20180806 Ver 1_401 Application_20180618

June 6, 2018
Mr. Ross Sullivan
U.S. Army Corps of Engineers F & ID
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
208080
6
3040 NC Hwy 42 West; Clayton, NC 27520
P:919-359-1102 — F:919-585-5570
RE: Pre -Construction Notification: Nationwide Permit 29/12, and General Certification No.
4139/4133, The Village at Little Creek Subdivision, Johnston County, North Carolina
Dear Mr. Sullivan:
Carolina Ecosystems, Inc., on behalf of Preferred Piedmont and CAA Engineers (CAA), has
prepared the attached pre -construction notification (PCN) form for the above referenced project.
The Village at Little Creek would be a residential development consisting of single family homes
and open recreational areas. A proposed Southern Connector highway (Southern Connector),
once built, would bisect the project. Marrian Drive, an extension of an existing adjacent road,
would be the main drive into the subdivision. A sanitary sewer line would be constructed from
the proposed project across Little Creek, a Swift Creek tributary, including its 100 -year
floodplain. The line would be elevated on piers and would not impact streams. The project will
help to meet the growing demand for residences in Clayton and surrounding areas.
The attached PCN form provides information for your use in review of unavoidable impacts to
jurisdictional streams and wetlands and riparian buffers within the site. A Nationwide Permit
(NWP) 29 and corresponding Water Quality Certification (WQC) 4139 is requested for the
project, and NWP 12 / WQC 4133 is requested to approve the proposed sewer line. The US
Army Corps of Engineers (USACE) Preliminary Jurisdictional Determination (PJD) site visit
occurred on October 25, 2016 (AID SAW -2016-01649). A second PJD application for the sewer
line corridor was submitted to the USACE on March 23`d, but has not yet occurred. NC Division
of Water Resources (NCDWR) performed riparian buffer determinations on August 19, 2016
(NBRRO#16-245, attached). Two streams would be crossed by the sewer line, both of which are
uncontested buffered features. An NRCS map is provided as Figure 4 to illustrate these features
as approximately shown.
Project Description and Impacts
Impacts associated with The Village at Little Creek's NWP 29 are limited to a stream crossing
for the entrance road provided via extension of Marrian Drive. Buffer impacts associated with
the project include temporary grading in Zone II buffers to accommodate one temporary and two
permanent erosion and sediment and/or stormwater BMPs. Impacts associated with the sewer
line's NWP 12 would include pier -supported aerial crossings of three wetlands and two streams.
The Village at Little Creek's NWP 29: Marrian Drive would perpendicularly cross SA. The
impacts would total 149 linear feet of stream, including 110 linear feet of 36" reinforced concrete

The Village at Little Creek Subdivision Page 2 of 3
June 6, 2018
pipe (RCP) (including flared end sections), a 12 -foot long rip -rap apron upstream of the RCP,
and a 24 -foot long rip -rap apron downstream of the RCP (CAA Plan Sheet EX4). Both aprons
would be installed to the pre -project streambed elevation to ensure unimpeded movement of
aquatic life. The RCP would be buried to eight inches (>20%) below stream bed. Prior to
installation, a temporary diversion dam and pump around would be installed to protect
downstream resources from sedimentation. Riparian buffer impacts would total .17 acre in Zone
1 and .08 acre in Zone 2.
Three basins would require grading impacts within Zone II buffers (CAA Plan Sheet EX5).
Temporary basins would be utilized during construction to assist with erosion control.
Temporary basin 7 (sheet EX5) would occur in a Zone II buffer and will impact .01 acre. Post -
construction, the area will be regraded for residential use. Basin's 2 and 4 would be constructed
as sediment and erosion control devices through construction, and converted to permanent
stormwater basins once complete. Diffuse flow requirements of each will be achieved through
nutrient removal prior to discharge as bioretention facilities designed to remove 35-40% Total
Nitrogen. Basin 2 would regrade 2,733 square feet of Zone II, and Basin 4 would regrade 201
square feet of Zone IL
Sanitary Sewer Line NWP 12: Wetlands Wf¢ WH, and WI would be crossed (CAA Plan Sheet
EX6). Wetland WF is a Palustrine Emergent wetland. Five piers (117 square feet total) would be
installed, and construction impacts would total 8,359 square feet. No conversion impact would
result. Wetland WH and WI are both Palustrine Forested wetlands what would have permanent
and temporary impacts associated with thq , sewer line. The temporary construction corridor
would be 40 -feet wide. The permanent mai.i0ined corridgr would be 15 -feet wide. Construction
(temporary) impacts would total 267 square feet across Wetland WH, and 200 square feet across
Wetland WI. Permanent maintenance corridor wetland conversion would impact 101 square feet
of Wetland WH and 67 square feet of Wetland WI.
Buffer impacts associated with the crossings of Little Creek and an unnamed tributary are
provided on CAA Plan Sheet EX6. Because of buffer overlap, the impacts to Zones I and II are
reported together here. Neither crossing would exceed 1/3 acre, and both are near perpendicular.
Zone I construction easements across both buffers would total 4,271 square feet, and permanent
corridors maintained across both would total 1,547 square feet. Zone lI construction easements
would total 3,339 square feet, and permanent maintained corridors would total 1,060 square feet.
Sediment and Stormwater Control
Construction would be performed with standard equipment, including excavators, pans, dozers,
and other typical construction vehicles. Initial activity would involve land clearing and grubbing,
along with the installation of erosion control measures, including silt fencing, check dams, and
sediment basins. Erosion Control plans are detailed on CAA Plan Sheets 9 and 10. Erosion
control review, approval, and inspections will be performed by Johnston County. All disturbed
areas would be stabilized prior to removal / conversion of these measures. CAA is working with
the Town of Clayton to secure floodplain development permits and to ensure compliance with
their Floodplain Development Ordinance.
Numerous sediment basins would be constructed around the site to ensure no sediment migrates
toward aquatic resources during construction. The site would be vegetated or otherwise

The Village at Little Creek Subdivision
June 6, 2018
Page 3 of 3
stabilized before any basins are removed or converted to bioretention facilities. Four permanent
Stormwater BMPs (CAA Plan Sheet C8), including two adjacent to buffers, would be
constructed with a target removal efficiency of 35 to 40 percent Nitrogen.
The preceding information, along with the enclosed Pre -Construction Notification form, Vicinity
map, USGS map, Jurisdictional Features map, wetland impact drawings, and preliminary
construction plans are being submitted for your review of this project.
Sincerely,
Carolina Ecosystems, Inc.
Chris Hopper
Senior Environmental Scientist
cc: Ms. Karen Higgins, NCDWR 401 and Buffer Permitting Unit Supervisor
Attachments:
- Pre -Construction Notification Form
- Agent Authorization Form
- NCDWR Buffer Determination Letter NBRRO#16-245
- Figures
o Project Vicinity
o USGS Map
o Aerial Photograph
o NRCS Soil Survey Map
- Village at Little Creek Construction Plans (Provided by CAA)
- Impact Maps (provided by CAA)
o EX4 — Pipe [Road] Crossing Detail
o EX5 — NRB Zone II Impacts
o EX6 — Impact — Sewer Outfall

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
© Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 and 12 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? 7T_
❑ Yes ❑X 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 0 Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes 0 No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance fetter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2. Project Information
2a. Name of project:
The Village at Little Creek Subdivision
2b. County:
Johnston
2c. Nearest municipality / town:
Clayton
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Dairy Road 1, LLC
3b. Deed Book and Page No.
Book 4421 / Page 259 & 263
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
5121 Kingdom Way Ste 200
3e. City, state, zip:
Raleigh, NC 27607
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify:
4b. Name:
Bill Zahn
4c. Business name
(if applicable):
Accident Research Specialists, PLLC
4d. Street address:
1631 NW Maynard Road, Suite 101
4e. City, state, zip:
Cary, North Carolina 27513
4f. Telephone no.:
919-467-8134
4g. Fax no.:
4h. Email address:
[e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name:
Chris Hopper
5b. Business name
(if applicable):
Carolina Ecosystems, Inc.
5c. Street address:
3040 NC Highway 42 West
5d. City, state, zip:
Clayton, NC 27520
5e. Telephone no.:
919-274-5979
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1658-12-85-9742 / 1658-16-94-4736
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.6322 Longitude: -78.4675
1c. Property size:
44.6 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Little Creek (27-43-12)
2b. Water Quality Classification of nearest receiving water:
C; NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The majority of the site is maintained in pasture. Bottomland hardwoods occur along streams and adjacent to ponds.
3b. List the total estimated acreage of all existing wetlands on the property: 1.9
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,894
3d. Explain the purpose of the proposed project:
See cover letter. The purpose of this residential development is to provide single family housing for the expanding population of the area.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
Yes ❑ No ❑ Unknown
Comments: PJD submitted
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Chris Hopper
Agency/Consultant Company: Carolina Ecosystems, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary jurisdictional determination site visit occurred on October 25, 2016 with Ms. Samantha Dailey, USACE. A PJD request is with the USACE
to verify resources along the sewer line. Buffers on the Village at Little Creek were determined on August 19, 2016 with Ms. Erin Deck, NCDWR.
S. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
No future phases are planned. See cover letter for discussion.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
XI Wetlands X❑ Streams — tributaries ❑X 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 impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 T
Construction
Bottomland Hardwood Forest
Yes
Corps
0.27
W2 T
Construction
Bottomland Hardwood Forest
Yes
Corps
0.006
W3 P
Conversion
Bottomland Hardwood Forest
Yes
Corps
0.002
W4 T
Construction
Bottomland Hardwood Forest
Yes
Corps
0.005
W5 P
Conversion
Bottomland Hardwood Forest
Yes
Corps
0.002
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.004
2h. Comments:
W1 = Wetland WF. W2, W3 = Wetland WH. W4, W5 = Wetland WI. Total Construction (temporary) impacts would be 0.285 acre. Permanent
conversion of wetlands from forested to herbaceous wetland are reported above (0.004 ac).
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 (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
SA
INT
Corps
2
110
S2 T
Stabilization
SA
INT
Corps
2
32
S3 T
Pump -Around
SA
INT
Corps
2
149
S4 -
Choose one
-
-
S5 -
Choose one
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
149
3i. Comments:
S1, S2, and S3 are all activities within the same 149 foot reach of stream. Within this reach, a 110 foot long culvert and rip -rap stabilization up- and
down -stream (12 and 20 feet) would be installed.
Page 4 of 10
PCN Form —Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d. 5e.
Stream Impacts (feet) Upland
(acres)
Flooded
Filled
Excavated
Flooded Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 T
Sediment Basin Berm
SA
No
0
602
B2 P
Stormwater Basin Berm
Little Creek
No
0
2,733
B3 P
Stormwater Basin Berm
Pond Buffer in Little Creek floodplain
No
0
201
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
0
3,536
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See attached (Sheet EX4). A pump around would be utilized during installation of the road crossing of Stream SA. Four Stormwater Detention Basin
BMPs would be constructed, each with a removal efficiency of 35 - 40 percent Nitrogen. The sewerline crossing would be constructed on piers to avoid
impacts to stream and wetland areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Best management practices and sedimentation and erosion control methods will be used during all construction techniques. No equipment refueling or
maintenance activities will occur adjacent to jurisdictional areas. All temporary impacts to jurisdictional wetlands during construction activities will be
returned to their original configuration and seeded in a timely manner for stabilization.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non-riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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
Yes ❑X No
buffer mitigation?
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).
Avoidance and minimization was prioritized over mitigation.
6h. Comments:
Page 7 of 10

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
M Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Storm water BMPs are being constructed to provide sufficient nutrient removal to negate the need for
❑ Yes ❑X No
diffuse flow provisions.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
40.96%
2b. Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Erosion control review, approval, and inspections will be performed by Johnston County. Al disturbed areas would be stabilized prior to removal !
conversion of these measures. Numerous sediment basins would be constructed around the site to ensure no sediment migrates toward aquatic
resources during construction. The site would be vegetated or otherwise stabilized before any basins are removed or converted to bioretention
facilities. Four permanent Stormwater BMPs would be constructed with a target removal efficiency of 35 to 40 percent Nitrogen.
2e. Who will be responsible for the review of the Stormwater Management Plan?Johnston
County
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Town of Clayton
Z Phase II
N NSW
3b. Which of the following locally -implemented stormwater management programs
F] USMP❑
apply (check all that apply):
Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
4. DWQ Stormwater Program Review
El 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
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
E] Yes OX No
use of public (federal/state) land?
1 b. If you answered 'yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes ❑ No
(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
❑ Yes ❑ No
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), DW4 Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ❑R 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
ElYes ❑X 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 proposed project is a residential subdivision that, once built, will not support additional development.
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.
Sewer lines on site will tie into existing wastewater infrastructure maintained by the Town of Clayton.
Page 9 of 10
PCN Form —Version 1.4 January 2009

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 Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS website https:www.fws.gov/raleigh/species/cntylist/wake.htmi. NC Natural Heritage Data Explorer was performed (attached).
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://wwww.habitat.noaa.gov/protection/efh/efhmapper.htmi
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X 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?
HPOWEB Map Service http://gis.nodcr.gov/hpoweb/. National Register of Historic Place http://www.nps.gov/nr/research/.
8. Flood Zone Designation (Corps Requirement)
-T-
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
CAA is working with the Town of Clayton to secure floodplain development permits and to ensure compliance with their Floodplain Development
Ordinance.
8c. What source(s) did you use to make the floodplain determination?
North Carolina Floodplain Mapping Program http:/twww.ncfloodmaps.com/
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

AROU A 3040 NC Flwy 42 West; Clayton, NC 27520
EcosysfiEms, IVC. P:919 -3S9-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Property Information
Property Address
and/or Description Dairy Road Site (no assigned number)
Parcel Identification
Number(s) (FIN) Johnston Countv PINs 1658-85-9742 and 1658-94-4736
City: Clayton State: NC County: Johnston Property Size (Acres): 43.55
Property Owner Information
Owner: el Authorized Agent': ❑
Name: Dairy Road I LLC
Title:
Street Address: 5121 Kingdom Way, Ste. 200
City: Raleigh State:NC Zip Code 27607
*Written proof of authorization from owner required.
Authorization
I, the undersigned, 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.
Additionally, I hereby rant Carolina Ecosystems, Inc. (CFI) staff, their designated contractors and representatives, as
well ac other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting, on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence. and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of., and supplied all available records related to, previous
environmental investigations on the subject property c4which 1 Jkave knowledge.
"fYOwner/Argent (signature) Date ,� �.6;

C:AROUNA 3040 NC Hwy 42 West; Clayton, NC 27520
Ecos'Yvr,TEmss, INC. P:919-359-1102 — F:919-585-5570
PROPERTY ACCESS AND AGENT AUTHORIZATION FORM
Propertv Information
Property Address
and7or Description Town of Clayton owned Parcels. East of Little Creek, South of S. Connector Blvd.
Parcel Identification
Number(s) (PIN) 166813-03-5825; 166813-044419
City: Clayton State: NC County: Johnston Property Size (Acres): 13.63;1.95
Property Owner Information
Owner: ® Authorized Agent*: ❑
Name: Town of Clayton
Title: Town Manager
Street Address: PO Box 879
City: Clayton State:NC Zip Code:27528
*Written proof of authorization from owner required.
Authorization
I, the undersigned, 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.
Additionally, I hereby grant Carolina Ecosystems, Inc. (CEI) staff, their designated contractors and representatives, as
well as other Federal, State or local authorities access to the above referenced property when necessary for the purposes of
conducting on-site environmental consulting services. I also grant CEI the authority to act as authorized agent on behalf of
the owner of the above listed property for the communication, submission, and/or application to relevant government
entities, including local, state, and federal authorities, for the review, acceptance, concurrence, and/or approval of
environmental information, documents, and/or permit requests concerning the above listed property. These services may
include regulatory determinations of environmental features on my property such as issuing a determination associated
with streams and wetlands. I certify that I am the legal owner or authorized agent of the legal owner of the above property
and have authority to grant such access. I have made CEI aware of, and supplied all available records related to, previous
environmental investigations on the subject property of which I have knowledge.
Owner/Agent (signature) J.1 L Date 3 22 r S
Adam Lin ay

¢tea
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper
April 24, 2018
Christopher Hopper
Carolina Ecosystems Inc
3040 NC Hwy 42 W.
Clayton, NC 27520
RE: Dairy Road
Dear Christopher Hopper:
Secretary Susi H. Hamgton
NCNHDE-5892
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, or conservation/managed areas within the proposed project boundary. These
results are presented in the attached 'Documented Occurrences' tables and map.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have been
documented within a one -mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund
(CWMTF) easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at [e-mail] or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAJUNG ADDRESS: Telephone: [phone] LOCATION:
1651 Mad Service Center wvww.ncnhp_org 121 West Jones Street
Raleigh, NC 27699-1651 Ra"h, NG 27603

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Dairy Road
April 24, 2018
N C N H DE -5892
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the NCNHP database
does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that the area has not been surveyed. The
use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project area contains suitable habitat for rare species. If rare
species are found, the NCNHP would appreciate receiving this information so that we may update our database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area*
Managed Area Name... tiRM
..:
Owner . .
Johnston County Open Space Johnston County: multiple local government Local Government
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve (DNP), Registered Natural
Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at httos://ncnhde.natureserve, ora/content/help. Data query generated on April 24, 2018, source: NCNHP, Q2 April 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Dairy Road
April 24, 2018
NCNHDE-5892
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federal
Group Observation Occurrence Status
Date Rank
Dragonfly or 33753 Somatochlora georgiana Coppery Emerald 2004 -Pre H? 5 -Very ---
Damselfly LOW
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name Owner Owner Type
Johnston County Open Space Johnston County: multiple local government Local Government
State Global State
Status Rank Rank
Significantly G3G4 S2?
Rare
Definitions and an explanation of status designations and codes can be found at httpsHncnhde.natureserve.org/content/helo. Data query generated on April 24, 2018; source: NCNHP, Q2 April 2018. Please resubmit your
information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

NCNHDE-5892: Dairy Road
-pill LY, LV 10
❑ Project Boundary
❑ Buffered Project Boundary
❑ Managed Area (MAREA)
Page 4 of 4
1:23,739
0 0.2 0.4 0.8 mi
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FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL. Ordnance Surrey, Esn Japan,
MITI, Esn Ct m (Hong Kong), s topo. ® OpenStreetMap oontnbulors, and
the GIS User Comrundy

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June 21118 NC One Maps - NC Statewide Aerial Imagery Pond Johnston County NC

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CAROLINA NFigure 4: NRCS Map
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0 100 200 Streams VIllage at Little Creek
June 2018 NRCS Johnston Co. Soil Survey Map I Johnston County
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ECOSYSTEMS Feet Q Alignment Outfall
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June 2018 NRCS Johnston Co. Soil Survey Map I Johnston County

