E
L123
28.63
N
35°14'40"
E
L124
34.35
N
28°03'40"
E
L125
22.81
N
46°03'44"
E
L126
45.03
N
71°07'13"
E
L127
41.20
N
71°37'01"
E
L128
28.02
N
73'40'04"
E
L129
40.69
S
86°21'36"
E
L130
42.63
N
55°39'21 "
E
L131
48.01
N
66°02'30"
E
L132
33.18
N
88'18'0 1 "
E
L133
35.93
S
86°27'05"
E
L134
17.09
S
85'03'50"
E
L135
12.17
N
14°42'10"
E
L136
29.14
N
82°12'47"
E
L137
13.44
S
17°59'58"
E
L138
15.74
S
86'12'38"
E
L139
28.77
N
61°44'56"
E
L140
21.99
N
74°12'14"
E
Line Table
Line
Length
Direction
L141
16.67
N 30°04'19" E
L142
23.88
N 25°00'17" E
L143
5.11
N 17'52'17" E
L144
14.05
N 60°07'01" E
L145
28.49
N 72°05'19" E
L146
11.52
S 72°21'44" E
L147
17.50
N 86°28'09" E
L148
11.61
N 10°09'43" W
L149
16.99
N 13°07'42" E
L150
13.00
N 51'24'15" W
L151
19.54
N 10' 18'07" E
L152
25.65
N 64°17'02" E
L153
27.89
N 68'42'46" E
L154
11.38
S 50°05'52" E
L155
20.16
N 50°38'41 " E
L156
5.79
S 75°09'08" E
L157
25.88
N 84706'28" E
L158
17.75
N 59°26'29" E
L159
15.01
N 17°58'34" W
L160
31.59
N 7'58'32" E
L161
15.27
N 59° 14'55" E
L162
14.80
S 58°30'02" E
L163
11.75
S 34°53'34" E
L164
9.80
N 67°32'43" E
L165
43.60
S 75°39' 16" E
L166
10.52
N 64°58'37" E
L167
30.45
N 33'20'16" E
L168
15.47
N 49°31'19" E
ANDERSON &ASSOCIATES INC.
u Professional Design Services
�(���
wvvw.andassoc.com 701&AAIbc Pick Rd'
Greensboro NC 27409
NC Cor orate License No. C-0867 336 931-D910
DATE : 28 JAN 16
DESIGNED:
DRAWN : JRC
CHECKED: JAB
QA/QC :
REV.M COMMENTS DATE
1-85 COORIDOR PARK
LINWOOD, NORTH CAROLINA
WETLAND SURVEY LINE CHARTS
DOCUMENT No.
31059-001
SHEET
1 OF 74

Line Table
Line
Length
Direction
L338
9.19
N 35°25'23" E
L339
8.61
S 43°25'40" E
L340
8.54
S 32°54'12" W
L341
12.29
S 83°33' 10" E
L342
21.70
N 35°06'15" E
L343
8.44
S 30° 16'41 " E
L344
10.95
S 27°27'16" W
L345
16.00
S 55°06'12" W
L346
18.28
N 69'36'55" W
L347
26.74
N 35°27'59" E
L348
60.37
N 46°11'09" E
L349
37.66
N 60°58'32" E
L350
34.72
N 49°52'48" E
L351
43.64
N 64°20'42" E
L352
37.49
N 80°54'46" E
L353
46.63
N 71°46'20" E
L354
24.50
N 66°53'05" E
L355
54.44
S 45°44'45" E
L356
6.25
S 16°53'47" W
1-35/
22.38
N 20°26'22" E
L358
29.17
N 21°23'12" E
L359
27.08
N 17°01'47" E
L360
34.65
N 25°06'56" E
L361
18.44
S 30°26'57" W
L362
38,36
S 37'53'52" E
L363
54.81
N 19°21'57" W
L364
26.32
N 18° 14'37" W
L365
28.51
N 8° 14'08" W
Line Table
Line
Length
Direction
L366
35.46
N 14°38'08" W
L367
41.63
N 24°55'48" W
L368
45.58
N 21°59'40" W
L369
32.61
S 12°10'03" W
L370
26.82
S 19°50'05" E
L371
45.99
N 14°55'07" W
L372
29.32
N 5° 12'45" E
L373
35.96
S 33°03'38" W
L374
15.31
S 43°11'24" E
L375
30.32
N 5°41'14" W
L376
49.52
N 4°20'55" E
L377
25.62
N 14°00'30" W
L378
29.51
S 50'45'35" W
L379
6.47
S 81°11'55" E
L380
26.88
S 79'40'19" W
L381
33.09
S 6°07'52" W
L382
32.80
S 10°04'35" W
L383
38.56
N 83°50'09" W
L384
32.37
S 40°49'33" W
L385
14.18
S 80`54'46" W
L386
13.45
N 60° 12'54" E
L387
28.10
N 29° 19'35" E
L388
30.65
N 2°30'39" W
L389
38.36
N 32°13'36" E
L390
41.93
N 66°45'12" E
L391
8.70
S 55° 12'22" W
L392
16.85
S 72°59'51 " E
L393
55.84
S 77°08'55" E
Line Table
Line
Length
Direction
L394
71.40
S 25°17'07" E
L395
44.78
S 52°31'20" E
L396
52.29
S 42°23'00" E
L397
29.79
S 27°42'27" E
L398
33.63
S 12°02'36" E
L399
14.51
S 45°32'41" E
L400
24.26
S 29°56'05" W
L401
21.11
S 42°05'01" E
L402
38.97
N 8"02'35" E
L403
144.60
N 7°18'26" E
L404
27.56
N 5°57'27" E
L405
50.06
N 8°07'48" E
L406
24.81
N 5°08'36" W
L407
25.73
N 14°48'19" W
L408
24.51
N 49°05'15" W
L409
23.51
N 78°25'31 " W
L410
15.41
S 88°50'23" W
L411
8.78
S 88°40'31 " W
L412
29.41
S 74°08'13" W
L413
12.42
S 82" 11 '22" W
L414
69.61
S 36°54'36" W
L415
36.68
S 50'01'08" W
L416
58.70
S 58°52'25" W
L417
40.07
N 77'18'37" W
L418
15.50
N 27`50'23" E
L419
27.33
N 23°20'30" E
L420
22.70
N 11°42'48" E
L421
163.64
N 36°42'30" E
Line Table
Line
Length
Direction
L422
40.34
N 35°09'24" E
L423
5.46
N 45°07'34" E
L424
22.93
N 45°38'23" E
L425
15.20
N 40°08'42" E
L426
6.69
N 4°30'35" W
L427
25.73
N 84°45'51 " E
L428
15.60
S 66° 13'36" E
L429
45.35
N 16°04'23" E
L430
48.93
N 36°47'47" E
L431
33.13
N 43°18'04" E
L432
25.11
N 27°41'59" E
L433
31.59
N 47°05'28" E
L434
26.60
N 62°23'16" E
L435
34.35
S 24°57'02" W
L436
31.17
S 36°03'28" W
L437
26.59
S 31°49'12" W
L438
38.00
S 42'31'09" W
L439
43.44
S 33°01'56" W
L440
32.02
S 21°05'33" W
L441
21.66
S 45' 1 /'10" W
L442
22,48
S 10°50'37" E
L443
22.06
S 0°53'19" W
L444
52.34
S 23°49'44" E
L445
2.03
S 89`43'04" W
L446
16.28
S 78°34'57" E
L447
7.28
S 36°52'46" W
L448
28.85
S 89°26'23" W
L449
7.05
S 40°49'31" E
Line Table
Line
Length
Direction
L450
26.05
S 71°54'34" E
L451
25.18
S 70°02'07" E
L452
36.55
S 53°51'25" E
L453
105.77
S 1°20'23" W
L454
33.17
S 76°09'56" E
L455
108.57
S 39'30'55" E
L456
10.24
S 12°53'02" E
L457
19.97
S 61°57'10" W
L458
142.75
S 55'17'26" W
L459
28.35
S 71°03'09" W
L460
30.92
S 39°33'54" E
L461
61.25
S 32°56'59" E
L462
12.70
S 67°01'23" E
L463
27.75
S 83°30'24" E
L464
48,84
N 17°49'30" E
L465
74.53
N 46°28'22" E
L466
90.92
N 62°02'57" E
L467
66.75
N 64°01'04" E
L468
48.16
S 54°21'41" E
L469
69.01
S 54'5 /'15" W
L470
40.97
S 54°19'44" W
L471
51.39
S 56'42'25" W
L472
75.98
S 54°16'22" W
L473
47.06
S 44`13'24" W
L474
12.35
S 79`26'09" W
L475
21.18
N 31°48'25" W
L476
12.64
N 9°33'09" E
L477
12.06
S 53° 17' 13" W
Line Table
Line
Length
Direction
L478
6.00
S 64°33'48" W
L479
43.59
S 82°18'27" W
L480
7.48
N 84°29'15" W
L481
20.67
N 89°07'46" W
L482
18.74
S 88°22'36" W
L483
21.60
S 89°55'14" W
L484
24.92
N 46°27'54" W
L485
25.53
N 48° 05' 11 " W
L486
21.58
N 80°48'36" W
L487
45.06
N 59°32'58" W
L488
20.38
N 53°59'12" W
L489
56.41
N 53°38'06" W
L490
34.94
N 40°34'52" W
L491
18.30
N 10°25'41 " W
L492
19.61
N 58°09'49" W
L493
48.01
N 62°39'43" W
L494
32.33
N 61°46'55" W
L495
29.57
N 29°40'26" W
L496
35.27
N 23°34'00" W
L497
31.03
N 3436'25" W
L498
15.26
S 50°27'53" W
L499
31.19
N 56°05'18" W
L500
26.27
N 22°05'35" W
L501
11.21
N 3°23'27" W
L502
6.39
N 3°23'27" W
L503
24.03
N 38°50'00" W
L504
16.00
N 53°57'04" W
L505
40.44
N 69°21'06" W
/� /� ANDERSON & ASSOCIATES INC. DATE 28 JAN 16 REV.A COMMENTS DALE DOCUMGNI"NO.
