20181618 Ver 1_401 Application_20181127

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS
November 27, 2018
Mr. James Lastinger
Regulatory Specialist
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mrs. Karen Higgins
NC Division of Water Resources
401 and Buffer Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
RE: PCN — NWP 12, General Certification 4133
Carolina Charter Academy
Wake County, North Carolina
Project No.: 42087
Dear Mr. Lastinger and Mrs. Higgins:
5410 Trinity Road P 919.866.4951
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
On behalf of Education Capital Solutions, LLC, Timmons Group is submitting a Preconstruction Notification
(PCN) for Nationwide Permits (NWP) 12 and General Certification (GC) 4133 associated with the Carolina
Charter Academy project located in Wake County, North Carolina. The project site encompasses
approximately 10 acres and is located along North Carolina Highway 55, approximately 1,400 feet south of
the intersection of North Carolina Highway 55 and Kennebec Church Road. Education Capital Solutions,
LLC purchased the property from the previous owner, William Dupree, on November 26, 2018. The
purpose of the project is to construct an educational institution within the southeastern section of Wake
County designed to provide educational services to the southern section of Wake County and the northern
section of Harnett County, North Carolina. To complete the construction of the educational institution, the
project requires the extension of an existing utility easement within the adjacent commercial property that
is located to the south. Consequently, a total of 0.03 acres of forested wetland and 18 linear feet of
intermittent stream will be temporarily impacted due to the extension of utility easement offsite. Please find
enclosed for your review the following items:
Appendix A
- Pre -Construction Notification Form
- Agent Authorization
Appendix B
- Figure 1 — Vicinity Map
- USACE Action Id: SAW -2018-01481; HWY 55 Tract — Approved Wetland/Buffer Delineation
Exhibit
- Carolina Charter Academy Impact Maps
Appendix C
- Carolina Charter Academy Construction Documents (complete set, dated October 24, 2018;
electronic submission only)
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

PROJECT HISTORY & EXISTING CONDITIONS:
The project site encompasses approximately 10 acres and is located along North Carolina Highway 55,
approximately 1,400 feet south of the intersection of North Carolina Highway 55 and Kennebec Church
Road. There are existing residential and agricultural operational building structures located within the
project site. Agricultural fields comprise the majority of the project site. Forested areas are located along
the eastern and southern property boundaries In addition, there is an intermittent unnamed tributary to
Neills Creek located along the southern property boundary. The project site is bound to the west by North
Carolina Highway 55. Located to the north and east are agricultural fields and forested areas. Located to
the south is a commercial property and an existing sanitary sewer easement.
WithersRavenel, Inc. conducted a wetland delineation in 2018 for the project site. WithersRavenel, Inc.
conducted an on-site jurisdictional determination with the USACE on July 10, 2018 (USACE Action Id:
SAW -2018-01481; attached HWY 55 Tract — Approved Wetland/Buffer Delineation Exhibit).
PROPOSED PROJECT:
The proposed development, known as Carolina Charter Academy, will consist of an educational institution
in addition to parking, stormwater control measures (SCMs), and utility improvements. The project requires
connection to an existing utility easement located within the adjacent commercial property to the south. As
a result, a utility easement will temporarily impact forested wetlands located in the extreme southwestern
corner of the project site. Installation of the utility lines will be performed in such a manner as to not drain
adjacent wetlands (i.e. will not create a french drain affect), and the top 6 to 12 inches of excavated material
from the trench will be backfilled and returned to pre -construction elevations. The gravity sanitary sewer
line will also cross one (1) unnamed tributary to Neills Creek located along the southern property boundary.
Open cut and backfill construction methods will be used to cross the unnamed tributary resulting in
temporary impacts to the stream feature. The gravity sanitary sewer line will be trenched and backfilled
with the top 6 to 12 inches of excavated material, pre -construction elevations will be returned, stream banks
will be stabilized upon completion of construction, and will be constructed in such a manner not to drain
(i.e. french drain) waters of the U.S.
Wetland Impact Table
Impact Number
Wetland Type
Impact Type
Impact Area
W1
Headwater Wetland — forested
Excavation — sanitary sewer alignment
0.03
(utility easement — temporary
Total Wetland Impacts
0.03
Stream Impact Table
Impact Number
Stream Type
_
Impact Type
Impact Length
S1
Intermittent
Excavation — sanitary sewer alignment (utility
18
easement) — temporary
Total Stream Impacts 1 18
STORMWATER MANAGEMENT:
The proposed development is located within the Cape Fear River Basin and will be subject to the
stormwater management requirements set forth in the Town of Angier's Unified Development Ordinance
(UDO). Stormwater management on this site shall address two primary issues: (1) peak discharge rates
and (2) water quality management. The proposed stormwater management plan will be designed to protect
the downstream environment. The plan incorporates biologically based stormwater management
techniques to manage both water quantity and quality aspects of site runoff. Stormwater management will
be accomplished by incorporating engineered SCMs throughout the project to capture and treat the
stormwater runoff from developed areas. The proposed project will result in an increase in peak flow rates.

To mitigate for this, one stormwater wet detention facility is proposed and has been sized such that post-
development peak flow rates are no greater than pre-development levels in the 1-, 2-, 10-, and 100-year
storm events. The stormwater management plan contains pre- and post-development nitrogen calculations.
With regard to TSS removal, the SCMs have been sized for 85% TSS removal efficiency to provide TSS
removal to the greatest extent possible. In addition, the Total Maximum Daily Load of fecal coliform is
reduced by the proposed SCMs. If the development is built in accordance with the proposed stormwater
management plan, then the requirements set forth in Town of Angier's LIDO will be met with the proposed
SCMs. However, modifications to the proposed development may require that this analysis be revised.
Some modifications that would require this analysis to be revised include: 1) the proposed site impervious
surface exceeds the amount accounted for in the stormwater management plan and 2) the post-
development watershed breaks change significantly from those used to prepare this report.
AVOIDANCE & MINIMIZATION:
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by
incorporating resourceful site planning, including the utilization of the wetland delineation to adjust the
layout to avoid and minimize impacts Avoidance and minimization measures were also accomplished
during the design phase of the project. The Applicant has avoided and minimized impacts to the greatest
extent practicable given the goal of the project and the purpose and need. The proposed impacts are
required in order for the project's goals to be realized. The Carolina Charter Academy site design has
avoided wetland impacts within the western, southeastern, and southwestern section of the project site. To
minimize wetland impacts, installation of the utility line will be performed in such a manner as to not drain
adjacent wetlands (i.e. will not create a french drain affect), and the top 6 to 12 inches of excavated material
from the trench will be backfilled and returned to pre-construction elevations. To minimize stream impacts,
installation of the utility line will be performed in such a manner as to not drain adjacent wetlands (i.e. will
not create a french drain affect), pre-construction elevations will be returned, and stream banks will be
stabilized upon completion of construction.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation as described in accordance with the requirements of the North Carolina Department of
Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013) and local
codes. All work will take place during dry conditions and can be facilitated from high, non jurisdictional,
stable ground. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches,
temporary coffer dams, tree protection, clearing only as necessary to install devices. All erosion and
sediment control measures will be checked for stability and operation following every runoff producing
rainfall, but in no case less than once every week. Any needed repairs will be made immediately to maintain
all measures designed. An erosion control inspections report is required and will be kept by the owner's
representative. Temporary seeding and permanent seeding plans are included to restore impacted areas.
The project will meet all relative requirements of Best Management Practices and Engineered Stormwater
Control Structures as outlined through State and Local Stormwater Rules. Measures will be taken to
prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional features. Any
excess excavated materials not utilized as back fill will be placed and contained within upland areas and
permanently stabilized to prevent erosion into adjacent jurisdictional features. Therefore, stockpiling of
excavated material within jurisdictional waters of the U.S. will be strictly prohibited as part of the construction
of this project. All project construction activities initiated within jurisdictional waters of the U.S. will be carried
to completion in an expeditious manner to minimize the period of disturbance within the jurisdictional
streams.
MITIGATION:
There are 0.03 acres of temporary wetland impact and 18 linear feet of temporary stream impact associated
with the proposed sanitary sewer easement. The proposed wetland impacts are less than 0.10 acres and
the proposed stream impacts are less than 150 linear feet; and therefore, currently the Applicant does not
propose compensatory stream and wetland mitigation.

SUMMARY:
Education Capital Solutions, LLC proposes the development of the Carolina Charter Academy project
located in Wake County, North Carolina. Consequently, a total of 0.03 acres of forested wetland and 18
linear feet of intermittent stream will be temporarily impacted due to the extension of a gravity sanitary
sewer line to an existing easement located within the adjacent commercial property to the south. The
proposed Carolina Charter Academy project is a single and complete project with appropriate land use
control measures in place for specific areas which require them. Impacts to jurisdictional features have
been avoided and minimized to the maximum extent practicable by incorporating resourceful site planning,
including the utilization of the wetland delineation to adjust the layout to avoid and minimize impacts The
proposed impacts are the result of the necessary infrastructure and facility layout, without which, the
project's goals would not be realized. The proposed wetland impacts are less than 0.10 acres and the
proposed stream impacts are less than 150 linear feet; and therefore, currently the Applicant does not
propose compensatory stream and wetland mitigation.
At this time, we are requesting confirmation that the proposed project qualifies under the conditions of NWP
12 and GC 4133. Consideration of this project is greatly appreciated. If you should have any questions or
require additional information, please do not hesitate to contact me at [phone].
Sincerely,
Timmons Group
George Buchholz, REM, PWS
Senior Environmental Project Manager
Attachments: listed above

APPENDIX A

W A rkc19
r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: 4133
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
For the record only for DWQ 401
For the record only for Corps Permit:
because written approval is not required?
Certification:
❑ Yes ® No
❑ Yes
❑ Yes
® No
® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
❑ Yes
® No
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project: Carolina Charter Academy
2b.
County: Wake
2c.
Nearest municipality / town:
Angier (located in Harnett County)
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed Education Capital Solutions, LLC
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address: 909 Walnut, Suite 200
3e.
City, state, zip:
Kansas City, Missouri 64106
3f.
Telephone no.:
816-472-1700
[e-mail]
3g. Fax no..
3h. Email address:
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
(if applicable)
George Buchholz, Senior Environmental Consultant/Project Manager
Timmons Group
5410 Trinity Road Suite 102
4g. Fax no.:
4h. Email address.-
5. Agent/Consultant Information
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d.
City, state, zip:
Raleigh, NC 27607
[phone]
[phone]
[e-mail]
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
Page 2 of 12

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees).-
1c.
egrees):1c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin: map is available at
http://h2o.enr.state.nc.us/admin/maps/
3. Project Description
0674-69-0126
Latitude: 35.533228
+/- 10 ac.
Neills Creek
WS -IV
Longitude: -78.744462
Cape Fear River Basin 030300040501
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site encompasses approximately 10 acres and is located along North Carolina Highway 55,
approximately 1,400 feet south of the intersection of North Carolina Highway 55 and Kennebec Church Road.
There are existing residential and agricultural operational building structures located within the project site.
Agricultural fields comprise the majority of the project site. Forested areas are located along the eastern and
southern property boundaries. In addition, there is an intermittent unnamed tributary to Neills Creek located along
the southern property boundary. The project site is bound to the west by North Carolina Highway 55. Located to
the north and east are agricultural fields and forested areas. Located to the south is a commercial property and an
existing sanitary sewer easement.
3b. List the total estimated acreage of all existing wetlands on the property:
Project Site: +/- 0.57 AC.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property -
Project Site +/- 180 LF.
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct an educational institution within the southeastern section of Wake County
designed to provide educational services to the southern section of Wake County and the northern section of
Harnett County, North Carolina. To complete the construction of the educational institution, the project requires the
extension of an existing utility easement within the adjacent commercial property that is located to the south.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed development, known as Carolina Charter Academy, will consist of an educational institution in
addition to parking, stormwater control measures (SCMs), and utility improvements. The project requires
connection to an existing utility easement located within the adjacent commercial property to the south. As a result,
a utility easement will temporarily impact forested wetlands located in the extreme southwestern corner of the
project site. Installation of the utility lines will be performed in such a manner as to not drain adjacent wetlands (i.e.
will not create a french drain affect), and the top 6 to 12 inches of excavated material from the trench will be
backfilled and returned to pre -construction elevations. The gravity sanitary sewer line will also cross one (1)
unnamed tributary to Neills Creek located along the southern property boundary. Open cut and backfill construction
methods will be used to cross the unnamed tributary resulting in temporary impacts to the stream feature. The
gravity sanitary sewer line will be trenched and backfilled with the top 6 to 12 inches of excavated material, pre -
construction elevations will be returned, stream banks will be stabilized upon completion of construction, and will be
constructed in such a manner not to drain (i.e. french drain) waters of the U.S. Additional impacts to waters of the
U.S. are not proposed. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving
equipment, graders, and earth movers.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? ®Yes El No Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ®Preliminary El Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: WithersRavenel
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
- WithersRavenel, Inc. conducted a wetland delineation in 2018 for the project site.
- WithersRavenel, Inc. conducted an on-site jurisdictional determination with the USACE on July 10, 2018
(USACE Action Id: SAW -2018-01481; attached HWY 55 Tract — Approved Wetland/Buffer Delineation Exhibit).
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain. The proposed project is a single and complete project with appropriate land use control measures in place
for specific areas which require them.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b, 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non -404, other) (acres)
Tempora _(T)
Excavation — utility ® Yes ® Corps
W1 ❑ P ®T Headwater 0.03
line ❑ No ® DWQ
W2 ❑ P ❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g. Total wetland impacts 0.03
2h. Comments: The wetland impacts are temporary and are associated with the proposed sanitary sewer easement.
The proposed gravity sanitary sewer line will be installed in such a manner as to not drain adjacent wetlands (i.e.
will not create a french drain affect), and the top 6 to 12 inches of excavated material from the trench will be
backfilled and returned to pre -construction elevations.
Page 4 of 12