INC#4W.7 1
SITE
VICINITY MAP
NO SCALE
Summary of Public Water and Sanitary Sewer Length
Water Line
8" DIP = 6430 LF
6" DIP = 436 LF
Sanitary Sewer
8" SDR 35 PVC = 4910 LF
8" 401 Lined DIP = 2512 LF
Total 8" SS = 7422 LF
THE TORN OF CLAYTON TOM COUNCIL APPROVED THE PRELIMINARY SUEMSI N PUN MUM TO
THE FOLLOWING CONDITIONS,
1. FOLLOWING BOARD APPROVALS, THEE COPES OF THE FINAL PRELIMINARY SUBDIVISION PLAN
MEETING TIE REQUIREMENTS TS OF THE CONDITIONS OFAPPROVAL SIIML BE SUBMITTED TO TIE
PLANNING DEPARTMENT FOR FNALAP ROVAL THE CONDITIONS OF APPROVAL MALL BE RECORDED ON
THE PUNS B6OIE FINALAPPROVAL IS GRANTED.
2 ALL DEVELOPMENT FEES SWILL BE PAD PIBORTO FINAL PUT RECORDATION.
A THE FINAL PUT AND SUpEaENT DEVELOPMENT OF THE SITE NAL BE Cd1"STBR ARTA THE
94MMTKM OF THE APPROVED PRELIMINARY S MOrM N PLAN. MODIFICATIONS OWL REQUIRE
ADDITIONAL APPROVALS PURSUANT TO SECTION 166.706 OF THE UNIFIED DEVELOPMENT CODE
,L ALL SIGNS NALIOUNREVENAPPRWALPUP&FANTTO IDCSECNON166.711
L ANOMEOMRERS'A880C14TMNDOCUMBIT(FAPPLNOA *IALLBE REVEYHED NSGFFAID
RECORDED PWOR TO FIALPLATS SIUON OGaIeN SIALABAIE RE9PQWBlIIY FAIR MANTENANE
OF ALL COMMON FACILITES AND POVDE ADEQUATE MEANS FOR FUNDING TO DO SIL
L RESOURCE CONSERVATION AREAS AS DEFINED N ARTICLE 6 O THE UWAM DEVELOPMENT COOS
SHALLREMAIN UNDISTURBED RRSUANTTO STANDARDS OFARTICLE 6. AND SHALL BE SH IMM ON ALL
RATS AS BEING PERMANENTLY SETASIDE RURSUA"TTO 155SNP
7. PRIOR TO GRADING AND CONSTRUCTION ACTIVITIES. TREE PROTECTION FENCING SIAL BE
INSTALLED AROUND ALL RESOURCE CONSERVATION AREAL ONCE TIE TREE PROTECTION FENCE Is
NSTALLID, IT MOST BE INSPECTED BY THE RAMMING DEPARTMENT BEFORE CONSTRIFCRDN ACTIVITIES
BEAN.
L ALL SIDEWAtx3 AND GREENWAYS MALL BE BODED OR CONSTRUCTED PRIOR TO RAT
RECORDATION, MRN THE E (CEPINBI THAT THE SDEHGR N FRONT OF RESIDENTIAL UNITS MUST BE
INSTALLED PRIOR TO THE HRMNE OF A CERTIFICATE OF OCCUPANCY OF THE UNIT
L NDtAMTIAN76CERTINATLSOFOCCLFNI.YMRYMEISMEO"ITHMTIENUOMSIOUINTL
THERECIUREG01DA10 LD
SEC
AD= BEEN OR BONDED FOR CONSTRUCTION.
DID
. AROADNAME APPVALAPRSATION SHALL BE SUBMITTED TO THE FAHMB DEPARTMENT
POOR TO FINAL PUT APPROVAL
11. STREET TREES FOR RESIDENTIAL LOTS MALL BE INSTALLED PRIOR T07M ISSUANCE OFA
CERTIFICATE OF OCCUPANCY FOR THE UNIT
11 ALL OFFSITE ROAOYIAY IMPROVEMENTS RECOMMENDED BY THE TRAFFIC STUDY. NCDOT
ca"GFSTIDN
MANAGEMENT. NCDOT DNMM4. AND THE TONT MALL BE INSTALLED PRIOR TO THE
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY FORTIS DEVELOPMENT
17. CROVNPAIIS SIAL BE PROVDEDATALLSDEWALKCROSSP=TM01OM0UTTIE
DEVELOPMENT CROSSMAYSTO BE STRIPED.
tL CONTINUOUS SIDEWALKS SHALL BE PROVIDED ALONG THE ENTRE LENGTH OF ALL CLOE•SACS
YATHIN THE OEVE.OPIBR.
16. TIE RISHT-O&MY WIN)DEDICATION FOR THE SCITI6N CONNECTOR SHALL OCCUR AT FINAL
PIATAPPROVAL
TL AN ANEXATINAPPLICATION SHALL BE 911BIBTIED TO THE TORN FOR THE SOUTHERN PARCEL OF
THE DEVELOPIBR PRIOR TO THE COIBENCIEMENT OF CO STRU TION ACTIVITY.
17. ALL CASS'C LANDSCAPE SUFFERS SIAL INCLUDE A "ALL. OPAQUE FENCE, EVORIGREEN HIEDGR
BERM, OR COMBINATION THEREOF WIN A MNLRUM HEBMT OF SIX FEET AT INSTALLATION, A6 WORRIED
BY THE LN'EO DEVELOPMENT COOL
M. PRIVATEF@ICEBTALLERTIAN 4- SHALL BE PROHIBITED ON LOT LNLSADARCENTTO THE TRIS
PD(C PTMG THE GN®NNAY ALONG THE SOUTHERN CONNECTOR BLVDL BUT ONLY WHEN THE TRAL B
INIT N7ROFTHELOTLME
1L MASS GRADING OF LOTS (TO SUPPORT 9LA&MMIRADE FOUNDATIONS) SALSE PROHIBITED FOR
ALL LOM ADIACBRTO THE NORTH AND EAST PROPERTY UES SPECIFIC CONSIDERATION AND
ACCOMMODATION MAY BE GRANTED By THE PLANNING DEPARTMENT ON A LOT4FY4jDT NLq$ TO
ACCOMODATE THE PARTICULAR TOPOGRAPHY OF AN NONMLIL LOT.
Construction Plans
The Village at Little Creek
Subdivision
Dairy Road
Clayton, North Carolina
Triangle Real Estate Co.
113 Duncansby Court
Cary, NC 27511
[phone]
Phase 1 Erosion Control
Disturbed Area =1,61,720 SF (37 Ac)
caaE ERS
1
PROFESSIONAL ENGINEERS
caaENGINEERS, Inc.
Professional Engineers
1233 Heritage Links Drive
Wake Forest, North Carolina 27587
919-625-6755
® caaENGMERS, Inc. All Rights Reserved
C-2151
SHEET
DESCRIPTION
Co
Cover Sheet
CI
Existing Conditions - North
C2
Exisftng Conditions - South
C3
Design Notes
C4
Overall Master Plan
C5
Northern Area Site Plan
C6
Southern Area Site Plan
C7
Utility Plan
C8
overall Grading Plan
C9
Phase 1 Erosion Control Plan - North
C10
Phase 1 Erosion Control Plan - South
C11
Landscape Plan
C12
Open Space Plan
C13
SCM Details
C14
SCM Details
C15
Road 1 Plan & Profile Sta. 0+00 - 9+50
C16
Road 1 Plan & Profile Sta. 9+50 -19+50
C17
Road 1A Plan & Profile
C18
Road 2 Plan & Profile
C19
Road 3 Plan & Profile
C20
Manion Drive Plan & Profile
C21
Roads 4 & 5 Plan & Profile
C22
Road 6 Plan & Profile
C23
Sanitary Sewer Outfall Aerial Crossing
C24
Sanitary Sewer Outfall Plan & Profile
C25
Sanitary Sewer outfall Plan & Profile
D1
Sanitary Sewer Aerial Crossing Details
D2
Town of Clayton Standard Details
D3
Town of Clayton Utility ( Water) Details
D4
Town of Clayton Utility Details
D5
Town of Clayton Utility (Storrs) Details
EC1
Phase 2 Erosion Control Plan North
EC2
Phase 2 Erosion Control Plan South
EC3
Erosion Control Details
EC4
Erosion Control Details
NOTE: ,,?ASN
1.OPI ERNP AND WNIEMNC£ FOR PERMANENT STORM
AMATEDFACLITEM NACCOD
STOANCE W1111JpNSfOI rl/, ,
COlM1Y AND 70NM OF CTAYION RECINBBITg ;��(v�
2 PAVEMENT AM MSE SECIIDNS ECM ON PLANS APE
MNRNTIOCOESB. PRIOR TO RW GRADING OF ROADWAY.
THE OWNER NAL PROVIDE A DETALDERDN OF THECOUP
PAVE6ITAND RASE SECTIONS N ACCORDANCE MTNTHE
QRRBII NFO R CUW AND MMAHIAAOF BPECfiG1TMN8 ri110w �IL7V .
AND DEBRMn FOR RENEW AND APPROVAL
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PIN 165816-94-1078
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ADJACENT PROPERTY
OWNERS
The VW@ps d LWb Creak
Property Owner
Dale:
BM1aml(i
Dairy Road 1, LLC
CaurrIVIIII IcIpelty:
Johnston, Tam of Clayton
5121 Kingdom Way
Som Street Address:
Davy Road
Neew
PIN
Address
Clayton, NO 27520
Dud Book
Peal brfonvotlon:
GIS Ana Ac.
Selene Doilay
1658-1245-1839
467 Dairy Raed Cleft
NO 27520
4455
402
R8
0.32
Lee Choung Lau
1658-1285-2941
904 Skirnmer Care Harnpolmi,
NO 28443
2884
290
R8
0.32
Jdmny Sadw
165&124353963
13 Leah Cucle
NO 27520
3882
988
R8
0.32
WWam Hairston
1658-124854988
2408 Bribery Drimre, Clayton,
NO 27520
3845
743
R8
0.41
Nandran Jagrashad
165&12-865080
2608 Brittany Drive GWyipn,
NO 27520
3139
239
R8
0.31
Joey Ernmy
165&124365061
2808 Brilany Drive Ckyipn,
NO 27520
4213
254
R8
0.29
Robert Brown
1658-12436-7043
65 Glen Road %.182 Gamer NO 27529
2012
342
R8
029
Rebecca Buchner
1658-12-86-8015
2812 BrAvy Detre Glaylon,
NO 27520
4124
338
R8
027
1658-1256-9041
304 Merrien Drive
NO 27520
3358
731
R8
0.33
Rufus GWern
1658-12-9&1955
305 Marian Drive Clayton,
NO 27520
3247
939
R8
0.3
American Homes 4 Rant
1658-12-96-2034
30601 Agoura Rd Aaoum
Hb CA 91301
4568
687
R8
0.47
GHCS Properties, LLC
1658-12-953906
PO Box 841953 UmioOs NO 28269
2998
466
R8
0.38
RREF ST NO, LLC
1658-12-954926
730 NW 1071h Ave. Sia. 400 Wwni FL 33172
4494
162
R8
0.58
Kevin Chisek
1658-12436-5062
113 Darfield CL, ClayiDn,
NO 27520
4628
672
R8
0.89
Town of Glaylon
1658-12-955709
231 E Second St Ckybn,
NO 27520
1496
275
R8
5.43
Town of
1668-124)6-0100
231 E. Second SL
NO 27520
1496
275
R8
4.39
Town ofCkybn
1668-13-03-5825
231 E. Second St Clayton,
NO 27520
1496
275
R8
13.26
Joseph Brim
165&1&93-7999
2949 Horseman Ridge, Clayton,
NO 27520
2174
100
RE
22
David Pi kTm
1658-16546018
2853 Horsemana Ridge,
Uwytn, NO 27520
1325
729
RE
1.03
Carey
1658-16-94-4009
2857 Horseman Ridge,NC
27520
4608
123
RE
1.16
Wnllrn Imore
165&1&11-10782861
Harem m
NO 27520
3887
304
RE
0.92
Johnson
165&164349078
2865 Horsemrrs Ridge, Claylon, NO 27520
5.40%
0 0.00%
RE
0.92
Tarry Rhodos
1658-16547088
M Horseman Rkigo, Clayton,
NO 27520
3849
57
RE
0.92
Stanley Lee
165&16555188
605 Dairy Road, Clayton,
NO 27520
3387
241
RE
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SITE DATA
Project:
The VW@ps d LWb Creak
Property Owner
Dale:
BM1aml(i
Dairy Road 1, LLC
CaurrIVIIII IcIpelty:
Johnston, Tam of Clayton
5121 Kingdom Way
Som Street Address:
Davy Road
Raleigh, NO 27607
Clayton, NO 27520
Peal brfonvotlon:
PIN
=Arm
Dead Book Pepe Municipally E). Use Zonlng
1658-12435-9742
2212 Aries
4421 259 Clayton Va "AG
1658-16-94-0736
2244 Acres
4421 263 ETJ Vac w#AG RE
Projed Type:
Rear R8 Open Spas Development
EIKWdW PrwWer:
Town of Clayton
Vwabr Service:
Town ofClaybrn
Sewer Sella:
Town of Clayton
Overby District
None
derhed Probcdon Ovrbry:
Now
En*-.
emENGWOM hoc.
Appltcart Trimple Red Eehh Company
1233 Herbpe Links Drive
Ba Zahn
Wake Foreal, NO 21597
113 Dunransby Court
(919) 6255755
Cay, NO 27511
G-2151
[phone]
STANDARDS
Surveyed Ara:
4425 Ac.
(1,941,034
SF)
No. Loh Proposed:
139
Ave. Lot Skis:
6,832 SF
Min Lot Stan:
6,000 SF
Dernly:
3.14 Unb/Ac.
Proposed ZOnhW
R8
Min LotWldk:
50 FT
Mac Building Coverage
2,000 SF
8.at
Mac knprvlm Surtax
3,000 SF
AA
Mkr. Dweang Unit
1400 SF
Has. Buddhrg Haight
35 FT
Setbacks:
Front 25
FT
Rea 25
FT
Side 10
FT
Cr. Skis 15
FT
RESOURCE CONSERVATION AREA DATA
Area, Ac. % of SIh
Riparian Buffer Aras
4.98 1125%
1.85 4.18%
Open Wrier
0.52 1.18%
FhodphM
5.68 12.84%
TOW RCA
7.95 17.97%
Area ombp
SITE DATA AND MPERVKHA AREA CALCULATKW
Ara, Ac
% of Stb
hrP. Area, Ac WP- % of Slte
ResderlAble
21.8
49.27%
9.57 21.63%
Commercial
0
0.00%
0 0.0004
Resource C mwabon Arm
7.95
17.97%
0 0.00%
Open Space Park Areas
1.1
249%
0 0.00%
Open Spew
239
5.40%
0 0.00%
RightofWay
11.01
24.88%
8.55 19.32% Approc
TOW
4425
100.00%
11.12 40.96%
OPEN 11PACE CALCULATN)NS
Aram, Ac % of Ske
% NSA
NORea
Sb Area
4425 100.00%
RCA
7.95 17.97%
Not SileAra
36.30 8203%
Open Spat Required
4.54 1025%
12.50%
Half Southern Connector RAW
1.70 3.84%
Credilad bvwrd open space requaen-d
Open Span
1.32 298%
kid. parks (1.11 Ac) and hub in open apaceareos (021 Ac) = 25.4%of W
OPen Spew
2.17 4.90%
kcdudes all olcar'parim' open spew, = 42% afffiI open space
Total Open Spas
5.19 11.73%
14.30%
01- space Md -
oa1.
1 -Pipe= Bullar aeos sham
on this plenmd all Resource Canervafon Areas shall remain unrbsknbed m axrdenw with Artide 5 oft e
Town of Clayton United Dm4ffvdCoda.
2 Orage fres praiachon terncirng shell be required atorg the pe umW of8s
50' riparian bcdr and all other Resource Conservation Area
diaiig aanskudon to enurs Rc ndreaoached upon.
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N/F REBECCA BUCKMAN
JOEL EMORY PIN 165812-8A-8015
PIN 165812-86-6061 1 N/F
DB 4213 P 254 \ DB 412r4__P R3� 1�MERICAN HOMES 4 RENT / /
NIF ZONING: R8 �' \ ,'QUEZ � PROPERTIES NINE, LLC /
WILLIAM HAIRSTOt� \ \ N/ �_ I o 1 \ \ PIN 165812-96-2034 / 1p] H
PIN 165812-85-4988 N/F RpBE NG \ \ DB 4568 P 687 / NIF
DB 3845 P 743 f ANDRAM JAIP4SHAe-' 658 -86-7 43 \ \ �! NIF \ / / \/ KEVIN CHlSEK >
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PIN 165812-95-19 5
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STANLEY C. LEE
PIN 165816-85-5188
DB 3387 P 241
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'WILLIAM INSCORE, JR
DB 4398 P 574
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N/F
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TERRY RHODES I
MARY JOHNSON
'WILLIAM INSCORE, JR
DOUGLAS CAREY
PIN 165816-84- 088
7
PIN 165816-84-9078
PIN 165816-94-1078 I
PIN 165816-94-4009
DB 3849 P 57 I
PEED NOT AVAILABLE
DB 3887 P 304
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ZONING: RE /
N/F
DAVID. PITTMAN
PIN 165816-94-6018
DB 1325 P 729
ZONING: RE
N/F
TOWN OF CLAYTC
PIN 166813-03-58,
DB 4398 P 574
ZONING: R8
/ N/F \
/ JOSEPH BROWN
/ PIN 165816-93-7999 \
/ DB2174P100
ZONING: RE
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SANITARY EWER TIMI PPM NIAL E DUCTILE NON PIPE PEI AWM CNH. PRW RM CLAN SSA, WITH
INTERIOR EPDXY UNBA D EJOENORNIIUNNWS SEAL JONIS SHALL BE PUMON TYPEWr111 RU®R
GUIEMPMAWMOH7.
SMSTMfYDEARERVMPrNONW1EPVCAEHILLASIAOE SNRas JONBSTALLEPUW40H
TYPE RUTH NUMBER BASKETS PER ASIX PRT.
• &MARMOT OEM NUNS SHALL E INSTALLED WITH N IOU NNYW COYER TO FINISHED EXUDE,
EXCEPT AS DRBMO E EFfJ�
BAWMO ESTER SERVICE LIKES MD CLEAMOUTS NOLLE PNTM M N ACCORDANCE MM THE N.C.
FLUX CODE, AM HAVEN MICA$ MNNNN COVER TO FANNED 6MM SERVICE LIKES SHALL
"WAN NMBLRN MOM STH UEM A 114 SLOPE IN=$ Ol EMIL SPECIFIED.
SERVICE PPE AND RrTtM NDIAN RMIC STREET RIMISOFWAY SNYL E CAST ROI IAM OAS ETED
JRTNB. Am N OTHER ARM WWLE SCHEDULE 48 PVC WITH SOLVENT FEU®JOINTS. EIOBI ALL
QF MOOTS SHALE RTTEIIIITH THREADED PEAK
SERVICE UE CLEWINOFIIB N VEHICULAR AIEAG DOLL E TRAFFIC EARNN OEANCM
CONNECTIONS
FOR IONS TO EINUNG UTILITY AND OGMME LNW, CONTRACTOR SHALL VERIFY O WING PPE
BE AID SUDAN. NO PROVIDE APPROPRIATE COIIEMM FTTMGL
ANY CONNECTION TO EOMW UIILIIW. OR MR UTILITY SERVICE NREM MK 04ALLE FEST
COORDINATED WITH THE GOENDUIEITYAUTHOWN ANDPEROMNID N ACCODM MNIRA THE
IFMA E)ENYBDETMTARMMMIY.
SIRE UTILITY COIMMC1Ot DIALL ECED MTMR AND IMMUNITY BEER B WAWA TO MITE S FET OF
THE POMC OF MINIS FEEIMTM FUR EALT UNITY.
RO MFG PLUIEER DVLL FFOM TRNWM MTM" MO RRNW AND IME PROM
CONECT%= TO BITE UTILITY SMBOUTS FORALLWATER NO WUMYGU WS6N1L8
• SIIEHFIBIIYWNTRWMRNNLLEDEORDOFOAMMEPrMT07MEaFWOFNLDONNMW
LOCATIONN. FOR EXIBOMAND COMIC MTODONMPWBBY006U
Pj%ANOAC�TANDE
TIE EOIEOOKK ENGINEER MILL PROMISE HNTEIBLLAHDDMNTY iWTNNMSMM THE COURSE OF
THE WORK PRIOR roNACBENTDE ADVERSE ORMVBBM. CUTRACTORS ALLPROVDE
RIOOFJNRUN OF A LYFDM NFABTOTE BATEFADRW OFTETOM OF CLAYMM OMM33M
DEPARTU MADTIEOFOTECHNOLB*NNEL
•MURTO n WTARYMM RORTATMSYSTMWFVMWMBE ORAMKTOS MM
1 CONTRACTOR SHALL SUCCFL$1ALYTEST ALL WATER MAINE FOR MTWLEAAGE ANDWATERCAVITY N
ACCOMNCE WDN TETOM OF CLAYTON AWNODBREONIEBRL
9 CONTRACTOR OVAL SUCCEWtILLYTNTNLSANRARY BLS MUS FOR DEFLECTION AND LEMAW
AN TWT ALL SANITARY WHOLES FOR LEA AM NACCOMNCE WITH THE TOWN OF CLAYTON AND
WWI IEppBBM8
a CONTRACTOR WNL PERFORM VIDEO INSPECTION OF MALLS NNFNIY ETHER NAM AND PROVIDE
DOCLN9IMATON PW LOCAL IEpI/MBWS
1 CONTRACTION SHALL PROVIDE TOEDNEEIA BETO WAWA IPMAMMN DOWN UTILITY OVAEEAL
DSBMOMK ADAMYBIIN DISCOVERED a=WADE UNITES, AND DOM ASMILT INFORMATION.
b COIf1RAC101R
SHALL PROMMDOCMWATM OF ALL TERM RESULTS TOONKM
ALL IMPROVEMENTS SHALL PAN FINAL NFECRMI M BMM MD TIME TOM DE CLAYTON.
T EgNNEI WALL SIAM ALL CEP TPICAE1016 AND OTHER CLOSEOUT DODLBOB TO APPLICABLE LOCAL
NO STATE AUTHORITIES.
OTHER
CONTRACTOR MALL PROVIDE PI W MY COORDINATION WRAF UTILITY 99MM PROVIDERS FOR NAONG
MM SERVICES. TNS WORK EVIL INCLUDE W MM APPLICATIONS FOR NNWM COORDINATING AND
SCHEDULING WORK BY OTIBN, VERIFYING ROUTINES NCL ED WNW LOCATIONS, FTMNNND AND
MTMLNG COEUR AND PADS, AID RBATED WON AS IM W.
• CONTRACTOR BELL PROVIDE PROPER WTO IM MOCLEA&MOF ALL AREAS OBTU® BY UTILITY
mNSTMX1100L
Boum tRcowaIAC FAcLmE& MO NMUFl10E C01CRgm NOMT®ON TItmE
DRAMM N HOT NVIEDON ANENWN111FNNNTM M O WOR FARJIB Olt CONIIWNAND THE
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&DUOS COMBDW W APPROMI1ITE, A DACRALVRmmA DommoN LNYOME Fwm TIDE
INDICATED. F DFFERNU VIILOES ON WN0MME M. THEYMAY EENCOUNTERED DURING THE COUPLE OF THE
PROJECT WOM ANDMAY IMPACT TIEPROJECf SCOPE AND MEREMMEBRL
PRDTELTION MDaMETY
PRIOR TO EGMMM WORK AND ASNBMMOMO TEOMM DE PROJECT WOW CONTRACTOR BALL NOFY'
ALL APPLICABLE UTILITY LOCATION SOMCOAND UMMYFMOD TORFAHOAKYVMFV' THE LOCATION OF ALL
DIONN EP®ECOROVKEMCOINRACOR NANIS®.AT BOE
RMDXSON
UTILITY ECONTACTED SEPARATELY
• CONTRACTOR SHALL PROVE ADEQUATE INANE AND METHODS FOR PRO -1M OF ALL EMITTING UTILITIES S A
SIZE FEATURES WHOM ME MOM 10 ]KNOWN N SERVICEON N PIA@
• CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CgITiU NEABOOK ONMD THE COUPE OF PRONECT WORK IN
ACCORDANCE WRAC THE MAMM ON WWM TRAFFIC CONTROL DEVICES MARCO) FOR GREETS AHD ENNMYN
TEKC BIARHEIR TO THE NUIW.ANY M UATOWAMM REO/BEI/B. AND PTOJH,T41PEWIC SAFETY
CONSDE RATION&
• CONMKTOOt OVILESOLELYRBPMMFMWA NPRO MADMEANAESONTMPFOJECTBn OR
OTHERWISE TBATMS TO THE PNDECTRUN. ANONWLCCWY WTH NLSAFETY CODES ANDIESiRAT10N
APPLICABLE THMM FDR TEROTECRUI OF MNEM YTNIORL AND THE OEBIAL PUBLIC.
COMPLIANCE
ALL WATER SYSTEM AND SAWMY IMPORT WON SHALL EN ACCORDANCE WITH THE FOLLOWING:
1 REMWOOB OF THE TOM OF CLAYTON, INCLUDING THE LATEST EDITION OFCUEMUCTON STANDARDS AND
BNCWATION&CONSFRM NOETK$POLESADPRONE& AND FEDMECIIVES ST THE UTILITY
M PEcrat
2 MT AFORlHE OUTTWONOIOFWATWVEFtL MCLID116MGIC2FR®NATNIE NDYMMN EMFI
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A SOFT RIGHT-0FMAY EICROAOPNRf PENT WaREBIIN AS
a OEM REISNBBIR RELATED TO GAIETY.
S REWSBBIB OF THE NC PLINMN CODE
NOTIFICATION`
NOTIFY THE TOM OF CLAYTON AND W AT LEAST TWO BLNEN DAYS PRIOR M EDNaNN OR RERI
MTEMNE OR SMEARY SflMR WOW TEENMEER MATT OBSERVE CNNHMOIIB,INSTALLATION. BACKFLUM .
AND TESTING WOK. N ODER TO PROVIDE NECESSARY PROELT—IFID I --CLOT ,OODIB118.
NOTIFY THE APPUCNU URUrY ANDROAMAY ALIDIOMES N ACCORDANCE MM TEA EOUI530MS PRION TO
E/iSNIDUO VAOMC
NOTIFY THE IEOTE09WA ENGINEER AND TESIN6 MOM AT LEAST TWO BUSINESS DAYS PRIOR TO BWMO G
OR RI31YIG WIDENING; Q NVDMUNG WORK
7RBPJNOA11 N1O6i11MB
WHERE E ROOT OR OTHER IIAIID HATMW OWJRS ATTEDBINMTIEMON BORON. OVEEXCAVATE TRENCH
DWM N NOES A DRBUM OVM MVATON NATW W WTH W OMM OMa
MBE THE DES OMD TRENCH 9OTOY OOIBOSOF MWABEEMMO SOL UODMLIR TRENCH BOTTOM AND
REPLACE UDMMJR MATERIALS ACCORDANCE WITH THE GEOTFOMUL BIGUEn RECOM EDAIIM.
NACFPNL SOL UH ENABLE MATEWLAN IEDONEMWBYTHE GE9TMCeGV. BM TESL
BACKFILL BOL SHALL BE PLACED N ROME IFF&OF N MCNMIEMN THICKNESS ADCOMPACTED MUSOF THE
SOLS MDMNN ORY D BNTY, WMDUT DA W MD CR DI®IAOD PIPE
• INSTALL MARIMIG TAPE ON TRACER WINE OVER IIMITYUESAIEO BY THE LOCAL UILRYNIIIIORffY.
STORAGE AND HANDLING
PPM9, RRDGN MANEMAND Ono
MATERIAMATERIALSE S SHALL KEPT OEAIN WEENO E STORED NO DLRM
COMiPoDTON ACTIVITIES T.IPE ENABLESBESTOREDON MT SUFACESMM IINON SUPPORT, AND
PROTECTEDFROM PROLWSEDEPONE TOSUSIMRMMACOVEINN ALLOWING AN FLOWUIDEOFATHL
GASKETS MALL NOTE EXPOSED MOL MUM ORNEE EXCESSIVE MAT ON MEUBNBR. FOLLOW
WM*ACnN SfUMNEOMTNNFORSIOAGENOIMNDAGOFALLMTMSMS
aEARMFDEE
SANITARY TETE! KIM AND POTABLE WATER MANN SHALL E INSTALLED WON AWORM HORMUNTK CLEARANCE
DE 1N FEET ETI®1 THE OU18DEED WDEEACPPNE
MILEVMITYAMMORNIATEUWCR08LTEFOUDWNGVM"IMOFMANDGOI MPRMMMRDN
THE OUTSM UDESO EACH PPE
t nAMTARY GENET OVERODUDEI SIOMIOANAfE N INCHES.
9 PDTANE M1W OYER eANUNM SME[IS INCHES. WRNMTER WAIN JDMO SPACED AT WARN EOUDNTAIR
LOCATION FROM TEPONTOF WONSIO
S POTABLEMTMRUNBIBANTARVSWM ISOCH .MMOMPr&AESCOETSDI®aFEM06MATEAL
HAVING JOINS ECLNVNBRro WATIR WOMDON FOR 10FffTEAW MYOF THE POINT OF=SSW&AND
MINA FULLSBCROD OF WATER NAN PPE LEIE®AT TE PONT OF ODaEMC
J POTABLE MTEROEIRAIMTEt6'ION URNME N NOEL
FTESPEGSEED 8EPRMTOIE CAIEOT E AGEY®, CONSULT THE BEB FOR ALTERNATIVES PRIOR TO
PIPELINE INSTALLATION.
MIEN SY81B1
MTFA YAN PPNG OWL E W CTILE ON PPE PER AWPA OB. PRESUME CASE SM MM INTERIOR CEMENT
MORTAR LANKA AND BM30 19r1UMgN NAL JOINTS 8MLL E KWN TYPE WITH MISSION GASKETS PER
AWWA DTI. FMWM BALL E COMPACT MECHANICAL JOIN DUCTILE NOH PER AWM CID, PIFffiUE CLASS SD.
•
PROVIDE ALL WATER SYSTEM MATERIALS N ICCMMM MM LOCA WATER AUTHORITY REOUEBRE
• INSTALL MTELMB TO PROVIDE W COVER TO FINISHED GAOL UNLESS ORBME WIMM OR APPROVED BY
THE MRiPHI AMD WNOMICION PADECT ADMSSNMTOL
ALL MTEILNE BERM CRD8NS.EES, AND ERIN SHALL BE RESTRAINED USING CONCRETE BLOCKING OR A
MECHANICAL JOINT WWE,KTION RESTRAINT SYSTEM RATED FOR SD PBL
DO ICT OPERATE WAILER SYSTEM VALVES WITHOUT PERMISSION OF THE TOWN OF CLAYTON.
. �PWAICUOIIYFA6B�
CONTRA" SHALL COORDINATE EXACT FSE HYDRANT, WATER
METER, NDOR TO INSTALLATION. LLATIO . LOCATIONS
MM THE TOME DE CLAY1016 CONSTRUCTION PRMFIf ADMINISTRATOR PPoUt ro NOALUION.
\ \ RYwrARr 88RRRDUIFILL SADOiOYPTEVEOl01
\ '1 PACIUMN PRESETS% ANMNBND ENCLONINESWLL CONFIRM TO THE TOWMOF CLAYTONS
CONTRACTOR WALLRARgIDEEeI� �IMSADCBUNr TOXAN RFLOPPTANCE .
\ \FIE PROTECTION
\ \
WATER NAM BWLE NSFMIN CFNMDEOPERATIONAL ASMFMDBWM FWALAPPINWALFROM ANDOFRERFIRE RNV&
\ \ \ SYWMCTET PE AND MMWrOCATIA FIEOODM4AE0EP TOBW NELTIOM.ADOTBIFSE PgOfECf10N
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SANITARY EWER TIMI PPM NIAL E DUCTILE NON PIPE PEI AWM CNH. PRW RM CLAN SSA, WITH
INTERIOR EPDXY UNBA D EJOENORNIIUNNWS SEAL JONIS SHALL BE PUMON TYPEWr111 RU®R
GUIEMPMAWMOH7.
SMSTMfYDEARERVMPrNONW1EPVCAEHILLASIAOE SNRas JONBSTALLEPUW40H
TYPE RUTH NUMBER BASKETS PER ASIX PRT.
• &MARMOT OEM NUNS SHALL E INSTALLED WITH N IOU NNYW COYER TO FINISHED EXUDE,
EXCEPT AS DRBMO E EFfJ�
BAWMO ESTER SERVICE LIKES MD CLEAMOUTS NOLLE PNTM M N ACCORDANCE MM THE N.C.
FLUX CODE, AM HAVEN MICA$ MNNNN COVER TO FANNED 6MM SERVICE LIKES SHALL
"WAN NMBLRN MOM STH UEM A 114 SLOPE IN=$ Ol EMIL SPECIFIED.
SERVICE PPE AND RrTtM NDIAN RMIC STREET RIMISOFWAY SNYL E CAST ROI IAM OAS ETED
JRTNB. Am N OTHER ARM WWLE SCHEDULE 48 PVC WITH SOLVENT FEU®JOINTS. EIOBI ALL
QF MOOTS SHALE RTTEIIIITH THREADED PEAK
SERVICE UE CLEWINOFIIB N VEHICULAR AIEAG DOLL E TRAFFIC EARNN OEANCM
CONNECTIONS
FOR IONS TO EINUNG UTILITY AND OGMME LNW, CONTRACTOR SHALL VERIFY O WING PPE
BE AID SUDAN. NO PROVIDE APPROPRIATE COIIEMM FTTMGL
ANY CONNECTION TO EOMW UIILIIW. OR MR UTILITY SERVICE NREM MK 04ALLE FEST
COORDINATED WITH THE GOENDUIEITYAUTHOWN ANDPEROMNID N ACCODM MNIRA THE
IFMA E)ENYBDETMTARMMMIY.
SIRE UTILITY COIMMC1Ot DIALL ECED MTMR AND IMMUNITY BEER B WAWA TO MITE S FET OF
THE POMC OF MINIS FEEIMTM FUR EALT UNITY.
RO MFG PLUIEER DVLL FFOM TRNWM MTM" MO RRNW AND IME PROM
CONECT%= TO BITE UTILITY SMBOUTS FORALLWATER NO WUMYGU WS6N1L8
• SIIEHFIBIIYWNTRWMRNNLLEDEORDOFOAMMEPrMT07MEaFWOFNLDONNMW
LOCATIONN. FOR EXIBOMAND COMIC MTODONMPWBBY006U
Pj%ANOAC�TANDE
TIE EOIEOOKK ENGINEER MILL PROMISE HNTEIBLLAHDDMNTY iWTNNMSMM THE COURSE OF
THE WORK PRIOR roNACBENTDE ADVERSE ORMVBBM. CUTRACTORS ALLPROVDE
RIOOFJNRUN OF A LYFDM NFABTOTE BATEFADRW OFTETOM OF CLAYMM OMM33M
DEPARTU MADTIEOFOTECHNOLB*NNEL
•MURTO n WTARYMM RORTATMSYSTMWFVMWMBE ORAMKTOS MM
1 CONTRACTOR SHALL SUCCFL$1ALYTEST ALL WATER MAINE FOR MTWLEAAGE ANDWATERCAVITY N
ACCOMNCE WDN TETOM OF CLAYTON AWNODBREONIEBRL
9 CONTRACTOR OVAL SUCCEWtILLYTNTNLSANRARY BLS MUS FOR DEFLECTION AND LEMAW
AN TWT ALL SANITARY WHOLES FOR LEA AM NACCOMNCE WITH THE TOWN OF CLAYTON AND
WWI IEppBBM8
a CONTRACTOR WNL PERFORM VIDEO INSPECTION OF MALLS NNFNIY ETHER NAM AND PROVIDE
DOCLN9IMATON PW LOCAL IEpI/MBWS
1 CONTRACTION SHALL PROVIDE TOEDNEEIA BETO WAWA IPMAMMN DOWN UTILITY OVAEEAL
DSBMOMK ADAMYBIIN DISCOVERED a=WADE UNITES, AND DOM ASMILT INFORMATION.
b COIf1RAC101R
SHALL PROMMDOCMWATM OF ALL TERM RESULTS TOONKM
ALL IMPROVEMENTS SHALL PAN FINAL NFECRMI M BMM MD TIME TOM DE CLAYTON.
T EgNNEI WALL SIAM ALL CEP TPICAE1016 AND OTHER CLOSEOUT DODLBOB TO APPLICABLE LOCAL
NO STATE AUTHORITIES.
OTHER
CONTRACTOR MALL PROVIDE PI W MY COORDINATION WRAF UTILITY 99MM PROVIDERS FOR NAONG
MM SERVICES. TNS WORK EVIL INCLUDE W MM APPLICATIONS FOR NNWM COORDINATING AND
SCHEDULING WORK BY OTIBN, VERIFYING ROUTINES NCL ED WNW LOCATIONS, FTMNNND AND
MTMLNG COEUR AND PADS, AID RBATED WON AS IM W.
• CONTRACTOR BELL PROVIDE PROPER WTO IM MOCLEA&MOF ALL AREAS OBTU® BY UTILITY
mNSTMX1100L
Boum tRcowaIAC FAcLmE& MO NMUFl10E C01CRgm NOMT®ON TItmE
DRAMM N HOT NVIEDON ANENWN111FNNNTM M O WOR FARJIB Olt CONIIWNAND THE
ERIN®RMMUNONANWMTOANFPAMMMNOS10T1EYOXMMViE17T LMLMATD M%UM
&DUOS COMBDW W APPROMI1ITE, A DACRALVRmmA DommoN LNYOME Fwm TIDE
INDICATED. F DFFERNU VIILOES ON WN0MME M. THEYMAY EENCOUNTERED DURING THE COUPLE OF THE
PROJECT WOM ANDMAY IMPACT TIEPROJECf SCOPE AND MEREMMEBRL
PRDTELTION MDaMETY
PRIOR TO EGMMM WORK AND ASNBMMOMO TEOMM DE PROJECT WOW CONTRACTOR BALL NOFY'
ALL APPLICABLE UTILITY LOCATION SOMCOAND UMMYFMOD TORFAHOAKYVMFV' THE LOCATION OF ALL
DIONN EP®ECOROVKEMCOINRACOR NANIS®.AT BOE
RMDXSON
UTILITY ECONTACTED SEPARATELY
• CONTRACTOR SHALL PROVE ADEQUATE INANE AND METHODS FOR PRO -1M OF ALL EMITTING UTILITIES S A
SIZE FEATURES WHOM ME MOM 10 ]KNOWN N SERVICEON N PIA@
• CONTRACTOR SHALL PROVIDE ADEQUATE TRAFFIC CgITiU NEABOOK ONMD THE COUPE OF PRONECT WORK IN
ACCORDANCE WRAC THE MAMM ON WWM TRAFFIC CONTROL DEVICES MARCO) FOR GREETS AHD ENNMYN
TEKC BIARHEIR TO THE NUIW.ANY M UATOWAMM REO/BEI/B. AND PTOJH,T41PEWIC SAFETY
CONSDE RATION&
• CONMKTOOt OVILESOLELYRBPMMFMWA NPRO MADMEANAESONTMPFOJECTBn OR
OTHERWISE TBATMS TO THE PNDECTRUN. ANONWLCCWY WTH NLSAFETY CODES ANDIESiRAT10N
APPLICABLE THMM FDR TEROTECRUI OF MNEM YTNIORL AND THE OEBIAL PUBLIC.
COMPLIANCE
ALL WATER SYSTEM AND SAWMY IMPORT WON SHALL EN ACCORDANCE WITH THE FOLLOWING:
1 REMWOOB OF THE TOM OF CLAYTON, INCLUDING THE LATEST EDITION OFCUEMUCTON STANDARDS AND
BNCWATION&CONSFRM NOETK$POLESADPRONE& AND FEDMECIIVES ST THE UTILITY
M PEcrat
2 MT AFORlHE OUTTWONOIOFWATWVEFtL MCLID116MGIC2FR®NATNIE NDYMMN EMFI
CRIIMMFOR 1112 PMOERILDd: GRMfY 6ENMH
S REOMTKMOFNOJBN.RMOTMTMROFRY.FUESGOWEF PLMXMYIRSYSTEN8.
A SOFT RIGHT-0FMAY EICROAOPNRf PENT WaREBIIN AS
a OEM REISNBBIR RELATED TO GAIETY.
S REWSBBIB OF THE NC PLINMN CODE
NOTIFICATION`
NOTIFY THE TOM OF CLAYTON AND W AT LEAST TWO BLNEN DAYS PRIOR M EDNaNN OR RERI
MTEMNE OR SMEARY SflMR WOW TEENMEER MATT OBSERVE CNNHMOIIB,INSTALLATION. BACKFLUM .
AND TESTING WOK. N ODER TO PROVIDE NECESSARY PROELT—IFID I --CLOT ,OODIB118.
NOTIFY THE APPUCNU URUrY ANDROAMAY ALIDIOMES N ACCORDANCE MM TEA EOUI530MS PRION TO
E/iSNIDUO VAOMC
NOTIFY THE IEOTE09WA ENGINEER AND TESIN6 MOM AT LEAST TWO BUSINESS DAYS PRIOR TO BWMO G
OR RI31YIG WIDENING; Q NVDMUNG WORK
7RBPJNOA11 N1O6i11MB
WHERE E ROOT OR OTHER IIAIID HATMW OWJRS ATTEDBINMTIEMON BORON. OVEEXCAVATE TRENCH
DWM N NOES A DRBUM OVM MVATON NATW W WTH W OMM OMa
MBE THE DES OMD TRENCH 9OTOY OOIBOSOF MWABEEMMO SOL UODMLIR TRENCH BOTTOM AND
REPLACE UDMMJR MATERIALS ACCORDANCE WITH THE GEOTFOMUL BIGUEn RECOM EDAIIM.
NACFPNL SOL UH ENABLE MATEWLAN IEDONEMWBYTHE GE9TMCeGV. BM TESL
BACKFILL BOL SHALL BE PLACED N ROME IFF&OF N MCNMIEMN THICKNESS ADCOMPACTED MUSOF THE
SOLS MDMNN ORY D BNTY, WMDUT DA W MD CR DI®IAOD PIPE
• INSTALL MARIMIG TAPE ON TRACER WINE OVER IIMITYUESAIEO BY THE LOCAL UILRYNIIIIORffY.
STORAGE AND HANDLING
PPM9, RRDGN MANEMAND Ono
MATERIAMATERIALSE S SHALL KEPT OEAIN WEENO E STORED NO DLRM
COMiPoDTON ACTIVITIES T.IPE ENABLESBESTOREDON MT SUFACESMM IINON SUPPORT, AND
PROTECTEDFROM PROLWSEDEPONE TOSUSIMRMMACOVEINN ALLOWING AN FLOWUIDEOFATHL
GASKETS MALL NOTE EXPOSED MOL MUM ORNEE EXCESSIVE MAT ON MEUBNBR. FOLLOW
WM*ACnN SfUMNEOMTNNFORSIOAGENOIMNDAGOFALLMTMSMS
aEARMFDEE
SANITARY TETE! KIM AND POTABLE WATER MANN SHALL E INSTALLED WON AWORM HORMUNTK CLEARANCE
DE 1N FEET ETI®1 THE OU18DEED WDEEACPPNE
MILEVMITYAMMORNIATEUWCR08LTEFOUDWNGVM"IMOFMANDGOI MPRMMMRDN
THE OUTSM UDESO EACH PPE
t nAMTARY GENET OVERODUDEI SIOMIOANAfE N INCHES.
9 PDTANE M1W OYER eANUNM SME[IS INCHES. WRNMTER WAIN JDMO SPACED AT WARN EOUDNTAIR
LOCATION FROM TEPONTOF WONSIO
S POTABLEMTMRUNBIBANTARVSWM ISOCH .MMOMPr&AESCOETSDI®aFEM06MATEAL
HAVING JOINS ECLNVNBRro WATIR WOMDON FOR 10FffTEAW MYOF THE POINT OF=SSW&AND
MINA FULLSBCROD OF WATER NAN PPE LEIE®AT TE PONT OF ODaEMC
J POTABLE MTEROEIRAIMTEt6'ION URNME N NOEL
FTESPEGSEED 8EPRMTOIE CAIEOT E AGEY®, CONSULT THE BEB FOR ALTERNATIVES PRIOR TO
PIPELINE INSTALLATION.
MIEN SY81B1
MTFA YAN PPNG OWL E W CTILE ON PPE PER AWPA OB. PRESUME CASE SM MM INTERIOR CEMENT
MORTAR LANKA AND BM30 19r1UMgN NAL JOINTS 8MLL E KWN TYPE WITH MISSION GASKETS PER
AWWA DTI. FMWM BALL E COMPACT MECHANICAL JOIN DUCTILE NOH PER AWM CID, PIFffiUE CLASS SD.
•
PROVIDE ALL WATER SYSTEM MATERIALS N ICCMMM MM LOCA WATER AUTHORITY REOUEBRE
• INSTALL MTELMB TO PROVIDE W COVER TO FINISHED GAOL UNLESS ORBME WIMM OR APPROVED BY
THE MRiPHI AMD WNOMICION PADECT ADMSSNMTOL
ALL MTEILNE BERM CRD8NS.EES, AND ERIN SHALL BE RESTRAINED USING CONCRETE BLOCKING OR A
MECHANICAL JOINT WWE,KTION RESTRAINT SYSTEM RATED FOR SD PBL
DO ICT OPERATE WAILER SYSTEM VALVES WITHOUT PERMISSION OF THE TOWN OF CLAYTON.
. �PWAICUOIIYFA6B�
CONTRA" SHALL COORDINATE EXACT FSE HYDRANT, WATER
METER, NDOR TO INSTALLATION. LLATIO . LOCATIONS
MM THE TOME DE CLAY1016 CONSTRUCTION PRMFIf ADMINISTRATOR PPoUt ro NOALUION.
\ \ RYwrARr 88RRRDUIFILL SADOiOYPTEVEOl01
\ '1 PACIUMN PRESETS% ANMNBND ENCLONINESWLL CONFIRM TO THE TOWMOF CLAYTONS
CONTRACTOR WALLRARgIDEEeI� �IMSADCBUNr TOXAN RFLOPPTANCE .
\ \FIE PROTECTION
\ \
WATER NAM BWLE NSFMIN CFNMDEOPERATIONAL ASMFMDBWM FWALAPPINWALFROM ANDOFRERFIRE RNV&
\ \ \ SYWMCTET PE AND MMWrOCATIA FIEOODM4AE0EP TOBW NELTIOM.ADOTBIFSE PgOfECf10N
\ \ \ 8Y81BI CDIPOIBRSWRH Locv.EEcaDEDEICALTwONTDMBTAumN
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NR I JO I WF I AS / .PI
TERRY RHODES MARY JOHNSON WILIAM INSCORE, JR DOUGLAS CAREV DAVID. PITTMAN / H
PIN 1658!E -8d-7088 PIN 105818-B4-9078 ( PIN 1fi5816.94-1778 I PIN 16587594d009 / pIN io501fi-94-6018 JOSEPH BROWN
/ PIN 165016-93.19e9
DS 3849 P 57 DEED NOT AVAILABLE DB 3801 P 304 DB 4606 P 123 DB 1325 P 729 OB 2176 P 100
ZONING: RE I ZONING: RE ZONING RE I ZONING: RE / ZONING: RE / ZONING: RE
� � I
GRAPHIC SCALE
100.0' 0.0' 50.0 100.0' Mll' 100.0'