Q/ \Q( \ DESIGNED: 3IOS9-OOI
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www.andassoc.com 7015-A .11b.. C 2 40d. CHECKED : JAB HCEr
Greensboro, NC 27409 LINWOOD, NORTH CAROLINA s �a
NC Corporate License No. C-0867 sas-sal-oslo Dnioc or

Curve Table
Line
Table
Length
Line
Length
Chord Distance
Direction
L674
23.90
N
88'33'51 "
E
L675
11.76
S
57'00'27"
E
L676
21.10
S 59'00'37"
W
L677
32.16
S
78'30'23"
W
L678
48.49
S
72'21'53"
W
L679
4.31
S
14'42'15"
W
L680
27.30
S
51'54'32"
W
L681
31.16
S
53'41'06"
W
L682
29.25
S
77'53'58" W
L683
38.50
S
55'21'00"
W
L684
51.07
S
68'21'19"
W
L685
27.68
S
4835'03"
W
L686
19.19
S
8557'45"
W
L687
24.89
N
47'16'33"
W
L688
22.25
S
17'21'15"
W
L689
28.96
S
16'06'47" W
L690
10.16
S
20'59'54"
E
L691
40.48
N
76'05'28"
E
L692
27.83
N
70'03'23"
W
Curve Table
Curve #
Radius
Length
Tangent
Delta
Chord Distance
Chord Bearing
C1
285.00'
309.21'
171.80'
62'09'50"
294.27'
N 64'31'17" E
C2
335.00'
170.84'
87.32'
29'13'06"
168.99'
S 46'44'27" W
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ANDERSON Sc ASSOCIATES INC.
DATE 28 JAN 16
REV. COMMENTS DATE
DOCUMENT NO.
\U/ Professional Design Services
DESIGNED:
DRAWN JRC
I-85 COORIDOR PARK
WETLAND SURVEY LINE CHARTS
31059-001 0
www.andassoc.com 7015-AAlb.d Pick Rd.
CHECKED: JAB
SHEET o
Greensboro, NC 27409
QA QC
LINWOOD, NORTH CAROLINA
4A 74 a
NC Corporate License No. C-0867 336-931-0910
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andassoccom Gr ons oro,N 2740 CHECKED: JAD WETLAND SURVEY SHEET
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Professional Design Services DRAWN : JRC
www.andassoacom 7015-A orort Pick 40 CHECKED: JAB WETLAND SURVEY SHEET
Greensboro1 NC 27409 QA1QQ LINWOOD, NORTH CAROLINA 6 74
NC Cor orate License No. C-0867 336-931-0910 OF i

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Q(1Q� DRAWNE°: 1-85 COORIDOR PARK
UU Professional Design Services DRAWN JRC WETLAND SURVEY 31059-001
www.andassoc.com 7o15 -A orort Pick 40d. CHECKED: JAB SHEET
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D.B.0157, Pg.0157
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A&A Control Point #8013 -----------------
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50 25 0 50 100 150
SCALE IN FEET
Matchline Sheet 20
DATE 28 JAN 16
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PIN 6702-01-09-6492
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Matchline Sheet 20
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I-85 COORIDOR PARK
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LINWOOD, NORTH CAROLINA
NC Corporate License No. C-0867 336-931-0910
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DATE 28 JAN 16
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DRAWNEo
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WETLAND
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ANDERSON &ASSOCIATES, INC.
DATE 28 JAN 16
REV.# COMMENTS DATE
DOCUM
31059-001
DRAWNEo
I-85 COORIDOR PARK
WETLAND
Professional Design Services
DRAWN : JRC
SURVEY
701 5-A
Q/1Q�
www.andassoc.com Greensbo�rro, NCbcrt 1C27409
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DATE 28 JAN 16
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NC Corporate License No. C-0867 336-931-0910
DATE : 28 JAN 16
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DRAWN JRC
CHECKED, JAB
QA/QC
KEv. N COMMENTS DATE
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I-85 COORIDOR PARK
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DOCUMENT NO.
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1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL).
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE N
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED w
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COST TO THE OWNER. CONTRACTOR TO NOTIFY N.C. ONE -CALL CENTER AT ui_
1-800-632-4949 (or 811) PRIOR TO EXCAVATION. CONTRACTOR SHALL
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2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
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WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING �]
CONSTRUCTION SHALL BE REINSTALLED BY THE CONTRACTOR. ALL COST OF ^
REINSTALLING EXISTING DRIVEWAY PIPE. REPLACING UNDERSIZED PIPES OR
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CONTRACTOR. DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BEco
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COST PER LINEAR FOOT OF SEWER MAIN INSTALLATION. • N
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SPECIFICATIONS.
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AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE.
COST FOR STONE SCREENING AND ROADWAY CLEANING SHALL BE INCLUDED IN Z
THE LINEAL FOOTAGE PRICE FOR SEWER INSTALLATION. CONTRACTOR SHALL
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PERMANENT POINTS OF REFERENCE DESTROYED/REMOVED BY THE CONTRACTOR C° o z
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WATER MAIN, THE SANITARY SEWER SHALL BE LAID AT SUCH AN ELEVATION m
THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL
SEPARATION, IN WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE o
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH
SIDE OF THE POINT OF CROSSING. U
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WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER,
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FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN w
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CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT
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SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING
OR PROPOSED WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE THE SANITARY SEWER
SHALL BE LAID IN A SEPARATE TRENCH WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER WITHIN A
HORIZONTAL SEPARATION OF AT LEAST 3'.