3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete
this
question for all stream sites impacted.
3a. 3b.
3c. 3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Excavation - utility ❑ PER ® Corps
S1 ❑ P ®T easement UT to Neills Creek 8.6 18
S2 ❑P❑T
® INT I ® DWQ
❑ PER ❑ Corps
❑ INT I ❑ DWQ
3h. Total stream and tributary impacts 1 18
3i. Comments: Open cut and backfill construction methods will be used to cross the unnamed tributary resulting in
temporary impacts to the stream feature. The gravity sanitary sewer line will be trenched and backfilled with the top
6 to 12 inches of excavated material, pre -construction elevations will be returned, stream banks will be stabilized
upon completion of construction, and will be constructed in such a manner not to drain (i.e. french drain) waters of
the U.S.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open waterName of waterbody
impact number (if applicable) Type of impact Waterbody type Area of impact (acres)
- Permanent (P)
or Temporary
01 ❑P❑T
02 ❑P❑T
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction propc
5a. 5b.
4f. Total open water impacts
then com fete the chart below.
5c. 5d.
Wetland Impacts (acres)
Stream Impacts (feet)
Pond ID Proposed use or purpose of
number pond
Flooded Filled Excavated Flooded Filled Excavated
P1
5f. Total
5g. Comments.
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
❑ Yes ❑ No
Page 5 of 12
If yes, permit ID no:
5e.
Upland
(acres)
Flooded

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer,
then complete the chart below.
If yes, then individually list all buffer impacts
below. If any impacts require miti ation, then you MUST fill out Section D of this form.
6a.
❑ Neuse
❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b.
6c.
6d.
6e.
6f
6g.
Buffer impact
number—
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name mitigation
(square feet)
(square feet)
or Temporary
required?
(T)
_
131 ❑P❑T
❑Yes
❑ No
1
B2 ❑P❑T
El El No
0
6h. Total buffer impacts
6i. Comments:
Page 6 of 12

D. Impact Justification and Mitigation
1.
1a
n
Avoidance and Minimization _
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional features have been avoided and minimized to the maximum extent practicable by
incorporating resourceful site planning, including the utilization of the wetland delineation to adjust the layout to
avoid and minimize impacts. Avoidance and minimization measures were also accomplished during the design
phase of the project. The Applicant has avoided and minimized impacts to the greatest extent practicable given the
goal of the project and the purpose and need. The proposed impacts are required in order for the project's goals to
be realized. The Carolina Charter Academy site design has avoided wetland impacts within the western,
southeastern, and southwestern section of the project site. To minimize wetland impacts, installation of the utility
line will be performed in such a manner as to not drain adjacent wetlands (i.e. will not create a french drain affect),
and the top 6 to 12 inches of excavated material from the trench will be backfilled and returned to pre -construction
elevations. To minimize stream impacts, installation of the utility line will be performed in such a manner as to not
drain adjacent wetlands (i.e. will not create a french drain affect), pre -construction elevations will be returned, and
stream banks will be stabilized upon completion of construction.
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation as described in accordance with the requirements of the North Carolina Department of
Environment and Natural Resources: Erosion Control Planning and Design Manual (May 2013) and local
codes. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable
ground. The contractor shall install silt fence, inlet protection, sediment traps, diversion ditches, temporary
coffer dams, tree protection, clearing only as necessary to install devices. All erosion and sediment control
measures will be checked for stability and operation following every runoff producing rainfall, but in no case
less than once every week. Any needed repairs will be made immediately to maintain all measures designed.
An erosion control inspections report is required and will be kept by the owner's representative. Temporary
seeding and permanent seeding plans are included to restore impacted areas. The project will meet all
relative requirements of Best Management Practices and Engineered Stormwater Control Structures as
outlined through State and Local Stormwater Rules. Measures will be taken to prevent oil, tar, trash, debris
and other pollutants from entering the adjacent jurisdictional features. Any excess excavated materials not
utilized as back fill will be placed and contained within upland areas and permanently stabilized to prevent
erosion into adjacent jurisdictional features. Therefore, stockpiling of excavated material within jurisdictional
waters of the U.S. will be strictly prohibited as part of the construction of this project. All project construction
activities initiated within jurisdictional waters of the U.S. will be carried to completion in an expeditious manner
to minimize the period of disturbance within the jurisdictional streams.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type I Quantity
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes ❑ No
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested.
4f. Non -riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires El Yes No
buffer mitigation? If yes, you will have to fill out this entire form — please
contact the State for more information.
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
f6h. Comments:
Page 8 of 12

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The Town of Angier is a delegated authority for NCDWR Stormwater
Management Plans. The review and approval of the Stormwater Management Plan
is part of Town of Angier's review process.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
2b. Does this project require a Stormwater Management Plan?
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
❑ Yes ® No
® Yes ❑ No
47.6%
® Yes ❑ No
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
The proposed development is located within the Cape Fear River Basin and will be subject to the stormwater
management requirements set forth in the Town of Angier's Unified Development Ordinance (UDO). Stormwater
management on this site shall address two primary issues: (1) peak discharge rates and (2) water quality
management. The proposed stormwater management plan will be designed to protect the downstream
environment. The plan incorporates biologically based stormwater management techniques to manage both water
quantity and quality aspects of site runoff. Stormwater management will be accomplished by incorporating
engineered SCMs throughout the project to capture and treat the stormwater runoff from developed areas. The
proposed project will result in an increase in peak flow rates. To mitigate for this, one stormwater wet detention
facility is proposed and have been sized such that post -development peak flow rates are no greater than pre -
development levels in the 1-, 2-, 10-, and 100 -year storm events. The stormwater management plan contains pre -
and post -development nitrogen calculations. With regard to TSS removal, the SCMs have been sized for 85% TSS
removal efficiency to provide TSS removal to the greatest extent possible. In addition, the Total Maximum Daily
Load of fecal coliform is reduced by the proposed SCMs. If the development is built in accordance with the
proposed stormwater management plan, then the requirements set forth in Town of Angier's LIDO will be met with
the proposed SCMs. However, modifications to the proposed development may require that this analysis be
revised. Some modifications that would require this analysis to be revised include: 1) the proposed site impervious
surface exceeds the amount accounted for in the stormwater management plan and 2) the post -development
watershed breaks change significantly from those used to prepare this report.
I ® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally -implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Town of Angier
❑ Phase II
❑ NSW
❑ USMP
® Water Supply Watershed
❑ Other:
❑ Yes ® No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Stormwater Management and Diffuse Flow Plan (required by DWQ), continued
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply ❑ ORW
(check all that apply):
® Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? 171 yPs
5b. Have all of the 401 Unit submittal requirements been met?
Page 10 of 12
am.
❑ No
® Yes ❑ No

F
1.
I
Supplementary Information
Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ® No
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in I ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance
with the most recent DWQ policy. If you answered "no," provide a short narrative description.
The entire project is a single and complete project with appropriate land use control measures in place for specific
areas which require them.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated
from the proposed project, or available capacity of the subject facility. Wastewater generated from the project will
be collected, treated and discharged by the Town of Angier's wastewater treatment system.
Page 11 of 12
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
®Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑,�,e�- ®No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated
Critical Habitat? The USFWS web page hllps:flwww.Fws.ctoy/raleidhlsgeciesfcntyiistlnc �gounties.html and the
North Carolina Natural Heritage Data Explorer h(tpl/ncnhde.natureserve;orglcontenVmap was accessed to
determine if the project would impact Threatened or Endangered Species or Designated Critical habitat. Based on
the review, it is believed a biological opinion of "May Effect; Not Likely To Adversely Affect" should be rendered for
the red-cockaded woodpecker, Caper Fear shiner, Michaux's sumac, and rough-leaved loosestrife.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The interactive map located at www.liabi at.noaa. ovl rolect'on/efh/efhma er was utilized to determine if the
project will impact Essential Fish Habitat and it was determined that it would not.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
El Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? A
review of the list of properties and districts in the North Carolina in the National Registry of Historic Places
(h ttpA.Lg i s. n od cr.czov . hooweb ).
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements*
8c. What source(s) did you use to make the floodplain determination? The North Carolina Flood Insurance Rate Maps
3720067400K (issued October 3, 2006) was reviewed anit s determined that there is nota 100-year floodplain
area within the project site.
Cis
Mce rlpnt
licant/A nt's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization letter from the applicant
Is rovided.
Page 12 of 12

TIMMONS GROUP
YOUR VISION .ACHIEVED THROUCH OUR'S
AGENT AUTHORIZATION FORM
A.11 Am P& to be Filled in liyAm4ica,a
(When Applicant has property/properties uncles contract to
purchase finny duly authorized owner gfreco{zl)
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
To Whom It May Concern:
NCDENR -Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in supportof a alications, etc, From this day forward.
This the,24 day of , 2018
(number) [Month) (Year)
I, the undersigned applicant, with written authorization from a duly authorized owner of record of the
property/properties identified herein, do authorize representatives of the Wilmington District, U.S. Army
Corps of Engineers (Corps) to enter upon the property herein described for the purpose of conducting on-
site investigations and issuing a determination associated with Waters of the U.S. subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
This notification supersedes any previous correspondence concerning the agent for this project.
Project Name: Carolina Charter Academy Location: Wake County, NC
Applicant's Name (Print); Education Capital Solutions, LLC
Craig L. baits
Applicant's Signature: - -,-)- . Vice Pres./St;'C da
Applicant's Mailing Address: 9 Walnut, Suite 200, Kansas City, Missouri 64106
Applicant's Telephone: [phone] Fax No.
Applicant's Email Address: EPRnolices@,ept'1Cc.eotn
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APPENDIX B

Path: R:\805\41025-Hwy_55_Charter_School\GIS\VIC MAP Phase I ESA HWY 55 CS.mxd
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1 I Copyright.@ 2013 National Geographic Society, i -cubed
CAROLINA CHARTER ACADEMY TIMMONS GROUP E
WAKE COUNTY, NORTH CAROLINA
VICINITY MAP YOUR VIISION ACHIEVED THROUGH OURS. �
TIMMONS GROUP JOB NUMBER: 42087 U.S.G.S. QUADRANGLE(S): ANGIER
PROJECT STUDY LIMITS: 10.1 ACRES DATE(S): 1998
LATITUDE: 35.533228° WATERSHED(S): CAPEFEAR
LONGITUDE: -78.744462° HYDROLOGIC UNIT CODE(S): 03030004
These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not
limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP.

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ISSUED NWP 29; USACE
X
v
W
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(SF)
ID: SAW -2018-01481;
/
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OCTOBER 25, 2018
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18
156
0.004
STREAM IMPACT
Lu
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ALIGNMENT
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EXISTING
I
STREAM
SANITARY SEWER
SS 25 E
N/A
1313
,
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WETLAND IMPACT
Q
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OPEN CUT
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SCALE 1"=50'
0 50' 100'
- — — — -
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PROPOSED AMOUNT
TOWN OF ANGIER WS -4
PROPOSEDIMPACT
STREAM BUFFER
REMARKS
STREAM IMPACT AREA Q
Z
ISSUED NWP 29; USACE
W
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(SF)
ID: SAW -2018-01481;
/
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OCTOBER 25, 2018
SANITARY SEWER
18
156
0.004
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SANITARY SEWER
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SEWER
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\
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SCALE 1"=50'
0 50' 100'
- — — — -
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PROPOSED AMOUNT
TOWN OF ANGIER WS -4
PROPOSEDIMPACT
STREAM BUFFER
REMARKS
STREAM IMPACT AREA Q
Z
JURISDICTIONAL WETLAND
TEMPORARY IMPACT AREA
325
WETLAND BOUNDARY
320
315
310
305
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320
315
310
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9+8010+00 11+00 11+75
SANITARY PROFILE
HORIZONTAL SCALE: I"=50'
VERTICAL SCALE: 1"=5'
PROPOSED IMPACT SUMMARY:
STREAM IMPACT #1 AND WETLAND IMPACT #1
PROPOSED AMOUNT
PROPOSEDIMPACT
r—
REMARKS
W
J
(SF)
(AC)
/
-T
U
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SANITARY SEWER
18
156
0.004
STREAM IMPACT
Lu
EXISTIN
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3 GRADE
ALIGNMENT
TEMPORARY-
EXISTING
I
STREAM
SANITARY SEWER
SS 25 E
N/A
1313
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WETLAND IMPACT
Q
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ALIGNMENT
@ 1.82%
Q�Q
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SEWER LATERAL
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INV IN: 312.70
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M M
M M
M
M
M
co
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325
320
315
310
305
9+8010+00 11+00 11+75
SANITARY PROFILE
HORIZONTAL SCALE: I"=50'
VERTICAL SCALE: 1"=5'
PROPOSED IMPACT SUMMARY:
STREAM IMPACT #1 AND WETLAND IMPACT #1
PROPOSED AMOUNT
PROPOSEDIMPACT
REMARKS
W
(LF)
(SF)
(AC)
TEMPORARY-
<
o0
U
ZQ
SANITARY SEWER
18
156
0.004
STREAM IMPACT
Lu
z
ALIGNMENT
TEMPORARY-
SANITARY SEWER
N/A
1313
0.03
WETLAND IMPACT
Q
�
ALIGNMENT
DATE
10/29/2018
DRAWN BY
333
DESIGNED By
333
CHECKED BY
WPA
1"=50'
CL
W
O
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Qm
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DB NO.
42087
SHEET NO. _
C3.0