V ' - a.........N,,,,,,
Skimmer Basin Info / a o Xva GENERAL EROSION AND SEDIMENT CONTROL NOTES: J \C4
Skimmer Basin #1 Skimmer Basin #2 Skimmer Basin #3 Phase 1 Erosion Control ----- (., \ // 1 ALL CONSTRUCTION SHALL COMPLY WT H THE TOWN OF CLAYTON AND
JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. I
V� L
Top Of Berth: 257 Top Of Berth: 236 Top of Berth: 235.5 / 2 A COT' OF THE APPROVED EROSION CONTROL MAN MUST BE ON FILE AT ■
10's illwa 256 10's illwa 235.5 10's illwa 235 Disturbed Area = 1,611,720 SF (37 Ac) ' � /
THE
JOB TSITEO FELLALLOW
TIMES :,
P Y P Y P Y � � / 3. FALILE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS
Max. Water level: 256 Max. Water level: 235.5 Max.Water Level: 235 N/F( 'yA caw ON
SUBJECTTE CONTRACTOR TO FNES AND PENALTIES IssuED BY
\ f� TOYM OF AND/ ai JOHNSTON C WHTr.
Bottom: 254 Bottom: 233 Bottom: 232 '�' RESECCABU6MAN 4. CONTRACTORCLAYTONTOFIELDVERIFrALLDIMENSIONSAMGRADESONTHESE
Skimmer Outlet: 250 Skimmer Outlet. 229.5 Skimmer Outlet: 223
JOEL PIN PLANS165812-86-8015 N/F / MY DISCREPANCIES IOPRFOCEEDNGWITH" AILURE TO NO1nFY THE GRADE
PIN 165812-86-6061DB 4124 P 738 \ / CHANGES, MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
�.-./ AMERICAN HOMES 4 RENT CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
Skimmer Basin # 7 DB 4213 P 254\ NG R /
I , PROPERTIES NNE, L_C / SHOWN wcoRRFcnr m
N%F ZONING: RS ODRIG S. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED u
Top ofBertn:269 N/ / \ PIN 165812-96-2034 / NOERTHE suPEmsIONOFTHE GEOTECHNICAL ENGINEER G r s
10'Spillway-268
WILLIAM HAIRSTO PI 58 -9'; \ '_`/ / / 6. VERIFY THE LOCATION OF ALL EXISTING UTIU71ES PRIOR TO
"" u
R BER R NG N/F c
PIN 165812-8., X988' Ni F ` P � o , F� DB 4568 P 667 1 / coHlsrnL,enoN Exlsnnc Lrrlunes SHOWN ARE FROM THE eEsr
Max. Water level: 268 J9'' -I658 -86-7 43 /_ D ' 1 / I / I N CH ISEK AVAILABLE RECORDS AND FROM A SURVEY OF ABOVE GROUND a
\ DB 3845 P 743 (ANDRAM JAiP4SHAB N/F ZONING: R8 \ �+
Bottom: 265 ',.012 P ONIN R / N/F / PIN 165812-96-5052 FEATURES NOION.AWARRANTY IS GIVEN OR IMPLIED SHOULD B E ACCURACY W
ZONING. R8 ',SIN 16 2.86- 80 / � RUFUS GILLIAN� NIF � / \ OF APPROXIMATE
IN LOC IONANLL EXISTINGUTID PRI ROICOMMENCING ED W
Skimmer Outlet: 256 N/F 8 / PREF ST N(� i_LC DB 4628 P 6?2 APPROXMA EINLOCATIONANOVERFIEDPROR TO COMMENCING
3139 P,23 _ 5812-95-19 o CHCS PROPERTIES, LLC! ACTVITYONSITE z a z°
N/F JOHNNY SANCHEZ \ \ — _ \ PIN 165812-'95-4926 \ ZONING: RB 7. ALLADJACENTROADSTOTHESITEARETOBESWEPTANDWASHEDAT 5 w
- -� NTNG: R8 3247 P 939 �, N zI „m
LEE CHUANG LAU PIN 16582-85-3903 \/ i � - � i ._ � PIN 165312-�,AG•390`� D6�34 P 162 THE END oFEACH WORK DAY roENSURE NoseaMENrcaLEcrsaN y
SELENA DAILY DB 3882 P 88 _ . THE ROADWAYS.
AND PR r o
PIN 1 6 581 2-8 5-294 O ..� _FO / / %�1 '--�i$.?�y8 P 4 6 ��NING: R8 e. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT W x a N
AC FEh -\ �/•- ^ I� ZO� CONTROL MEASURES WEEKLY AND AFTER EVERY RAINFALL EVENT. •� a N
l" r �. `NOTE: CONVERT TEMP s. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY V g �•, a a Q V
PIN 165812-85-1839 DB 2884 P 290 ZONING, R8 NG % / ` �f BASIN2 TOPIEVENTSEDIMENT RUNOFF
DB 4455 P 402 ` ZONING �" \ ��` ` k — _ _j PERh1ANENT BMP CONTROL
ZONING: RS I - y`'- �\ 10. DEVICESASiroCOSNrOORM WATER OUTFAALIS BE IINN�CTEDOUWEE WEEKLY MVERY7
\ SKIIM�M�E�Rp-FORS _,� FROM
EFLNT. IT WILL BE
SW \ ' I��.THI$ _ \ \\ \ \ OHNSTON 0. THE RESPONSIBILITY' OF THE CONTRACTOR TO CONDUCT THESE
INSPCAUEECTIONSANDAND MAINTAIN RECORDS UNTIL YS) AND WITHIN 24 HRS OF A.5 ITHE AREA HNCH RAIN AS STABILIZED, W
EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING.
- _
�� TO FACILITATE RAINFALL MONITORING A R IS GAUGE IS LE F REO TO BE
\ � I
� � `\ \\ \ T '� _ � S ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
SILT E BAFFLES CONDUCTING 'SELF INSPECTIONS' INDICATING THE DATE THE BASINS U o
ONSTRUCTION ENTRANCE ---- �� _">�'r -
ARE IN TALLIED M
D AND STABILIZATION MEASURES (SEEDINGULCHING OR
DR
--._ — ` � _ -- AIpI.(•TYPI \ \ �— ) TEMP SEED AIL so01 CARE INITIATED THE •sEir INSPEcnaN• REPORTS WILL BE
•.INFO E t-FORSEZE CANED ALONG WITH THE •NPOEs• INSPECTION REPORTS. ONCE
\ ` • - .. .0 �� �� _ • "' ISEEcH RTTHIS SHEET STABILIZATION HAS RFFN ACCOMPLISHED INSPECTION RECORDS ARETO
BE FORWAPDED TO ST ORMWATER INSPECTOR AND ALL TEMPORARY (/
j EROSION /SEDIMENRATION CONTROL DEVICES REMOVED. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL
PEFURS AND PIANS, NRY CHANGES WILL BE APPROVED BY THE STATE
PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION
CONTROL PIAN LETTER OF APPROVAL, AND NPDES CONSTRUCTION
\ `� •� \� \ �--. \� e.. If
PERMIT WILL IBE LS REMOVED BY THE R BROUGHT
CONTRACTOR SI THE ONSITE
�• - DNERSION DITCH - - - '/ \• \ \��- - —� �� \ , bb APPLICABLE
IF SOL IS REMOVED FROM OR BROUGHT ON5t7E, THE $ a a a t a a
\ \ WITH CHECK DAM -- / ` \ \\ .\ \ \� �_ / \\ \� .. \ � APPLICABLE SOLID WASTE UMBER OR MIN PERM/ NUMBER. EROSION
\. �� �7' �' \ \ � \ \ \ � ' • \ J SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE
T STALL INLET PROTECTION AT \ DAIRY R(�1, ��� \ \� i , WIDE SPILL Y AT EL 234.5 0i—
I 1 / ALL STORM DRAIN STIR • . I / 11 SILT FENCE OUTLETS AAE TO BE PROVIDED ALONG ALL LOW POINTS OF b
\ \ t 1 \ \ ONCRETE WASHOUT PRUCNRE5ff1?) \ \\ _� "\' �/I \ \ `\ �I `DRAT RMP)SILT AND AREAS WHERE MAY
~S' 4411'P-2'„12 �- I \ \ 1 I ' M I I - ~.. ' DAMAGE �TO SILT FENCE CONTRACTOR INSTALL OUTLETS s ASUSINc g
\\ \ 1 NECESSARY TO ENSURE SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT fiLH
THE DURATION OF CONSTRUCTION.
DITCH 3 s
EROSION CONTROL CONSTRUCTION SEQUENCE � 8
1 I I I(D�/L 1. SCIEDULE A PRECOMSTRUCIN]N COIFEAOICE WITH TIE FNNRON.FNTAL
,D ) / J I I I 1 - VI` 1 MANAGER GVRLOS BAGIEY PE W1W TtNara33.DrfNNALANO DIB1vRBe«3
PERMIT
Tr,EE aNOTccnoN FI3NCEAn No,Fr TIE Tovm CAF canrraN @ s
(( ( I` I\ /
EN/F MANNING ANG SCNEDULt AN WSPEC7gN.
IT
CONTROL i-. W TRAPPING XSURENG GPAVEL CGF6IMIILflp1
11 \\ '��~ `�•. f I ", / / / / (I - I I I \ , NOF CLAYTON IE'tANlA2E5 AS sitovmp THE APPROVED PLAN. EAAJOMU AJNNE NECESSARY _
''r `t X: 1 `� �I 65812-95-8709 TO LYKERS. grglF�� YDIVER91GM9�BE{OAS AND
1496 P 275 1, CALL I -N. OUNTY FORAM ONSITE INSPECTION BY THE ENGINEER TO Nae
OBTAIN CERTIFICATE OF COMPUA ICE
NG INSTALLINK1
AND MNNi�A�INIRNOC_.E.—OlVERSIONSA31ECESSANY.A- —BBING. PERFORM ROUGH I9EFD PND MACH
s.1N�sNrEAu,3
sTown �IN�ArASg slTaLsr LecnnD PINE oPEHNcsAro ':_
I I \ ' \� \ r ' . \ ��� . / /PyTI�•�jM/.}ANiC ANSA UNCOVERED SiNULIUREs.
I � % 7. COMPLETE
COMFINE GRADINGANDSTABA.><OSTIAZBEDAftFAS AS SOOIAS
P
- / ////// L ,, \, C01�1ET10H OFAAr PHNSE CAF GW.DRIG. 3TABU2ATtoN CONSt5T50F Hyl` - tJ�ug \ `\ \ \ V / / / / /P
!DT PAVED
TBIPORMY MACIf1G OR P9.lMLENT VEGETATION ONIAlEAS /HNT , ,,,• u i
ARE
\ -^��' J/ \ // / // // • / / /' i SILT FFN BAFFLES NsrAUFvaW>FxrBMPs. P.
�E ET B. PSpJE T E BdO1 MY 3EDRENT BAWLS PER GUGH ES ND ED AND
ED L REGIAARLY
INSPECTANDIAkINIANTHE EROSION CONiROL T6VNEsso
THEYONTINUETO PMIfTION PROEIERLY 0O
IAS[. .
/CAIS
:THIS SHEET M IS T�nAc�F wEE SIiE. L A ANI)NOtOG�MTo�IwE�ff Z
MMEDWTELY IF MID AND DEBRIS A E NOT KEPT OFF THE ST EET.
0RDERCEAYMTA EN.IREVOIONG THE cauDIN1G PDMTANIYOR stop woRK E
-BIDER)Mfr BE MINE .
12 W rt ANT SERA NEED DURINGNNNG COURSE OF CONSTRUCTION THAT
IMPLEMENTATION
SIGNIFICANT IONAND Is IFAVTMTIE THE
APPROVED
IMMER -FOR SIZE MPL136RTATroN AAD MANTNwICE OF nEApvRa�® FJroSION coNmoL
I I \ • i� ' . �� - /�� ��� // ' SEE CHART THIS SHEET PLAT TIE P6r50X RFa1rONNNE FOn TIE LANoasnVRexNCAcrlvrfr IB - c
COMPIE ON TAKEOBUGATISD TO ADDITIONAL.
JOHNSTONT NEO NDAL�SPECT A. UPON d o
I \ / OOBPLEfar WMO.OTJOINSlpC01111fv PORAN RSPECTON. UPON
/�( 7- ANDPROPR01O.UPTSMI MOFACCUM0UATED IR1TOl REMOVE O RQ
J �/L� TMs®S6RAN DEBRIS I'ROA THE O U Qi
TE: CONVERT TEMP kimmr C a� cu
j BASIN 4
_...! _ ` Z
- -- \
DITCH 6 / TO PERMANENT BMP TOP Of I O
(I /F GRAPHIC SCALE / 0 / J?AM5ill J W
/I 1, so B 3n Bo ,m 1� \ �1 1 a� 1 r �'RF�e -- —sem - : \\� uPON� OV CO: Max.PW c �a o
VV R1Y — _ � � �� . _ o EROSI CONTROL 4) O c
/ DIVER610NDIT�R jV❑ — Bottom: _�
. ,c •� v . �_�����---rvoc�� 5.+�"�1 �� CTOR Rlrimmo (� (6 O
NPDES GROUND STABILIZATION SCHEDULE >
Ly -
HPOES GROUND STABILILITNIN:
1. SOL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND4AM40NG
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
A All PERMETL7R DIKES. $WALES DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER TOWN
3 HORIZONTAL TO I 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 WQOISTURBING ACTNTY.
B. 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 LAND4XSTURBING ACTIVITY.
NOTE:
TEMPORARY DIVERSION DITCHES TO OF LINED WITH
POLY / STRAW LINER (SC250) BY NORTH
AMERICAN GREEN OR APPROVED EQUAL
SrTE MFA
STABILIZATION
STABILIZATION TIME
APPLICABLE AREA ON
DESCRIPTION
Sediment Basin Design
FRAME EXCEPTIONS
THIS SITE
PERIMETER—
Arm sLwEs
TRAP:
a,.lp.1. •,n. , s my
NONE
HIGH OIMLLITY
VNTER Otom
TONES
BNLr6t
a ar,l.ue.,re. = tD ms
NDNE
SLOPES S1ffPER
IOBD[
F« a,rn.e..r..a =10 mea
THAN 11
N 113K'TNADAIE NOT
A3�p - •3,800 aprr weal.wm.a
T MIS
SIF136R11NN 21, 11 DAYS
Mm. agape=t,eoo aper meals.e.N
APEALUDWED
Mn..a.p.N•1,ema Mracre
detBrSw
743AYS FOR SLOPES
m = WS •1 pr a10 Q
14 DAYS
GREATER /INN M iEEf N
ll]VIi1H
Mn. e,aa • ]25 a1 per Gt0 Ua
NONE �f FDR
—SLOPES
FLATTER /INN 41
Mn. ena= VS Nipr G10 as
PFRLEfDtS A/OINOMI
-ONES)
IBAVNDEIR CAF Sf1E
---
Wtlr [a.v0on. l.=Q/CXN2
ITw: x:1
WNr Ey d.. L=OICX^LS
tnv: 2:1 -e:1
WNr Equatlpn: L=flICX^M
Lnv: 2:1
eaai�
Dr11H12N gNNrbNa e—rY
Va1aA1
PINION
RAYNM
nee Nearu AlN W.01,lKN
Low
owv11.N
swNw Arw WYr
NIm
OwI •
Orris
ArOe Am Raga
Ca.NN.O
G RHYA
R
PrONIM
PrOaNrN OrNaaeN+.
CAN
OINrrNr
eN
1
>D 330 SNu/11ER
SING
03
112
T.15 2323 3S 70
2
3
8000
3310 10
3
20
17
1
3.i 3J6 SpMrAFA
SMO
OJ
1�
001 31N M M
2
3
TS1T
4510 t0
3
2A
1.7
2
L 18), SgMI.!ER
ONO
03
]17
BID ffi]8 3T 74
2
3
79053
131% 10
3
SO
2l
3
1
4 000 slurn.!EA
30 SAO SpitMER
10D0
OIN
a3
W
7>?
T12
1100 SBR 01 HIS2
71D ]3M a M
2
3
2
13012
1100/
6D1 12
OSN 10
3
3
23
25
1.1
4
0
11 SO SgN.A1EA
CAW
D3
712
tt.lt <f.J1 50 1D
Y
2
11170
O10Y 10
3
2A
1➢
0
13 430 SKIMMER
no
03
7J@
831 404 a a
2
3
tON7
ION N
3
2.0
tl
HPOES GROUND STABILILITNIN:
1. SOL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND4AM40NG
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
A All PERMETL7R DIKES. $WALES DITCHES. PERIMETER SLOPES AND ALL SLOPES STEEPER TOWN
3 HORIZONTAL TO I 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 WQOISTURBING ACTNTY.
B. 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 LAND4XSTURBING ACTIVITY.
NOTE:
TEMPORARY DIVERSION DITCHES TO OF LINED WITH
POLY / STRAW LINER (SC250) BY NORTH
AMERICAN GREEN OR APPROVED EQUAL
SrTE MFA
STABILIZATION
STABILIZATION TIME
APPLICABLE AREA ON
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
THIS SITE
PERIMETER—
Arm sLwEs
NONE
HIGH OIMLLITY
VNTER Otom
TONES
7OAr5
NOW
NDNE
SLOPES S1ffPER
F81A1£9 NE is OR IfSS
THAN 11
N 113K'TNADAIE NOT
T MIS
SIF136R11NN 21, 11 DAYS
NONE
APEALUDWED
SLOPES 3:1 OR
743AYS FOR SLOPES
FLATTER
14 DAYS
GREATER /INN M iEEf N
ll]VIi1H
AL DTISRARFAB
NONE �f FDR
—SLOPES
FLATTER /INN 41
14 DAYS
PFRLEfDtS A/OINOMI
-ONES)
IBAVNDEIR CAF Sf1E
U
c-
I..L
N T
N V,
z z U
o