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EROSION CONTROL NOTES - LU C)
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IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN EROSION ON SITE, Q
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MEASURES AND/OR GRADING SHALL BE CALLED TO THE ATTENTION OF THE Q U
ENGINEER AND THE EROSION CONTROL INSPECTOR. Q
4. WEATHER FORECAST SHALL BE MONITORED. THE CONTRACTOR SHALL PREPARE
FOR RAIN EVENTS BY EXAMINING ALL EROSION CONTROL MEASURES PRIOR TO
START OF PRECIPITATION. FOLLOWING PRECIPITATION EVENTS, THE CONTRACTOR
SHALL INSPECT EROSION CONTROL DEVICES, MAKE ANY NECESSARY REPAIRS,
AND DOCUMENT THESE ACTIVITIES.
5. IF FILL MATERIALS ARE TO BE BROUGHT ON TO THIS PROJECT OR WASTE SHEET NO.
MATERIALS ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE
DISCLOSED AND SHOWN ON THE EROSION CONTROL AND GRADING PLAN.
BORROW AREAS AND DUMP SITES ARE CONSIDERED TO BE PART OF THIS
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY
BORROW OR DUMP SITES, PREPARATION OF EROSION CONTROL PLANS FOR
THESE SITES, OBTAINING APPROVAL FROM THE NCDENR LAND QUALITY SECTION,
AND FOR INSTALLATION OF EROSION CONTROL MEASURES AND STABILIZATION OF
THESES SITES. OF
0
J 0
O
Q
SHEET LIST
1.
CONTRACTS
1
& 2
INDEX
2.
CONTRACT
1
PUMP
STATION ACCESS ROAD STA. 10+00 TO
STA. 20+00
3.
CONTRACT
1
PUMP
STATION ACCESS ROAD STAO 20+00 TO
STA. 30+43
4.
CONTRACT
1
PUMP
STATION SITE PLAN
5.
CONTRACT
1
PUMP
STATION TOP PLAN
6.
CONTRACT
1
PUMP
STATION BOTTOM PLAN
7.
CONTRACT
1
PUMP
STATION SECTIONS
8.
CONTRACT
1
PUMP
STATION CONTROL BUILDING
9.
CONTRACT
1
PUMP
STATION DETAILS & CHEMICAL BUILDING
10.
CONTRACT
1
FORCE
MAIN STA.
10+00 TO STA. 22+00
11.
CONTRACT
1
FORCE
MAIN STA.
22+00 TO STA. 34+00
12.
CONTRACT
1
FORCE
MAIN STA.
34+00 TO STA. 46+00
13.
CONTRACT
1
FORCE
MAIN STA.
46+00 TO STA. 56+50
14.
CONTRACT
2
FORCE
MAIN STA.
10+00 TO STA. 22+00
15.
CONTRACT
2
FORCE
MAIN STA.
22+00 TO STA. 34+00
16.
CONTRACT
2
FORCE
MAIN STA.
34+00 TO STA. 46+00
17.
CONTRACT
2
FORCE
MAIN STA.
46+00 TO STA. 58+00
18.
CONTRACT
2
FORCE
MAIN STA.
58+00 TO STA. 70+00
19.
CONTRACT
2
FORCE
MAIN STA.
70+00 TO STA. 82+00
20.
CONTRACT
2
FORCE
MAIN STA.
82+00 TO STA. 94+00
21.
CONTRACT
2
FORCE
MAIN STA.
94+00 TO STA. 106+00
22.
CONTRACT
2
FORCE
MAIN STA.
106+00 TO STA. 118+00
23.
CONTRACT
2
FORCE
MAIN STA.
118+00 TO STA. 130+00
24.
CONTRACT
2
FORCE
MAIN STA.
130+00 TO STA. 142+00
25.
CONTRACT
2
FORCE
MAIN STA.
142+00 TO STA. 154+00
26.
CONTRACT
2
FORCE
MAIN STA.
154+00 TO STA. 166+00
27.
CONTRACT
2
FORCE
MAIN STA.
166+00 TO STA. 178+00
28.
CONTRACT
2
FORCE
MAIN STA.
178+00 TO STA. 190+00
29.
CONTRACT
2
FORCE
MAIN STA.
190+00 TO STA. 202+00
30.
CONTRACT
2
FORCE
MAIN STA.
202+00 TO STA. 214+00
31.
CONTRACT
2
FORCE
MAIN STA.
214+00 TO STA. 226+00
32.
CONTRACT
2
FORCE
MAIN STA.
226+00 TO STA. 238+00
33.
CONTRACT
2
FORCE
MAIN STA.
238+00 TO STA. 244+00
34.
CONTRACTS
1
& 2
STANDARD
DETAILS
35.
CONTRACTS
1
& 2
EROSION CONTROL DETAIL
E1.
CONTRACT
1
PUMP
STATION ELECTRICAL LEGEND, NOTES &
ONE -LINES
E2.
CONTRACT
1
PUMP
STATION ELECTRICAL SITE PLAN
E3.
CONTRACT
1
PUMP
STATION ELECTRICAL DETAILS
Davidson
County
Support Services
Davidson County Support Services
I-85 Business 'Park
Sanitary Sewer Improvements
1-85 Business Park Sanitary Sewer Improvements
Contract
2
Permanent Ditch Lining Calculations
Temporary Ditch
Lining Calculations
Location Side Slope Flow
M pth Proposed
Liner Proposed Width
Location Side Slope Flow Depth
Proposed Liner Proposed Width
Station M
D
Station M D
1 38+00-39+50 3
0.17 Straw
Blanket
1
1 38+00- 39+50 3 0.75
Class C 1
2 41100-42100 3
0.14 Straw
Blanket
1
2 41+00-42+00 3 0.78
Class 1
3 43+00 45+00 5
0.20 Straw
Blanket
1
3 43+00- 45+00 5 0.66
Class C 1
4 50+80 - 52+30 2.9
0.13 Straw
Blanket
1.7
4 50+80- 52+30 2.9 0.55
Class C 1.7
5 55+00 - 57+00 4.9
0.21 None
N/A
5 55+00- 57+00 4.9 0.83
Class C 1
6 64+00 - 65+30 3.9
0.16 Straw
Blanket
1
6 64+00- 65+30 3.9 0.68
Class C 1
7 68+70 - 70+50 3.1
1.01 Class
I Rip rap
1.1
7 68+70- 70+50 3.1 1.34
Class C 1.1
8 71+20 - 75+70 2.8
0.50 Coconut
Blanket
1
8 71+20- 75+70 2.8 0.96
Class C 1
9 75+80 - 80� 20 4.6
0.64 Straw
Blanket
1.4
9 75+80 - 80+20 4.6 0.91
Class C 1.4
10 80+20 - 83+20 3.4
0.32 Coconut
Blanket
1.4
10 80+20- 83+20 3.4 0.82
Class C 1.4
11 83+20-85+50 2-8
0-70 Straw
Blanket
1-8
11 83+20- 85+50 2.8 0.71
Class C 1.8
17 99+60- 102+60 0.9
0.12 Straw Blanket
1.2
12 99+60 - 102+60 4.9 0.54
Class C 1.2
%'.
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W �:
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GENERAL CONSTRUCTION NOTES:
•�nnnn����,
1. ALL EXISTING UNDERGROUND UTILITY LOCATIONS WERE TAKEN FROM AVAILABLE
RECORDS AND ARE APPROXIMATE ONLY (HORIZONTAL AND VERTICAL).