APPENDIX C

\ I ....
\ \ ... ... ........ EX. WETLAND •••• •••••�•••••�••• ••••• ••••-
-(TO REMAIN)
\ `
NIF
RUTH DUPREE PETREA & \ (,I I. •�. `
L \ - - , I \ .............•
JAMES R. PETREA -
DB. 13020 PG. 154 \ ► \ .. • �:. `
\ \ .....+.
PIN: 0674-69-2461
REMAINING ACREAGE BY DEED: 35 ACRES MORE OR LESS � � � � I r � � 1 I ` \ + • �/ / ; \ `
\�--
\ / \ EX. WOODS
(TO REMAIN) // \----
/
DEMOLITION NOTES
NOTES:
1. NOTIFY OWNER AND ARCHITECT IMMEDIATELY OF UTILITY SERVICE
INTERRUPTIONS TO NEIGHBORING PROPERTIES.
2. UTILITIES ENCOUNTERED THAT ARE NOT INCLUDED WITHIN THE EXISTING
CONDITIONS PLANS SHALL BE REMOVED OR RELOCATED PER THE OWNER,
ARCHITECT AND UTILITY PROVIDERS DIRECTION.
3. EVERYTHING WITHIN THE LIMITS OF DISTURBANCE SCHEDULED TO BE
DEMOLISHED SHALL ONLY PROCEED AFTER ALL TREE PROTECTION FENCE
AND PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE
BEEN INSTALLED AND INSPECTED PER THE EROSION CONTROL PLAN.
INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS
NECESSARY TO PREVENT SEDIMENT LADEN RUNOFF FROM EXITING THE
SITE.
4. ALL TRASH AND MISCELLANEOUS DEBRIS SHALL BE REMOVED FROM THE
SITE AND DISPOSED OF IN A LEGAL MANOR.
5. ALL WORK SHALL BE IN ACCORDANCE WITH THE TOWN OF ANGIER
STANDARDS.
6. OPEN BURNING OF TREES, LIMBS, STUMPS, AND CONSTRUCTION DEBRIS
ASSOCIATED WITH THIS DEVELOPMENT IS PROHIBITED.
7. ALL EXISTING FIRE HYDRANTS TO REMAIN CLEAR AND OPERATIONAL
DURING ALL PHASES OF CONSTRUCTION
REMOVE
EX. TREE LINE
\ \ \ I` _
\ REMOVE EXISTING REMOVE (TO REMAIN) _
EXISTING BUILDING EXISTING \'
TREES TREES
/I \
EX. WOODS
✓ t \ \� \ L L
1
1
LEGEND
Q IPF - IRON PIPE FOUND
OD
MH DRAINAGE
® SPRINKLER BOX
O IRF - IRON ROD FOUND
M
000_
D4 SPRINKLER HEAD
• CP - COMPUTED BOUNDARY POINT
0
MH SANITARY
0 CP - COMPUTED EASEMENT POINT
OE
MH ELECTRIC
® SPRINKLER VALVE
El CMF - CONCRETE MONUMENT
1�_
D GAS TEST LOCATION
O MNF - MAG NAIL FOUND
(D
MH TELEPHONE
GAS METER
Q RSF - RAILROAD SPIKE FOUND
©
MH WATER
v GAS VALVE
O CSF - COTTON SPINDLE FOUND
V
ELECTRIC BOX
V
z
Q
o
FLAG POLE
BFP BACKFLOW PRE VENTER
Q
TELEPHONE PEDESTAL�^^22,,,
0 WATER VAULT
H—
VT TELEPHONE VAULT
©
CABLE TV PEDESTAL
TREE
tL�rt�s
,,,
ocmr>
BOLLARD
TC TRAFFIC CONTROL BOX
SIGN
VP POWER VAULT
—
-
AOff—
ELECTRIC METER
BOREHOLE
VU UTILITY VAULT
WATER METER
® AC UNIT
O WF- WETLAND FLAG
®
MAILBOX
RCP - REINFORCED CONCRETE PIPE
WATER VALVE
CMP - CORRUGATED METAL PIPE
@ CLEAN OUT
VCP - VITRIFIED CLAY PIPE
FIRE HYDRANT
DIP -DUCTILE IRON PIPE
GUY
HDPE - HIGH DENSITY POL YETHYLENE PIPE
POWER POLE
O WELL
FES - FLARED END SECTION
LIGHT POLE
MKF - FIBER OPTIC MARKER
S
MKG - GAS MARKER
YARD LIGHT
MONITORING WELL
TVP - TELEVISION PEDESTAL
GROUND LAMP
Q
SIGP - SIGNAL POLE
ROOF DRAIN
HVAC - HEATING, VENTILA TION AND AIR CONDITIONING
o -F WATER SPIGOT
LSA -LANDSCAPED AREA
DEED LINE
R / W - RIGHT-OF-WAY
LINE NOT SURVEYED
P/L-PROPERTY LINE
C/L- CEN TERLINE -----------------------STORM
LINE
NTS - NOT TO SCALE
— —
SAN— —
SANITARYLINE
GV- GAS VALVE
CB - CATCH BASIN
X
X
FENCE
GI - GRATE INLET
Yl - YARD INLET
—OHP—
OVERHEAD POWER LINE
Cl - CURB INLET
G
PAINTED GAS LINE
EP - EDGE OF PAVING
TBC - TOP BACK OF CURB
UGP
PAINTED POWER LINE
CCR - CHATHAM COUNTY
RECORD STM
PAINTED STORM LINE
WCR - WAKE COUNTY
UGT
PAINTED TELEPHONE LINE
RECORDS
DB - DEED BOOK
w
PAINTED WATERLINE
PB - PLAT BOOK
PG - PAGE
EDGE OF TREELINE
SF - SQUARE FEET
REMOVE \\ �, 1 1, ► DEMOLITION LEGEND
/ L _ ' / \ ` - - _ EXISTING s \ I ^
TREES \, r \\ _ \ ? / / \ I % // I GENERAL PERIMETER OF DEMOLITION
GENERAL AREA OF SITE REMOVAL/
DEMOLITION/ ABANDONMENT /
RELOCATION (FOR INFORMATION ONLY)
I REMOVE
EXISTINGBUILDING/ SHED / INCLUDE FOOTINGS, UNDERGROUND
UTILITIES,i
LITION TO
TREES \ I I \ / / / / UTILITIES, ETC. REFER TO
ARCHITECTURAL SPECIFICATIONS FOR
// ADDITIONAL INFORMATION
\ / N/F \ /� / l / l / / / ' (COORDINATE WITH OWNER AND
/ / \ RUTH DUPREE PETREA & R
\ / /
JAMES R. PETREA
/ \ DB. 13020 PG. 154
REMOVE r I PIN: 0674-69-0126 / z / r / f.`.`.`.`.`.`.`.`
/ EXISTING / f ' I / � / ( I � �`'•`''•`•'`• % 1 I
REMOVE
EXISTING / BUILDING / - �I / I -r I ( �' / / < - .(.,.,.,.,.,.,•,.. I
BUILDING `� / \ ' ) I / / / / / I `l•,',',',',',',',
f
Xl
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> /
- 1 REMOVE I IPF LAYED
EXISTING / / OVER IN
TREES / / / / ! r I I I
/ l I > I I CENTER OF
/
\
DRAINAGE
VER
MODITCH
EXISTING
I X
WELL—
/ _ - -
rI/> I I I
REMOVE J - � ; r REMOVE r r '' , / ( I / l r 'I / � / � it
�y ( EXISTING - /I
_ EXISTING I /( / TREES
\\ TREES
REMOVE
\ EXISTING _
- \ BUILDING �./ r I _ _ / / / , ✓ / _ / r , _ _ / / / l r > I
C) 1
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential (Infrastructural Technology
42087-333
x JL
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- - EXISTING REMOVE / { t // i , / / r \ r / / - / ,I • + ,
DRIVE EXISTING / - I / / REMOVE / ` - / _ / ' / / r / I / / ' 7• ' 0 30' 60' 6'
BUILDING ' - ` EXISTING y / / /' _ / \
FENCE / ✓ / , \ r c i I / • 1. ' �_ N
REMOVE
EXISTING FIRE EXISTING REMOVE �` \ \ / _ i ! / r / - - / r , •I',•
PROJECT N0: 42087
HYDRANT TO POWER o EXISTING \� ` i - 1 / REMOVE _ _ /' - - - /' J / - - / - / •;i, •
REMAIN �� STORM - EXISTING r / \ , SHEET:
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(� EXISTING / I` / REMOVE ' I RIM= 320.71' THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
APPROX 1,010 FEET NORTH TO CL _ ,�1- / / REMOVE r \ '�'• ' ,''� „
_ - -�j -� ^ \ EXI = OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
INTERSECTION OFKENNEBEC REMOVE z / '! `� j / / BUILDING _ r - _ / EXISTING / STING ',I •' lNV lN- 31746 (4 PVC)
CHURCH ROAD I CONTROL ' - _ \ / ', h J OR REPRODUCED WITHOUT WRITTEN CONSENT.
EXISTING / �� < ( /� - ' SIGN / TREES ', INV OUT= 310.22' (12'PVC)
CQRNER TREES \ 1 REMOVE EXISTING / l /' \ \ •,i.+' �
- -
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WATER METER / I �
— — — ylo_56 4, w 784.84' / — — / / — — — w— — - — -; • •' •\ S16°22'01 E 642.70'(TIE) —
� — — �_ � — — Ini bli= Ini— — IA/—
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EXISTING FIRE EXISTING REMOVE �` \ \ / _ i ! / r / - - / r , •I',•
PROJECT N0: 42087
HYDRANT TO POWER o EXISTING \� ` i - 1 / REMOVE _ _ /' - - - /' J / - - / - / •;i, •
REMAIN �� STORM - EXISTING r / \ , SHEET:
.� DRIVE _ / - _ •j'•' C
�2' 1.0
l - REMOVE \ , \ - •I' SSMH
(� EXISTING / I` / REMOVE ' I RIM= 320.71' THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
APPROX 1,010 FEET NORTH TO CL _ ,�1- / / REMOVE r \ '�'• ' ,''� „
_ - -�j -� ^ \ EXI = OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
INTERSECTION OFKENNEBEC REMOVE z / '! `� j / / BUILDING _ r - _ / EXISTING / STING ',I •' lNV lN- 31746 (4 PVC)
CHURCH ROAD I CONTROL ' - _ \ / ', h J OR REPRODUCED WITHOUT WRITTEN CONSENT.
EXISTING / �� < ( /� - ' SIGN / TREES ', INV OUT= 310.22' (12'PVC)
CQRNER TREES \ 1 REMOVE EXISTING / l /' \ \ •,i.+' �
- -
'J • I
WATER METER / I �
— — — ylo_56 4, w 784.84' / — — / / — — — w— — - — -; • •' •\ S16°22'01 E 642.70'(TIE) —
� — — �_ � — — Ini bli= Ini— — IA/—
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DRIVE EXISTING / - I / / REMOVE / ` - / _ / ' / / r / I / / ' 7• ' 0 30' 60' 6'
BUILDING ' - ` EXISTING y / / /' _ / \
FENCE / ✓ / , \ r c i I / • 1. ' �_ N
REMOVE
EXISTING FIRE EXISTING REMOVE �` \ \ / _ i ! / r / - - / r , •I',•
PROJECT N0: 42087
HYDRANT TO POWER o EXISTING \� ` i - 1 / REMOVE _ _ /' - - - /' J / - - / - / •;i, •
REMAIN �� STORM - EXISTING r / \ , SHEET:
.� DRIVE _ / - _ •j'•' C
�2' 1.0
l - REMOVE \ , \ - •I' SSMH
(� EXISTING / I` / REMOVE ' I RIM= 320.71' THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
APPROX 1,010 FEET NORTH TO CL _ ,�1- / / REMOVE r \ '�'• ' ,''� „
_ - -�j -� ^ \ EXI = OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
INTERSECTION OFKENNEBEC REMOVE z / '! `� j / / BUILDING _ r - _ / EXISTING / STING ',I •' lNV lN- 31746 (4 PVC)
CHURCH ROAD I CONTROL ' - _ \ / ', h J OR REPRODUCED WITHOUT WRITTEN CONSENT.
EXISTING / �� < ( /� - ' SIGN / TREES ', INV OUT= 310.22' (12'PVC)
CQRNER TREES \ 1 REMOVE EXISTING / l /' \ \ •,i.+' �
- -
'J • I
WATER METER / I �
— — — ylo_56 4, w 784.84' / — — / / — — — w— — - — -; • •' •\ S16°22'01 E 642.70'(TIE) —
� — — �_ � — — Ini bli= Ini— — IA/—
NN
II
I S. N. C. 55HWY 60'R/W (BM 2017 PG 287) EXISTING 20"
C \ / WATER MAIN
'l Il I I
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- - EXISTING REMOVE / { t // i , / / r \ r / / - / ,I • + ,
DRIVE EXISTING / - I / / REMOVE / ` - / _ / ' / / r / I / / ' 7• ' 0 30' 60' 6'
BUILDING ' - ` EXISTING y / / /' _ / \
FENCE / ✓ / , \ r c i I / • 1. ' �_ N
REMOVE
EXISTING FIRE EXISTING REMOVE �` \ \ / _ i ! / r / - - / r , •I',•
PROJECT N0: 42087
HYDRANT TO POWER o EXISTING \� ` i - 1 / REMOVE _ _ /' - - - /' J / - - / - / •;i, •
REMAIN �� STORM - EXISTING r / \ , SHEET:
.� DRIVE _ / - _ •j'•' C
�2' 1.0
l - REMOVE \ , \ - •I' SSMH
(� EXISTING / I` / REMOVE ' I RIM= 320.71' THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
APPROX 1,010 FEET NORTH TO CL _ ,�1- / / REMOVE r \ '�'• ' ,''� „
_ - -�j -� ^ \ EXI = OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
INTERSECTION OFKENNEBEC REMOVE z / '! `� j / / BUILDING _ r - _ / EXISTING / STING ',I •' lNV lN- 31746 (4 PVC)
CHURCH ROAD I CONTROL ' - _ \ / ', h J OR REPRODUCED WITHOUT WRITTEN CONSENT.
EXISTING / �� < ( /� - ' SIGN / TREES ', INV OUT= 310.22' (12'PVC)
CQRNER TREES \ 1 REMOVE EXISTING / l /' \ \ •,i.+' �
- -
'J • I
WATER METER / I �
— — — ylo_56 4, w 784.84' / — — / / — — — w— — - — -; • •' •\ S16°22'01 E 642.70'(TIE) —
� — — �_ � — — Ini bli= Ini— — IA/—
NN
II
I S. N. C. 55HWY 60'R/W (BM 2017 PG 287) EXISTING 20"
C \ / WATER MAIN
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PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1. A LAND DISTURBANCE PRE -CONSTRUCTION CONFERENCE IS MANDATORY BEFORE ANY WORK IS DONE AT THE
SITE. ARRANGE A PRE -CONSTRUCTION MEETING WITH THE OWNER, OWNER'S ENGINEER, AND A REPRESENTATIVE
FROM WAKE COUNTY ENVIRONMENTAL SERVICES PRIOR TO LAND DISTURBING ACTIVITY. 48 HOURS NOTICE IS
REQUIRED.
2. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, SILT FENCE AND SILT FENCE OUTLETS AS SHOWN ON
PLANS. ANY SEDIMENT TRACKED ON THE ROAD AS A RESULT OF THE PROJECT AND TRAFFIC FROM THE PROJECT
SHALL BE REMOVED DAILY BY THE CONTRACTOR. (MINIMUM STABILIZED CONSTRUCTION ENTRANCE LENGTH=50')
3. INSTALL SKIMMER SEDIMENT BASIN "A", TEMPORARY DIVERSION "A", AND TEMPORARY DIVERSION "B" AS SHOWN
ON THE EROSION AND SEDIMENT CONTROL PLAN IN ACCORDANCE WITH THE REGULATIONS WITH THE LATEST
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING DESIGN MANUAL. SKIMMER BASIN SLOPES AND
EMBANKMENTS ARE TO BE SEEDED AND STABILIZED IMMEDIATELY AFTER CONSTRUCTION.
4. ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER OPERATION. INSTALL
ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED NECESSARY BY NCDEQ.
5. INSTALL LINER FOR DIVERSIONS AND MATTING FOR SLOPES AS SHOWN ON PLANS.
6. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES HAVE BEEN COMPLETED,
INSPECTED, AND APPROVED.
404 / 401 IMPACT APPROVALS
THIS PROJECT IS PERMITTED BY USACE FOR APPROVED IMPACTS TO STREAMS AND
WETLANDS AS PROVIDED IN THE APPLICATION AND PLANS SUBMITTED TO USACE. ANY
DEVIATION FROM THE USACE PERMITTED IMPACTS UNDER ACTION ID#: SAW -2016-01904 MAY
REQUIRE ADDITIONAL APPROVALS, A STOP WORK ORDER, RESTORATION ORDER, CLASS 1
PENALTY OR APPROPRIATE LEGAL ACTION. DO NOT DEVIATE FROM THE APPROVED
PERMITTED USACE 404 WITHOUT PRIOR USACE APPROVAL.
IMPACTS PROPOSED BY THIS PROJECT ARE ALSO PERMITTED UNDER DWR#: 17-1528 WATER
QUALITY CERTIFICATION.
LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM
1. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED.
2. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1,
2010.
3. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED.
4. EXCERPTS FROM THE NORTH CAROLINA GENERAL STATUES AND THE NORTH CAROLINA
ADMINISTRATIVE CODE CONCERNING SELF -INSPECTIONS ARE ENCLOSED. TO BETTER EXPLAIN
THE REQUIREMENTS, A LIST OF FREQUENTLY ASKED QUESTIONS IS ALSO ENCLOSED, ALONG
WITH A SELF -INSPECTION REPORT FORM. THE SELF -INSPECTION REPORT FORM WILL ALSO BE
AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE,
5. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
6. PLEASE TAKE A MOMENT TO REVIEW THE ENCLOSED MATERIAL. IF YOU HAVE QUESTIONS,
PLEASE CONTACT THE LAND QUALITY SECTION AT THE RALEIGH REGIONAL OFFICE.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF ANGIER AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY DIVERSIONS ARE INSTALLED WITH
POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE
0
A MINIMUM OF 0.5/D LONGITUDINAL SLOPE.
8. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE
EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN
UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED
AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE
PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED
FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11. CONCRETE WASH -OUTS MUST BE LOCATED AT LEAST 50 FROM ALL DRAINAGE
STRUCTURES, CHANNELS AND DRAINAGE WAYS.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A
.5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE
INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING
A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE
FOR CONDUCTING "SELF INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND
STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF
INSPECTION" REPORTS WILL BE MAINTAINED ALONG WITH THE "NPDES" INSPECTION REPORTS.
ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED
TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES
CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF
SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT
PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS
WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO
INSTALL OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
ONSITE LIMITS OF DISTURBANCE
8.33± AC
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YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
42087-333
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PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1. MAINTAIN ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES PREVIOUSLY
CONSTRUCTED AND ASSOCIATED WITH PHASE I AND ADJUST AS NEEDED.
2. GRADE SITE AS SHOWN ON PLANS.
3. INSTALL MATTING FOR SLOPES AS SHOWN ON PLANS.
4. PROCEED TO PHASE II OF THE EROSION CONTROL SEQUENCE WHEN PHASE I MEASURES
HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
404 / 401 IMPACT APPROVALS
THIS PROJECT IS PERMITTED BY USACE FOR APPROVED IMPACTS TO STREAMS AND
WETLANDS AS PROVIDED IN THE APPLICATION AND PLANS SUBMITTED TO USACE. ANY
DEVIATION FROM THE USACE PERMITTED IMPACTS UNDER ACTION ID#: SAW -2016-01904 MAY
REQUIRE ADDITIONAL APPROVALS, A STOP WORK ORDER, RESTORATION ORDER, CLASS 1
PENALTY OR APPROPRIATE LEGAL ACTION. DO NOT DEVIATE FROM THE APPROVED
PERMITTED USACE 404 WITHOUT PRIOR USACE APPROVAL.
IMPACTS PROPOSED BY THIS PROJECT ARE ALSO PERMITTED UNDER DWR#: 17-1528 WATER
QUALITY CERTIFICATION.
LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM
1. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED.
2. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1,
2010.
3. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED.
4. EXCERPTS FROM THE NORTH CAROLINA GENERAL STATUES AND THE NORTH CAROLINA
ADMINISTRATIVE CODE CONCERNING SELF -INSPECTIONS ARE ENCLOSED. TO BETTER EXPLAIN
THE REQUIREMENTS, A LIST OF FREQUENTLY ASKED QUESTIONS IS ALSO ENCLOSED, ALONG
WITH A SELF -INSPECTION REPORT FORM. THE SELF -INSPECTION REPORT FORM WILL ALSO BE
AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE,
5. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
6. PLEASE TAKE A MOMENT TO REVIEW THE ENCLOSED MATERIAL. IF YOU HAVE QUESTIONS,
PLEASE CONTACT THE LAND QUALITY SECTION AT THE RALEIGH REGIONAL OFFICE.
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HIGHWAY'55
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF ANGIER AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY DIVERSIONS ARE INSTALLED WITH
POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE
0
A MINIMUM OF 0.5/D LONGITUDINAL SLOPE.
8. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE
EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN
UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN THE DISTURBED
AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE
PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED
FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11. CONCRETE WASH -OUTS MUST BE LOCATED AT LEAST 50' FROM ALL DRAINAGE
STRUCTURES, CHANNELS AND DRAINAGE WAYS.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A
.5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE
INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING
A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE
FOR CONDUCTING "SELF INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND
STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF
INSPECTION" REPORTS WILL BE MAINTAINED ALONG WITH THE "NPDES" INSPECTION REPORTS.
ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED
TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES
CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF
SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT
PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS
WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO
INSTALL OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
ONSITE LIMITS OF DISTURBANCE
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0 40' 80'
EROSION CONTROL LEGEND
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AD DUST CONTROL
LOD— LIMIT OF DISTURBANCE
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
42087-333
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VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
42087-333
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PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:
1. MAINTAIN ALL EXISTING EROSION AND SEDIMENT CONTROL MEASURES PREVIOUSLY
CONSTRUCTED AND ASSOCIATED WITH PHASE II AND ADJUST AS NEEDED.
2. CONVERT TEMPORARY DIVERSION DITCH "A" TO A PERMANENT DIVERSION.
3. INSTALL STORM SEWER AS SHOWN ON PLANS. INSTALL INLET PROTECTION ON ALL STORM
INLETS AS SHOWN ON PLANS.
4. INSTALL WATER AND SEWER, AND ASSOCIATED INFRASTRUCTURE AS SHOWN ON PLANS.
5. FINE GRADE AND INSTALL ASPHALT AND CURB AND GUTTER IN PARKING LOTS AND DRIVE
AISLES AS SHOWN ON PLANS.
6. INSTALL MATTING FOR SLOPES AS SHOWN ON PLANS.
7. CONVERT THE SKIMMER BASIN TO THE WET DETENTION POND AS SHOWN ON PLANS.
8. STABILIZE ALL DISTURBED AREAS PER THE PERMANENT SEEDING SPECIFICATION.
9. AFTER SITE HAS BEEN STABILIZED AND NCDEQ INSPECTORS HAVE GIVEN FINAL
INSPECTION AND APPROVAL, REMOVE REMAINING EROSION CONTROL FEATURES. ENSURE
PERMANENT STABILIZATION PER THE SEEDING SPECIFICATION.
404 / 401 IMPACT APPROVALS
THIS PROJECT IS PERMITTED BY USACE FOR APPROVED IMPACTS TO STREAMS AND
WETLANDS AS PROVIDED IN THE APPLICATION AND PLANS SUBMITTED TO USACE. ANY
DEVIATION FROM THE USACE PERMITTED IMPACTS UNDER ACTION ID#: SAW -2016-01904 MAY
REQUIRE ADDITIONAL APPROVALS, A STOP WORK ORDER, RESTORATION ORDER, CLASS 1
PENALTY OR APPROPRIATE LEGAL ACTION. DO NOT DEVIATE FROM THE APPROVED
PERMITTED USACE 404 WITHOUT PRIOR USACE APPROVAL.
IMPACTS PROPOSED BY THIS PROJECT ARE ALSO PERMITTED UNDER DWR#: 17-1528 WATER
QUALITY CERTIFICATION.
LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM
1. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT
PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN IS BEING FOLLOWED.
2. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TAKE EFFECT OCTOBER 1,
2010.
3. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS
OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL
PERMANENT GROUND COVER IS ESTABLISHED.
4. EXCERPTS FROM THE NORTH CAROLINA GENERAL STATUES AND THE NORTH CAROLINA
ADMINISTRATIVE CODE CONCERNING SELF -INSPECTIONS ARE ENCLOSED. TO BETTER EXPLAIN
THE REQUIREMENTS, A LIST OF FREQUENTLY ASKED QUESTIONS IS ALSO ENCLOSED, ALONG
WITH A SELF -INSPECTION REPORT FORM. THE SELF -INSPECTION REPORT FORM WILL ALSO BE
AVAILABLE AS AN EXCEL SPREADSHEET FROM THE LAND QUALITY WEB SITE,
5. HTTP://WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMENTATION NEW.HTML