LINE AND SYMBOL LEGEND
SFO SILT FENCE OUTLET
FES OUTLET DISSIPATOR
INLET PROTECTION (:--1, FES
CLEARING LIMITS
—
sF — S' —sF —sF SILT FENCE
n TREE PROTECTION FENCE — �—
r__
-->--->--->-- TEMPORARY DIVERSION
—><—X—x—x
PERIMETER FENCE
SM6ACE 4WATBING , / / I h
BASIN '
DSSPATpI J NSTALLeNF1Eb ATNl j I �/
TSTOE �� eASNSPBIsrAlawoETMa
N/F r /
EMS— STANLEY C. LEE
40.56101E
PIN 165816-85-5188STOCWU DES" CRITERIA
\/\
DB 3387 P 241 r J
vft-nA .$Tc BRu�sAwncFxrroAgm..DRArc �wY.wAERcouRSE. ZONING: RE \� --j
YIEIUIq. SIIEILIA BUFFEF, OR OTHER BODY OF VNTER SHALL BE AVOpFD UWESS
ANALTERNAi1VE LOGTpJROEMONSTMIED TO N: LY/AWAANE. \ !� i
2.ANY CONCEIRRAIED FLOW UIEIY TOAFFECT TIE SR>CIO•RE 91411 BE \\O \/
gVERTED TJ ANAPPROVEDBW � t� I
1OFF-SITE SPDC pR BDRROW/JtEA9 M19f eE NCDIFLWiCE WRX JOIR6Tg1 /'
LOUNTYAND STATE REGUTATM)NS. ALL SPOA AREAS OVHtAN AAE ARE REg10ero
TO NAVE ANAPPROVED SEJ]rE1JT LONINOL PIAN. OEl'8ffiEWCOIIIRI1CiDR I
swlLL laTlrYJOI«sSDN couNrr of Arn gssrTE Dlsro6AL aF sawWORro r � ���
gSP06AL. FI E TAS R EIRNIS PROV ONE NG ROACIOEIITAIEA6AAE
PROHBffED FXC8FA9 OTERWRE PRONGED BY SLRSEC11gI tNa3 OF THE
REW RED). EII1sED DEVELOPMENT oRDINUJce IceTrFTaTIDNSANO PERIaTs l \ \ �\
REGUDt. \
.. SEEOaq ORCDVERNG 9Tq;10'1lES L'Jf1N TARPS OR M11.C11 ISREOI a=DAND
WILL REIXICE
OPE R PROBLEMS. TARPS SNOUID BE ICY®MATr1E 1pP OF TIE \\\ ,
SLTO KEEP
VM7MWATER FROM RUNNMG lNOERNEATI TIE PLASTIC- I \ \\
S. IFA STOCID'BE R TD REN EOR FUTURE USE AFTER TE PROJECT R
COIPIETE DERETC T FY
), THE ENAN L RESPgFM PARTY MIDST NOT
-
OF
NEW 1
JgMSION COIMTv OF A RESPgRBE PARTY FOR lI4T
6. TE APPROVED PLAN 514J1 PRovmE FOR TIE USE aF s1A0®SEEdNOANO I
MLLCIMIG ON A COHTWML BA515 WHeE TE SR]OfPIE R N IRE.
I. EETABLJSN AND MAINTNN A VEGETATNE BUFFERATTIE l0E OF TIE SLOPE
(VYNERE PRAc—)
WSN RMOVAL SEQUENCE
1, SCMEWLE A SITE MEETING WITH JONSTON CO ENVROIL�(TAL ENONEER '
DETERMINE IF A BASINCAN BE RFMOrED. INSTALLS TFENC OR OTHER 1
TEMPORARY ERASION CONTROL IFA9URESA9 NEEDED PRlgt TO R/3AOVA1 OF TE
3. OEWAlER T11E 5EDeENi flASN FROM TIE SI.NFACE URII1AiA SET BGG. OBTAIN \`
APPROVAL FRDY JOINSTOI/ COUNTY PRpR TO NSTAl1AIG THE BMP .. `�.a
A
DISCHARGE
BASNR1 Me)ASSOG4T®TEYPORARV ONERSpN OITOE IF , _
SCN1RGHARD E PIPES NEEDT2 BE EXTBe1ED, PERFOTee TAS OT+ERgI ION AT
111E GAADE MEAN PREiMRAT10N FOR SEEDING.
1. PERFORM 6EE
REARE PREPISMTNIN, SEED. MULCH AND ASPHALT TACKANY
SULTING BARE AREAS rA1EpATELY.
5. WHEN SITE R F y SMBEI . CAL' JOHNSTON�QRCOIATY FNVRtONAENTAL
ENDNEER FOR AP VICE OFREMOVING REMNWINGTB.iPOMRYEROSION CCNIR0.
COMN-EEO AND AONCE ON YAIEN SUE CAN eE ISSUED A CEJRiFIC lE aF
CQ,PlET10N.
Skimmer Basin Info
" CONVERTTEMP /
— J BASIN a kimmer Basin # 4 Skimmer Basin # 5 Skimmer Basin # 6
rIDtTCH 6 ( TO PERMANENT BMP Top of Berrn: 256 Top of Berm: 221 Top of Berm: 228
r�ECK DAMS I UPON APPROE 10' Spillway - 255 10' Spillway - 220 10' Spillway - 227
00 CO Max. Water level: 255 Max. Water level: 220 Max. Water level: 227
PECTIN Bottom: 253 Bottom: 218 Bottom: 224
Skimmer Outlet: 253 Skimmer Outlet: 218 Skimmer Outlet: 224
SILT FENCE BAFFLES
//IN I :WF
SEE INFTHIS S ET TOWJ'v vF CLA ; IDN
PIN 166812-05-0100
DB 574
\ \ l ZONING: R8 amwAYR3E Rw ea ro
SLOPE DeWM(TYP I� III1�•r► ' 1 9,p iral�Aiea or csieuR w+
\ v t.. ` A� PIE PAIWOlel6 sows=R®n
\ eMTBReAB.
S DIVERSION DR
WITH CHECK DAMS
A)#tY A 1rLL� I 7^ Z
�IN 61811-9 -43 36 ;� ��� �r j
3 X
� G
//Z / � f,� ill / P 1V VIEW - RISER PENETRATIONS
-7i j=�-��� ��/ �J '// FOR EROSION CONTROL
=CM DETAIL SHIFTS
AND RISER
SIZE AND ORIFICE SIZE I ELEVATIONS.
�i ��\ DNERSIgN ETCH v '
V ' �. NAi}iCF1E DAMS��
J �
NSTALL
� , \ � � �✓ 7 �� 1 � i. � ♦ _
ALL STORM ET PROTECTIDRAW\ \
\ \ BAFFLE
�r E DRAIN i I - / SEE FO THIS SHEET NOTE: CONVERT TEMP `
TEMP 17 RCP DRAIN PIP I BASIN 5
Sj9Clfal�\•` < w TO PERMANENT BMP
\ DIVERSION DITCH - I - FOR SIZE UPON APPROVAL FROM
SEE T THIS SHEET
WITH CHECK DAMS I - JOHNSTON CO.
7 EROSION CONTROL
\ Ar, / — INSPECTOR
\ \ 1 r
X'��
TREEIPRgTEcnoN FEnCIE
TEMP /Y RCP
1
YIN
BAslpil B /
a N SEE INFgTHIS ET
i I , J�FTAEY Eil� FLES TOWN OF /CLAYTC�
a 1.5
1� 18 0 21 z +aa POLYffIBER P9ep _ 1 \ >a p \\ ` \ w \ r
a � � � \ . _ ���� PIN 166813-03-582,
a ..,a 6TRuv BgNEI6 N�'� ��� ���� \�� ������ 1 f �, �♦ �� �/ .-`.1 DB 4398 P P74
swtES HAVEBEEN DFsrAED USING RAINFALL INTENSITY FOR THE 10 YEAR STORM - rsz wNa
IC� I i GEE AREAS T� BASIN (TYF�,. � '� V'.� � ':. N `N v: PR
"DITCH LINERS BY NORTH AMERICAN GREEN OR APPROVED EQUAL -- �'
--�--s— Q s \ NOTE: CONVERT TEMP
Sediment BasRISER
in Darin \ \ TO PERMANENT BMP
BASIN 6
F.Tsr.W. MAe<a.as auaER: Fa a,.In.a. MAN <10 e,.s '. Fo. a,.m.z...„.mAwM O�Z�L2�� 1e�e,��R ..�UPON APPROVAL FROM
ret Mnn,I.WUaRu. aFasw I tvaMIF-Idm 10A disNrbed M". v'E n•1Jmp MprAva aFAAbFe aGe I"1l uFICC1 \\
see AN..m NPRaeFs MIP.M�-2z2n M - SWALE Mme" ` JOHNSTON CO.
P.I Dm ee �. o,,, _ va MP.roro s SLOPE DRAIN
L W E9MINII- L'gpMY! — E I -1:1 : LbICN�LR —: Equatlon: Lp104a
z+ w: z1- e:1 W: 2:1 I / EROSION CONTROL
eam DUANN DMmasA aw11YN VaWd RunFlr RA.IIN Flow eMlala Ana LVMtA LA W LISe vAII.N eIAhNAne 2AIr MNIF alewr ge15s
Num W. Arw ADM a R.RA c<.nNJMn o, (2D=-) 0014(co n .0 O( A er Oe�sMr I N/F N/F NiF / NIF INSPECTOR
32 Zap s""ER NW a2 T� 1.16 zm 5 m 2 2 euas 3318 10 s 20 1a ✓ JUr NSUN WILLIAM !NSCORE, JR � DOUGLAS CAREY DAVID. PITTMAN
w ra em sloe .z N 2 s M2 010 LD 2 zD 1.7 I / JOSEPH BROWN
z u uo sNwNER ata os T}2 em 2828 2T T. z s zsem srss D s 3o ze 5816-84-9078 PIN ?65816-94-1078 I PIN 165816-94-4009 PIN 165816-94-6018 PIN 165816-93-7999
2 e a0D SNiA1Hi 1pe00 a3 TIP 12a0 St 1q 2 2 13512 a m 12 2 1.1
se 2 n sNMMER a1e0 os TS1 TAD 2s2z az N z : 1Tm M W 3 u s I DB 3881 P 304 DB 4608 P 123 DB 1325 P 729 /
�137T AVAILABLE j DB 2174 P 100
e su 1
0 40 Sq ER u TTa It.",d334 s6 2 2 12 2 111Te Net 1D e 2'
4M S'D ZONING: RE I ZONING: RE ZONING: RE ZONING: RE ZONING: RE
e . 5]D I@/MER "TTW p3 ]2 831 W� W e2 DUR Wap p 2 25 1A I /
GRAPHIC SCALE
w D 30' w 120• aw
y pv b
i Q i'6SSSl
ii yyry��
R05(!v1
O I
co
ca
AL2
`y C
(D c; cu
S0 a�
rn
O 1w �
U
(D c
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N = int
O> C'0
La) 16
W L C
U
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C13
n O
N �
� � U