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES BEFORE N
BEGINNING CONSTRUCTION. CONTRACTOR SHALL NOTIFY USERS 24 HOURS
PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE. ANY UTILITIES DAMAGED w
DURING CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL z
COST TO THE OWNER. CONTRACTOR TO NOTIFY N.C. ONE -CALL CENTER AT ui_
1-800-632-4949 (or 811) PRIOR TO EXCAVATION. CONTRACTOR SHALL
NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY 0
UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM THE PLANS.
z
2. ALL DRIVEWAY PIPES 12" IN DIAMETER OR LESS DISTURBED DURING
Cn
CONSTRUCTION IN STREETS DESIGNATED AS STATE ROADS SHALL BE REPLACED
WITH 15" RCP. ALL DRIVEWAY PIPES OF SUITABLE SIZE DISTURBED DURING �]
CONSTRUCTION SHALL BE REINSTALLED BY THE CONTRACTOR. ALL COST OF ^
REINSTALLING EXISTING DRIVEWAY PIPE. REPLACING UNDERSIZED PIPES OR
co
PIPES DAMAGED DURING CONSTRUCTION SHALL BE INCLUDED IN THE COST PER
LINEAR FOOT OF SEWER MAIN INSTALLATION. ALL EXISTING PIPE THAT IS
co
REPLACED WITH NEW PIPE SHALL BECOME THE PROPERTY OF THE O LLJ
CONTRACTOR. DRIVEWAY PIPES THAT ARE DISTURBED OR REPLACED SHALL BEco
PROVIDED WITH PROPER INLET AND OUTLET PROTECTION. ALL COST OF
DRIVEWAY PIPE INLET AND OUTLET PROTECTION SHALL BE INCLUDED IN THE "-
COST PER LINEAR FOOT OF SEWER MAIN INSTALLATION. • N
00
3. CONTRACTOR TO REGRADE, SHAPE UP, AND STONE ALL GRAVEL DRIVEWAYS co
AFTER CROSSING. TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES N
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DURING CONSTRUCTION. ALL WORK DONE WITHIN NCDOT RIGHT-OF-WAY SHALL H
BE PERFORMED IN ACCORDANCE WITH APPROVED ENCROACHMENT AGREEMENT. Fig -ill/ oes
4. CONTRACTOR TO RESET ALL DISTURBED SIGNS, MAIL BOXES, ETC. co
CONTRACTOR SHALL RESEED ALL DISTURBED AREAS IN ACCORDANCE WITH (n N
SPECIFICATIONS.
5. DURING PIPELINE INSTALLATION, EXCAVATED MATERIALS PLACED ON THE L1J
ADJACENT STATE ROAD SHALL BE PLACED UPON A LAYER OF STONE
SCREENINGS. AT THE END OF EACH DAY, ALL MATERIALS SHALL BE REMOVED • L1J
AND THE ROADWAY SHALL BE THOROUGHLY CLEANED OF ALL SOIL RESIDUE.
COST FOR STONE SCREENING AND ROADWAY CLEANING SHALL BE INCLUDED IN Z
THE LINEAL FOOTAGE PRICE FOR SEWER INSTALLATION. CONTRACTOR SHALL
AVOID DAMAGE TO THE EXISTING ASPHALT. ASPHALT WHICH IS DAMAGED Q
DURING CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE o
OWNER. Z o
A
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, LJJ
MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER "' a a
PERMANENT POINTS OF REFERENCE DESTROYED/REMOVED BY THE CONTRACTOR C° o z
SHALL BE REPLACED BY A NORTH CAROLINA PROFESSIONAL LAND SURVEYOR - U z
AT THE CONTRACTOR'S EXPENSE. Q CO
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7. THE CONTRACTOR SHALL MAINTAIN SEPERATION BETWEEN SEWER AND WATER U z z
MAINS AS FOLLOWS: v J
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a w =D
A. CROSSING A WATER MAIN OVER A SANITARY SEWER w C:) C)I C� U1 "'I `"
WHENEVER IT IS NECESSARY FOR A SANITARY SEWER TO CROSS UNDER A }
WATER MAIN, THE SANITARY SEWER SHALL BE LAID AT SUCH AN ELEVATION m
THAT THE BOTTOM OF THE WATER MAIN IS 18" ABOVE THE TOP OF THE
SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT 18" VERTICAL
SEPARATION, IN WHICH CASE BOTH WATER MAIN AND SEWER SHALL BE o
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH
SIDE OF THE POINT OF CROSSING. U
w
B. CROSSING A WATER MAIN UNDER A SANITARY SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER,
BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN w
STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF a
CROSSING. A SECTION OF WATER MAIN SHALL BE CENTERED AT THE POINT
OF CROSSING.
w - N U-) �0
C. LATERAL SEPARATION OF SEWERS AND WATER MAINS
SANITARY SEWERS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING
OR PROPOSED WATER MAINS, UNLESS LOCAL CONDITIONS OR BARRIERS
PREVENT A 10' LATERAL SEPARATION, IN WHICH CASE THE SANITARY SEWER
SHALL BE LAID IN A SEPARATE TRENCH WITH THE ELEVATION OF THE BOTTOM
OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER WITHIN A
HORIZONTAL SEPARATION OF AT LEAST 3'.
D. A 24" MIN. VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM W
SEWER AND SANITARY SEWER LINES, OR FERROUS PIPE MATERIALS SHALL BE U Q 0
UTILIZED. n
Z
8. ALL CONSTRUCTION SHALL TAKE PLACE WITHIN THE PERMANENT UTILITY W W W
AND/OR TEMPORARY CONSTRUCTION EASEMENT SHOWN ON THE PLANS. � (/) X:0
THESE SHALL BE CONSIDERED THE LIMITS OF CONSTRUCTION FOR THE W W W
PROJECT. ANY WORK/DISTURBANCE OUTSIDE OF THE CONSTRUCTION LIMITS [-- Z �> �-
SHALL REQUIRE WRITTEN APPROVAL FROM THE AFFECTED PROPERTY O O p
OWNER(S), TO BE OBTAINED BY THE CONTRACTOR. 0 01� Z
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND I� m 37 CO
LAYOUT NECESSARY FOR COMPLETION OF THE PROJECT. Z) L(7 -0 00 x
ry W
EROSION CONTROL NOTES - LU C)
1. THE EROSION CONTROL INSPECTOR CAN BE REACHED AT 336-771-5000. ~ N 3: Z
Z LU -
2. EROSION CONTROL DEVICES ARE TO BE INSTALLED BASED ON THE DETAILS 05 W
PROVIDED UNDER THE APPROVED PLANS. THE PLANS AND DETAILS ARE BASED O -LU
ON THE NC EROSION AND SEDIMENT PLANNING AND DESIGN MANUAL. U �- Of LU
3. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL 0 Q 0
INSPECTOR. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY
THE EROSION CONTROL INSPECTOR THAT ARE NOT INDICATED ON THE PLANS. IT Z
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTAIN EROSION ON SITE, Q
REGARDLESS OF THE MEASURES REQUIRED. ANY CHANGE IN THE EROSION 0 0
MEASURES AND/OR GRADING SHALL BE CALLED TO THE ATTENTION OF THE Q U
ENGINEER AND THE EROSION CONTROL INSPECTOR. Q
4. WEATHER FORECAST SHALL BE MONITORED. THE CONTRACTOR SHALL PREPARE
FOR RAIN EVENTS BY EXAMINING ALL EROSION CONTROL MEASURES PRIOR TO
START OF PRECIPITATION. FOLLOWING PRECIPITATION EVENTS, THE CONTRACTOR
SHALL INSPECT EROSION CONTROL DEVICES, MAKE ANY NECESSARY REPAIRS,
AND DOCUMENT THESE ACTIVITIES.
5. IF FILL MATERIALS ARE TO BE BROUGHT ON TO THIS PROJECT OR WASTE SHEET NO.
MATERIALS ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST BE
DISCLOSED AND SHOWN ON THE EROSION CONTROL AND GRADING PLAN.