6. PLEASE TAKE A MOMENT TO REVIEW THE ENCLOSED MATERIAL. IF YOU HAVE QUESTIONS,
PLEASE CONTACT THE LAND QUALITY SECTION AT THE RALEIGH REGIONAL OFFICE.
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GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH TOWN OF ANGIER AND NCDEQ STANDARDS AND
SPECIFICATIONS.
2. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES.
3. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE
CONTRACTOR TO FINES AND PENALTIES ISSUED BY THE DWQ.
4. FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO CONSTRUCTION.
FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN
INCORRECTLY.
5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6. VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE IN
LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7. CONTRACTOR SHALL ENSURE THAT ALL TEMPORARY DIVERSIONS ARE INSTALLED WITH
POSITIVE DRAINAGE AND SHALL OPPOSE EXISTING GRADE WHEN NECESSARY TO PROVIDE
0
A MINIMUM OF 0.5/D LONGITUDINAL SLOPE.
8. ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF EACH
WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10. PROVIDE NCDENR-DWQ WITH THE LOCATION OF OFFSITE STOCKPILES USED TO STORE
EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES MUST BE AN
UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED THEN THE DISTURBED
AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND DISTURBANCE
PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL EXCAVATED SOILS USED
FOR THIS PROJECT TO NCDENR-DWQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11. CONCRETE WASH -OUTS MUST BE LOCATED AT LEAST 50' FROM ALL DRAINAGE
STRUCTURES, CHANNELS AND DRAINAGE WAYS.
NPDES GROUND STABILIZATION:
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN
14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
NOTE:
THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM
WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR DAYS) AND WITHIN 24 HRS OF A
.5 INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE
INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING
A RAIN GAUGE IS REQUIRED TO BE ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE
FOR CONDUCTING "SELF INSPECTIONS" INDICATING THE DATE BMPS ARE INSTALLED AND
STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. THE "SELF
INSPECTION" REPORTS WILL BE MAINTAINED ALONG WITH THE "NPDES" INSPECTION REPORTS.
ONCE STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED
TO EAD AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS,
ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE
EROSION AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES
CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF
SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT
PERMIT NUMBER, EROSION SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
DISCLOSED.
SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT FENCE AND AREAS
WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO SILT FENCE. CONTRACTOR TO
INSTALL OUTLETS AS NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT
THE DURATION OF CONSTRUCTION.
ONSITE LIMITS OF DISTURBANCE
8.33± AC
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0 40' 80'
EROSION CONTROL LEGEND
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LOD- LIMIT OF DISTURBANCE
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
42087-333
TEMPORARY DIVERSION
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VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
42087-333
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LIMITS OF DISTURBANCE
SILT FENCE EX ROAD 8'-0" MAXIMUM
(REFER TO BACKFILL MATERIAL MATCH EX GRADE
NCDENR 6.62) STOCKPILE
4' MATCH EX WIDTH 4' MINIMUM 10 GAUGE SILT FENCE FABRIC
EDGE OF 4' WIDE SHOULDER EDGE OF 4' WIDE INSTALLED TO SECOND
SHOULDER LINE WIRES Mal WIRE FROM TOP MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
INSTALL CLASS B RIPRAP ON
PIPE STOCKPILE 2:1 SLOPES AT 18" DEPTH INSTALL CLASS B RIPRAP ON 2:1
ABOVE AND ON SIDES OF SLOPES AT 18" DEPTH ABOVE AND GRADE
CULVERT (SEE GRADING PLAN) ON SIDES OF CULVERT (SEE
?7 GRADING PLAN) =III, -III II-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III-III,,-III,=,III 1=III-III,
iLj,� (III I- II I I III I-
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2 I I 1=
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[III II FRONT VIEW VIII (II
�\\ PIPE INV IN ELEV: MATCH FLOW PIPE INV IN ELEV: MATCH
TEMP DIVERSION ELEV TEMP DIVERSION ELEV
STEEL POST
NOTE: WOVEN WIRE FABRIC
USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND
EROSION CONTROL PROTECTION FOR PIPE TRENCHING NEVER IN AREAS OF CONCENTRATED FLOW. SILT FENCE FABRIC
MAINTENANCE 3'-0" FILL SLOPE
TEMPORARY CULVERT INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. 24"
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. Z
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1 SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR MGRADE
BECOME INEFFECTIVE, REPLACE IT PROMPTLY. -llkll ___
15A NCAC 04B .0131 SELF -INSPECTIONS ul mil, 8" MINIMUM COVER OVER
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE SKIRT'
E ,THE FOLLOWING APPLY: VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE 2'-0"
WHERE INSPECTIONS ARE REQUIRED BY G.S. 113A-54.1
( ) CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. r 8" DOWN AND 4" FORWARD
SANDBAG
SII III ALONG TRENCH
(1) THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE STR:NOT
BALE BINDER WIRE 10 mil PLASTIC LINING REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
STAPLES i IIT=iii
(2 PER BALE) l PLASTIC LINING BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS: PLYWOOD =1111=1' SECTION A -A DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TIVE MATERIAL 48"X24 BLACK LETTERS 3 NOT TO SCALE SIDE VIEW
(OPTIONAL) PAINTED WHITE 6" HEIGHT LATH AND -
A ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES PRACTICES AND DEVICES AS FLAGGING ON =(III(III=111' BERM
CALLED FOR IN A CONSTRUCTION 3SIDES
SEQUENCE CONSISTENT WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, TION B -B CONCRETE( LAG SCREWS 10'MINIMUM SILT FENCE (*NCDENR 6.62)
INCLUDING BUT NOT LIMITED TO WOODOR TO SCALE wasl�our O O O O
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS, METALSTAKES 3t I SANDBAG
TEMPORARY DIVERSIONS, (2 PER BALE) 36" WOOD.5"X&
TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, ALL FORMS OF 10' MINIMUM _ SILT FENCE
' –1111= (III -1111-1111- III -11 � a' MIN.
INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION
METHODS OF OPEN CHANNELS, HAVE INITIALLY BEEN INSTALLED AND DO NOT SIGNIFICANTLY
DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS AND B
RELATIVE ELEVATIONS SHOWN ON THE APPROVED EROSION AND SEDIMENTATION PLAN. SUCH
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN VARIES
OR BY COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THIS DOCUMENTATION IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES AS SET FORTH BY THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN OR IF THE MEASURES, PRACTICES AND DEVICES
ARE MODIFIED AFTER INITIAL INSTALLATION
36" A A
VARIES
B CONCRETE WASHOUT
SIGN DETAIL PLAN
(OR EQUIVALENT) NOT TO SCALE
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10 mil PLASTIC LINING STRAW BALE
DETAIL 10 mil PLASTIC LINING STEEL FENCE POST BURY WIRE FENCE,
B THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON PLAN (TYP) WIRE FENCE
( ) NOT TO SCALE FILTER FABRIC,
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE AND HARDWARE
LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BETYPE "ABOVE GRADE" WITH STRAW BALES HARDWARE CLOTH STEEL FENCE CLOTH IN TRENCH
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND WOOD FRAME SECURELY POST SET MAX
FASTENED AROUND SECTION B -B 2' APART MIN. 18"
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION ENTIRE PERIMETER NOT TO SCALE FILTER OF#57 -00 INTO SOLID GROUND
REPORT; WITH TWO STAKES WASHED STONE °q�oo°
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10' MINIMUM ° o°°�
(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION 2X102 ROUGH D �°�oobo8o ° T FILTER FABRIC
OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS WOOD FRAME °O°°�3(�°o ON GROUND NOTES:
�boab8q�°oo 80
RULE) FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH NOTES B B °�aoooo� °0 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED o00 owoa� 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. o 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN
INSPECTION REPORT; 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED STAKE BURY WIRE FENCE AND
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT VARIES (TYP) HARDWARE CLOTH FACILITY. BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH
(D) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT II
EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES HAVE BEEN 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE IJ
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING, OF THE WORK AND DISPOSED OF OR RECYCLED. Z!� SECTION VIEW
DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR REQUIREMENTS); AND CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE PLAN TYPE "ABOVE GROUND" MAINTENANCE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND 10 mil PLASTIC LINING NOT TO SCALE WITH WOOD PLANKS SEE SILT FENCE THIS SHEET FOR MAINTENANCE INFORMATION.
(E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL STABILIZED TO PREVENT EROSION.
PLAN, CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE
CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY SILT FENCE OUTLET (*NCDENR 6.62)
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN
OMISSION, ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE
THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED. CONCRETE WASHOUT AREA
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
b)-
CONTROL PLAN OR AN INSPECTION REPORT, SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, NOTES:4
TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE 50'MIN.
DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED.1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO %. I� J ;'P
BUT SUFFICIENT TO KEEP ENSURE CONSTRUCTION ENTRANCE IS USED.
ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENT ON SITE CLEARING LIMITS
SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD L' (%��; �;�� �� '�%�'
SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED ( , ;; % ' ✓, �Z ;> >,�< " `y �' °„ Fa v
ONE TO BE USED
AVAILABLE ON THE SITE. 2"-3° ST%�
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
v
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(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES j ? Z,.,' ,
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE /' VEGETATION F �= (S� D�,C� L'
OF A PLAN: WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN I v v / a i `c„ ��
STONE AND REPLACEMENT WITH FRESH STONE. a `� Y� O EXISTING
; s VEGETATION
()
A INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
PLAN VIEW
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER; 35' MIN. 15' MIN. NEW CONSTRUCTION !,Illll; DRIP RI
EXISTING ROADWAY TREE
PROTECTION FENCE, SILT FENCE
(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF
11'
TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2); CLEARING LIMITS
(IF SPECIFIED)
12" MIN. fi
6" MIN. Y101
(D) COMPLETION OF STORM DRAINAGE FACILITIES; MAINTENANCE �� v/ / 1h�1j 2' (TYP)
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT ��/%\ \A/%V/� EXISTING DIVERSION TREE PRO�E ON
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION ��/ice/ice, I?? GRADE FENCE,
(E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH —I �li = _ . CLEARING LIMITS ll 1
FABRIC UNDER STONE -_ -
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(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT CROSS SECTION
AS NECESSARY. IMMEDIATELY REMOVE ALL II�IIll�ll�ll- 1h I
RESTRAIN EROSION OR UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OBJECTIONABLE MATERIALS SPILLED, WASHED, OR NEW CONSTRUCTION -11-1i -III-II -III-II -III-II -I I- 11
b L=I 1=1 1=1 EI 1=1 1=1 EI 1=1 1=1 EI 1=1 1=1 1=1 1=1 1=1
OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL TRACKED ONTO PUBLIC ROADWAYS. 15' MIN. �I'I-"TI'�lll hill ��lll"lilt ��1� Tl llll"I���ll'hill"I���ll'llll"I���il� ll�ninTl-lir-li - - ^ I>
ll-ll��TIFIED. IFT�IIllIIll _�-�- - ll=II II- +I
35' MIN. Ill TIME II
EXISTING ROADWAY / / 12" MIN. ll -�-ll1- -_ ll-L_�1F�
T E F NANC ALLY R SPONS BLELAN HAS BEEN APPROVED D PAR Y HAS CONVEYED OWNERSH P OR CONTROL OF THE AGENCY THAT APPROVED THE PLAN HAS BEEN OTHE TRACT /\ \ \THS -ll m, - -11-ITI-m„ n II- -II- _
1 -Il - lrl- 1 -Il - lrl- 1 -Il
OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED,
\ \
THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT INSPECTIONS� �`�
./\ \/ '
QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN 6" MIN. TYPICAL EROSION CONTROL INSTALLATION
EROSION.
ENTRANCE GRADE GREATER
FABRIC UNDER STONE THAN 2% REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS
6" TO 8" STONE RIDGE IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL"
JUNE 1, 2006 EDITION.
TEMPORARY CONSTRUCTION ENTRANCE (*NCDENR 6.06)
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential IInfrastructurel Technology
42087-333
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B THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN ON PLAN (TYP) WIRE FENCE
( ) NOT TO SCALE FILTER FABRIC,
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE AND HARDWARE
LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL BETYPE "ABOVE GRADE" WITH STRAW BALES HARDWARE CLOTH STEEL FENCE CLOTH IN TRENCH
ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND WOOD FRAME SECURELY POST SET MAX
FASTENED AROUND SECTION B -B 2' APART MIN. 18"
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION ENTIRE PERIMETER NOT TO SCALE FILTER OF#57 -00 INTO SOLID GROUND
REPORT; WITH TWO STAKES WASHED STONE °q�oo°
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(C) THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE INSTALLATION 2X102 ROUGH D �°�oobo8o ° T FILTER FABRIC
OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB -ITEM (1)(E) OF THIS WOOD FRAME °O°°�3(�°o ON GROUND NOTES:
�boab8q�°oo 80
RULE) FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH NOTES B B °�aoooo� °0 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED o00 owoa� 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. o 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND SIGNING AN
INSPECTION REPORT; 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED STAKE BURY WIRE FENCE AND
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT VARIES (TYP) HARDWARE CLOTH FACILITY. BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCH
(D) THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT II
EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES AND DEVICES HAVE BEEN 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE IJ
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING, OF THE WORK AND DISPOSED OF OR RECYCLED. Z!� SECTION VIEW
DATING AND SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
FORM MAY BE USED TO VERIFY THE MAINTENANCE AND REPAIR REQUIREMENTS); AND CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE PLAN TYPE "ABOVE GROUND" MAINTENANCE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND 10 mil PLASTIC LINING NOT TO SCALE WITH WOOD PLANKS SEE SILT FENCE THIS SHEET FOR MAINTENANCE INFORMATION.
(E) ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL STABILIZED TO PREVENT EROSION.
PLAN, CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVIATION AND COMPLETION OF THE
CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND
DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY SILT FENCE OUTLET (*NCDENR 6.62)
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT. A SIGNIFICANT DEVIATION MEANS AN
OMISSION, ALTERATION OR RELOCATION OF AN EROSION OR SEDIMENTATION CONTROL MEASURE
THAT PREVENTS THE MEASURE FROM PERFORMING AS INTENDED. CONCRETE WASHOUT AREA
(2) THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
b)-
CONTROL PLAN OR AN INSPECTION REPORT, SHALL INCLUDE THE NAME, ADDRESS, AFFILIATION, NOTES:4
TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING THE INSPECTION AND THE 50'MIN.
DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND CERTIFICATIONS MAY ALSO BE INCLUDED.1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO %. I� J ;'P
BUT SUFFICIENT TO KEEP ENSURE CONSTRUCTION ENTRANCE IS USED.
ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR ON A COPY OF THE APPROVED EROSION AND SEDIMENT ON SITE CLEARING LIMITS
SEDIMENTATION CONTROL PLAN SHALL OCCUR ON A SINGLE COPY OF THE PLAN AND THAT PLAN 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD L' (%��; �;�� �� '�%�'
SHALL BE MADE AVAILABLE ON THE SITE. ANY INSPECTION REPORTS SHALL ALSO BE MADE IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED ( , ;; % ' ✓, �Z ;> >,�< " `y �' °„ Fa v
ONE TO BE USED
AVAILABLE ON THE SITE. 2"-3° ST%�
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
v
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET,FjSu?f�%%
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(3) THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING PHASES j ? Z,.,' ,
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE /' VEGETATION F �= (S� D�,C� L'
OF A PLAN: WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN I v v / a i `c„ ��
STONE AND REPLACEMENT WITH FRESH STONE. a `� Y� O EXISTING
; s VEGETATION
()
A INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
PLAN VIEW
(B) CLEARING AND GRUBBING OF EXISTING GROUND COVER; 35' MIN. 15' MIN. NEW CONSTRUCTION !,Illll; DRIP RI
EXISTING ROADWAY TREE
PROTECTION FENCE, SILT FENCE
(C) COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION OF
11'
TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2); CLEARING LIMITS
(IF SPECIFIED)
12" MIN. fi
6" MIN. Y101
(D) COMPLETION OF STORM DRAINAGE FACILITIES; MAINTENANCE �� v/ / 1h�1j 2' (TYP)
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT ��/%\ \A/%V/� EXISTING DIVERSION TREE PRO�E ON
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION ��/ice/ice, I?? GRADE FENCE,
(E) COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH —I �li = _ . CLEARING LIMITS ll 1
FABRIC UNDER STONE -_ -
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(F) QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT CROSS SECTION
AS NECESSARY. IMMEDIATELY REMOVE ALL II�IIll�ll�ll- 1h I
RESTRAIN EROSION OR UNTIL THE FINANCIALLY RESPONSIBLE PARTY HAS CONVEYED OWNERSHIP OBJECTIONABLE MATERIALS SPILLED, WASHED, OR NEW CONSTRUCTION -11-1i -III-II -III-II -III-II -I I- 11
b L=I 1=1 1=1 EI 1=1 1=1 EI 1=1 1=1 EI 1=1 1=1 1=1 1=1 1=1
OR CONTROL OF THE TRACT OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL TRACKED ONTO PUBLIC ROADWAYS. 15' MIN. �I'I-"TI'�lll hill ��lll"lilt ��1� Tl llll"I���ll'hill"I���ll'llll"I���il� ll�ninTl-lir-li - - ^ I>
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35' MIN. Ill TIME II
EXISTING ROADWAY / / 12" MIN. ll -�-ll1- -_ ll-L_�1F�
T E F NANC ALLY R SPONS BLELAN HAS BEEN APPROVED D PAR Y HAS CONVEYED OWNERSH P OR CONTROL OF THE AGENCY THAT APPROVED THE PLAN HAS BEEN OTHE TRACT /\ \ \THS -ll m, - -11-ITI-m„ n II- -II- _
1 -Il - lrl- 1 -Il - lrl- 1 -Il
OF LAND FOR WHICH THE EROSION AND SEDIMENTATION CONTROL PLAN HAS BEEN APPROVED,
\ \
THE NEW OWNER OR PERSON IN CONTROL SHALL CONDUCT AND DOCUMENT INSPECTIONS� �`�
./\ \/ '
QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN 6" MIN. TYPICAL EROSION CONTROL INSTALLATION
EROSION.
ENTRANCE GRADE GREATER
FABRIC UNDER STONE THAN 2% REFER TO THE SPECIFICATIONS AND MAINTENANCE REQUIREMENTS
6" TO 8" STONE RIDGE IN THE "NORTH CAROLINA EROSION CONTROL PLANNING MANUAL"
JUNE 1, 2006 EDITION.
TEMPORARY CONSTRUCTION ENTRANCE (*NCDENR 6.06)
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential IInfrastructurel Technology
42087-333
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PROJECT NO: 42087
SHEET: C2. 3
THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.
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OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.