C7
CCD r
=Ep
O ( (fl En_
Z1 CD C7
o CD
u CD
o v m
CD
NO CD
o �
m
5y ONIN:�
i25 a S6E> 6C
szes 011999L Nld
NClntllO 30 NMal
j;N
A .0 NZ J0 00l A'09 a'0 .0'001
,. 31Y0S �IHdb4lJ
o'er✓ ��_�
/ dlN
/ /tf02 259 d 95StK
96 2L9S51 N':
/ 011 3N N 5 Ily3dcc-
/ 1N3y 0 S MOH NVO'.y3r':
_ napem
uesw�mp PwP wvpeB
-eDUE IewEup \
� M'...
5y ONIN:�
i25 a S6E> 6C
szes 011999L Nld
NClntllO 30 NMal
j;N
A .0 NZ J0 00l A'09 a'0 .0'001
,. 31Y0S �IHdb4lJ
o'er✓ ��_�
/ dlN
/ /tf02 259 d 95StK
96 2L9S51 N':
/ 011 3N N 5 Ily3dcc-
/ 1N3y 0 S MOH NVO'.y3r':
Tm �,Pve«w�Pew «c n��a iron
aw ow�
-
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A -- - - - — -_ w•ea•e�s
a W' 9 n5 Do:.k Wnwo
wx,�awry.By6n,'auyalnww Pud \
l�
'R:Pq!�a RC PwsuLLte90.4.'wK-�,�..�" - uq rnmyoeEe
'F0lo4i e,n D:Pme DRa,pum —. eeam'�c y>Inw
meY+R9 Pw Bwge::wV PSI WBN' p!
Wwean-Dww RN,Br yeN.t
1 _
u npu E>wpoe Dd Nvos 7teGm PP�gDBPme;
w:Pew`.
_ _ _.
_ napem
uesw�mp PwP wvpeB
-eDUE IewEup \
'epp,;q tJeye.unwuxw Bg•, o(uoge♦eOen lB raE Bugstxe «Ix,Bd Ilegs 6ea,e Euqueld PBnnbBy 9
v=m
,e eoe+a Geer ew qa ��
�'+AIH.cYew•m+rs Wae+�a
a wow eee ae ^ Q«a3
D.mmD-ae.r- .�
L+.^Ou
�.4� AI%+4 B w P�BI�+Dua P�we+Bq Ile4s sfugJeld pecee6rP FSC-Jrappum A:pBey a .a DBwaf _ eq pe4c ceeJe pede,cpJBl IN S
erys»dly rwuJ�
ww rn4: Ew�.w
o+P+a
Dee:
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TYPICAL PLAYGROUND EQUIPMENT
TYPICAL PICNIC SHELTER
100.0'
GRAPHIC SCALE
ea 50.0' 1001 200.0
T.0
TYPICAL PARK GRILL
_ x0000hrmsacooa
•• OPEN SPACE
j RESOURCE CONSERVATION
AREA
7.55 ACRES
�.. eaavos®a.nvaE mmws
]] _ swxah asses
SITE DATA AND IMPERVIOUS AREA CALCULATIONS
Area, Ac
% of Sib
Imp. Arm Ac hnp. %of SII
Residential b6
218
49 27%
9.57 2163%
Commercial
0
0.00%
0 0.00%
Resource Corwmfion Areas
7.95
17.97%
0 0.00%
Open Space Park Areas
1.1
249%
0 0.00%
Open Space
2.39
5.40%
0 0.00%
Right ofwav
11.01
24.89°%
8.55 19.32% Approx
abl
4425
100.00%
13.12 /OAS%
OPEN SPACE CALCULATIONS
Ana, Ac
%of Sfb
%NSA
Notts
Sia Area 4425
100.00%
h`
RCA 7,95
17.97%
Net Site Area 36.30
82.03%
�`ADSIDF
:nTCr+ ,
Open Space Required 4.54
1025%
12.50%
47,
Helf Southam Connector RNY 170
3.84%
Cradled toward open space requirement
Active Open Space 1.32
2.98%
Ind. parks (1.11 Ac) and trails in open space areas (0.21 Ac) - 25.4%of WW
Open Space 2.11
4.90%
-,ARE
Induces a0 other `passive' open space, - 42% of toil open space
Tole) Open Specs 5.19
11.73%
14.30%
WC v=
S_E 0^'S OKENAY
Nobs
I'
1. Riparian Buffer areas shown on thls planand all Resource Conservation Areas shall remain undedrrbed in accordance with Artide 5 ofthe
awn of Claybn Unified Development Code.
_ 6—CAR
2.Orange tree protection bnang shall be required along the perimeter tithe 50' ripanan bu6x and all other Resouree Conservation Areas
during construction m anatim i1 is not encroached upon.
- ZONE
FOR BIKEWAY IS 8'
I
WW
TYPICAL GAZEBO PICNIC SHELTER
3' MINIMUM FROM
t.DCF PAVEMENT
TO EDGE OF SIGN
�.
Iu
5' PREFERRED SE-ARAT1",
:�FFNWA"
F�
FROM FACE C? CURL) 1::
S164
`v
EDGE PAVEMENT
h`
�`ADSIDF
:nTCr+ ,
•t7• �
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glib
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If�;
47,
- :
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WC v=
S_E 0^'S OKENAY
I'
ANC GRF=NWAY POLICY
2' I
fff
_ 6—CAR
NOTE: TYPICAL WIDTH CLEAR
- ZONE
FOR BIKEWAY IS 8'
I
WW
S,
EASEMENT WDTr- VARIES I
03
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SATISFACTORY SOIL FILL PLACED IN
LAYERS AND COMPACTED PER
MEDIA 001-EL2226 BPECFICATIONB (IW, `�: ■
FOR - �•'�°o
V A V � A�•,� � � �
OUTLET rP -.
k 11
__ EMBANKMENT
A A �'/ `
BOTTOM 6f0R®AY-BID 2- 8.243.0 i �j WIMwEGET
"P' OF CONCRETE lam O
ogME2 . ,i rrnRruoau�
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IDC+ -r ORFICE V r
EL ms TOP OF Re9t -8101-ELx7E EMERGENCY SPBLwAY SPILLWAY •BD1-a2]r3 C� N
\ BID2-I*ORFILE 8101 SPILLWAY -8002- ELxZ
\ \ ., a276 TOP OF RISER -eID 2- EL 276.5
f/tAf1,ETi1NLTR � la rra 2786
` v mwenu
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LLI
Inv.,0ut:2 0XVRISER ' ei YEnUSa+-ams '•� COEPACTEDSACIMOVENTOPOFPIPE. L7000555 �
v �V , z
�. �� A \ , , 28 FOR GRA66® ;, ',, , ,; , ' ✓,;; �— DOM S1 ON EACH SIDE w �' e
7 -,- EXTEND IV EACH SIDE OF PPE, THEN SLOPE
\ - '�1 F ,r ErrtaE1MLEEA,E3t
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LL r
Eh�1� i �Z
EDTTpEOFRBER-NO +_g229 �---�
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CONCRETE ME
EMERGENCY SPILLWAY a aAPeHraRATEDADaN+ E�xTeo, pYP(
/ DOUBLE ,/AML UND iIDRAp
\ ■ I rMBL PPE WITH 6CLEANOITS STONE , / . � / %'-
A DISCHA�GE PIPE -24 (55 -LG @ 1%) Fd,�FA�C �- it
PIPE
\ ` / .�Iyy CASTJ4RACE CONCRETE i i
RCP - I EL 228.5 AN IMEP COLLAR, LOCATED AT a
SEASONALIBGXYMTERTABLE THE MDPOM OF THE PPE
/{— BIO,=MPROXEL LEN67fl
+, j NO2=APPROX EL 228
y r / BIORETENTION FACILITY - CROSS-SECTION
/ CLASS 1 RIP RAP APRON
NO scuE
BIORETENTION FACILITY (BIO #1) - PLAN VIEW urrde� Notes: x
!
•�- ,••� i \� ' RI e' Place chose 'C' geotextie fabric and a 2' layer of#57 Washed sone benNO widenhairrs. Werdrai s ahold be F OunET�PPE� RCP OUTLET PIPE t
758. TYPE PS 28, or AASHTO W278 With 3B' pertaaW at G on ce nloo 4 holes per row. and a ff&*mFn of 3' of - - - - - - -
�� gravel over u denbain pipes. Ckwwuts m be pwided at d7arges n pipe 8rec8on, at 50' iMenows or Be shown on + i
�Le�,,,,,���, �\
igtrC.Ct ��� Pte• PPEIMV SEEPwe -
�� BionsWition Fac@Ly ODeradon and Fail: � �
` FOKBAY
7. Watering: Watarirg ahouk not be reQuied after grass is eetabfehed. However. walarng rtmy be reQuYed dung APPROVED TOE OF
EXTEND RIP RIP M
, \; �� y'� A � OLABS 1 -RIP RARAPRON p�E9eddryP PER�cs. EMBALMMENT UNDER PIPE
V Inv.1Out: , � �. 2. E.oskm CoMml: Inspect now enhances, ponding area. and surface Overflow arses parkdc*. c*. Replace malarial I
24' 38' LG 3.9 % RCP DISCHARG14 E PIPE where erosion has occurred. If saftnerd a deposited, detatrrrm the eaMme, remove exoess deposis, and caned
( @ ) the poblarn. OUTLET PIPE DETAIL
INVERT EL 229 ♦ 3. vegeraflon: Routlne mainlonance will be necessary tD emue that f groes is hseNny and tD remove any weeds. PTD ro,a,q
4. Naa�� >nd NubierNs and Ar 11 not . it
P. €
pLeticldes: pHsflcides regried rHeoeaeary,LeespMriLgh.
5. SW Media: The sol media sho id not need replacing. N problerrw occur i, ft sol media, oo muft a sol
5'x 5' RISER /
\ ,A I / BldetBnUDnFacftWee: NOTE:
�1. A 2.5 -foot deep. hwogsnoEEs soi nLbdum of 85 to 88 l - x condrucnon sand. 8 b 12 p7rcer fires (alt and P6iMAlENT STORM WATER FACILITIES TO BE M
,. OWNERSHIP AND MAINTENANCE FOR
/ day), and 3 ID 5 percent mga* ., fler ahal be used. Sol Inedie ahold be Sent 1D Rhe NCDA labs to be analyzed.
CGiill \
ACCORDANCE WITH "INSTON COUNTY AND
/ P hldex for lfieae sol needle should range between 10 and 30. The iHfltratlorr rale,7ifhe soi anal be between 3.85
..��{{!!��' I. TOWNOFCUYTONREWIRE7�EliTS. H�
Q� \ �� P�' / and 8 Nhr. Soi characferi78ca slml be verified by a geotedrical engiEeer. N U m
i
/� !' 2. The Boorelention facility Shall be Monlied with grave Grass anal be aDddad and anal not be Wm n an
5' E(wAERGEINCY, SPILLWAY � Isar such Beday. Hybda Bemwde, -*-de, or kacuem-gr— are recnnrrrerded. N V j
r o--��
3. Al corw6udion, marNang, and nminlenance gddeNnea n the NCDWO slam wafer brtlp maual anal be
VARIES (SEE Pao DETAL) U = CAS
g�nION LAODLOKTIMMCOMPOSITE V>> �'
CLASS, RIPRAP EQUALREINFCDE7(r WT at -
i
/G t—
1 I '� / • �� ,:, SIDE SLOPE EQUAL W
n� U
j j t¢,.2,' ) \J�� INFLOW
N (fT !! / 1 / � ` COMPACTED Slam
N F - ry6,cmrsar-MooP®PROCTOR)
RIPRAP FOREBAY BAFFLE SECTION EMERGENCY SPILLWAY
j �' xx prroaDNa CROSS SECTION
o�roecvA V' J
BIORETENTION FACILITY (BIO #2) - PLAN VIEW GRAPHIC SCALE
,'i0 2R r ,r m a W Z Z U

70,
'QCAc
1
I
1 4 7,403.9 S4 Feet',
l
k6AES) (' TOP OF MEDIA BASIN 3 -EL xr9
Illy..-,
OUTLET FOREaAY
/ `! FOR E 8AY=a4j
FRAME FRAM
AID GRATE
/ c
8103-r ORIPICE
0003 ane
FOREBAY i / wOrPON INGDEPTHlr W
54' (�' JZISR T�IA 5103 am b
i
/ /:
01
SATISFACTORY SOL FILL RACED IN
LAYERS AND COMPACTED PER
SPECiih1TICNS MP)
STABILIZE POND EMBANKMENT
WITH VEGETATION (TM
TOP OF RISER -1003- a nes
�^ —Pea�unErelNMT1Me
zr+�
v (SEE SOL
/�
31� -
6 8'1.4,Sq Fe t YQSIED
—WEMERGE*Y SPILLWAY
SEE DETAIL ;' Rr and STONE
24' (40113 @1%) RCP DISCHARGE PIPE
INV EL 215.5 row�sau,®ADRAIN a
DOUBLE -WALL UIDEDRAM FLIER FA10BCOR '
PPE WITH 5CIEANDUTS CHOKING STONE ^/T
C ASS 1 RIP RAP APRON _ sFASONIQINi1WATERTW
y
510 s = AaR10x a zu
BIORETENTION FACILITY (BIO #3) - PLAN VIEW
1-m
GRAPHIC SCALE
m 0 I9 m a
Of
TMA, /
1 � ,
DRY DETENTION (BASIN #4) - PLAN VIEW
RIPRAP FOREBAY BAFFLE SECTION
momma n
BIORETENTION FACILITY (BIO #3) - CROSS-SECTION
NO SCALE
LG @7.1 %) RCP
,RGE PIPE - EL 220
CLASS 1 RIP RAP APRON
7s1"
DRY DETENTION BASIN SECTION
MT.�1
ARD OOR.IILI®P6t BPBL'FGOpNe RYP,
SrATK3E TO,D aewKart wIN
VOWATDN RVR
SECTION AT POND RISER
MB=M B
MTX
COMPACTED BACKFILL OVERTOP OF PPE
BUM If EACH BEE OF PPF, TNTN SLOPE
DOWN 3:1 ON EACH am
Ir MtERML INATER
STORAGE WITH
Tar OF RISER -8103-axis --rt
PaICPAL SPaLWAY#PE I I
XIV SLOPE
24' TnN3c CONCRETE BASE I I
SaMIr SEYONDRIS13t (TYP) /LJ
CAST4N* ACE CONCI ,—
ANn-SEEP COLLAR, LOCATED AT
THE MD -POW OF THE PPE
UENM r
�mADE oust
ouTLET PPE
1
APPROVE)10BSNAaF"� TOES F f L mm Ro PrP
ANIGIENT UNDER PPE
OUTLET PIPE DETAIL
— TvaFNa=em pMrtmalTl
e BMBE= ATH MW5
r PPE xmE wax RJNRe®eBP1AN eK6
GbTM1I0YWglE WwL pDaCPE)
VWAVAM V XP O@IE8MCMA1DLE VMTN W
MOTE:
I.ON113OW AND mApnEI ANCE FOR PE NIMMEW STORM
WATER FACILMToBE N ACCORDANCE NRH JOKWON
DRAIN DETAIL
ParmaAq
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U
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�J
V1
�— �JIODIa®w10C10Q
rR N
Q"
EMERGENCY SPILLWAY
g
CROSS SECTION
UHderdranNiles:
Place Class V geoloode fabric and a r layer of #b7 washed stone
beneath Underdmins be F
W
.t z
raderdrahre. should 758, TYPE PS 28, or
AASHTO M-278 wife W perbrshom at r an carrier, 4 hobs per row,
N
and a mnimm of T of gravel war wnderdrah pipes. Claws is to be
es
a e, o cv
provided at dmrlges In pipe I A m On n, at 50' idmvats or as Shawn an plan.
Bbrstention Fackv 0oerelbn and Manbrmrroe:
1. Viderim: WatNng Should not be required alter green is established.
'
However, web" may be m **od during prolonged dry periods•
_0
•��� �
L
2. Erosion Conhd: Inspect flow ernhances ponding area, end surface
_
overflow areae periodically.mabnial where erosion hes oRxxrTed.
Replace
se � brm
deposited, deYre the source, Imus e�aoe� deposits,
and the problenL
3. VegefaBaT: Routine meYMerence will be necessary b ensure fMet do
v
grass is healthy and to remove any weeds.
4. Nnfiienls and pesticides: Nutrients and pesticides should not be
requited. If necessary, use spangly.
S. Soil Media: The sal media Should not need mpkxbV. R problem
i$aaaasa
s
oaxr in the soi media, consult a sol specialist.
Bbmbation Facility Niles:
OUTLET PIPE
1. A 2.5 -foot deep, homogenous will mbdure of 85 b 88 pacer
construction sand, 8 to 12 portend fines (sit and day), and 3 to 5 percent
t
sEE Puns organic Metter shall be used. Soi media should be Send to the NCDA lobs
a
_ I to be analyzed. P -I dex for fele sod media should range bebman 10
r
and 30. The Wftaflon rate of tie and shah be between 3.85 and 6 Mr.
Sod characters shall be verified by a geobdIPnical angieer.
gg
e
2. The Brorebndon faddy shad be planbd with gmmss. Grass 9he1 be
sodded and dwd not be grown in an irpernneebie toyer such as day.
^
n?
Hybrid Bemada, car.Bpede, or fest eftmegrass are recommended.
3. Ali construction, monitoring, and manternanan guidelines in the NCDWQ
atorm wabr brrp manual shwd be followed.
MOTE:
I.ON113OW AND mApnEI ANCE FOR PE NIMMEW STORM
WATER FACILMToBE N ACCORDANCE NRH JOKWON
DRAIN DETAIL
ParmaAq
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Job No. V01 caaENGMERS, Inc.
2 mov" Ise
Road 1 Profile Sta 0+00 - 9+5
3 Do Af
on No. The Village at Little Creek 1233HevibWLinbDrivc
I DO 0~
casEN ERS Wake Forest Nm& Carolina 27587
Triangle -Real Estate Co. C mW401KHM b. AD MO. R—w
C15 Clayton, Johnston County, North Carolina ........... IV f r* 919-625-6755 --11111 . ...............
r —wl C-2151
PRELMNARY FLANS
NOT FOR CONSTRUCTION

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DnAq No The Village at Little Creek
C 16 Clayton,
Real Estate Co.
ton, Johnston County, North Carolina
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Job No. 2201 2 mA,nu 3r.�a 4AIYaCa c�.EN Ivo CaaE1VGINEERS Inc..,
, avaan a2.ul we
Road 1A Plan & Profile � a 2 = � °� � �
Dw9No. The Village at Little Creek °� 1233 HeritageLnk&Drive SfwL r
�1 '••`E' ° °� �^�° °° CeaE EERS Rake Forest, North Caroline 27587 �
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Clayton, Johnston County, North Carolina y °PaE UMER$. [- As Rib No-an2
rm a7r Ia3laostPav3laN n _ltoeelpN�i.Oga,uo C-2151
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Job No. 2201 2 mA,nu 3r.�a 4AIYaCa c�.EN Ivo CaaE1VGINEERS Inc..,
, avaan a2.ul we
Road 1A Plan & Profile � a 2 = � °� � �
Dw9No. The Village at Little Creek °� 1233 HeritageLnk&Drive SfwL r
�1 '••`E' ° °� �^�° °° CeaE EERS Rake Forest, North Caroline 27587 �
_
C 4 r com.E 4 GvNb
C17 Triangle Real Estate Co. �......�.� � I; 919-625-6755
Clayton, Johnston County, North Carolina y °PaE UMER$. [- As Rib No-an2
rm a7r Ia3laostPav3laN n _ltoeelpN�i.Oga,uo C-2151
PRELINNARYPIANS
NOT FOR CONSTRUCTION

290
295
290
275
2'70
295
280
255
PV1 STA 1+50.00
PVI ELEV. 28290
MR "A U% M
299
295
280
275
270
285
280
255
-0+50 0+00 0+50 1+00 1.50 2+00 2+50 3+00 3+50 MOD 4+50 5+00 5+50 8+00
NOTES
1. ALL SANITARY SEWER MANHOLES TO BE
V DIAMETER UNLESS OTHERWISE SPECIFIED.
2. SANITARY SEWER MANHOLES GREATER THAN 12
IN DEPTH TO HAVE A 5 DI MEMR BASE WITH
ADEQUATE REMFORCEMENT.
3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL
LOT CONNECTIONS FOR WATER AND SEWER
SERVICE&
Z SEE SHEET C22 FOR THE STORM DRAIN
SCHEDULE.
Road 2 Profile
HORIZONTAL SCALE
SO OA 24 w 11f 20I
00
w �
i
Road 2 Plan
Q
/
PGS
VERTICAL SCALE
299
295
280
275
270
285
280
255
-0+50 0+00 0+50 1+00 1.50 2+00 2+50 3+00 3+50 MOD 4+50 5+00 5+50 8+00
NOTES
1. ALL SANITARY SEWER MANHOLES TO BE
V DIAMETER UNLESS OTHERWISE SPECIFIED.
2. SANITARY SEWER MANHOLES GREATER THAN 12
IN DEPTH TO HAVE A 5 DI MEMR BASE WITH
ADEQUATE REMFORCEMENT.
3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL
LOT CONNECTIONS FOR WATER AND SEWER
SERVICE&
Z SEE SHEET C22 FOR THE STORM DRAIN
SCHEDULE.
Road 2 Profile
HORIZONTAL SCALE
SO OA 24 w 11f 20I
00

PIPE CULV T AT MARRIAN TIE IN
(FIELD VERIf,CREEK ELEVATIONS)
FES 201 -- INVERtEL243
APRON - CLASS 3 R(P RAP
L=17, W=9', T=24' \
FES 202 -- INVERT EL 23�
APRON - CLASS 3 RIP RAP\
L=24', W=27', T=24' \
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FES 102 APRON
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Lam', W=6. -T, T=12' y
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NOTES a
Marrian Plan 1. ALL SANITARY SEWER MANHOLES TO BE
HORIZONTAL SCALE 4' DIAMETER UNLESS OTHERWISE SPECIFIED. a
2. SEE SHEET C22 FOR STORM DRAIN SCHEDULE.
517 0.01 25 w IN 200' 3. SANITARY SEWER MANHOLES GREATER THAN 12
IN DEPTH TO HAVE A 5 DIAMETER BASE WITH t
ADEQUATE REINFORCEMENT.
4. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL a
PVI STA. 9+50.00 LOT CONNECTIONS FOR WATER AND SEWER
PVI STA 6+00' 00 PVI ELEV. 254.00 280 SERVICES.
200 v PVI ELEV. 273.00
FES 152 APRON
/
CLASS A RIP RAP
Q
L=5', W=65, T=12'
vii w
LOW PT. S A. 9N0.35
FES 56 APRON
CLASS A RIP RAP
ut
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bt
v 333
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NOTES a
Marrian Plan 1. ALL SANITARY SEWER MANHOLES TO BE
HORIZONTAL SCALE 4' DIAMETER UNLESS OTHERWISE SPECIFIED. a
2. SEE SHEET C22 FOR STORM DRAIN SCHEDULE.
517 0.01 25 w IN 200' 3. SANITARY SEWER MANHOLES GREATER THAN 12
IN DEPTH TO HAVE A 5 DIAMETER BASE WITH t
ADEQUATE REINFORCEMENT.
4. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL a
PVI STA. 9+50.00 LOT CONNECTIONS FOR WATER AND SEWER
PVI STA 6+00' 00 PVI ELEV. 254.00 280 SERVICES.
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240 VERTICAL SCALE
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235
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vii w
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235
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PIN 165816-84-9078
DEED NOT AVAILABLE
ZONING: RE
N/F
WILLIAM INSCORE, JR
PIN 165816-94-1078
DB 3887 P 304
ZONING: RE
19
° 17 s D."°' caaENGMERS, Inc.
Job No. 22°, Road 3 Plan & Profile V "' _ �°�° �l�d ��- �° Pmf-indE
Dw9 No. The Village at Little Creek � ' a 1233 casE ERs Welt Forestt,NotthCwlim27387
Triangle Real Estate Co. =._ , I�.I, 919-625-6755
C20 Clayton, Johnston County, North Carolina 9 or w..r n 0cuEN0�RS,'-ApY*.R-M
- - -- ----
w wr9 naleraow9nvnax er-eewlwrmt6nitam®e C -21s1
PRELIMINARY PLANS
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6-84-7088
�9 P 57
IG: RE
NIF
MARYJOHNSON
PIN 165816-84-9078
DEED NOT AVAILABLE
ZONING: RE
N/F
WILLIAM INSCORE, JR
PIN 165816-94-1078
DB 3887 P 304
ZONING: RE
19
° 17 s D."°' caaENGMERS, Inc.
Job No. 22°, Road 3 Plan & Profile V "' _ �°�° �l�d ��- �° Pmf-indE
Dw9 No. The Village at Little Creek � ' a 1233 casE ERs Welt Forestt,NotthCwlim27387
Triangle Real Estate Co. =._ , I�.I, 919-625-6755
C20 Clayton, Johnston County, North Carolina 9 or w..r n 0cuEN0�RS,'-ApY*.R-M
- - -- ----
w wr9 naleraow9nvnax er-eewlwrmt6nitam®e C -21s1
PRELIMINARY PLANS
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N C D m
m�ti �c
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6,425.0 Sq. Feet
/ t
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8,814.0 Sq. Feet
Mn: 23899
112411 �' .. -. _ > Mn:2%3IL
c zmo M OUC 219. �
/ PVT STA 4+7 o0 III out 23an ' ✓ � ✓ � � � ��
- _R PVi ELEV. 21.41 \
MH ON
WIn:23840-__.__._
In, 11:23.30 y \
nv.0ut 1.10 5'd I �, - 22
,In n: 227.88 _ sF € _ __ _ ______ _..._ _..____J 220 \
m
,111234.32
� Inv. at 217.88
a. EncaaENGINEERS, Inc.
Pro
Job No. 2201 Roads 4 & 5 Plan &Profile == ° �°�° �r��.aa�.�e. �°'"�
7 1 01111 awv M feveimel ginxn ` �Op14•. /'%y
Dwg No The Village at Little Creek 1233 Heritage Links Drive B 672� SM t
casE I EERS Wake Forest, North Carolina 27587
Triangle Real Estate Co. ; M MI."IGatleI� C ndM NEEM m. A11 Ryer
919-625-6755
.......••`0
"'•a
C21 Clayton, Johnston County, North Carolina I - a
xo o.rr,srcwaarnrnw er e■a'iauV,uovovaullm/ _ C-2151
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
91
_
(3o
273 Bd
C3tiA
360 L9 _
A6 X-_
0
260 fib i
60810
CODE
01.91 t.
x95A90
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i
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MH 838 ...
F 0'°°
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F.I.: 251.58
nv n: 241 4
M n: 24311
.Out 243.
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nv In; 244.29
Inv In; 214.28
InnV.v In; 244.28
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Rim: 245.05
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Inv In: 249.59
IOv A1: 249.b8
Ren: 275.95
InvIn: 271.05
In: 271.05
nv In: 271.- 9.11.0186.70
nv. OW: 27085 1
nv n:293.37
I nv. Out 289.17
ZK70
8 � <
M:24479
2
1 « ; _`�\
D $ r. �;
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Mn: 23899
112411 �' .. -. _ > Mn:2%3IL
c zmo M OUC 219. �
/ PVT STA 4+7 o0 III out 23an ' ✓ � ✓ � � � ��
- _R PVi ELEV. 21.41 \
MH ON
WIn:23840-__.__._
In, 11:23.30 y \
nv.0ut 1.10 5'd I �, - 22
,In n: 227.88 _ sF € _ __ _ ______ _..._ _..____J 220 \
m
,111234.32
� Inv. at 217.88
a. EncaaENGINEERS, Inc.
Pro
Job No. 2201 Roads 4 & 5 Plan &Profile == ° �°�° �r��.aa�.�e. �°'"�
7 1 01111 awv M feveimel ginxn ` �Op14•. /'%y
Dwg No The Village at Little Creek 1233 Heritage Links Drive B 672� SM t
casE I EERS Wake Forest, North Carolina 27587
Triangle Real Estate Co. ; M MI."IGatleI� C ndM NEEM m. A11 Ryer
919-625-6755
.......••`0
"'•a
C21 Clayton, Johnston County, North Carolina I - a
xo o.rr,srcwaarnrnw er e■a'iauV,uovovaullm/ _ C-2151
PRELIMINARY PLANS
NOT FOR CONSTRUCTION

487
51
_ B,Z:IB.S0+ Fay 61367 Bq. Feet 27\
�mowwrisear 7A+BA S0+Fd ' BA+9A 84 Fid/ \
26
4,3627+Sq. FW
i
p
6,701A 84 Fay B - -
ARA Bµ FW ', '� Ze
7•H285tFay i 1
`34 Pod i
1 -Pis
are
vuv®
- RG D 6 (Public
12
AA00.064 Fad g,060A
N : a#revcvs �
J 6,000.0 Sq. Few 17I : 16 19
e` eU6668a J aLe000s4F�sarr B00601gFad daooOF+r �es21.1sar. \ '
Y
NOTES _
PVISTA 1+50 W 1. ALL SANITARY SEWER MANHOLES TO BE
PVI BEV.254.00 Road 6 Plan V DIAMETER UNLESS OTHERWISE SPECIFIED.
HIGH 0+r. STA 0+2526 2. SANITARY SEWER MANHOLES GREATER THAN 17
HIGH Pr. ELEv.283.99 HORIZONTAL SCALE IN DEPTH TO HAVE A 5' DIAMETER BASE WITH
K=24.8 ADEQUATE REINFORCEMENT.
250.09 VC w 00 2s 9v 10v 20P
AD70.30 3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL
LOT CONNECTIONS FOR WATER AND SEWER
8 SERVICES.
290 r N 290
-- — — --
%w
TEED BLOW OFF END OF PAVEMENT
285 __-- -- _ 285
14 RO EXSTING GRADE
zeo k i
zeo
I 5'RCP PROPOSED ROADWAY .
CEUTERIJNE
275 �. e•apB* Oy \
275
3' GATE VALVE 8
i
i
Pvl STAi i
270 SF ----1
a - ____I Z70
\'5+00.00 ff
PVI BEV. 248.00
� K � 32 •
285 g-�E 100. VC 11 265
� 2¢PWATERLINE
260
In
NOTE USEUNDER.ECTION RRCM ENP70PASS 18'R' �{gPYMTBRIIE
255 WATER UNE I1ND6i RCP WHB/POSSBBE
255
3s
RE
ME!!
\ +R A
bias'_ r 85th
250 250
a
� AssEMelr
245 Road 6 Profile 245
m
- -_
�m ..si3
VERTICAL SCALE sk
a = CRADLE4 0 v s t0• 2v , 240
20+0 rj e6 _
235 _ _HoraOnW Scelr�e 1 :50 �'a S3 235
VatWd Scab 4:5 —f—� - _. -- ---- - -- -Bi—
I
N�<
230 230
si rq g >� m 15
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5400 5+50 8#00 8#5D 7400 7+00
Storm Drain Schedule