BORROW AREAS AND DUMP SITES ARE CONSIDERED TO BE PART OF THIS
PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY
BORROW OR DUMP SITES, PREPARATION OF EROSION CONTROL PLANS FOR
THESE SITES, OBTAINING APPROVAL FROM THE NCDENR LAND QUALITY SECTION,
AND FOR INSTALLATION OF EROSION CONTROL MEASURES AND STABILIZATION OF
THESES SITES. OF

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. X137, -PG. 181
NOTE: DISTURBANCE TO BE MINIMIZED \- - _ \ 0 B. NOTE: �
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CONTRACTOR SHALL MAKE PAYMENT FOR 3/4" WATER
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27+00
28+00
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SURFACE AREA REQUIRED (Q10 x 435 SF/CFS): 1,148 SF
SURFACE AREA PROVIDED: 1,560 SF
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STORAGE VOLUME PROVIDED: 3,348 CF
5 -FT WIDE x 0.5 -FT. DEEP WEIR
2:1 SIDE SLOPES
TOP OF EMBANKMENT: 644.5'
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\
PIN 7Q, 6703-03-001004—
D.B. �3Z—P-G 781 �\
CONTRACTOR SHALL MAKE PAYMENT FOR 3/4" WATER 45' BENDS
SERVICE TAP & METER (TO DAVIDSON WATER).
METER LOCATION TO BE DETERMINED BY DAVIDSON
WATER/CONTRACTOR - CONTRACTOR TO CONNECT
\ PROPOSED 2" SERVICE TO METER & EXTEND TO PUMP /
STATION., o0
\------------- -- \_
TEMP. CONSTRUCTION
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p� / / TYP. DISTURBED LIMITS \ ` 1 / TEMPORARY WETLAND/STREAM IMPACT
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1 \
\ YEFT SANK
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STABILIZAT 0
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9
BEALLGRAY FARM, INC. PERMANENT WETLAND/STREAM IMPACT
P/N NO. 6703-03-30-6623
D.B. 2180, PG. 1167
TEMPORARY WETLAND/STREAM IMPACT
NOTE: DISTURBANCE TO BE MINIMIZED
1 l LIMITED TO THE AREAS SHOWN.
II �\
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Line Table
Line #
Direction
Length
L 172
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354.86
L 173
S83 04 04 E
491.10
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S8251 '14'E
137.55
L 175
S83'006'E
56.02
L 176
S84'13"52 "E
60.86
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N83 5104 "W190.
L 184
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251. 3
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184.39
L186
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136.52
L187
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j 154.40
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MAt C/A F. TRANTHAM
PIN"N 6703-04-60-1058
CC NOTE: DISTURBANCE TO BE MINIMIZED D.B. 1060, PG. _1.165
I BEALLGRAX FARM, INC.LIMITED TO THE AREAS SHOWN. I r
r PIN NO. 6703-03-30-66?3 DA . 670SON WATER, INC.
D.B. 218 , PG. 11,677- P/N NO. 6702— G. 140 8767
� D.B. 832, PG. 1404 \ � � � ✓f � / - r
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6702-02-69-09 0 ( J
D. . 665, PG. 283 0 0 0 0 0
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50 LF 24 STEEL ENCASEMENT � /
PIPE INSTALLED BY BORE & 10 `- ti �/ \
JACK METHOD42 L »
STE
O I � � _ PIPE FNSTALLEDE BY ENCASEMENT & NT
JACK METHOD
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,yoX > C 45 LF 24" STEEL ENCASEMENT _ _� WAr .11.25' BEND
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1 L
DISTURBED LIMITS � � �— —12" WATER
—
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22.5' EN W
45' BEND ` w 45' BENDS- 45' BENDS
/ �ti�P_ --38+00 8" WATER ! ! r►
RA R WIRE ACCESS / SF-
/\
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\ TEMP. SILT ` I + +
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Q CORPORATE AND OLI C OF THE RIPRAP FENCE (TYP.) L v / I / , w O
STATE OF NO AROLINA STABILIZATION °'13 TEMPORARY IMPACT: 21 FT / o Z
—
PIN NO. 6702 02 59-6397 I \ TEMP. CONST. o00
/ Q D.B. 993 PG. 1040 / I L 10.6' X6.9; \ J I I 1 \ BARRY D. THOMPSON A / ENTRANCE
\ / ` D50-8 I I P/ NO. 6702-02-59-8494
18" DEPTH B. 1974, PG. 1084
III � Po
ANO
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35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
NOTES:
1. CONTRACTOR SHALL PROVIDE ADEQUATE
MEASURES TO AVOID TRACKING
SEDIMENT OFF OF PROJECT AND ONTO
STATE ROADS. SEDIMENT THAT STILL
TRACKS ONTO STATE ROADS EVEN WITH
THESE MEASURES IN PLACE SHALL BE
SWEPT BACK ONTO THE PROJECT AT
THE END OF EACH WORK DAY.
0 40' 80'
SCALE: 1" = 40' HORIZ
1" = 4' VERT
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PERMANENT WETLAND/STREAM IMPACT
MEL/SSA S. HEI TMAN
PIN NO. 6703-04-60-8603
''•.,
THOMAS G OWENS
D.B. 2037, PG. 2040
ALENE L. THOMPSON
J •
TEMPORARY WETLAND/STREAM IMPACT
P/N NO. 6703-04-60-7505
D.B. 601 PG. 410
ROBERT W. WOODALL, SR. &
PIN NO. 6703-04-70-1801
D.B. 590, PG. 944
•`� %'%
JEAN E. WOODALL
PIN NO. 6703-04-60-9780
: Q Q rn N z Q
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NOTE: DISTURBANCE TO BE MINIMIZED
D.B. 1326, Pc. 180 < C
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LIMITED
TO THE AREAS SHOWN.
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D.B. 279 P
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PIN NO. 97
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D. B. 500, PG. 69
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336-956-22231 OR -
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PRIOR TO CONSTRUCTION
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46+00
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ROBERT FOKER, JR. &
JAMIE O. FOKER
PERMANENT WETLAND STREAM IMPACT
/
�'�.�
P/N NO. 6703-04-70-2962
D. B. 1041, PG. 394
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TEMPORARY WETLAND/STREAM IMPACT
NOTE: DISTURBANCE TO BE MINIMIZED
cREEKsiDE PLANTATION, LLc.
PIN NO. 6703-04-72-3476
WORK/CONSTRUCTION IN WETLAND AREAS
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= ?
LIMITED TO THE AREAS SHOWN. B.: 2117, PG. 689
�PB. 60, PG. 10
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CONTRACTOR SHALL MINIMIZE WETLAND
DISTURBANCE
TOPSOIL EXCAVATED FROM UTILITY TRENCHES
.
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SHALL BE STORED SEPARATELY FROM SUBSOILS
MINIMIZE MIXING OF TOPSOILS AND SUBSOILS IN
WETLAND AREAS TO THE GREATEST EXTENT
�.�`�,
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JOHN CLAREN W1ilTE
\ \ \
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PIN NO. 6703-0 -71-5118
( D.B. 1271, P . 287
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DISPOSAL AREA
USE ONLY ANNUAL NATIVE SPECIES SUITABLE FOR
WET LOCATIONS WITHIN WETLAND AREAS FOR SOIL
AND EROSION CONTROL. NON-NATIVE PERENNIALS
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CONTRACTOR SHALL RE -GRADE WETLAND AREAS
�\ \ \ 1 \ DISSIPATOR \� I I II TO PRE -CONSTRUCTION CONTOURS/ELEVATIONS
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1 \ /• � CONTRACTOR SHALL UTILIZE HEAVY CONSTRUCTION
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DOUGHNUT IN ET
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MATS FOR EQUIPMENT IN WETLAND/WET AREAS.
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D.B. 507, PG 929
ALCOA COMPANY OF AMERICA
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40� 80�
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BILLY J. BOWERS &
INSURE WATER QUALITY IN ADJACENT STREAM
FEATURE (S4) IS MAINTAINED.