STEMPORARY SEEDING
SEEDING MIXTURE
"COOL SEASON" SEPTEMBER 1 - FEBRUARY 28
SPECIES RATE (Ib/ACRE)
SOFT RED WINTER WHEAT 120
"WARM SEASON" MARCH 1 - AUGUST 31
SPECIES RATE (Ib/ACRE)
GERMAN, BROWN TOP, 65
OR FOX TAIL MILLET
SOIL AMENDMENTS
FOLLOW RECOMENDATIONS OF SOIL TEST OR APPLY 2,000LBS/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LBS/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 Ib/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED
WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A
RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PS PERMANENT SEEDING
PERMANENT SEEDINGS:
"WARM SEASON" MARCH 1 - AUGUST 31
SPECIES RATE (Ib/ACRE)
TALL FESCUE SEED 100
SOIL AMENDMENTS
TILL SOIL TO A DEPTH OF 4". APPLY LIME AT A RATE OF 70 LB PER 100 SF, OR
1.5 TONS PER ACRE. APPLY 10-20-20 FERTILIZER AT A RATE OF 20 LBS PER
1000 SF OR 850 LBS PER ACRE. THE FERTILIZER SHOULD BE EITHER SLOW
TIME RELEASE OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF
PLANTING AND THE SECOND HALF AFTER PERMANENT SEED GERMINATES.
MULCH
APPLY 4,000 Ib/ACRE STRAW. THE GROUND SHOULD BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED
WITH EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A
RATE HEAVY ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RE -SOD, RE -FERTILIZE,
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIME FRAME
TIME EXCEPTIONS
• PERIMETER DIKES,
0
3:1
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
0
3:1
• HIGH QUALITY
1.73 S75
WATER (HQW)
7 DAYS
NONE
ZONES
CV
•SLOPES STEEPER
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7 DAYS
LENGTH AND ARE NOT STEEPER
z
THAN 2:1 14 DAYS ARE ALLOWED
• SLOPES 3:1 OR
7 -DAYS FOR SLOPES GREATER
14 DAYS
MOMM
FLATTER
ZC11
THAN 50 FEET IN LENGTH
• ALL OTHER AREA
O
NONE (EXCEPT FOR PERIMETERS
WITH SLOPE
14 DAYS
AND HQW ZONES)
FLATTER THAN 4:1
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* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION II. B (2)(b))
3 TIMES I.D. (W2)
YLAIN V Ir W
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
4. MAINTAIN ENERGY DISSIPATERS INSTALLED DURING
EARLY SITE WORK THROUGHOUT THE CONSTRUCTION
AREA.
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MINIMUM
ABOVE THE TOP OF BOX
NOTE:
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED.
HARDWARE CLOTH AND GRAVEL
YARD INLET PROTECTION
O° o°
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1= I -111-111-i ''
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FILTER
SECTION 'A -A' FABRIC
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, INC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development IResidential IInfrastructurel Technology
42087-333
MAINTENANCE a 0
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. 0
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. U
M �
0 U]
Z
W 0
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/ T KES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPL STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP'S.
NORTH
AMERICAN
GREEN
_= IJ F I Products
Guaranteed
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nogreen.com
(15
CHANNEL INSTALLATION
REV. 01/05
(15
SLOPE
N
x,19
RIGHT SLOPE
(H:V)
LEFT SLOPE
(H:V)
COSlit
�• 1
1.12
0
3:1
�• 9
1.58 S75
B 13.6
0.82
0
3:1
3:1
1.73 S75
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#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MINIMUM
ABOVE THE TOP OF BOX
NOTE:
1. INSPECT INLET PROTECTION AND REMOVE SEDIMENT
AFTER EACH RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED.
HARDWARE CLOTH AND GRAVEL
YARD INLET PROTECTION
O° o°
° II ffiL_I 1=1Il
1= I -111-111-i ''
° IIII �IIIIIIIIII�II�
VIII III -11r
FILTER
SECTION 'A -A' FABRIC
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, INC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development IResidential IInfrastructurel Technology
42087-333
MAINTENANCE a 0
RIP RAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. 0
CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. U
M �
0 U]
Z
W 0
PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL
SLOPE INSTALLATION
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/ T KES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM STAPL STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP's WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP'S.
NORTH
AMERICAN
GREEN
_= IJ F I Products
Guaranteed
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nogreen.com
(15
CHANNEL INSTALLATION
REV. 01/05
(15
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12"
(30 CM) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE
SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS
SHOWN IN THE STAPLE PATTERN GUIDE. TM WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30 CM)
APART IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART INA 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY
ANCHOR THE RECP'S.
A A
B
C B C�
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
NOTE:
HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
REV. 01/05
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS 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.
2' MIN.
WASTE I R ED & MULCHAFTER
RMPACT,
S
_71/<<S 2 A 0' CONSTRUCTION OF DITCH 2,
�AF ^�,et �y+ 12"
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I
12"
TEMPORARY DIVERSIONS
DITCH TOTAL FLOW
(CFS)
SLOPE
N
BOTTOM WIDTH
(FT)
RIGHT SLOPE
(H:V)
LEFT SLOPE
(H:V)
COSlit
A 12.6
1.12
0
3:1
=JI���`,'��
1.58 S75
B 13.6
0.82
0
3:1
3:1
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1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12"
(30 CM) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER
COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE
SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS
SHOWN IN THE STAPLE PATTERN GUIDE. TM WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE
COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12"(30 CM)
APART IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP'S MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE
ROW OF STAPLES STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP'S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART INA 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY
ANCHOR THE RECP'S.
A A
B
C B C�
CRITICAL POINTS
A. OVERLAPS AND SEAMS
B. PROJECTED WATER LINE
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
NOTE:
HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
REV. 01/05
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS 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.
2' MIN.
WASTE I R ED & MULCHAFTER
RMPACT,
S
_71/<<S 2 A 0' CONSTRUCTION OF DITCH 2,
�AF ^�,et �y+ 12"
I II ti.
IIIM II III 112'M� OAR 21�P+ III III III
II -11 I
_1 I __I-
.. ,III III CROSS SECTIONAL VIEW
I
12"
TEMPORARY DIVERSIONS
DITCH TOTAL FLOW
(CFS)
SLOPE
N
BOTTOM WIDTH
(FT)
RIGHT SLOPE
(H:V)
LEFT SLOPE
(H:V)
FLOW DEPTH LINER
(FT)
A 12.6
1.12
0
3:1
3:1
1.58 S75
B 13.6
0.82
0
3:1
3:1
1.73 S75
¢
1 1 1
CV
*SWALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 2 -YEAR STORM PER TABLE 8.03c OF
THE NCDENR EROSION CONTROL MANUAL. (FAYETTEVILLE REGION: 6.11 IN/HR)
DIVERSION DITCH (*NCDENR 6.20)
TOP ELEVATION OF STORMWATER
#5 WASHED
STONE
EXISTING SLOPE
FRONT VIEW
MAINTENANCE
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE
CHANNEL WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE CHECK DAM AND EROSION
FROM HIGH FLOWS AROUND EDGES OF THE DAM. CORRECT ALL DAMAGE
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL
MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN
THAT PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER
THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
NORTH AMERICAN GREEN MATTING MAINTENANCE NOTES
#1 RIP -RAP
VARIES
SIDE VIEW
>P EXISTING
GROUND
0
STEP SEQUENCE z
0
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
CHECK DAM (*NCDENR 6.83)
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH
SIGNIFCANT (1/2 INCH OR GREATER) RAIN FALL EVENT REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE
FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
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OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.
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THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.