� /T i / _
A�
th
?
�
E AN6GREE*A
rraff mx-71
v(
_�� — — __ — J—��' F�7
/ O N
14
fj
aao
NOTES W
�cF+! eP��� ooerma 1. ALL SANITARY SEWER MANHOLES TO BE
0.0 �''l st • ," 4' DIAMETER UNLESS OTHERWISE SPECIFIED.
2. SANITARY SEWER MANHOLES GREATER THAN 17 _
IN DEPTH TO HAVE A 5 DIAMETER BASE WITH
Sanitary Sewer Outfall - Plan ADEQUATE REINFORCEMENT.
HOR[ZONTALSCA
LE 3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL
LOT CONNECTIONS FOR WATER AND SEWER
sr as 2F sr lar 2W SERVICES.
4. ALL ACCESS TO PUBLIC UTILITY EASEMENTS
SHALL HAVE A MAXIMUM SLOPE OF 4:1 (H:V) AND A
MAXIMUM CROSS SLOPE OF 2%.
5. TOP OF SANITARY SEWER MANHOLES TO BE 12'-
a a a a a a =
-- - ---- -- - -------- ----- -- - --- - '--- - -- --- — -- _ 2M 18' ABOVE FINISHED GRADE.
OMME MANHOLE
----- HwABAtVEMAN11oLE ' �
240
---
I �e�aaaaa
111A BASE WN40LE .
236
AERIAL CROSSING MANHOLE
PICAL) SEE DETAIL Q
�' OVICALSEE DETAILMANHOLE ! S DM BASE J
-- -AVERAGE 100 YEAR FLOOD ELEV/�fION (EL 222) PER FEMA MAP .— -- - �
SEE DETAIL FOR AIREAL CROSSING .
16'CARRIER PIPE (1Y P)'I.
,reH Y, ------
Ti 225
EfOBTC j 2
16' CARRIER'PIPE
I
- I
r
i
i
270
6JOF
IR 215
ss6 �s PIER AT 4SOC(SEE DETAI i6,
bbE ani s 88 Cc m
__ - -- f --------_._ -210
Y- C
= p3+ o
Y(D
ca m
R 7N5
a�
I
M60 5�'0o
54E0 6.Uo 6H60 7400 T+0 6+0 M 0000 Ii 10100 10;'60 11100 11+3012100 12100 13100 13+60 14400 1030 15+00 15150 16+0 tomo 17100 O
a $. a V
$ 1; $,$ W ss 88 a I- R83 K�
coS3 R gim 01
Sanitary Sewer Outfall - Profile
VERTICAL SCALE QQ M
9 0' 3 B 1P 2r N
`A■
V
S

260
250
245
240
235
230
225
220
215
210
los
I I
0+00 0+50 1.00 1.6 2+00 2450 3+00 3.50 4+00 4+50 5+00 54&
200
Sanitary Sewer Outfall - Profile
VERTICAL SCALE
S 0'
3 7 10 20'
NOTES
1. ALL SANITARY SEWER MANHOLES TO BE
4' DIAMETER UNLESS OTHERWISE SPECIFIED.
2. SANITARY SEWER MANHOLES GREATER THAN 17
IN DEPTH TO HAVE A 5 DIAMETER BASE WITH
ADEQUATE REINFORCEMENT.
3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL
LOT CONNECTIONS FOR WATER AND SEWER
SERVICES.
4. ALL ACCESS TO PUBLIC UTILITY EASEMENTS
SHALL HAVE A MAXIMUM SLOPE OF 4:1 (H:V) AND A
MAXIMUM CROSS SLOPE OF 2%.
5. TOP OF SANITARY SEWER MANHOLES TO BE 12' -
18' ABOVE FINISHED GRADE.
ISI
Oca
CD —m
a)U0
a)
cu
J c
C13Ll!
,13 C'A 0
-,.— (6 a) m
_c
mo
0� cu
+
~ ~co
U
rra^>
vJ

Sanitary Sewer Outfall Plan
HORIZONTAL SCALE
50 0.0 25' SP 1. 200'
/ - \ EXISTING GRADE
250 _ 250
ioin ansE Ku+HaF
215 DK
240
235
•-t$q
K
89393RC�
t91.141F lN1lI�0�Y4W0 1
230 � - I .230
i
225
^' e
8fir
225
a c c L b
SEE
220 220
210 _ _ -... 210
i
205 206
200 Hmi—W Sa1t53
Vemcal Scal.=5
4050 0101) 015D 100 1,50 2.00 2.50 7100 3150 4-00 1166 sm
5.18 1; P; II zwa8 mm ;�,,; go "88 ^m8 RP8 R 8
�«LL ��LL r^LL RxLL r�LL n�LL �iRLL R3RLL ^��.
VERTICAL SCALE
Sanitary Sewer Outfall Profile s D 3 5' 10 20.
.10 all
it
is
e �
-°-�
�� •111 J �1��)�1 4�0 -
�i""�i�/
• I �1N1�
<• N
•
260 r--- - - - _ _ _ _ _ _ 250
EXISTING GRADE
a.. 'MaE j
215
240
I
240
275
_.__.. _.. -.
i I
235
230.
215
210 --"--.._-------
215
__ ._ _..-.-- -- ----------- 210
23D
225 ' J - 1— 1--gle4m _- _ - 225
220
I �?
r� 220
p
j2
215
210 --"--.._-------
215
__ ._ _..-.-- -- ----------- 210
205
205
_ 200
195
200 — !bt®Mal Sobs^
Ve,bml So1F5
-0+50 0.00 D+50
ty�LL r�LL
1-m 1+50 2+00 2+50
��LL rrLL
Sanitary
Sewer Outfall Profile
1. ALL SANITARY SEWER MANHOLES TO BE
4' DIAMETER UNLESS OTHERWISE SPECIFIED.
2. SANITARY SEWER MANHOLES GREATER THAN 17
IN DEPTH TO HAVE A 5 DIAMETER BASE WITH
ADEQUATE REINFORCEMENT.
3. SEE TOWN OF CLAYTON DETAIL FOR INDIVIDUAL =
$$aaaasa
LOT CONNECTIONS FOR WATER AND SEWER
SERVICES.
4. ALL ACCESS TO PUBLIC UTILITY EASEMENTS
SHALL HAVE A MAXIMUM SLOPE OF 4:1 (H:V) AND A
MAXIMUM CROSS SLOPE OF 2%.
5. TOP OF SANITARY SEWER MANHOLES TO BE 12' -
18' ABOVE FINISHED GRADE.
��111.rN1y�,1
g�
F �g
b,1� if
�21Zy r.
0Pa
c
a) O �m
U
°d U a) r
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(Q En
c
CL
ca U
O)
�c (O �
�a Q) rno
c
0�0
W ~ ~ m
C)
Qi
F1 u J
U

N/F `r
REBECCA BUCKMAN
�IN 165812-8A-8015
DB4124P 3 --\ __ C
7�NNG R \'N�
�- X�11 ODRI;.
NG SPIN 58 "4
86-7 3 -� DB 35 P 1
P \ONINO\ R�
8 1 _ ��
SILT FEN E
r- SEE D IL
811\
Skimmer Basin Into
STABILIZATION TWA
Skimmer Basin # 1
Skimmer Basin # 2
Skimmer Basin # 3
Top of Berm: 257
Top of Berm: 236
Top of Berm: 235.5
10' Spillway 256
10' Spillway 235.5
10' Spillway 235
Max. Water level: 256
Max. Water level: 235.5 Max.Water Level: 235
Bottom: 254
Bottom: 233
Bottom: 232 N/F
Skimmer Outlet: 250
Skimmer Outlet 229.5 Skimmer Outlet: 223 JOEL EMORY
_
TNW 11
PIN 165812-86-6061
Skimmer Basin # 7
pv eve NaNrNaO
DB 4213 P 254\
Top of Berm: 269
STEEPER THAN 21, -YS
N/F \ZONING: R8 LL
_ ° t HAIRSTON R
Max.Spillway-268
Water level: 268
SLOPE511 OR
PIN 165812-85-4988'1 N/F
\
BottoM
Mn..m • Id8 se P.r
DB 3845 P 743 NANDRAM JAIP4SHAe-
t. DAYS
GREATER THAN SOFEET IN
UBNOTH
NIF \ZONING: R8 \PIN 16,5W2.*1- 880
Skimm:265
Skimmer Outlet: 256
N/F I
JOHNNY SANCHEZ \ i � 31� �
�
N/F
LEE CHUANG LAUI
PIN 165812-85-3963 \/ i ,�NING. R8SELENA
LY
PI 4
DB 3882 P 8
I PIN 165812-85-1839 DB 2884 P 290ZONING
,
R8t GFEN_ _
DB 4455 P 402
ZONING: R8
LAW: L1
DelY.q. rA.wroea BNNn TYp1
ZONING: R8
RMMR
RRI.f.A
`� COIISTfacnOI
I1
\ I'
LMI
vaM.N
AY: 21
wslNl Ins
s1w,Nlw
oHe.
.6IM`IIII.
19NeS.r
N/F `r
REBECCA BUCKMAN
�IN 165812-8A-8015
DB4124P 3 --\ __ C
7�NNG R \'N�
�- X�11 ODRI;.
NG SPIN 58 "4
86-7 3 -� DB 35 P 1
P \ONINO\ R�
8 1 _ ��
SILT FEN E
r- SEE D IL
811\
STABILIZATION
STABILIZATION TWA
APPLICABLE AREA ON
DESCRIPTION
sw%.V
� \\
THIS SITE
• _
;.N
NONE
NONE
HIGH D MATY
LINTER OMf)
ZQ*E5
mwo
_
Ie....�m..TAlYawrae. m.wn.e
NONE
SLOPES S1®Hi
MrN�
FasrA.ps.,.e <tD.en,
IML ro1m.1,800 d pv ev. Gi.Wrl.tl
_
TNW 11
mNER:
F«er.eoN.,.v,�ta.a..
Nn. vWmn � 1.800 cf
pv eve NaNrNaO
1 DAYS
STEEPER THAN 21, -YS
NHL w=IiF sept Oto.h
AIEALLOWED
r.. vN • ]2D tl p.r O10 eR
SLOPE511 OR
]JSAYS FOR SLOPES
Mn..m • Id8 se P.r
Oto W
t. DAYS
GREATER THAN SOFEET IN
UBNOTH
♦
MbEqu.tl.n:I�ICN^]2
Y 1
, 1
WFTH
Wet EpuOen: L�ICX^0N.
eTER A AID IIOW
IEHAtIDER OF SFIE
TfFRT 1:,
WHr Equs9m:ltWCH^]R
LAW: L1
DelY.q. rA.wroea BNNn TYp1
vaINM.
RMMR
RRI.f.A
1111E Lt -e:t
FMM 1v1«. A.q 1YYN I.mDA
LMI
DwI1
vaM.N
AY: 21
wslNl Ins
wr ,tA11N..
s1w,Nlw
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tl
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P.W.Itl1d
pAaO.AN
SM.
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1
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03
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T1Z
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115 YJm A ro
�. �►��\�
. -_
HSM
SCIS
Q�
2 0
1 ]
7
17 ]]5 61DR9.IET1
$8.50
03
]Tl
1
1512
1610
►r,
20
\
\\Mmq1401
2J 29O SIOLIIER
SNp
OJ
]�
Q0/ 'JD/ A 78
2
9
2589
14!35
f0 ]
10
Y9
]
• 590 ING"MER
TODD
03
Ta
1100 %] K tm
Ilk
II I
9991 GRAPHIC SCALE
�a
raiNeM� 4
/ GENERAL EROSION AMO EEdYENT CONTROL MOTEE: ` �C
W
/ 1. ALL CON51RUCfION 5141197MPLY WITH TOWN OF CLAYTON AND ZZ ■■
/ JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. -
2 A COPY OF THE APPROVED EROSION CONTROL PUN MUST BE ON FILE AT
/ THE JOB SITE AT ALL TIMES. O
-_- i FAILURE TO FOLLOW THE APPROVED PIAN SEQUENCE AND DETAILS "..
COULD SUBJECT THE CONTRACTOR TO FINES AND PENKTIES ISSUED BY "'"""'",•••
TOWN OF CLAYTON AND I OR JOHNSTON COUNTY.
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE
N/F PLANS PRIOR TO CONSTRUCTION. FAILURE TO NOnFY THE OWNER OF
/ ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN (]R WIDE
(AMERICAN HOMES 4 RENT / CHANGES. MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
1 PROPERTIES NINE. LLC / CONTRACTOR FOR ANY WORI(DOE DUE TO DIMENSIONS OR GRADES u
SHOWN INCORRECTLY.
PIN 165612-96-2034 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDI1CTED r d
DB 4568 P 687/
NiF UNDER THE SUPERVISIDI OF THE MOI ENGINEER p.
' / 6. VERIFY THE LOCATIONOFALL EXISTING UDUTIESPRIOR TO r/1
IN)F ` \/ KEVIN CHISEK CONSTRUCTION. EXISTING UTILITIES SHOWN ARE FROM THE BEST a
ZONING: N.8 04
UFUS GILLIA / N/F / PIN 1G5612 -9G-50' AVAILABLER NO
ANDFROM ASURVEY IM OF LIEDABOVE ASTO HE AC W U Z
LV NIF \ FEATURES. R WARRANTY IS GIVEN OR UTILITIES
AS L THE ACCURACY W
.165812-95-1955 / ! PREF ST NC,�CLC DB 4628 P 672 OF THE INFORMATION. AUEXISnNGUTILJTIESSH011lDeECONSIDEED
/ CHCS PROPERTIES, LLC/ PIN 16581A54926 \ ZONING: N.8 ACTIVITY
EIINELOATONANDVERIFIEDPRIORTOCOMMENCING u z
247 P 939 ay1 PIN 165812-. 06 C
n0 '&K PP 4 6 ` DB 4 P 162 \ 7. THE END OFEACHDAY TO ENSURE NO SEDIMENT CO lECCTTS ON
+iiLi� �0`G:RS THE ROADWAYS. v j
1 ZO I \ IMr NOTE. CONVERT TEMP /. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT � o• $ iv
` BASIN 2CONTROL MEASURES WEEILI' AND AFTER EVERY RAINFALL EVENT. WJ ,N., a a O U
9 INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY
0IIERMANENT BMP TO PREVENT SEDIMENT RUNOFF.
E
FRom 10, THE NPOES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
FU
' DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7
\� �� JOHNSTON 0. CALENDAR DAYS) AND WITHIN 24 HRS OF A.5 NCH RAN EVENT. IT WILL BE i
SB NEUSE RIVER g(J ` � i E OSION C OL THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE W
INSPECnONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, G6
INSPECT EVIDENT BY 95% VEGETATIVE GROWT14 FOR AREAS PROVIDED SEEDING.
TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE (}Ei>r\"£� -
Pt SILT F E RAFT ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
\\ \
CHECK `� ���'"' !� SEE AIL CONDUCTING *SELF INSPECTIONS' INDICATING THE DATE THE BASINS
TEMP BA,L r 2 ARE INSTALLED AND STABILIZATION MEASURES (SEEDINGMULCNING OR
' INFO TF)LJ 1'(�'T�bT IMM - FOR SL SOD) ARE NITATED. THE SELF INSPECTION' REPORTS WILL BE W
ISEE CK RT THIS : MAINTAINED ALONG WITH THE'NPDES' INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO C1
��II BE FORWARDED TO STORMWATER INSPECTOR AND ALL TEMPORARY
' \ ; R EROSION SEDIMENTATION CONTROL DEVICES REMOVFD THF
,t I CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL
PERMITS AND PUNS, 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 y pp
I m PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE ! 12 d dP d d t E
OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER EROSION
0' WIDE SPILL Y AT EL 23 SEDNENTATI PERMIT NUMBER OR MINE PERMIT NUMBER WALL BE
DISCLOSED. $
_
AS
"SLOPE 11. SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW PINTS OF DRAT ) 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 is
- } VERSION DITCH 3 THE DURATION OF CONSTRUCTION. $ e
A NFd��a��a
+ OF CLAYTO!
55812-9S-87OC TEMPORARY DIVERSION DITCHES TO BE LINED WITH
'�' �► - POLY I STRAW LINER (SC250) BY NORTH
`<1496P275 AMERICAN GREEN OR APPROVED EQUAL _
ZDNING: R8 .....,,,.
%� sroaaHE DEstm, cRrreRA £' �tii]
' / / _ / / // / ,'l l • ' ILE I. srouwlllNG AWTER413 AaAcert TOA ITCH. onANAaEVU.Y wAT1:RcamsE,
7" /�I'f/ / WETVND. SIIiEKOlt QTIQR BODY OF LIMIER 51411 tN: AVOIOm UN1E35
AN KTFJNATNE
LOCATION TION M DEM01611ATEO TORE IHUVAAAI%E. , � U
j�` / // 2ANYCONCBTRAl1�ROWLRO=LYTOArFEcrTIESttICR(PILESHALLBE � • ��
DnT31T®TDAN APARwT�I1P Sg � / / SEE L BAFFLES
1 OFT`SOE I)POMOR BOIOt01W MEAS YUET BE M COIiLWICE YYTTRI JOIWSTON
/ COIRDYARO SITE REOI,ATDNS.NI SPOLNREAS bVEIt AN ACRE ARE REQUIRED ��
DITCHBASIN 3 APRORTO ••�• A
J
/ SEE IN THIS SHEET UISR+OBAL FILL6Ft]NFLi]ODwILrs ANO aNa1CROAGUENTARFns ARE L
/j1„ PROfBT®EXCBTAs ODERMSE PRWmED 13Y SRIBSEGDON 1�-1 o -Y OF THE
WWIE COMIfY IJNEEO DEVE1DP11ENroRDIrMWNCE ICERtIFIGTION$ND PQW.TS
FOR SITE 4. SEEING OR GOVERN D STOOa'AES WITH 1AIIPE OR MULCH IB I BOLMED AND L
/�jv ✓/�'. '�/ SEE CHART THIS SH ETO�FROMR R•uRDEIaEATROSION PROBLEMS. TARPS 3"" �THE�MSTNic THE TOP OF THE Q c
S. f IS ro R FOR FUTUE U9EAFTBt PROLE M o THE
\
IIVERSION DITC�i -[
NPDES GROUND STABILIZATION:
1. SOIL STABILIZAnON WALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LANMW UkBBq
ACTMTIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEER THAN
3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION AWTH GROUND COVER AS SOON AS PRACTICABLE 8UT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTWI Y.
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANE14T
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LANOOSRHRBNG ACTIVITY.
Phase 1 Erosion Control
Disturbed Area = 772,890 SF (17.7 Ac)
--. (BUILDERS EfC.K, FWNNCWLIESPONSBIE PNRY MUST NOTIFY iNly (�
, (Q
� �, J0.14TON COUNfY OF A NW RESPONSIBLE PARrY FOR THAT SfOC1OIlE
/ S. THEAPgJED PIAN SHALL PROVIDE FOR THE USE REEDING AND to V
_ TE: CONVERT TEMP ��G DNA coNnrAlu BAsls vna>: TIE STGCRwRE Is w usE. co
BASIN i. ESTABLISH ANDAWNTAINAVEGETATNE BUFFER ATT/E TOE OF TIE SLOPE^ O
- DIV DITCH 6 / WHENE PRAr:nGAJj L.A.. �--. N Z
WITH AMS TO PERMANEI�TBMP W
UPON AFIPROV J c
r� JOH C(%'' ( BASIN REMOWL SEOL_:_- O (Q c[3 U
EROSI CONTROL ,. eCIEaAEAsrtE IEETNIa wrrH JDNSTDN co. fRVIROHIEMK ENONEEIE '+�' (D c
ECT l D� IF A BASIN CNN. BE RONVF.D. INSTALL SIT FENCING OR OTHER O
TMMPoPA­ BROSO,pI CONTROL 1EAAIRES AS NEEDED PRIOR TO REMOVK OF THE Q
c
NPDES GROUND STABILIZATION SCHEDULE 2�DE1WTiRF TBAG DB^IH U >
SITE AREA
STABILIZATION
STABILIZATION TWA
APPLICABLE AREA ON
DESCRIPTION
9edilnent Blain Desi n
FRAME EXCEPTHONS
THIS SITE
PERIYEIHt DIKES.
b1WfES DIlO�
AJD SLaPES
]DAYS
NONE
NONE
HIGH D MATY
LINTER OMf)
ZQ*E5
mwo
_
Ie....�m..TAlYawrae. m.wn.e
NONE
SLOPES S1®Hi
MrN�
FasrA.ps.,.e <tD.en,
IML ro1m.1,800 d pv ev. Gi.Wrl.tl
_
TNW 11
mNER:
F«er.eoN.,.v,�ta.a..
Nn. vWmn � 1.800 cf
pv eve NaNrNaO
1 DAYS
STEEPER THAN 21, -YS
NHL w=IiF sept Oto.h
AIEALLOWED
r.. vN • ]2D tl p.r O10 eR
SLOPE511 OR
]JSAYS FOR SLOPES
Mn..m • Id8 se P.r
Oto W
t. DAYS
GREATER THAN SOFEET IN
UBNOTH
MbEqu.tl.n:I�ICN^]2
NOME FOR
WFTH
Wet EpuOen: L�ICX^0N.
eTER A AID IIOW
IEHAtIDER OF SFIE
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/ GENERAL EROSION AMO EEdYENT CONTROL MOTEE: ` �C
W
/ 1. ALL CON51RUCfION 5141197MPLY WITH TOWN OF CLAYTON AND ZZ ■■
/ JOHNSTON COUNTY STANDARDS AND SPECIFICATIONS. -
2 A COPY OF THE APPROVED EROSION CONTROL PUN MUST BE ON FILE AT
/ THE JOB SITE AT ALL TIMES. O
-_- i FAILURE TO FOLLOW THE APPROVED PIAN SEQUENCE AND DETAILS "..
COULD SUBJECT THE CONTRACTOR TO FINES AND PENKTIES ISSUED BY "'"""'",•••
TOWN OF CLAYTON AND I OR JOHNSTON COUNTY.
4. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE
N/F PLANS PRIOR TO CONSTRUCTION. FAILURE TO NOnFY THE OWNER OF
/ ANY DISCREPANCIES PRIOR TO PROCEEDING WITH PLAN (]R WIDE
(AMERICAN HOMES 4 RENT / CHANGES. MAY RESULT IN NO EXTRA COMPENSATION PAID TO THE
1 PROPERTIES NINE. LLC / CONTRACTOR FOR ANY WORI(DOE DUE TO DIMENSIONS OR GRADES u
SHOWN INCORRECTLY.
PIN 165612-96-2034 5. EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDI1CTED r d
DB 4568 P 687/
NiF UNDER THE SUPERVISIDI OF THE MOI ENGINEER p.
' / 6. VERIFY THE LOCATIONOFALL EXISTING UDUTIESPRIOR TO r/1
IN)F ` \/ KEVIN CHISEK CONSTRUCTION. EXISTING UTILITIES SHOWN ARE FROM THE BEST a
ZONING: N.8 04
UFUS GILLIA / N/F / PIN 1G5612 -9G-50' AVAILABLER NO
ANDFROM ASURVEY IM OF LIEDABOVE ASTO HE AC W U Z
LV NIF \ FEATURES. R WARRANTY IS GIVEN OR UTILITIES
AS L THE ACCURACY W
.165812-95-1955 / ! PREF ST NC,�CLC DB 4628 P 672 OF THE INFORMATION. AUEXISnNGUTILJTIESSH011lDeECONSIDEED
/ CHCS PROPERTIES, LLC/ PIN 16581A54926 \ ZONING: N.8 ACTIVITY
EIINELOATONANDVERIFIEDPRIORTOCOMMENCING u z
247 P 939 ay1 PIN 165812-. 06 C
n0 '&K PP 4 6 ` DB 4 P 162 \ 7. THE END OFEACHDAY TO ENSURE NO SEDIMENT CO lECCTTS ON
+iiLi� �0`G:RS THE ROADWAYS. v j
1 ZO I \ IMr NOTE. CONVERT TEMP /. INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT � o• $ iv
` BASIN 2CONTROL MEASURES WEEILI' AND AFTER EVERY RAINFALL EVENT. WJ ,N., a a O U
9 INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY
0IIERMANENT BMP TO PREVENT SEDIMENT RUNOFF.
E
FRom 10, THE NPOES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL
FU
' DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7
\� �� JOHNSTON 0. CALENDAR DAYS) AND WITHIN 24 HRS OF A.5 NCH RAN EVENT. IT WILL BE i
SB NEUSE RIVER g(J ` � i E OSION C OL THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE W
INSPECnONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, G6
INSPECT EVIDENT BY 95% VEGETATIVE GROWT14 FOR AREAS PROVIDED SEEDING.
TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE (}Ei>r\"£� -
Pt SILT F E RAFT ON SITE. ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR
\\ \
CHECK `� ���'"' !� SEE AIL CONDUCTING *SELF INSPECTIONS' INDICATING THE DATE THE BASINS
TEMP BA,L r 2 ARE INSTALLED AND STABILIZATION MEASURES (SEEDINGMULCNING OR
' INFO TF)LJ 1'(�'T�bT IMM - FOR SL SOD) ARE NITATED. THE SELF INSPECTION' REPORTS WILL BE W
ISEE CK RT THIS : MAINTAINED ALONG WITH THE'NPDES' INSPECTION REPORTS. ONCE
STABILIZATION HAS BEEN ACCOMPLISHED INSPECTION RECORDS ARE TO C1
��II BE FORWARDED TO STORMWATER INSPECTOR AND ALL TEMPORARY
' \ ; R EROSION SEDIMENTATION CONTROL DEVICES REMOVFD THF
,t I CONTRACTOR IS RESPONSIBLE FOR MAINTAINING COMPLIANCE WITH ALL
PERMITS AND PUNS, 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 y pp
I m PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE ! 12 d dP d d t E
OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE
APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER EROSION
0' WIDE SPILL Y AT EL 23 SEDNENTATI PERMIT NUMBER OR MINE PERMIT NUMBER WALL BE
DISCLOSED. $
_
AS
"SLOPE 11. SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW PINTS OF DRAT ) 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 is
- } VERSION DITCH 3 THE DURATION OF CONSTRUCTION. $ e
A NFd��a��a
+ OF CLAYTO!
55812-9S-87OC TEMPORARY DIVERSION DITCHES TO BE LINED WITH
'�' �► - POLY I STRAW LINER (SC250) BY NORTH
`<1496P275 AMERICAN GREEN OR APPROVED EQUAL _
ZDNING: R8 .....,,,.
%� sroaaHE DEstm, cRrreRA £' �tii]
' / / _ / / // / ,'l l • ' ILE I. srouwlllNG AWTER413 AaAcert TOA ITCH. onANAaEVU.Y wAT1:RcamsE,
7" /�I'f/ / WETVND. SIIiEKOlt QTIQR BODY OF LIMIER 51411 tN: AVOIOm UN1E35
AN KTFJNATNE
LOCATION TION M DEM01611ATEO TORE IHUVAAAI%E. , � U
j�` / // 2ANYCONCBTRAl1�ROWLRO=LYTOArFEcrTIESttICR(PILESHALLBE � • ��
DnT31T®TDAN APARwT�I1P Sg � / / SEE L BAFFLES
1 OFT`SOE I)POMOR BOIOt01W MEAS YUET BE M COIiLWICE YYTTRI JOIWSTON
/ COIRDYARO SITE REOI,ATDNS.NI SPOLNREAS bVEIt AN ACRE ARE REQUIRED ��
DITCHBASIN 3 APRORTO ••�• A
J
/ SEE IN THIS SHEET UISR+OBAL FILL6Ft]NFLi]ODwILrs ANO aNa1CROAGUENTARFns ARE L
/j1„ PROfBT®EXCBTAs ODERMSE PRWmED 13Y SRIBSEGDON 1�-1 o -Y OF THE
WWIE COMIfY IJNEEO DEVE1DP11ENroRDIrMWNCE ICERtIFIGTION$ND PQW.TS
FOR SITE 4. SEEING OR GOVERN D STOOa'AES WITH 1AIIPE OR MULCH IB I BOLMED AND L
/�jv ✓/�'. '�/ SEE CHART THIS SH ETO�FROMR R•uRDEIaEATROSION PROBLEMS. TARPS 3"" �THE�MSTNic THE TOP OF THE Q c
S. f IS ro R FOR FUTUE U9EAFTBt PROLE M o THE
\
IIVERSION DITC�i -[
NPDES GROUND STABILIZATION:
1. SOIL STABILIZAnON WALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LANMW UkBBq
ACTMTIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
A. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEER THAN
3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION AWTH GROUND COVER AS SOON AS PRACTICABLE 8UT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTWI Y.
B. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANE14T
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LANOOSRHRBNG ACTIVITY.
Phase 1 Erosion Control
Disturbed Area = 772,890 SF (17.7 Ac)
--. (BUILDERS EfC.K, FWNNCWLIESPONSBIE PNRY MUST NOTIFY iNly (�
, (Q
� �, J0.14TON COUNfY OF A NW RESPONSIBLE PARrY FOR THAT SfOC1OIlE
/ S. THEAPgJED PIAN SHALL PROVIDE FOR THE USE REEDING AND to V
_ TE: CONVERT TEMP ��G DNA coNnrAlu BAsls vna>: TIE STGCRwRE Is w usE. co
BASIN i. ESTABLISH ANDAWNTAINAVEGETATNE BUFFER ATT/E TOE OF TIE SLOPE^ O
- DIV DITCH 6 / WHENE PRAr:nGAJj L.A.. �--. N Z
WITH AMS TO PERMANEI�TBMP W
UPON AFIPROV J c
r� JOH C(%'' ( BASIN REMOWL SEOL_:_- O (Q c[3 U
EROSI CONTROL ,. eCIEaAEAsrtE IEETNIa wrrH JDNSTDN co. fRVIROHIEMK ENONEEIE '+�' (D c
ECT l D� IF A BASIN CNN. BE RONVF.D. INSTALL SIT FENCING OR OTHER O
TMMPoPA­ BROSO,pI CONTROL 1EAAIRES AS NEEDED PRIOR TO REMOVK OF THE Q
c
NPDES GROUND STABILIZATION SCHEDULE 2�DE1WTiRF TBAG DB^IH U >
SITE AREA
STABILIZATION
STABILIZATION TWA
APPLICABLE AREA ON
DESCRIPTION
TIME FRAME
FRAME EXCEPTHONS
THIS SITE
PERIYEIHt DIKES.
b1WfES DIlO�
AJD SLaPES
]DAYS
NONE
NONE
HIGH D MATY
LINTER OMf)
ZQ*E5
]DAYS
NONE
NONE
SLOPES S1®Hi
MEASURES AID ADVICE ON WR.1EN STI£ GAN BE LSSUEO A CERNF-n OF
cOMnETIDN.
I SLOPES ARE 10 OR LE36
TNW 11
X URINE A D •SNE IDT
1 DAYS
STEEPER THAN 21, -YS
NONE
AIEALLOWED
SLOPE511 OR
]JSAYS FOR SLOPES
FLATTER
t. DAYS
GREATER THAN SOFEET IN
UBNOTH
ASEJS
N10SLOPES
NOME FOR
WFTH
14-S
eTER A AID IIOW
IEHAtIDER OF SFIE
TfFRT 1:,
]. RIDWVE BASN99IAIDA390CUTI�TBBORN2Y ONERS,OII DTTCIIES. IF
O
Q
DISCHARGE GP EPIPES IEFDTOBTIQN FOR SEEDING, PERFORM THIS OPERATION AT THISTME.
FINE GRADE AREA N PR9APAT,ON FOR SEEDING.
•
7+
�
4. PERFORM SEEDBED pRePAPATION, S®. MIACX AND AIT-TTACKANY
RESAnNG BARE AREAS WMEDLATBLY.
O
U
L
S. WHEN SITE IS FULLY STABLUED, CALL JOHNSTON COUNTY FRVNONLEMK
ENONEER FOR APP1tO�K OF RE4.T/R1G REMAININGTF]PoRMY ERWI011 DOMROL
LU 1 1
L •
MEASURES AID ADVICE ON WR.1EN STI£ GAN BE LSSUEO A CERNF-n OF
cOMnETIDN.