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PIN NO. 6703-04-70-8989
FORCEMAIN INSTALLATION TO BE PERFORMED IN A „ ,
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6703-04-81-7558
790, PG. 619
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NOTES:
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1. CONTRACTOR SHALL PROVIDE ADEQUATE
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PAMELA EL CARD/NAL CHEMICALS INC.ONTO
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PIN NO. 6703-04-81-5454
D.B. 1623, PG. 211
PIN NO. 6703-04-91-1314
D.B. 2123, PG. 2423
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PIN NO. 6713-03-02 555
D. B. 300, PG. 12
1
DISTURBED LIMITS
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NOTE:
1. CONTRACTOR TO INSTALL
SEWER ACROSS SR 1131
VIA OPEN -CUT METHOD
WORK/CONSTRUCTION IN WETLAND AREAS
• CONTRACTOR SHALL MINIMIZE WETLAND
DISTURBANCE
• TOPSOIL EXCAVATED FROM UTILITY TRENCHES
SHALL BE STORED SEPARATELY FROM SUBSOILS
• MINIMIZE MIXING OF TOPSOILS AND SUBSOILS IN
WETLAND AREAS TO THE GREATEST EXTENT
PRACTICAL
• REPLACE TOPSOIL ONLY AFTER SUBSOILS HAVE
BEEN PLACED AND COMPACTED
• REMOVE EXCESS MATERIAL TO A HIGH GROUND
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WET LOCATIONS WITHIN WETLAND AREAS FOR SOIL
I I AND EROSION CONTROL. NON-NATIVE PERENNIALS
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• CONTRACTOR SHALL RE -GRADE WETLAND AREAS
r I TO PRE -CONSTRUCTION CONTOURS/ELEVATIONS
• CONTRACTOR SHALL UTILIZE HEAVY CONSTRUCTION
MATS FOR EQUIPMENT IN WETLAND/WET AREAS.
NO FILL MATERIAL FOR STABILIZATION WILL BE
I ` PERMITTED
1 • PROVIDE SOIL STABILIZATION WITH APPROPRIATE
WETLAND SEED MIX WITHIN 14 DAYS OF THE LAST
LAND DISTURBANCE ACTIVITY
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23
630
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122+00 123+00 124+00 125+00
126+00 127+00 128+00 129+00
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STA 240+50
FORCE MAIN TO BE
ABANDONED / REMOVED —
AS REQUIRED.
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PERMANENT WETLAND/STREAM IMPACT
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CITY OF LEXINGTON PRIOR TO RELOCATION OF
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2. CONTRACTOR SHALL COORDINATE WITH THE
CITY OF LEXINGTON PRIOR TO CONNECTION TO
THE EXISTING SANITARY MANHOLE.
SAN MANHOLE
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33

RING AND COVER SHALL BE USF
669—KL OR APPROVED EQUAL
STANDARD PRECAST MANHOLE
NTS
SA W --CUT EX MILL 1.5" & REPLACE
PA l/EMEN T WI TH 1.5 " SF9.5B
TACK PRIOR TO
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1H Top
Iutyl Rubber
1H Base
SA W— CUT EX.
PA YEMEN T
NOTES:
1. FOR CROSS—COUNTRY INSTALLATIONS, THE
ARV MH SHALL USE A FLAT TOP WITH THE
TOP A MINIMUM OF 12" ABOVE FINISHED
GRADE.
2. FITTINGS, NIPPLES, VALVES SHALL BE
BRASS.
3. TAPPING SADDLE SHALL BE DUCTILE IRON,
BRONZE, OR STAINLESS STEEL.
4' DIA. STANDARD
--",/PRECAST MANHOLE
MH STEPS
16" O.C. MAX.
TRACER WIRE_
LOOP
AIR RELEASE
AND/OR
VACUUM VALVE
TRACER WIRE TAPPING BALL
SADDLE VALVE
PROP. PIPELINE —\ �I
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\ COMPA CTED
7 BA CKFILL
"ROADWAY" "DRIVEWAYS"
STANDARD PAVEMENT REPAIR DETAILS
NTS
1. TRAFFIC BEARING ROAD PLATE OR STEEL PLATE CAN BE USED
FOR 24 HOURS DURING CURING OF CONCRETE.
2. 21A STONE SHALL BE MAINTAINED LEVEL WITH ROADWAY UNTIL
ASPHALT IS PLACED. ASPHALT SHALL BE S9.513, THICKNESS
EQUAL TO 1.5 X EXISTING PAVEMENT THICKNESS (2" MIN.).
3. BASE COURSE DENSITY SHALL BE 100%.
4. STONE BACKFILL SHALL BE COMPACTED TO 95% AND PLACED IN
6-12" LIFTS.
5. ALL PREPARATION, MATERIALS & METHODS SHALL BE IN
ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS,
LATEST REVISION.
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COIL & INSERT BELOW LID
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TRACING WIRE
TYPICAL UTILITY PIPE
*TRACER WIRE MUST BE INSTALLED
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CONNECTORS.
S.S. OR PLASTIC SPIDER
ASSEMBLY TWO PER LENGTH OF
PIPE MINIMUM ADEQUATELY
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NTS
DI PIPE — 0' TO 12'
CRUSHED
STONE
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MEASURES ONE INCH LONG ON
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18"x18"x6"
NOTES:
1. TRACER WIRE MUST BE INSTALLED DIRECTLY ABOVE
THE PIPE
2. SPLICE TRACER WIRE ONLY AS NECESSARY USING
MANUFACTURER APPROVED CONNECTORS
3. TRACER WIRE TO BE MADE ACCESSIBLE AT VALVES,
ARV MANHOLES AND ACCESS BOXES AS INDICATED.
4. CONTRACTOR SHALL VERIFY/TEST TRACER AND REPAIR
ANY FAILING SECTIONS.
TRACER WIRE INSTALLATION / ACCESS DETAIL
HAND
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34
OF

n
CLASS
EROSII
STONE
FILTER FAnniv
CROSS SECTION
STONE SECTION
TEMPORARY ROCK CHECK DAM
NOTE: TO BE INSTALLED IN CHANNEL DURING
CULVERT INSTALLATION. AFTER PIPE INSTALLATION
IS COMPLETE, UTILIZE STONE AS PEPE OUTLET
STABILIZATION.
CONSTRUCTION 1. Place stone to the lines and dimensions shown in the plan on a filter fabric
SPECIFICATIONS foundation.
2. Keep the center stone section at least 9 inches below natrual ground level
where the dam abuts the channel banks.
3. Extend stone at least 1.5 ft beyond the ditch banks to keep overflow water
from undercutting the dam as it re-enters the channel.
4. Set spacing between dams to assure that the elevation at the top of the lower
dam is the same as the toe elevation of the upper dam.
5. Protect the channel downstream from the lowest check dam, considering that
water will flow over and around the dam.
6. Make sure that the channel reach above the most upstream dam is stable.
7. Ensure that the channel appurtenances, such as culvert entrances below check
dams, are not subject to damage or blockage from displaced stones.
MAINTENANCE
Inspect check dams and channels for damage after each runoff event.
P g
Anticipate submergence and deposition above the check dam and erosion from
P g P
high flows around the edges of the dam. Correct all damage immediately. If
significant erosion occurs between dams, install a protective rip rap liner in that
portion of the channel.
Remove sediment accumulated behind the dams as needed to prevent damage
to channel vegetation, allow the channel to drain through the stone check dam,
and prevent large flows from carrying sediment over the dam. Add stones to
dam as needed to maintain design height and cross section.
0
STREAM
FLOW
IF FLOW IS PRESENT DURING SEWER LINE
INSTALLATION, TEMP. BYPASS PUMP TO
BE INSTALLED BY CONTRACTOR.
WATER LEVEL TO BE MAINTAINED MIN.
24" BELOW TOP OF SANDBAGS.
TEMP. PI
PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED CHANNEL
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SECTION A -A FILTER NOTES
BLANKET
1. Lo IS THE LENGTH OF RIPRAP
PIPE OUTLET TO WELL-DEFINED APRON
2. d=1.5 TIMES THE MAXIMUM
CHANNEL STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP PF THE BANK,
WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP -RAP AND
SOIL FOUNDATION.
5. DIMENSIONS AS
INDICATED ON PLANS
La
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N.T.S.