r1i AnI InrtA/
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH, '
BACKFILLED AND
COMPACTED
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).
PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF
THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM
PREVENT SAGGING
STAKE TO
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
COIR MESH BAFFLES DETAIL (*NCDENR 6.65
EATM ENl
ZONE
INLET SHALL BE
PROTECTED (AS NEEDED)
FROM EROSION WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT.
V MIL FREEBOARD
BAFFLES
SKIMMER TRASH
RACK^
MERGENCY
SPILLWAY
Ilk
1 st Cell
2nd Cell
I
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME (CF)
% of basin
25% of basil
Z,
TOP OF BERM
ELEV.
EMERGENCY SPILLWAY
ELEV.
rface area
surface are
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7.15
25.17
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8,181
16,927
12,870
25
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326.00
f
in surface a
r1i AnI InrtA/
FENCE AND FABRIC
BURIED IN TRENCH
STEEL POST
6"X6" TRENCH, '
BACKFILLED AND
COMPACTED
SECTION VIEW AT OPENING
NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).
PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF
THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL
CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM
PREVENT SAGGING
STAKE TO
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
COIR MESH BAFFLES DETAIL (*NCDENR 6.65
EATM ENl
ZONE
INLET SHALL BE
PROTECTED (AS NEEDED)
FROM EROSION WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT.
V MIL FREEBOARD
BAFFLES
SKIMMER TRASH
RACK^
MERGENCY
SPILLWAY
SEDIMENT ROCK PAD AT
STORAGE SKIMMER BASE
ZONE (FILL TO TOP OF
SEDIMENT
STORAGE)
CROSS SECTION
RIFICE�
ANTI -FLOATATION
DEVICE
ANTI -SEEP
COLLAR
1. Clear, grub, and strip the area under the embankment of all vegetation and
root mat. Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment control measures below
basin as needed.
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4 -inch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
CMP
PIPE
TARP PROTECTION
TOP OF BERM
EMERGENCY
/ SPILLWAY
ELEVATION
18" MIN
10' MIN
WEIR LENGTH
SECTION THRU WEIR
OF DAM
/L_
DITCH AND BURY TARP
EDGE (MIN. 12")
FLI
(R)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
RIP RAP ENERGY
DISSPATER
CONSTRUCTION SEQUENCE
around the pipe spillway in 4 -inch layers and compact it under and around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway
before crossing it with construction equipment. In no case should the pipe
conduit be installed by cutting a trench through the dam after the embankment
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways --Install the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with 8 -inch staples or pins. The fabric
must be long enough to extend down the slope and exit onto stable ground.
The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper section(s) should overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
110
OAT
Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
1999. J. W. Faircloth & Son.).
8. Inlets --Discharge water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection).
9. Erosion control --Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous baffles as specified in Practice 6.65
11. After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
BASIN
NUMBER
DRAIN
AREA(ACRES)
DISTB.
AREA(ACRES)
IL
I
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME (CF)
REQUIRED BASIN
VOLUME (CF)
SPILLWAY LENGTH
(FT)
Z,
SEDIMENT ROCK PAD AT
STORAGE SKIMMER BASE
ZONE (FILL TO TOP OF
SEDIMENT
STORAGE)
CROSS SECTION
RIFICE�
ANTI -FLOATATION
DEVICE
ANTI -SEEP
COLLAR
1. Clear, grub, and strip the area under the embankment of all vegetation and
root mat. Remove all surface soil containing high amounts of organic matter
and stockpile or dispose of it properly. Haul all objectionable material to the
designated disposal area. Place temporary sediment control measures below
basin as needed.
2. Ensure that fill material for the embankment is free of roots, woody
vegetation, organic matter, and other objectionable material. Place the fill in
lifts not to exceed 9 inches, and machine compact it. Over fill the embankment
6 inches to allow for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device
from settling into the mud by excavating a shallow pit under the skimmer or
providing a low support under the skimmer of stone or timber.
4. Place the barrel (typically 4 -inch Schedule 40 PVC pipe) on a firm, smooth
foundation of impervious soil. Do not use pervious material such as sand,
gravel, or crushed stone as backfill around the pipe. Place the fill material
CMP
PIPE
TARP PROTECTION
TOP OF BERM
EMERGENCY
/ SPILLWAY
ELEVATION
18" MIN
10' MIN
WEIR LENGTH
SECTION THRU WEIR
OF DAM
/L_
DITCH AND BURY TARP
EDGE (MIN. 12")
FLI
(R)
OUTLET END: CONNECTION
TO OUTLET PIPE OR RISER
RIP RAP ENERGY
DISSPATER
CONSTRUCTION SEQUENCE
around the pipe spillway in 4 -inch layers and compact it under and around
the pipe to at least the same density as the adjacent embankment. Care must
be taken not to raise the pipe from the firm contact with its foundation when
compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway
before crossing it with construction equipment. In no case should the pipe
conduit be installed by cutting a trench through the dam after the embankment
is complete.
5. Assemble the skimmer following the manufacturers instructions, or as
designed.
6. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
7. Earthen spillways --Install the spillway in undisturbed soil to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
in a trench. The edges may be secured with 8 -inch staples or pins. The fabric
must be long enough to extend down the slope and exit onto stable ground.
The width of the fabric must be one piece, not joined or spliced; otherwise
water can get under the fabric. If the length of the fabric is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper section(s) should overlap the lower section(s) so
that water cannot flow under the fabric. Secure the upper edge and sides
of the fabric in a trench with staples or pins. (Adapted from "A Manual for
Designing, Installing and Maintaining Skimmer Sediment Basins." February,
110
OAT
Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
1999. J. W. Faircloth & Son.).
8. Inlets --Discharge water into the basin in a manner to prevent erosion. Use
temporary slope drains or diversions with outlet protection to divert sediment -
laden water to the upper end of the pool area to improve basin trap efficiency
(References: Runoff Control Measures and Outlet Protection).
9. Erosion control --Construct the structure so that the disturbed area is
minimized. Divert surface water away from bare areas. Complete the
embankment before the area is cleared. Stabilize the emergency spillway
embankment and all other disturbed areas above the crest of the principal
spillway immediately after construction (References: Surface Stabilization).
10. Install porous baffles as specified in Practice 6.65
11. After all the sediment -producing areas have been permanently stabilized,
remove the structure and all the unstable sediment. Smooth the area to
blend with the adjoining areas and stabilize properly (References: Surface
Stabilization).
BASIN
NUMBER
DRAIN
AREA(ACRES)
DISTB.
AREA(ACRES)
PEAK
FLOW(CFS)
BASIN SURFACE
AREA(SF)
REQUIRED SURFACE
AREA(SF)
BASIN VOLUME (CF)
REQUIRED BASIN
VOLUME (CF)
SPILLWAY LENGTH
(FT)
SKIMMER ORIFICE
DIAMETER (IN.)
TOP OF BERM
ELEV.
EMERGENCY SPILLWAY
ELEV.
BOTTOM OF BASIN
ELEV.
A
7.15
7.15
25.17
8,992
8,181
16,927
12,870
25
2.0
327.00
326.00
324.00
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BASIN SIDES AND WEIR SHALL HAVE MAXIMUM SLOPES OF 2:1 OR FLATTER. DIMENSIONS SHOWN ARE AT WEIR ELEVATION OF
BASIN VOLUMES PROVIDED ARE BASED ON AVAILABLE VOLUME AT THE PRINCIPAL SPILLWAY
SKIMMER TRAP WITH STANDARD SKIMMER (NCDENR 6.61)
NOT TO SCALE
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential I Infrastructure) Technology
42087-333
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PROJECT NO:
42087
SHEET:
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THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.