i
C
%I9G�A; 7i ■�III/1/I11iL1!r; r71'9.Ss; ^. '�r�['M�.�.�i

Fvoearmaa�a nem�e..m a.n rata
sw
Par
Fkari'wa
win le-zf" �^
f<rice
NaNrc:
9�a
w-
GessSactim
Vicw
Rhee
Sraw / BacxM19 o-m<n W�tl
r a �h 9a
24"
CII T FFN(:F
SKIMMER BASIN
NO SCALE
- iQ aimpao
am �� �• R W MFW
R>¢ �wOr�OFw[O I ygal M _ MiwRr.
-�'�� Y a 'N A � G1�.♦Li n} L%N11fA
ME HEW
m a ama
�mcn9
S saa .aura
mpuxo a tmr. ra' ..,
r. r -a =►
SILT FENCE OUTLET
NO SCALE
ROCK INLET PROTECTION
ENO VIEW FRONT VIEW
SURFACE DISCHARGE (SKIMMER) DETAIL
NO SCALE
NO SCALE
STANDARD DISSIPATOR PAD
NO SCALE
;><;3
CONSTRUCTION ENTRANCE
NO SCALE
COMPOST SOCK DETAIL
NO SCALE
FYpebaakma0.ral uvm aYeWnJantl
Arm. A —te y
5Hlae 1.0 plaac tical Ml-wd mwirec ary t2'
batlieu vied barn andsacuemwa9dpost
I
�Erclozve
1
� \
Tamm Wau SbamJ
w
YerioNe Depth
Shall &kmeed
PERSPECTIVE VIEW
Lhft
To Po Sopput
PV��
PVC above
PV
FIK
Sch<tlWc 4p
to with
Sbottom a,baffiegs
aue
i IYvadesat lYmaurram spacing.
PVL pia
PYC Em
gaNle Afetnvl—,
S:herh� 40
11 GrNe
PYC Tee
L N I`Pepn PVL wipe \
y
en PVC T
OnPce
U,,d., ioe P—bbu
basadon tha pod daptb during usaaa
Plo*e
_ -
n i n O
.: .
Note: Ytuall th- (Jlcon fib. baffles Ys bums
ENO VIEW FRONT VIEW
SURFACE DISCHARGE (SKIMMER) DETAIL
NO SCALE
NO SCALE
STANDARD DISSIPATOR PAD
NO SCALE
;><;3
CONSTRUCTION ENTRANCE
NO SCALE
COMPOST SOCK DETAIL
NO SCALE
FYpebaakma0.ral uvm aYeWnJantl
Ertmdevage'wYeb9mm uJeunv.J'pv�: uarFl�a
5Hlae 1.0 plaac tical Ml-wd mwirec ary t2'
batlieu vied barn andsacuemwa9dpost
25' ofst"facearea
9Gxge Nl^Hqh �I�
� \
Tamm Wau SbamJ
3Mtt'
YerioNe Depth
Shall &kmeed
,�
`
To Po Sopput
._ SPi/lle'ay
f
IwtkMrn..w
to with
Sbottom a,baffiegs
aue
i IYvadesat lYmaurram spacing.
8d. N -I-
gaNle Afetnvl—,
If the alnporary sedenertt brim wlg ba
11 GrNe
can`f [ to p'a I"st«mwata basin
I—dscepmg5tapla
of9re 1tlpth. tlla battle" tshould be
basadon tha pod daptb during usaaa
_ -
t-poran seAltwnt bast,
.: .
Note: Ytuall th- (Jlcon fib. baffles Ys bums
�� aia.l Pot
atdrzbug—detswithaWxmgoft14tH
i 2'b'Dapth
basinknot0wo W wrRbabttflesw
staged In We basins loss than 20 M1 un WNW
Bdfv ktn dhvuld besecued to the bultap
with a Wamg d v3 the bawl length.
ane sites ofG+rn pug tYlandmape stapNs
POROUS BAFFLE DETAIL
NO SCALE
ar®wraruma — � r
_ a.aF ave
W.o:ma ep.ra��
Capra
a vEw
DIVERSION DITCH
NO SCALE
Int t t
25"< f I e.ne.r
5 C." WJtli
Inflav r�
Shu[ture
Pp.p
sop.
F tl -"W�
ba k t t.
th tabil ed
u&'bpes
vwnew
d
EROSION CONTROL BLANKET
INSTALLATION DETAIL
NO SCALE
F'nt Chanter Se:ond ChanJrer
Outlet"",
25' ofst"facearea
5kimnwr
eve GeNce
Emer9enc�
._ SPi/lle'ay
f
BAFFLE INSTALLATION
NO SCALE
(`WCr'V nAIA
C13
c
Y
N �Uv
(a U m �
m cuz
OJW�
�C3
cu
'a cu N y
� =
(u rnt
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U) t.c o
F-
U
U
W

n
Q Z
W 0
=� T
co
7 = /���
WD 6/)
COD
CD
Cr
A
w b
a 7�
m Cn
�1
o�
•AaArwFA
luopmWMSawe)m pnwEP mu-dSPwpaw
&*q*e as 4p Pump 4 aM w 4 WAS Waupa sn"m -%p Pp aP4P4W
m, I Apm-Lod -M we4 wM &plpaldp-WN w pA W
'Appv-m pagdw q
Pty a4PmN QuW-8 awl P-gdgp do*ALIV MM .4 -pw gWWI
Stag W -A wPPd ppwm-w SMON pw t.M Pwdw pP�E!aSD
.44 PAouw gP4PW Ww.4 agd •44 w P WW AM AB P4.0
4 PPI4PPMr w4 PMnaw.4 uMp ewpppupPAM q 4 sm S6aMK PWuaw
wagm Pty PpWwa uWdA0PPwwq FIM PWVP FPWt(WIPE
m WI6) PAW AS LPW AV Pw 40"04 P UOPIPW WR WO PW pwp4
Wnd w szom w 40do d w PS& Ma'=W* OWE 1M 48Mw
Pty-WRdWS'P Muaq-4 a aw.001¢4&Wq*- aq-0 9
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wgdwPWl4M w WwwpPr4Mgm4p-dam Wwawgl •►
'daapwla
wwwPlgm.4wpgdq W"P-*L9#"9#IWONJG-g"*P%IV Y
'agawtpAOPwapWw.4p
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P VpP agP9 ulpW4u a 4p 4qE q maw dude wp VpPpSM IPIW4p
q1 paMPMWpw4! M 1 ap4p Pty Wo m Aa444 do I!q q PIMw
MM94LVM wd4dw Www qMN- 8.4.4.0 l NqO m 9 SPO w FWA Z
Ise p p mow Pty uop w=A m DOW w NNSp p p w so -o 'L
I amm Apppft w pw
PAM WMA MW w 4P RM (4 WwP w W dW www VGZ9W
4-0-Oq PWWA - .1 -W vw- w■4adw IFN ata Pty ow
Wap Arpwo'dW mpwP OB MM W a 040 M"gWmw.14.44
APpPSwul Fpp Aro AV pw Paw 9 am omprpAAuodutelPwdq
.hop &"-0E tp4 W
aaap 4 4wW p I aaaPPt Italat4Wnw N ApPpauu a4P w a1PIt6aA S
Pow!.
PP OWIEw Sg4aaw Im4w 4 aMpra POMP Ppm PNa1FS SPNaW'/
Irw"m P.M=* w aF
Wpgw WPW aua# Wad An p a.q pu Nor ON p d4wp4anw3'E
'Wtettnaww
wlpP R papa aapw pen pPaWww w m*w-.8 wo wag Z
.004.4
PlwIM1'gW Aap Pw'wdaW 51ptel'wW R P wadi AlawOa Pty Sao4aM't
suopv-ft UOPRM-3 U-0 A -M-1
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'4mdoM P awdWm gop49 pP'wpu aWOM10 Slaw. 409O*Wm p wnprP
■arm *&-W pn Wp P qutq pllWr wt pMwpO•p
ae4wy 7w p4WuAgaaepP4wgWwwAePM aw WS dim Pw'WE'AtgO't
m10. J..K*S UOPM4003 GMAj 1!S
940 R*-dS -'J dell >1lel qM

AERAL PPE CNOSSM
GENERAL NOES
a FuwnFwalm�WTIINe ETAEaeITnaWSCRfOEronENR1ERETE aiIOEff T1E
ror R nArron aE W rI.11OP0 w9i E01®onErE IEBI
L EOJn1Ai®JONf N1EwoFrtlNBiwILOOifRRI®EfN61NFBiMD.Bp®ETNEI
rsi Q NaTusl TRE Ei of FuIEE OOOnF NEI 10OaE Evan No EEBI FRIlELL
eEnNNNEINV®JRRaf APPIIOrQNWLgOrnIFIroAIE iszlal.AiW MRiwo
RnNlr a W L E PIEINNE E IOc1Ne TYPE ANRL N EW FN:IOa X AFalTiw O8T FO1 PFE
W: E PIEX N INFiiAORi®X E PEE Ye1100(N YW FACR.®iY 0Al. F1T101t E
aMNO1 N YrFAJ:lIi®BY aNPN ME PRpOLr102 EONL
1 COIIOEIE M0n311EE alYLENPO10r
EOIr.IEIECOIE03FIE GREEN •NFPa
MONYLalA1•INOB
M19OHEIIR0IE wleElE Mlq • i/f �AA1(I
AacWla/r.M•u
NgEIE MNI.ECOl0®R®Elf,rnEt @YENN®ATB, nENNE9AT®NDNt
O1EIf FWSE THEE W A NACfgpNIR EMNTY CEI wTJ3lYF3fEEE11l RENLPNE
nN ml1E AeaEF116 FIlA oaralll ro AEE ca o1EE NNsIAn awl E � M.waw.
w AREaIuaAErarASlwrE aecmin®ra w mN�xnNr R aTarwEealT W ro
JEK
a Auora®maElEmlesNFUEaw.e®x.
L apEgIIpELENPpLMpII�aWlppEpETON1aNt6afNEEMOaWLE11Af8tN
AgOYFIff EM TEI.9EBa6/PNOREPOR PIILINEMOLIEl/lQOAIEf ®111O0N
pEq®Ml1E WIIOEiE EMgIRENelIR11E a{OEiEyE OAE! OOIIOEagro11E
PROEOERAO SN -9a WEC�EYaBB1O1aR EKOROD WIOEIP.
l MeffIaE ENFBPNE aWLEFRIaIIIOY PErl01ELY 0A.AfE®,Frl_EOIBE
EE NnoETeIRlE�.E
0. MEBaMLEJiMIC11MLiIEELINOpPIEtAr ENLLOOrREroTE EOEBERiRNE
All R19NMLLE mrelro 0e0nE IEOIEW roOTANw LLTWTEEAIr6OrplYff I10fIJA$
TRW TIq TIEiTEO®NllaJal66NTOMl M9 aW119ElM1EArYYff PrI®IIET
MroIANEF.®N1L NOMONIX,AIEIIpDN111NADXTIFaq®taELEO®
EaeR TE EAD R TE P1E E IEf 611N0®. F Rm61®E' 11E 9a� Mg aEL E
1F81®ro ERYE nE urwTE 0 W qlr R TE M!R TE ETxm R ILID 1EINB M111
I.nIraM1 ro Am Ew wo TE IIOFIR OiEtiN JnATE saes woE WINE Pls AE ElIOBI
M9aWLEMNI®NOW GOAT®MMLVOYIEEMTE OIYa�i(ATp6
A!0`leF
.Os
r _ 100'! a E.EREmrEalElrl.tJwN
vN � vA vNJ epJ vprJ Yi �EEn•rw
�!� 1�A� •Nlw
N N N �YAw �.alPr.'
N N N N. Q♦
SI .r s YR_Brl!_!E
H M N F!!Y]PEF_.N.EEFlA
EEEi>♦Ia1Ei.rIIIARl.IIO®
N IiAONLLlAEE.
_ E®EErlErllEe
19r�1NIE�EtlELLN.FrrNNO
A111rEEOR
N N a .IipYiNrNplrll.s_EILF
! N E.Y®EwEINOSOC.iEl6lEi
P+ .NN1
I A E�IIA61rELL1rlaDIIM01.111E
u lrNlrl
Concrete Pier Detail
Crossing
inhole
vE
GAE1
IFYWFOE
W Ci0E1PEE01 IEIlEIOIM
1BIRli®ONRr1NN
EI®EEO®
� rasNWw
PIA®F01ENI
NOTES: M
1. IEEPFOF FYEIIOIELv10lEMLE ONiJ1EEPN
AOCUIYYIff ERI Ec1sE r R TE 11oRM GIIUAN
OEPNIIIaf R TpYO0RAT1 W i 7wONa
lPeXrAlllr FW RaJesAlNam�.
M RAP FML E RAFT N ACOA WME E1M O4wE iEM
1611E IIpRIN GIrM 0ENR1af ff TMrgOJTOM
rowElraNNENNlIEEr.
anuET 1Y14 FJN Res JIAYl E EIeIN®sr aa®I
M®QIaEa11W WO11016 AT EEEOYMeyN
1 RNaEBMOE PAEIEIeswREAa1TRE RrO.nTa
41;
a EENT WC1lE NalricEu®raRewaeeMs
MALMFW GllllPRaWLMFWMVI RR
AEAl1aEERaEa lNIIOFIf OEMIOINRIIEPFE
AINf LNEM N PIEY N)M lE ELL AIN HiNlf 9O6
Typ. Sanitary Aerial Crossing Plan
Typ. Pipe Section and Elevation
ai
s F IxaEE
r 1t RFEaEID
1R[ MM
FO
MNIgM
i
A
EIg1E1
NOTES
1. ®EIRrff FOpIN6NMLLwTW ONETa6
W M.1E1E P616 EM 16O1f R F R£T.
x AO1NFNil O.UfaWSE 9E9FSXTE EIOD
WA2= corARr, rN61ER1nFra Xwilel
aAIDO. W
Concrete Pier on Bedrock
Nilr
Ni1r
Fi011P
AlOd
W"
MR
-�u+rWaiwm
1RQX1®IEEPN
Avn1®NJnw
wrEREE
INraeEm
aai1E
_lr
NEW san
NEAR
Rr -�
E.m-
r aAnAalnwLL
er ��
'* � W�iW1aaE
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1 rrrEE Tn
EDiH OF PLE CW
NOTES
nEEEe.F.
®OGrENF RE®EIE
EMEBf10Ell
a MWURWWFMDWMPAR lagIEW1RLETNa
ONEIE
OIEEIa
IOTN
mM
PIE
fNI6
MIB)UMlTE FOIDrEPWYYEIEE
YIEiEG F.aTOE
N
vFl
aFp
alf"e 6rRo
oalOFn WIriBEIE 111El6E•NNIE
.■
H
H
EAENEMOrJ1iN�
w10 W I lnGY1Er. F F1�
>4
H
H
HBMN
EFEDOOE11O61®EE AIIl OPMEiIFFIOEIIE
MI
Tr
H
PAPWEIERPNNEIa®IaMLLEEAE!®XlE
MOECfea.3al
MN
N
H
W AO01®O'E
/ Tn N_FENIN
AT EIRYROE
7
2 eNEM6Pi9 FINLENEpE®roEYHW>tlW
nwaME
XFIWMi,M
W MLIY lr EI1161 Er EM4 MO1O1 Ot A COBNTa
P1NM
RATE.E
6EEAOTWAITPNCIEILNAI 901L RIBFMLEONN
AT IE1lf N 1$f i110 OEEN®8�
Z MOW MLREEJiINMFNIEaaiNiael.
Pipe Crossing Pile Cap
Casing Pipe Detail
WR=RAN
NOTES
L f1ELRM lWLLEE11a ENALEil1E0W alONMWlL
EIEEEEIRAENJJijm SWINWRR XAWML
PANTED Ar OMD B WLL E N EOEEI X TE 1aN16
OAYIOI FAEeIa ND EE6AAlOE
L dA:IIE NOFME NMSENMWIEONIE1110 S71HILAi
Era Iillr FIVE 11 E fNO P!E I/O AIf 11aAm AE
Mrll3ENEE
1awaFrTnE PWFME E�
W aEal/QE W1OIENAT
aR
l i0110YRPrEro EATAE_RTAqJETIENYFM
a0pDE1EwTIpIL
Typ. Pipe Section
MOTE JIY _
RAEFlPAYJ.mlE Al IYM WE
_tlPAlREYIMI.E•FE. ONI r'NI vN CNJ vM eRJ
O.OFFXFONAEA M
slEnmOI�OE�B wR YIIIE11Et N
PAAr �1NINIEaelYilrlleaa®w a a
EIiEN.I Elr®mi19Olg1
�_YOIifR RYiYYq YENLLE�
t IEIYIrI.I.—ATQNY]BOCw6YlE6L
EGo1w>=a oB¢N�Gd!
I� II61mIiwwLLElEIu®lh�m
_1.0e.IwE.
a FEPM_ESWIYEI
waa.Javlwom rNawam! Ea>m
N.EA.Mw mE�a A®�rl�ao�
Pile Supported Pier Detail
OETAti
r
ETNACI
e
wlIETaROL ¢uE1.am1rNE
r.r
84 rrov +
6
X
Ila S
w rTOX !
w.A ElOi p
•RIEEiO0011rFEElEi
Sm P1ESPTICJ:
N
R`
aNEwFAO
E
AFOOEPOnIr
a mmow E
P WI • CONCIEIE SIPPOR� NOSpG
1EEwm0®m_Ruq
Concrete Support Detail
O.iEtaER
EIEFIEEATFg1
nEEEe.F.
®OGrENF RE®EIE
EMEBf10Ell
NraNurluero
NairEaerRl®Bn, r
ALL_
sacrsPM
WnNEIEE
rralraara
m1EFAESE¢
OFAd®6
GrBME
IEYaEFNE9ET
FIEINENEIEII®1
•Y+....
:.
GiiaPMNEaWL
Au_
io1r:
RaFErrevranaor
.ONIIIFelOUTNELE
FEEEEAOATOE®
6GEEIiEMEO
1FWMi'NEEBI[IE
OBIIxiMYrYEr1A
W AO01®O'E
/ Tn N_FENIN
AT EIRYROE
7
NnaEIPIR
TYPrA CAW PPE PWG
nwaME
XFIWMi,M
P1NM
RATE.E
mrome T
Gi1R
110E
EI 1
UEAI mwz EmO1lIANFRAm
I
M RU"HOFMPIEARIEMIRNMOa
T maJ
101NTEELLAr E100T.
ENEOPa110a R OAYTd ami.swo
EECfi0nON
PPENIONIBRliIlOE
Casing Pipe Detail
WR=RAN
NOTES
L f1ELRM lWLLEE11a ENALEil1E0W alONMWlL
EIEEEEIRAENJJijm SWINWRR XAWML
PANTED Ar OMD B WLL E N EOEEI X TE 1aN16
OAYIOI FAEeIa ND EE6AAlOE
L dA:IIE NOFME NMSENMWIEONIE1110 S71HILAi
Era Iillr FIVE 11 E fNO P!E I/O AIf 11aAm AE
Mrll3ENEE
1awaFrTnE PWFME E�
W aEal/QE W1OIENAT
aR
l i0110YRPrEro EATAE_RTAqJETIENYFM
a0pDE1EwTIpIL
Typ. Pipe Section
MOTE JIY _
RAEFlPAYJ.mlE Al IYM WE
_tlPAlREYIMI.E•FE. ONI r'NI vN CNJ vM eRJ
O.OFFXFONAEA M
slEnmOI�OE�B wR YIIIE11Et N
PAAr �1NINIEaelYilrlleaa®w a a
EIiEN.I Elr®mi19Olg1
�_YOIifR RYiYYq YENLLE�
t IEIYIrI.I.—ATQNY]BOCw6YlE6L
EGo1w>=a oB¢N�Gd!
I� II61mIiwwLLElEIu®lh�m
_1.0e.IwE.
a FEPM_ESWIYEI
waa.Javlwom rNawam! Ea>m
N.EA.Mw mE�a A®�rl�ao�
Pile Supported Pier Detail
OETAti
r
ETNACI
e
wlIETaROL ¢uE1.am1rNE
r.r
84 rrov +
6
X
Ila S
w rTOX !
w.A ElOi p
•RIEEiO0011rFEElEi
Sm P1ESPTICJ:
N
R`
aNEwFAO
E
AFOOEPOnIr
a mmow E
P WI • CONCIEIE SIPPOR� NOSpG
1EEwm0®m_Ruq
Concrete Support Detail