#57 FILTER AROUND PIPE INLET
STONE 3' MIN CLASS "B" FILTER STONE
12" THICK r--1 RIP RAP
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10'x10' DEWATERING BASINS
W/STABLE OUTLET © 2:1
SIDE SLOPE or SILT BAG(S)
TOP OF BANK
�G \- EROSION STONE
I
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SEWER
PIPE
THICK #4
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AS SHOWN ON PLANS
PLAN
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ON FACE (8 MIL. THICK)
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EX. INV. � SEWEf
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PIPE
SANDBAGS
SYNTHETIC FILTER
FABRIC SECTION A - A
CROSSING NUMBER PIPE SIZE PIPE LENGTH
1 15" 35 LF
2 21" 15 LF
3 15" 40 LF
4 15" 34 LF
5 15" 33 LF
TOP OF BANK
TEMPORARY
STONE DAM
NO FES.-
1) EROSION STONE TO BE "CLASS II" RIP -RAP d50=18" UNLESS DESIGNATED
DIFFERENTLY ON PLAN.
2) KEY SANDBAGS & FILTER FABRIC INTO CREEKBANKS AND INVERTS WHEN
POSSIBLE SANDBAGS TO BE MIN. 24" ABOVE WATER LEVEL.
3) SANDBAGS, POLYETHYLENE, & TEMPORARY CMP MAY BE DELETED ON DRAINAGE
DITCHES, WITHOUT ACTIVE FLOW, AS DIRECTED BY ENGINEER.
4) CONVERT TO PERMANENT CHANNEL STABILIZATION AFTER UTILITY LINE IS
INSTALLED.
5) BACKFILL OVER PIPE TO BE OF NON -ERODIBLE MATERIAL (ROCK OR STONE).
TEMPORARY CULVERT TYPE
STREAM CROSSING
N.T.S.
SECTION PLAN
RIP -RAP DONUT INLET PROTECTION
N.T.S.
I PIPE
#57 WASHED
STONE
#57 WASHED
STONE
rI ASS 'B'
-RAP
PLAN
CLASS 'B'
RID -RAD
NOTE:
STRUCTURAL STONE SHALL BE
(CLASS "B" STONE FOR EROSION SIL
CONTROL PURPOSES.
SEDIMENT CONTROL STONE SHALL BE
NO. 5 OR NO. 57 STONE.
LT -FENCE
VARIES (SEE PLAN)
2' MIN.
TOP VIEW
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1.5 FT.
F
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TEMPORARY STONE OUTLET
N.T.S.
7 PIPE
SECTION
14' MINJ
Temp. Forebay/Sediment
Storage Area
MAINTENANCE:
INSPECT OUTLET PROTECTION WEEKLY AND AFTER 1/2' OR GREATER RAINFALL. REMOVE
SEDIMENT AND RESTORE TO ORIGINAL DIMENSIONS WHEN SEDIMENT REACHES 1/2 DESIGN
DEPTH.
REPLACE CONTAMINATED GRAVEL FACING AND RESTORE STONES DISLODGED OR
DISPLACED.
BACKFILL SEDIMENT STORAGE AREA & SEED ON FINAL CLEANOUT (AFTER SITE IS
STABILIZED).
ROCK PIPE INLET PROTECTION WITH SEDIMENT STORAGE
NTS
COMPACTED
SOIL � 2' MIN.FLOW
o ,
18" MIN.
6' TYP
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONAL MATERIAL.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE
DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE
REGRADING AND CLEANOUT.
5. SOD THE CHANNEL TO PREVENT SEDIMENT FROM ENTERING THE CLEAN WATER
DIVERSION.
MAINTENANCE
INSPECT DIVERSION ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE
AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE
CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
CLEAN WATER DIVERSION
N.T.S.
2-3"
coarse aggregate
Washing - If conditions at the site are such that most of the mud and sediment
are not removed by vehicles traveling over the gravel, the tires should be
washed. Washing should be done on an area stabilized with crushed stone that
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more convenient and effective.
Construction
Specifications 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
tionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it.
3. Provide drainage to carry water to a sedment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may requuire periodic topdressing with 2 -inch
stone. After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
TEMPORARY CONSTRUCTION ENTRANCE
1. DRIVE STEEL POST 24" INTO GROUND AND EXCAVATE A 6" X 6" TRENCH
UPHILL ALONG THE LINE OF POSTS. MAX. 8' BETWEEN POSTS.
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE 6" INTO THE EXCAVATED TRENCH.
3. ATTACH THE FABRIC TO THE WIRE FENCE AND EXTEND THE
BOTTOM OF THE FABRIC 6" INTO THE TRENCH.
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO THRU THE FENCE AND CANNOT GO UNDER IT.
JV
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,
FER77LIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP
X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
/N 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET
AND STAPLED (2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICA77ONS, A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT lN1ERVALS. USE A ROW OF STAPLES 4" APART OVER EN77RE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4" BELOW THE FIRST ROW IN A
STAGGERED PA TTERN
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
REFER TO DITCH LINING SCHEDULES ON INDEX SHEET
NORTH AMERICAN GREEN
TEMPORARY DITCH LINING
INSTALLATION GUIDE
N T. S
BORE PIT -a
PROPOSED
ENCASEMENT
PIPE
SOIL
STOCKPILE
AREA
N
EDGE OF
PAVEMENT SFSF
Ooo�CHECK DAM
AT NATURAL
DRAINAGE OUTLET
BORE SITE DETAIL
N.T.S.
0
I
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FLOW
12" N.C.D.O.T. #57
Washed Stone.
I �
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EXCAVATED STORAGE
N.T.S.
VARIES
EXIST. CHANNEL SLOPE
EXIST. CREEK WIDTH
THE SCALE BAR SHOWN BELOW
MEASURES ONE INCH LONG ON
THE ORIGINAL DRAWING.
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND MULCHING OF THE UTILITIES
STRIP AND ALL DISTURBED AREAS.
MATERIALS:
A. LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN
PERCENT MAGNESIUM OXIDE. MIX INTO SOIL A MINIMUM OF 4" DEPTH.
B. FERTILIZER SHALL BE COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL BE
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PROJECT,
AND THE WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A
MANNER WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. MIX INTO SOIL A
MINIMUM OF 4" DEPTH.
C. GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS.
PURITY OF SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A
MINIMUM OF EIGHTY-FIVE PERCENT. THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL.
D. MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUIT- ABLE AND
APPROVED MATERIAL.
PREPARATION OF SEEDBED:
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF
DISKING TO A MINIMUM DEPTH OF FOUR INCHES. DISKING AND CROSS -DISKING, HARROWING, OR OTHER
APPROVED METHODS OF PRE- PARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED
FOUR -INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PRE- PARATION OF SEEDBEDS ON
SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE.
SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME
AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE
WITH THE APPROPRIATE SCHEDULE.
SEEDING:
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIX- TURE OF GRASS
SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE
SEED WORKED INTO THE SOIL TO A DEPTH OF APPROXIMATELY 1/2 INCH AND THEN COMPACTED BY MEANS OF
A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT.
ESTABLISHING PERMANENT VEGETATION:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS AFTER FINAL
GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING
APPROPRIATE PERMANENT SEEDING SCHEDULE.
PERMANENT SEEDING SCHEDULE - PIEDMONT REGION:
PLANTS & MIXTURES
PLANTING RATES
IRE
ENCE
STEEL POST
Aug 15 - Sept. 15 or
SERICEA LESPEDEZA
30 lbs/ac
i (REQ'D W/BURLAP ONLY)
Q
10 lbs/ac
10-10-10 FERTILIZER
LTER FABRIC
g
g
4,000 lbs/ac
Rye (grain)
(NO WIRE FENCE REQ'D)
0
0
1,111,
Annual Lespedeza
II
BACKFILL TRENCH WITH SOIL
(Kobe)
11
MATERIAL AND TAMPING OR
May 1 - Aug 15
German Millet *
40
750
� WASHED STONE TO 6" ABOVE
4,000**
Aug 15 - Dec 30
Rye (grain)
o
�k�Y
� GROUND... -
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12" N.C.D.O.T. #57
Washed Stone.