N/F
RUTH DUPREE PETREA &
JAMES R. PETREA
DB. 13020 PG. 154
PIN: 0674-69-2461
REMAINING ACREAGE BY DEED: 35 ACRES MORE OR LESS
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GUTTER
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REFER TO NCDOT DETAIL
1205.08 FOR DIMENSIONS
AND PLACEMENT
0
EXISTING WETLANDS
GENERAL LAYOUT NOTES:
1. EXISTING CONDITIONS AS SHOWN HAVE BEEN COMPILED FROM A SITE
SURVEY PREPARED BY TIMMONS GROUP. NO WARRANTY IS GIVEN OR
IMPLIED REGARDING THE ACCURACY OF EXISTING FEATURES. ALL
UNDERGROUND FEATURES INDICATED ON THE PLANS SHALL BE CONSIDERED
/ERIFIED IN THE FIELD PRIOR TO
TECT AND ENGINEER
OTED.
VCE WITH THE TOWN OF ANGIER
NS.
IRECTOR OF MAINTENANCE AND
=MAIN UNDISTURBED.
,BLE ADA ACCESSIBILITY CODES
lIIVLJ V Lr1VLIvILI1A I
> OTHERWISE NOTED. AREAS
OF PAVEMENT.
) SHALL NOTIFY THE ARCHITECT
.EPANCIES PRIOR TO
PLAN, INCLUDING BUT NOT
ING ELEVATIONS, LIGHTING OR
:OVAL OF THE ARCHITECT,
JING AND COMMUNITY
) PRIOR TO THE ISSUANCE OF A
PAVEMENT HATCHING LEGEND
71
HEAVY DUTY PAVEMENT
42087
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- - - --
THE FULL LENGTH OF THE SEkVtCS DITCH
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NOTE&
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II: * HAND EXCAVATE TO
COHFORi�I TOI PIPE BARREL
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T�E_N SIDE SLOPES SHALII RE IN ACCMM-MC WiR OsH* REdj63Ij NTS. SUPPCR? OR MI DRE Wl}n TRENCH 19
�i MORE VAN, W DEV ASID 8 LONGI -�EECIN SIDE+ SLOB, IF q EDI �PitOXNAi1E1.Y III ABdVE TOP OF PIPET.
II 7. BACKFttL OF TRENCHES SHALL 13E ACCOF{PUSH IM#IEaIaTELY Af7 THgg-RPE IS LAID. Chip
I " SIfALL ATTAIAED BY THE U 0� #A♦iCHAAICAL TAMPS ONLY. EACH ARb EVERY LAY €13 OF �4CKrILL SHALLBEPLACEQ LOOSE Its S' LAYERS AND TF OROU�OH-LY COMPACTED WTO PL*M. ;
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UNDER BE NO CIRCUMSTANCES SHALL III BE PERMITTED TQ RISE IN UNDACMLLED TR�N6HE3 AFTF�R 713E PIPE HAS
9. AWL Iq ZRIAL SNAtL Hf4V� A7D ITh CE DEN912Y OF 100'A, TO A DEP71I1 6" NM T-FiE FlNISFIED GRACE � BA'fICF LEL
11IAT�RIAL, AAD 9576 AT GREA,fl TH 8" �EhOW GRADE.
1� PdVI Ml l-'1 HSED TO Rf�LitCE EXISTING P7\VEMENq SHALL BE ftkM AND EQUAL TO THE TYPE REMOVED. AS
APPROVED _0Y
THE TOWN�A Al�d-ER.
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development lResidential lInfrastructurel Technology_
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THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development lResidential lInfrastructurel Technology_
42087-333
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OR REPRODUCED WITHOUT WRITTEN CONSENT.

1 -4 ') -1 +
COLLAR
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1--7-1/2"—
5"
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THREADED STEEL RODS Tw.
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17.312 2
1
fi*&' PR�JJFIE TREAM. POST (TYP.,-\
5/9 Ill 2 RRES9JRE -WEhftb
30,779 4
48,019
COC EAR PIC<ET. 2"
6
241 69.252 a
SII
NOTES:-
-AID TfflNr 4 OF
I" ONCE 'NSTAUM A THE SItEL RODS AND BOLTS SHALL BE COATED 171 TWO COATS
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BITUMINOUS PAW.
2- CONI SHALL NOT CWTACT Ill OR ENDS Cir uEcHANtCAL joil BENDS.
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WATER LINE
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5"
STOPII i I CIG
6-10" LENGTH
STOP SIGN
36"06"
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18"x18"
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SIGN DETAIL ANCHOR WITH REBAR
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(2 PER WHEEL STOP)-/
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A' Hll 0.wP5TE;t
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CONTRACTION JOINTS SHALL CONFORM TO TOWN OF CHAPEL HILL STANDARDS
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NO SCALE
01
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Sl CLASS B CONCRETE
C STONE
1" S9.513 LIGHT DUTY PAVEMENT TO BE
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--t HEAVY DUTY PAVEMENT TO BE
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3.5" B25.OB
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PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
DENOTES ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT
NO SCALE
7" 4000 PSI PORTLAND L/AINU CEMENT CONCRETE
6" NCDOT (TYPE CABC) CRUSHED STONE
SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
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TO BE
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CONCRETE SHALL 13E 3=
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FLANGE MUST BE ABO'kit GRADE
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STEEL RODS AND BOLTS -ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO COATS
00
-cc
OF BITUMIROUS BASE PAINT.
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HEAVY DUTY GXII HI%l
�I�AIPSTER-
EYE.
1
CONTRACTION JOINTS SHALL CONFORM TO TOWN OF CHAPEL HILL STANDARDS
STANDARD 18" CURB & GUTTER
NO SCALE
01
6"
—1
Sl CLASS B CONCRETE
C STONE
1" S9.513 LIGHT DUTY PAVEMENT TO BE
USED IN PARKING STALLS.
'ABC STONE
COMPACTED SUBGRADE
(= DENOTES ASPHALT PAVEMENT ON PLANS
LIGHT-DUTY PAVEMENT
NO SCALE
--t HEAVY DUTY PAVEMENT TO BE
1.5" S9.513 USED IN DRIVE AISLES.
3.5" B25.OB
1
8" CABC STONE
--SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
DENOTES ASPHALT PAVEMENT ON PLANS
HEAVY DUTY ASPHALT PAVEMENT
NO SCALE
7" 4000 PSI PORTLAND L/AINU CEMENT CONCRETE
6" NCDOT (TYPE CABC) CRUSHED STONE
SUBGRADE COMPACTED TO 95% STANDARD
PROCTOR (REFER TO PROJECT SPECIFICATIONS
FOR ADDITIONAL REQUIREMENTS)
C=D DENOTES REINFORCED CONCRETE PAVEMENT ON PLANS
REINFORCED CONCRETE PAVEMENT
NO SCALE
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9 1/4
0�— lye
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NTS
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43" All 3/4" SMOOTH BARUNK 1 IN D
MER HAM
2 HEX §
Kill OF SLAB NUTS
HANDLES III
-All
12 12"
PRECAST CONCCRE SLAB
Ir
TI
1- DIA. X 3' PIPE SLEE
(TO ALLOW HANDLE TO MOVE
-3#Xl/4" THICKARE FREELY) k
)UNO OR SQU
)T WASHER
DETAILS OF HANDLE ti
PRECAST MC.F4TE $LAB
tl *tf%
J;j --MIN B.W.
EXISTING GRADE
OPEN=/j
Uj
to ff DTM.
I RITHIER S BRICK
<
> NAPT PON&RAWY
W-1 . I I - USED.
TO BE
6 IN
8 ly" I
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MS5.
CONCRETE SHALL 13E 3=
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EAW"
n
STANDA=ZAM A 1, with—CON
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1=3
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•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road,
Suite 102
Raleigh, NC 27607
TEL [phone]
FAX 919 , 859.5663
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential lInfrastructuirel Technology
42087-333
PROPERTY 24` HORIZONTAL CLEARANCE
00
C-->
LIPIE FROM ANY OBJECT.
00
M
QC3
l
2:2
=)
HYDRANT PUMPER ?ZZLE TO 13E
PEMNIDICULA TO STRE
c0
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.
C=:)
cif
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C./3
i
FLANGE MUST BE ABO'kit GRADE
t
CURB
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2 P -MEN
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4
S-6 'MIN.
VALVE BOX
Iff-1-11 -8*
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CONC. SETTING SIA 3/4n 13E
BRIDLE ROD WAY
1*-rx1'-rx4a THICK OUI.LEO QwL-:w&,
faf
7 CU. FT. CRUSHED
STONE MIN.
LLJ
>
E=
CZZ>
C/3
LL -j
FIRE HYDRANT-94ALL El UUELLER Sl CENTURMN 20% AMEMCAN bAR�tll -MARK 73,
THE KENNEDY GUARDIAN OR WATEROUS: Till joll
AWWA CM
BRANCH PIPE -SHALL BE DUCTIIIE IR -75 OR CLASS �MO PVQ AWNWA C9l
6. GATE VlHALL
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CONCRETt-SHALL ALL BE 3000 P.S.I. MINI ARID TRA ff MIXED FOR # PVC PIPE
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BEDDING SHALL CONFORM TO S DARD DR: iL U_4.
Tr
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F—
STEEL RODS AND BOLTS -ONCE INSTALLED AND TIGHT, SHALL BE COATED WITH TWO COATS
00
-cc
OF BITUMIROUS BASE PAINT.
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FIRE HYDRANTS MILL BE INSTALLED I TRUE VIERT11CAL POSITION AS DETECTED BY THE
i"NARED"
EYE.
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•
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road,
Suite 102
Raleigh, NC 27607
TEL [phone]
FAX 919 , 859.5663
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential lInfrastructuirel Technology
42087-333
I o
PROJECT NO: 42087
SHEET: C5. 1
THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.o
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OR REPRODUCED WITHOUT WRITTEN CONSENT.o
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THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT.o