I Bs,wm I
I - I-- as
— (I_ __ __ rr-ft.4—
I ,
Is
T4.p..y Comms.
F dessft1w.
s -'s -ft
ai
Is
Arlp pamvm fteft - asslowks---mis.
I W".
oss IIIII'Iss'
9lia
i
Ea
z
HIM
WEI
jMa11CLAYMN
sili w dbbd It %,b, m ft sett[ r
TPANNEFINE EMMMM ruse rnl
"ff N CUM AM CKnMM LON131MOMAL arms �
PLAN evffpow
.... . ... . ................ . . . ............... . . . . ............... . . . ................. ... .... .... .
11
L -
a
Tw- 151—
q__Q- - -
-ma-
a&D FM VARABLE GUIPM&MAIM MATM
NOTM
I. IV
-- --------
TYPICAL 80MALK eft UTUTY 8TPF
TYPICAL
IIQTS
-/2'
rX
w w
VALLEY CLITTER
GurTER
____
fg-cn0N A -A
TYPICAL SIM.CRAIR
W-TMI p4
RA
Tg.
\-Jff
qmv,�� .. e>eafe ..
NoTm
L taller ,eel w a.eexaarG tern e F vee,at .orate..
TYPICAL BM SWAY I GREENWAYS
PAVEMENT SBCTION
FOR STW
SEC"
I
is
1
TOWNfCLAYTnN
GREENWAY/BDUMAY
MVEWAYCROSSING DEME. =LfT:Z1
NOTER
� _a _ _ _.$" _ �]_ _ Balm [Ism
dart
ssi
M
W.g 2
-'a
ai
Is
LE
9lia
i
Ea
z
HIM
WEI
jMa11CLAYMN
STPWRT CROSS SBCTION —M-1 APPLICATION)
4
E �Txlm
rX
w w
VALLEY CLITTER
GurTER
____
fg-cn0N A -A
TYPICAL SIM.CRAIR
W-TMI p4
RA
Tg.
\-Jff
qmv,�� .. e>eafe ..
NoTm
L taller ,eel w a.eexaarG tern e F vee,at .orate..
TYPICAL BM SWAY I GREENWAYS
PAVEMENT SBCTION
FOR STW
SEC"
I
is
1
TOWNfCLAYTnN
GREENWAY/BDUMAY
MVEWAYCROSSING DEME. =LfT:Z1
NOTER
� _a _ _ _.$" _ �]_ _ Balm [Ism
dart
ssi
M
W.g 2

PW s�1 -
�n
t� ;. oo�t"n"•U
(I.0 am6 � fP IM�c
NOTES
- e• a.av Na SJ .tm,. r agoel .rppga In nm -raven yaraMla flHar ,pea°
ny�lah aaapMr. Ow,ap Mrb br rNnimum om Ipa OD.
apa:aaenan. tamp ozn�pan z - p000ucri ror aamaa.xron m srpr
]_ EarM YYlr ab Gammen t BpaYNI.
WATM MAIN PLPE
LAYING CONDTLTONS
z ca.da. e°e'm° o m: ° b.°`papn..me.am.M nanemam Imlwr In
Mlpener Broden °Inar ,Inn qp. M.nem. r°r °aammmi mxrramm,r�on un
Olpa Mldl°V la.p Af®/ANNA CtOn.
s. a. oral saw,�en. nmr nanM porno. �vu� a Bain
Sr Sgd11 SaMan Oxx75. SaMm 2,3 for plq p N,Inabna.
S I.o r rmll M Mnar na1M r vw.rW frtm I,anM m norm., Ball,
.r«min n ro •sr.r trm seenlr m e.lm.e m so�npa,pn.
s.rM oizie, pa,li'ap taoouns
TOWN �o� YTG®
WATER MAIN
EMBEDMENT DETARS
2 a
_ - r
_ TOWN.K"YTON
TYPICAL. PWMNi17AL WATER A.�
SEVAM =VICE SUBMiATIC
tl
FOR ALL sem FTRNOB FOR TM FITTING
TING
T I m
FOR ALL PL Ua FTRHOB
F
NOTES OeCTKMi A -A
vaa nla� nroaMm b ^ 1prmaa b anma emeMKim b wmr aM poor
yy ma
1. IlXinpa to G mmpM1] .rpppr p1M pa.4. par ro pavaq wra.
z c.nar.l. a a. mlamam ,aoo pa e n aen.
aa;a
IN STREET
LOCATION
C SETIENGS
GATEVALVE
1EM PP®BUE - 200 PAIL
.. r ererr AvrrA r
qnt a
raa4• r .ww. aw r ..��rarsla r..ern w ,err w w
L r
a. br� a . w ..a,» w. a...r wr..Jpr Ewjnr.
ar.auaw
a r .,Ir.rr r nrsrai r. a. Ma.n m a.aa
a TNa oar r apeomel• a nr.�ro e.na..
a rlelr rr .+ta. r r r.a eaaAey � rma°n,.e m,�, ewe,�c w�'�°
r r .r au.s ma aa+ri +ra eoa�n. r
As plfrtrWO
Ji
sunny E TAP
NOTES
w'a'ranlr� nAa. an .e ��_ W raa a laa ma, era Mr a a mYA,aan a ��� .mpw,. larp aq pn aw wm .w Mr a.. a niiwrn
apps., .r raaopr a n+nnn,.n a ,• ..r+r a w..+
NOTES: �...:•l. �.:.: �;
-
'®TOWN
P¢ nc Oi� rYaa - iW0 lnmrtbp-wAr -
e
3• SS zy �' E
of CLAYTON
STANDARDSCREW VALVE _
BOX DETAIL
e= I I
z ca.da. e°e'm° o m: ° b.°`papn..me.am.M nanemam Imlwr In
Mlpener Broden °Inar ,Inn qp. M.nem. r°r °aammmi mxrramm,r�on un
Olpa Mldl°V la.p Af®/ANNA CtOn.
s. a. oral saw,�en. nmr nanM porno. �vu� a Bain
Sr Sgd11 SaMan Oxx75. SaMm 2,3 for plq p N,Inabna.
S I.o r rmll M Mnar na1M r vw.rW frtm I,anM m norm., Ball,
.r«min n ro •sr.r trm seenlr m e.lm.e m so�npa,pn.
s.rM oizie, pa,li'ap taoouns
TOWN �o� YTG®
WATER MAIN
EMBEDMENT DETARS
2 a
_ - r
_ TOWN.K"YTON
TYPICAL. PWMNi17AL WATER A.�
SEVAM =VICE SUBMiATIC
tl
FOR ALL sem FTRNOB FOR TM FITTING
TING
T I m
FOR ALL PL Ua FTRHOB
F
NOTES OeCTKMi A -A
vaa nla� nroaMm b ^ 1prmaa b anma emeMKim b wmr aM poor
yy ma
1. IlXinpa to G mmpM1] .rpppr p1M pa.4. par ro pavaq wra.
z c.nar.l. a a. mlamam ,aoo pa e n aen.
aa;a
IN STREET
LOCATION
C SETIENGS
GATEVALVE
1EM PP®BUE - 200 PAIL
.. r ererr AvrrA r
qnt a
raa4• r .ww. aw r ..��rarsla r..ern w ,err w w
L r
a. br� a . w ..a,» w. a...r wr..Jpr Ewjnr.
ar.auaw
a r .,Ir.rr r nrsrai r. a. Ma.n m a.aa
a TNa oar r apeomel• a nr.�ro e.na..
a rlelr rr .+ta. r r r.a eaaAey � rma°n,.e m,�, ewe,�c w�'�°
r r .r au.s ma aa+ri +ra eoa�n. r
As plfrtrWO
Ji
sunny E TAP
NOTES
w'a'ranlr� nAa. an .e ��_ W raa a laa ma, era Mr a a mYA,aan a ��� .mpw,. larp aq pn aw wm .w Mr a.. a niiwrn
apps., .r raaopr a n+nnn,.n a ,• ..r+r a w..+
P¢ nc Oi� rYaa - iW0 lnmrtbp-wAr -
e
3• SS zy �' E
P
e= I I
NOTIM
K� rte. ��.or K r,1PC,o,u t uzso,u °we
TvwR of ¢Arrory
3/4' & r WA1ER [��IIt
SERVICE DETAIL
z ca.da. e°e'm° o m: ° b.°`papn..me.am.M nanemam Imlwr In
Mlpener Broden °Inar ,Inn qp. M.nem. r°r °aammmi mxrramm,r�on un
Olpa Mldl°V la.p Af®/ANNA CtOn.
s. a. oral saw,�en. nmr nanM porno. �vu� a Bain
Sr Sgd11 SaMan Oxx75. SaMm 2,3 for plq p N,Inabna.
S I.o r rmll M Mnar na1M r vw.rW frtm I,anM m norm., Ball,
.r«min n ro •sr.r trm seenlr m e.lm.e m so�npa,pn.
s.rM oizie, pa,li'ap taoouns
TOWN �o� YTG®
WATER MAIN
EMBEDMENT DETARS
2 a
_ - r
_ TOWN.K"YTON
TYPICAL. PWMNi17AL WATER A.�
SEVAM =VICE SUBMiATIC
tl
FOR ALL sem FTRNOB FOR TM FITTING
TING
T I m
FOR ALL PL Ua FTRHOB
F
NOTES OeCTKMi A -A
vaa nla� nroaMm b ^ 1prmaa b anma emeMKim b wmr aM poor
yy ma
1. IlXinpa to G mmpM1] .rpppr p1M pa.4. par ro pavaq wra.
z c.nar.l. a a. mlamam ,aoo pa e n aen.
aa;a
IN STREET
LOCATION
C SETIENGS
GATEVALVE
1EM PP®BUE - 200 PAIL
.. r ererr AvrrA r
qnt a
raa4• r .ww. aw r ..��rarsla r..ern w ,err w w
L r
a. br� a . w ..a,» w. a...r wr..Jpr Ewjnr.
ar.auaw
a r .,Ir.rr r nrsrai r. a. Ma.n m a.aa
a TNa oar r apeomel• a nr.�ro e.na..
a rlelr rr .+ta. r r r.a eaaAey � rma°n,.e m,�, ewe,�c w�'�°
r r .r au.s ma aa+ri +ra eoa�n. r
As plfrtrWO
Ji
sunny E TAP
NOTES
w'a'ranlr� nAa. an .e ��_ W raa a laa ma, era Mr a a mYA,aan a ��� .mpw,. larp aq pn aw wm .w Mr a.. a niiwrn
apps., .r raaopr a n+nnn,.n a ,• ..r+r a w..+
A s
2 7--f
(D
>` (DLj
cu
�U air
Z
J L11 c
0 a)
_���
cu CAL
0
•�-- a) -L
Oca
H���
U
O
e
3• SS zy �' E
gif
gipe
Q° • P'
r zai e
gix Fee � 6 pG
fa Y k�
csY a_
6, fid 4
"`
tAQ
EE ■ vy°.Sr-
�YY�•
h d a5:69 ida
_gig
Ing @1i_ „
-® TOWNofCLLYMN
TYPICAL. FLRE HYDRANT
- _ SiRFEl'S vp¢h CURB &GUTTER _
A s
2 7--f
(D
>` (DLj
cu
�U air
Z
J L11 c
0 a)
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rwrrbn raw elpp r reaN.a ral tl r.. ...sibaa
Sr arba Cal,@.
L M eiaip. 1 ren M M nea�la Iprr w r rgrr w mn
eYrlr S Mel M lwV •eIIMI Y epww r IS M y Y e elWrepn r IS
L Ilri r .ISM w Irr..r rIn (Han ne as iNm) rr "M7
SM Ylllee � 1 rM. NereYla w r aYpeyly eeel«wa IaT w M
L MIIwS Irn Y ellwtiY, Irw M tMaa SII � w yG«•Y pymPMa
L Iw V Ny IIIa0. ernheelwa b Y T 1 1 v r..p en i!m Sl IN.
'.m i *NP Baa I a I r r
ae�TO% N of CI lrt ON rn he
I TRACER
PLACCNIENT at
N� IN / .
e"iman n„� na.. «ewn hl. w I,m,l a, warp ane ry
n. etnn� b h. n000 DY�M„mu
6. Iilw grWroJ n."Aeln Nleevrer puvllla Ywnvw na PrmMea.
rM�eryaneer nnpe
ebclune hY Ker-N-Savl� r P3% elm J" loa ipe mapene. awfi
v plea uelnq I2) efalnlem n}ml rMa
TORN of CLAYTON
Mgmm
NOTES
--Op ro r J,— - mYlmen.
a. sa. aran vzm ear eYDlaal nlw�
sYin re m� li °eb•�n.lp. Tennap ro � (w .en... a s r"maren ler ane.
B. "el a�rerppM avplkdlelY, pl®arM nmbr rlwn rvm. ew asra .M .abr
N�M Np t aewr.
ive. IabrlDlaalea Nm bNv.IpSwpa ems, lml Inlprler, fe eebrbr, 5.5. OVMe (T.
harom)
anhae aPenip eny
I ban Nur100 Yrl"SiE�o. rafM� vpvSowl Iln maalae nm minnnnm
ha.een rmlla v snap r Pbae N"Ilw"mumar Y"aha+eweelnaaa
Y'. B)E Sw daal SSi10.
IS Yenlalp menu pM b r 61eM4d r aallYealar over IM.. (YaMr MmbhM s
mn.)
�, / re elnall. ope.pe
�eee; aee DDr
yl • '.. SItYp
op
rM
NOTES
are maepc blur wax..
2 Alnlo.wmaM �fiipn b aa.larm b Ilu rgiwrrs r AL1Y Cara
In Dbu w Illelle0 rl elaYl� eV � npe
aun �b)�KOa-N-SGL w r«f e(�nr r ly/ w pr. �.rl.n
ha GYacwDrW. Pb�wlpeYe Ib n .IFb wey0 .S SwY.
.. it w raaY r r eeM. b rr r Ir
man raa +e r� n�.rl Deel rra Tr .«Isai °.rr.N.11 r �yD.a
"s re.l w la- Inlwrra
S. TM 4 b"a M rpem r ar w b r pl•eM M eneeaen r M n
le a drveW aallrW b eYllerlll ro nw mmlele �. I
enn °Iww IWr.r.mla nIwYYMe, Mpewl w aan em nw Ir Pye•r
). ihb paep MW nel r uea w Mw plWa
Ir _
SECTOON A -A
lSAh110LE AF"L"TION
rw�`I r � wcxen. MIN P•ap M .� ere
rw Arerlp rM a w rr a �wl�'0ia•�O
epwl YTWI V b rheb « r retia.
R M raihr rYn ha•elr. • SOa(lS-LSL
YAM entan■
ArELLOATION a x PAVED
m n APRICATION
�$ • M wr wls
r Spm s SIE{T —
�.ralw� vm Yl.,
.� In poY
Ork"
a y'-' APPLICATION
PVC ww
IPPL.ICATICN N -I.. M
ROTI p. �.w.�hwmlal
I. �Mwa.a fn rwlwue M« m.drenbal Ivnp
pw PIP ana 1lMp N51Y o-SSae
J. Dvc heM. lelerr. n pled-aul a Hwa r rasa b N> tlom.
S.amrmp alw harp a eevniw pP mnlPly rpl Cbw a heaMnp (s..
a. 6 hMDnrvb aaw� to ~nwnM. mq. rlp qn aN a rurw hml.
_ TOWNCLAYTON
TYPICAL PVC SEWER LATffitAI-
CLF.ANOIii WITH IN-LINE WYE
L Pbw r� b Y 1.•pa D61 eal•wwl.
paw rYr aw M w aepey. nr aaarear.
3. IlNlle eYw YYY •«I r /arSeyd YeYra Ipap eYrll� eYel ey«Mer
Mqe w �. M1w ea•rra a.r M ever aal« c -am eYWIY
Sw.ly YreY rw eenra wleellely M r eey alma eer relel
wfte"re''. Plate M m
S, °wIapt «IItSl.lr 1Y ane arywr ) wfi rear Ar r IS«/ea.
). l(.Ti�lle�re Mr MneMla PIP wMrlar. rr Inbnw, 1.e1 r.w, a.S. lens
a al. I� IvPMp e..r w el«wM nue.
�TOwWNpoCw[.eAYTON
TYPICAL SHALLOW —®
PRECAST MANHOLE DHrAIL
;� f cam''' � ••�j.'', .
o�
'
s s
ail
z
aFL
g�
yay{
_ '[LT_WN of CLaY'IDm
TYPICAL RESIDPNI'IAL WATPR
SEWPR SERVICE SCID MATIC
YAM entan■
ArELLOATION a x PAVED
m n APRICATION
�$ • M wr wls
r Spm s SIE{T —
�.ralw� vm Yl.,
.� In poY
Ork"
a y'-' APPLICATION
PVC ww
IPPL.ICATICN N -I.. M
ROTI p. �.w.�hwmlal
I. �Mwa.a fn rwlwue M« m.drenbal Ivnp
pw PIP ana 1lMp N51Y o-SSae
J. Dvc heM. lelerr. n pled-aul a Hwa r rasa b N> tlom.
S.amrmp alw harp a eevniw pP mnlPly rpl Cbw a heaMnp (s..
a. 6 hMDnrvb aaw� to ~nwnM. mq. rlp qn aN a rurw hml.
_ TOWNCLAYTON
TYPICAL PVC SEWER LATffitAI-
CLF.ANOIii WITH IN-LINE WYE
L Pbw r� b Y 1.•pa D61 eal•wwl.
paw rYr aw M w aepey. nr aaarear.
3. IlNlle eYw YYY •«I r /arSeyd YeYra Ipap eYrll� eYel ey«Mer
Mqe w �. M1w ea•rra a.r M ever aal« c -am eYWIY
Sw.ly YreY rw eenra wleellely M r eey alma eer relel
wfte"re''. Plate M m
S, °wIapt «IItSl.lr 1Y ane arywr ) wfi rear Ar r IS«/ea.
). l(.Ti�lle�re Mr MneMla PIP wMrlar. rr Inbnw, 1.e1 r.w, a.S. lens
a al. I� IvPMp e..r w el«wM nue.
�TOwWNpoCw[.eAYTON
TYPICAL SHALLOW —®
PRECAST MANHOLE DHrAIL
;� f cam''' � ••�j.'', .
o�

.-z2w ofCLAIYTON
m— a� AND —
TYPICAL CATCH BASIN AND
CM INLET �W:l �HOOO.=
CONCRETE WASHOUT PIT
Na 8MM
—0
AM U& V.6 K.
CIL
Qw
cmm
, —b a wo,
840AIL
wr 06,r em rb6
—DW "Mwe—dkbwo
TOWNdClAYTON
TYPICALDRWDUM wew
idw MAIL
I.
L loz
S* 14M.
co
cc
cc
0
WAS
fn
0 75 :3
CID—(c
14—
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cl

C
v
ZONE 1 1 WSJ _ ;;.VT
TEMP DIVERS \DIS
PROPOSED 36" X 11QRCRL�l�k
ZONE 2 ROA &-S = 570
ZONE 2 IMPACT TAT L1 y
_ rf_
NOTE:
INSTALL DIVERSION DAM APPROXIMATELY 10' -15' FEET BEYOND PIPE INVERT
UPSTREAM PRIOR TO PUMPING ACTIVITES TO BYPASS STREAM
DURING CULVERT INSTALLATION PROCESS
BYPASS PIPE IMPACT APPROXIMATELY 150 LF
VEGETATIVE S40PE PROTECTION
CLASS 3 RIP RAP APRON
BURY PIPE JOELOW GRADE
L-17,W=9',T-24'
NOTE: APRON TO BEGIN CBEHIND PIPRT
EXIST. GRADE @ CENTER OF CREEK
GRASS SHOULDER
147 TOTAL
SIDE WALK
36' RCP
CROSS SECTION OF STREAM CROSSING
NTS
VEGETATIVE SLOPE PROTECTION
GRADE
R OF CREEK
FLARED END SECTION
INVERT OUT 239
CLASS 3 RIP RAP APRON
11.4W. W=2T', T=24'
NOTE: APRON TO BEGIN f BEHIND PIPE INVERT
preliminary do not use for construction
J
0
X
L1J

v
PLAN VIEW TEMP BASIN 7
NTS
LA DS
�Ax
0 1�1'114 i
-i
VIEW BASIN 4
/-ZON\E 2 IMPACT 201 SF
EX
0 f
Gb��IIYIPAC_P, TOTAL 2733 SF
-rop 0)DA44 EQ35.,j
Ce
I )U.J
�ASIN > zs
)z:9
ILIJ
as
WWW
U_
III I i I,I �� � � � ' °��
\i ►r illiil(�+ + i4119
LL.
JLOCO
-jj —
I av 9
PLAN VIEW BASIN 4 r% CAR
NTSQ.
:q
S
0 3
";�FfT!�!GINE� •�:
P. Gle
F_
UCjt 2
<
LU
Z
0
cz
m
Z
X
U-)
reliminary do not use for construction L i ULI

AVERAGE 100 YAR FLOOD ELEVff10N (EL 222) PE q FEMA MAP
SEE DETAIL FOR AIR L CROSSING
10, CARRIER PIPE P)
_, L
7
PROFILE OF SANITARY --
SEWER OUTFALL
NTS
PIER AT 45' Or, (SEE DETAIL)
AE JAL CROSSING MANHOLE
(TYPICAL) SEE DETAIL
j
16- CARRIER PIPE (TYP)
Ile PLAN VIEW OF SANITARY
•'�`�� SEWER OUTFALL
/ h NTS
ZONEC-
120 SF CONSTR. CORRIDOR
-ZONE
- 32 SF MAINT: CORRIDOR
1 -11332 SF CONSTR. CORRIDOR
A
1 A 516 SF MAINT f',ORRIDOR
I
267 SF VE`TLAN S CONSTR. CORRIDOR
-t!57-917 WETLANDS MAINT. CORRIDOR
`vt►V L — 7I& VI IVIP"111 1
rRIALCRO'SING MANHOLE
PICAL) SEE DE#AIL
I
It' CARRIER PIPE (TYP)
0 SF WETLANDS CONSTR. CORRIDOR
t� 4 PIER,
I �
J
preliminary do not use for construction
X
W
J
J
Q
LL
bf
SE -
�C�U
w
= 13 _
?�0 m€
w 4
,,c�`i
F
��NGiNEE91 ��,�
215w Lu
GE� ���
Illllllt ttt`
F --CMD
I
M
C L p
l0
U
preliminary do not use for construction
X
W