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EXCAVATED STORAGE
N.T.S.
VARIES
EXIST. CHANNEL SLOPE
EXIST. CREEK WIDTH
THE SCALE BAR SHOWN BELOW
MEASURES ONE INCH LONG ON
THE ORIGINAL DRAWING.
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND MULCHING OF THE UTILITIES
STRIP AND ALL DISTURBED AREAS.
MATERIALS:
A. LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING NOT LESS THAN TEN
PERCENT MAGNESIUM OXIDE. MIX INTO SOIL A MINIMUM OF 4" DEPTH.
B. FERTILIZER SHALL BE COMMERCIAL PRODUCE OF 10-10-10 ANALYSIS. ALL FERTILIZER SHALL BE
DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE CHEMICAL ANALYSIS OF THE PROJECT,
AND THE WEIGHT. IF NOT USED IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A
MANNER WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY ITS EFFECTIVENESS. MIX INTO SOIL A
MINIMUM OF 4" DEPTH.
C. GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL CONSIDERATIONS.
PURITY OF SEED SHALL BE A MINIMUM OF NINETY PERCENT AND THE GERMINATION SHALL BE A
MINIMUM OF EIGHTY-FIVE PERCENT. THE SEED LABEL SHALL BE A "CERTIFIED SEED" LABEL.
D. MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER SUIT- ABLE AND
APPROVED MATERIAL.
PREPARATION OF SEEDBED:
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE PREPARED BY MEANS OF
DISKING TO A MINIMUM DEPTH OF FOUR INCHES. DISKING AND CROSS -DISKING, HARROWING, OR OTHER
APPROVED METHODS OF PRE- PARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVERIZED
FOUR -INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PRE- PARATION OF SEEDBEDS ON
SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE.
SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED. PRIOR TO THE LAST TILLAGE OPERATION, LIME
AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE
WITH THE APPROPRIATE SCHEDULE.
SEEDING:
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIX- TURE OF GRASS
SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED SEEDER AT THE APPROPRIATE RATE, THE
SEED WORKED INTO THE SOIL TO A DEPTH OF APPROXIMATELY 1/2 INCH AND THEN COMPACTED BY MEANS OF
A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT.
ESTABLISHING PERMANENT VEGETATION:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING DAYS AFTER FINAL
GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING
APPROPRIATE PERMANENT SEEDING SCHEDULE.
PERMANENT SEEDING SCHEDULE - PIEDMONT REGION:
PLANTS & MIXTURES
PLANTING RATES
PLANTING DATE
TALL FESCUE
100 lbs/ac
Aug 15 - Sept. 15 or
SERICEA LESPEDEZA
30 lbs/ac
Feb 15 - Mar. 21
KOBE LESPEDEZA
10 lbs/ac
10-10-10 FERTILIZER
1,000 lbs/ac
Limestone
LIMESTONE
4,000 lbs/ac
Rye (grain)
IN EASTERN PIEDMONT, ADD 25 lbs/ac PENSACOLA BAHIAGRASS OR 10 lbs/ac
COMMON BERMUDAGRASS.
AFTER AUGUST 15, USE UNSCARIFIED SERICEA SEED.
MULCHING:
MULCH SHALL BE SMALL GRAIN STRAW APPLIED AT THE RATE OF 1.5 TONS PER ACRE (APPROX 60 BALES) TO
ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUMPS OR BUNCHES OF MATERIAL.
MULCH SHALL BE APPLIED IMMEDIATLEY AFTER SEEDING AND PREFERABLY ON THE SAME WORKING DAY THAT
THE SELECTED AREA IS SEEDED. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING BY
CRIMPING WITH A MULCH ANCHORING TOOL. ON STEEP SLOPES, USE A DULL HARROW SET SO IT WILL NOT
COVER THE MULCH.
MAINTENANCE AND RESEEDING:
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS, UNTIL ACCEPTANCE OF THE WORK BY WATERING,
MOWING, AND WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY STAND FOR ANY REASON
WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN. DAMAGE
RESULTING FROM EROSION, GULLIES, WASHOUTS, OR OTHER CAUSES PRIOR TO ACCEPTANCE SHALL BE
REPAIRED BY REFILLING WITH TOPSOIL, AND RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED
HEREIN.
ESTABLISHING PERMANENT VEGATATION -
PIEDMONT REGION
TEMPORARY SEEDING SPECIFICATIONS
PIEDMONT REGION
Application Rates (Ib/ac)
Recommended
Species
10-10-10
Agriculural
Straw
Seeding Dates
Seed
Fertilizer
Limestone
Jan. 1 - May 1
Rye (grain)
120
750
2,000
4,000**
Annual Lespedeza
50
(Kobe)
May 1 - Aug 15
German Millet *
40
750
2,000
4,000**
Aug 15 - Dec 30
Rye (grain)
120
1,000
2,000
4,000**
* a small stemmed Sudongross may
be substituted at a rate of 50 Ib/ac.
** Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A
disk with blades set nearly straight can
be used as a mulch anchoring tool.
"CLASS A" RIP -RAP
co l~
6" #57 STONE OR
EXIST. CREEK FILTER FABRIC
BOTTOM SURFACE RIP -RAP LINING,
CLASS B, UNLESS
OTHERWISE INDICATED
CONSTRUCTION NOTE ON PLAN
CONTRACTOR SHALL INSTALL SEWER LINE DURING DRY
CONDITIONS ONLY (NO FLOW OR BYPASS). RIP -RAP LINING
SHALL BE INSTALLED IMMEDIATELY FOLLOWING PLACEMENT OF
LINE. RIP -RAP STONE AND PLACEMENT DEPTH SHALL BE OF
SIZE INDICATED ON PLAN SHEET AT LOCATION OF CHANNEL
CROSSING.
RIP -RAP DITCH/CHANNEL LINING
N.T.S.
MAINTENANCE: Refertilize if growth is not
fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
Topdress with 50 Ib/acre of nitrogen in March.
If it is necessary to extend temporary cover beyond
June 15, overseed with 50 Ib/acre Kobe lespedeza
in late February or early March.
SEQUENCE of CONSTRUCTION
1. Obtain grading permit at pre -construction meeting on site.
2. Install stabilized construction entrance/
mud ramp at all construction entrances.
3. Clear site enough to install erosion control devices.
4. Install sediment and erosion control devices.
5. Clear and grade site.
6. Install drainage system.
7. Protect all drainage structures.
8. Maintain and clean erosion control facilities throughout
duration of project.
9. Seed site.
10. After all areas have been stabilized, remove all
temporary erosion control devices.
GENERAL MAINTENANCE PROVISIONS
Inspect temporary erosion control devices after each period
of significant rainfall. Check devices for rills, erosion, or
piping. All areas should be stabilized within 15 working days
after construction in that area. Denuded areas shall not exceed
1000 linear feet without seeding and stabilization. All areas
damaged prior to establishing permanent stabilization shall be
immediately re-established.
Additionally, the following items shall be performed in
accordance with the specific construction details on this
sheet:
1. Sediment basins and inlet protection devices shall be
cleaned when sediment has accumulated to one-half of the
design depth of the device. The sediment shall be placed
in the disposal area or applied to the land area. Any
gravel facings contaminated by the sediment shall be replaced
with clean gravel.
2. Rip -rap, silt fence, and earth berm diversions shall be
inspected for erosion, displacement, breaks, overruns, and
excessive sedimentation. These damages shall be repaired
by returning the device to its design condition.
3. Seeded areas eroded prior to permanent stablization shall
be regraded as necessary, reseeded and mulched until a
suitable surface is achieved.
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SHEET NO.
35
OF