C
DOWNSPOUT COLLECTOR NOTES:
1. CONNECT ALL BUILDING DOWNSPOUTS INTO THE ROOF DRAIN COLLECTOR SYSTEM OR
DIRECTLY INTO THE STORM SEWER SYSTEM.
2. THE ROOF DRAIN COLLECTOR SYSTEM IS SMOOTH -LINED, CORRUGATED POLYETHYLENE
PIPE LAID AT MINIMUM SLOPES AS INDICATED.
3. PIPES CONNECTING TO INDIVIDUAL DOWNSPOUTS ARE 6" PROVIDE MINIMUM 6" PIPE SIZE 5'
OUTSIDE BUILDING. ALL OTHER DRAIN PIPES ARE SIZED AS INDICATED INCREASING IN SIZE
FROM UPSTREAM TO DOWNSTREAM.
4. PROVIDE CLEANOUTS AS INDICATED AND AS REQUIRED BY LOCAL BUILDING CODE.
5. MAKE CONNECTIONS INTO CONCRETE PIPES WITH A FLEXIBLE WATERTIGHT TEE
CONNECTOR THAT IS MECHANICALLY EXPANDED INTO A CORDED OPENING. CONNECTOR
SHALL BE KOR-N-TEE OR APPROVED EQUAL.
6. MAINTAIN ADEQUATE OUTFALL FOR ROOF DRAIN DURING AND AFTER THE COMPLETION OF
CONSTRUCTION.
7. MINIMUM DEPTH OF COVER SHALL BE ONE (1) FOOT. FOR ALL DEPTHS OF COVER LESS
THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER
THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR
ALLOWABLE PIPE TYPES.
8. MAINTAIN A WATERTIGHT CONNECTION AT ALL PIPE CONNECTIONS BELOW GRADE.
9. INSTALL THE DOWNSPOUT COLLECTOR DRAIN BEFORE THE DOWNSPOUTS ARE INSTALLED
ON THE BUILDING. THE SITE WORK CONTRACTOR IS RESPONSIBLE FOR ALL WORK TO AND
INCLUDING THE 45° BEND. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS
OF DOWNSPOUTS ON BUILDING EXTERIOR WALLS.
WARNING DOMES
TRANSITION CURB FROM
FLUSH TO 6" FLUSH CURB TRANSITION CURB FROM
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CONTROL JOINTS
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1/2" EXPANSION JOINT
MAT'L W/ SEALANT
24" LONG, 1/2" SMOOTH
DOWEL @ 24" O.C.
CENTERED IN CONC SLAB
5'
2..
12.5" a -
L ASPHALT PAVING
CURBBEYOND
6X6 W5
WELDED WIRE MESH
2" R
TOP OR CURB
V
NOTES:
PLAN FOR PAVEMENT SECTION REFER TO LAYOUT,
FOR GRADING OF RAISED CROSSWALK,
REFER TO GRADING PLAN
20' 5'�
12.5"
-- a --- o------------a----�--- y
10.. 4
3,000 PSI
CONCRETE
SECTION A -A
2" R
RAISED CROSSWALK
I ' � 6" 6"
13" j ° < °
e 4 G
d°
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1Il a°
4 ° ° ° L t a 4 a 4
• • • • • • • • • • • PION
ffigg
CONTINUE STONE BASE FROM
ADJACENT PAVEMENT SECTION
UNDER CURB
CURB FLUME
NO SCALE
NO SCALE
TOP OF CURB
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13"
SECTION B -B
:EFER
TO
PLAN
3'-6"
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
DOWNSPOUT BOOT WITH
CLEANOUT (REFER TO
DETAIL 21A2.9)
SEE NOTE #7
45' BEND
(SCH 40 P VC)
SEE NO TE #9
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SEE NOTE #8
DOWNSPOUT COLLECTOR
NO SCALE
GATES SHALL BE 3" GALVANIZED PIPE (WELD SEAMS
AND PAINT W/GALVANIZED PRIMER AND PAINT)
WA TER TI GH T
CONNECTION
ROOF DRAIN
COLLECTOR
MAIN
REFER TO PLAN REFER TO PLAN
CAP4" GALVANIZED * WELDED U -BOLTS PIPE
CANE BOLT FOR CHAIN AND PADLOCK BOLLARD
BRACKET
I S
4'
6"x6"x6"
CONCRETE BLOCK FINISH
GRADE
4' PAVEMENT _ 3000 PSI
l6.. -
LDOUBLE SWING ROAD GATE CONCRETE
- 2'.I FOOTING
DIAMETER NO SCALE
* CHAIN AND PADLOCK PROVIDED BY THE OWNER
SUBMIT FABRICATORS DRAWINGS FOR GATE AND CANE BOLT CONNECTION (ALTERNATIVES MAY BE EXCEPTED)
GATE STOPS SHALL BE THE SAME AS THE END POSTS
* KNOX BOXES SHALL BE INSTALLED AT ALL GATES
2.375" MIN. O.D. #11
GAUGE x 1" BEVELED PVC
COATED STEEL BAND
WITH BOLT AND NUT
REFER
1 2' (MIN)
2'-6" 1
�12"� 112"�
BLACK PVC CLAD CHAIN LINK SINGLE SWING GATE
NO SCALE
BLACK PVC CLAD CHAIN LINK FENCE DETAIL
NO SCALE
11
REFER TO PLAN
3'-6"
11
TOP AND BOTTOM SELVAGE TO BE KNUCKLED
BLACK PVC CLAD CHAIN LINK DOUBLE SWING GATE
NO SCALE
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DOWNSPOUT (REFER TO
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North Carolina License No. C-1652
Site Development (Residential I Infrastructure I Technology
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42087-333
DOWNSPOUT BOOT WITH
CLEANOUT (REFER TO
DETAIL 21A2.9)
SEE NOTE #7
45' BEND
(SCH 40 P VC)
SEE NO TE #9
S� OpE
SEE NOTE #8
DOWNSPOUT COLLECTOR
NO SCALE
GATES SHALL BE 3" GALVANIZED PIPE (WELD SEAMS
AND PAINT W/GALVANIZED PRIMER AND PAINT)
WA TER TI GH T
CONNECTION
ROOF DRAIN
COLLECTOR
MAIN
REFER TO PLAN REFER TO PLAN
CAP4" GALVANIZED * WELDED U -BOLTS PIPE
CANE BOLT FOR CHAIN AND PADLOCK BOLLARD
BRACKET
I S
4'
6"x6"x6"
CONCRETE BLOCK FINISH
GRADE
4' PAVEMENT _ 3000 PSI
l6.. -
LDOUBLE SWING ROAD GATE CONCRETE
- 2'.I FOOTING
DIAMETER NO SCALE
* CHAIN AND PADLOCK PROVIDED BY THE OWNER
SUBMIT FABRICATORS DRAWINGS FOR GATE AND CANE BOLT CONNECTION (ALTERNATIVES MAY BE EXCEPTED)
GATE STOPS SHALL BE THE SAME AS THE END POSTS
* KNOX BOXES SHALL BE INSTALLED AT ALL GATES
2.375" MIN. O.D. #11
GAUGE x 1" BEVELED PVC
COATED STEEL BAND
WITH BOLT AND NUT
REFER
1 2' (MIN)
2'-6" 1
�12"� 112"�
BLACK PVC CLAD CHAIN LINK SINGLE SWING GATE
NO SCALE
BLACK PVC CLAD CHAIN LINK FENCE DETAIL
NO SCALE
11
REFER TO PLAN
3'-6"
11
TOP AND BOTTOM SELVAGE TO BE KNUCKLED
BLACK PVC CLAD CHAIN LINK DOUBLE SWING GATE
NO SCALE
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PROJECT NO: 42087
SHEET: C5.2
THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
OF ANDRUS ARCHITECTURE AND SHALL NOT BE USED
OR REPRODUCED WITHOUT WRITTEN CONSENT. c
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::..:: PLANTING REQUIREMENTS
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'i :•:.� ::: •.:•:.•.�•.................. No canopy tree shall be located within 20' of a li ht ole.
`'� pY g p
SCALE 1 -40
�. : j•.t•:'' :'::•''•''•'''': EXIsaTa1\[GTP�IElEAPJD:'''•''•'''•''•''-''•''•''•''•''•':.
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a;- 0 40' 80' Northern Buffer Type C
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n \ ; �, t: �; :1; ;,�; Type C External Buffer Requirements:
.4.;.;.;.;.;.;.;.;.-
;�. .I... 10 f by 90 LF
C ' :• •. .
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3 Large Trees
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t� +�� ',J,•,
I •. �•' :�, 6 Small Trees
�I \ PERTY BCQUNDARY .� . -:-'; -
\ 1 - - :� c::::•::•::•::•::•::•::•::•::•::•::•::•::•:::•::•: 15 Shrubs
_/. .... ..� ...`�t.:.'.'.'.'.'...'.'.'.'.'.'..'.' Total Length of Buffer 674'
23 Large Trees Required
\ 1 / \ \ ` ' \ \ 1 \ //\ ~ \ •' '•' '•' '•' '•' :: 45 Small Trees Required
113 Shrubs Required
PROVIDED:
23 Large Proposed Trees
` . ' '•' .........;.�.;.;.;.;.;.;.;.; 45 Small Proposed Trees
EXISTING TR€E--L[NE 3 \ \ �':':':':'•' ':':�:':'•':':':':':' 113 Shrubs
\ 333 332 \ I I a: ; :: ; r-; : ; : ; ;:: �:: �.; No Buffer Required
Where wetland overlaps with property boundary, no buffer is required
TYPE C BUFFER NOT, ;:;.'i .•.... 7 �.;:;.;.
EDED ON WOODED
330 \ �..... f
ROPERTY LINES
Parking Lot Landscaping
\7- No parking space to be farther than 60' from a shade tree
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5 Trees Required
5 Trees Provided
PRE -CONSTRUCTION
• PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON-SITE PRE CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL
LANDSCAPE ELEMENTS THAT ARE TO REMAIN AS IDENTIFIED ON THE LANDSCAPE PLAN.
• CALL 811 FOR LOCATION OF ALL UTILITY LINES. TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS.
• VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING.
• PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT
MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL.
• PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS.
CONSTRUCTION/INSTALLATION
• LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
• LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME.
• INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES.
• CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE.
INSPECTIONS/GUARANTEE
• UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL
INSPECTION BY THE LANDSCAPE ARCHITECT.
• ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL
PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR.
• PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY.
• REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION.
PLANT SCHEDULE PLANTING AREA
TREES
QTY
BOTANICAL NAME / COMMON NAME
CONT
CAL
AS
23
Amelanchier alnifolia / Serviceberry
B & B
8- HT.
GI
1
Gleditsia triacanthos inermis / Thornless Common Honeylocust
B & B
2.5"Cal
MH
22
Malus x '20th Century' / 20th Century Apple
B & B
8- HT.
QP
5
Quercus palustris / Pin Oak
B & B
2.5"Cal
QV
11
Quercus virginiana / Southern Live Oak
B & B
2.5"Cal
TD
12
Taxodium distichum / Bald Cypress
B & B
2.5"Cal
SHRUBS
QTY
BOTANICAL NAME / COMMON NAME
CONT
HEIGHT
FG
81
Fothergilla gardenii / Dwarf Fothergilla
cont.
18" Min
VD
35
Viburnum davidii / David Viburnum
cont.
18" Min
TYPICAL BUFFER PLANTING PER 90 FEET
PRUNE AND THIN DECIDUOUS SHRUBS
APPROX. 1/2 OF INITIAL BRANCHES
TO COMPENSATE FOR LOSS OF ROOTS
WHILE DIGGING. FOLLOWING PRUNING
PLANT SHALL MEET SPECIFIED SIZE.
3" MULCH MIN. PER SPECS
4" EARTH BERM TO FORM SAUCER
REMOVE ALL METAL/PLASTIC CONT.
PRIOR TO PLANTING. SLICE FIBER
ROOTS IN THREE PLACES TO ALLOW
ROOT GROWTH. LOOSEN BURLAP
AT STEM/ALLOW IT TO REMAIN ON BALL.
TAMPS OR WATER TOPSOIL MIXTURE
AT 6" INTERVALS
NOTES:
1. SOIL MIX: 1/3 ORGANIC MATTER, 2/3 EXIST SOIL.
2. WIDTH OF PLANT PIT: SANDY SOIL, 24" WIDER THAN PLANT BALL; CLAY SOIL, 12"
WIDER THAN PLANT BALL
3. FOR PLANTING AREAS WHERE SOIL HAS BEEN COM-PACTED BY EQUIP. CONTACT LA
PRIOR TO PLANTING.
4. FOR CAMELLIAS, RHODOS, AZALEAS, AND LAURELS: SOIL MIX, 2/3 ORGANIC AND 1/3
EXISTING SOIL
5. SHRUB SHALL BEAR SAME RELATIONSHIP TO GRADE AS IT DID PRIOR TO DIGGING.
SHRUB PLANTING DETAIL
NOTES:
1. WHERE SEVERAL TREES WILL BE PLANTED CLOSE
TOGETHER SUCH THAT THEY WILL LIKELY SHARE
ROOT SPACE, TILL IN SOIL AMENDMENTS TO A
DEPTH OF 4-6" (10-15CM) OVER THE ENTIRE AREA
2. FOR CONTAINER -GROWN TREES, USE FINGERS OR
SMALL HAND TOOLS TO PULL THE ROOTS OUT OF
THE OUTER LAYER OF POTTING SOIL; THEN CUT OR
PULL APART ANY ROOTS CIRCLING THE PERIMETER
OF THE CONTAINER.
3. DURING THE DESIGN PHASE, CONFIRM THAT WATER
DRAINS OUT OF THE SOIL; USE LOWERED PLANTING
HOLE DEPTH AND DESIGN ALTERNATE DRAINAGE
SYSTEM AS REQUIRED.
4. THOROUGHLY SOAK ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING FIRST
MONTH AFTER PLANTING AND REGULARLY
THROUGHOUT THE FOLLOWING TWO SUMMERS.
5. THE PLANTING PROCESS IS SIMILAR FOR
DECIDUOUS AND EVERGREEN TREES.
6. DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF
THE TREE IN THE NURSERY AND LOCATE TO THE
NORTH IN THE FIELD.
7. AVOID PURCHASING TREES WITH TWO LEADERS OR
REMOVE ONE AT PLANTING. OTHERWISE, DO NOT
PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC
STRUCTURAL CORRECTIONS
8. BEFORE PLANTING, ADD 34" OF WELL -COMPOSTED
LEAVES, RECYCLED YARD WASTE OR OTHER
COMPOST AND TILL INTO TOP 6" OF PREPARED SOIL.
ADD COMPOST AT 20-35% BY VOLUME TO BACKFILL
SOIL. ADD COMPOST AT 20-35% BY VOLUME TO
BACKFILL ,, .. ,
PACK BACKFILL SOIL AROUND BASE
OF ROOT BALL TO STABILIZE;
ALLOW REST OF BACKFILL TO
SETTLE NATURALLY OR TAMP
LIGHTLY.
SET ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLING.
DO NOT STAKE TREES EXCEPT WHERE
SPECIFICED BY LANDSCAPE ARCHITECT. IF
STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT THE
END OF THE FIRST GROWING SEASON.
4" RAISED RING OF SOIL TO DIRECT WATER
INTO ROOT BALL. (ESPECIALLY IMPORTANT
IF ROOT BALL IS RAISED ABOVE GROUND)
TRIPLE SHREDDED HARDWOOD MULCH. DO
NOT PLACE MULCH IN CONTACT WITH TREE
DIG WIDTH OF PLANTING HOLE 3 TIMES THE
DIAMETER OF THE ROOT BALL.
4"-6" DEEPER THAN ROOT BALL.
UT BURLAP, ROPE, AND WIRE BASKET
AWAY FROM TOP AND SIDES OF ROOT BALL.
EXTEND STAKES INTO
TREE PLANTING DETAIL UNDISTURBED SUBGRADE.
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
VIRGINIA I NORTH CAROLINA
THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
TEL [phone]
FAX [phone]
www.timmons.com
North Carolina License No. C-1652
Site Development (Residential l Infrastructure l Technology
42087-333
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PROJECT NO: 42087
SHEET: Ll
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THIS DRAWING IS THE SOLE COPYRIGHT PROPERTY
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