20180859 Ver 1_401 Application_20180618

Preliminary ORM Data Entry Fields for New Actions 2 0 1
80 8 5 8
SAW — 2018 - 00646 BEGIN DATE [Received Date]:
Prepare file folder ❑ Assign Action ID Number in ORM
1. Project Name [PCN Form A2a]: Cottage Green Subdivision
2. Work Type: Private Institutional ❑ Government ❑ Commercial F1
3. Project Description / Purpose [PCN Form 63d and 63e]:
The purpose of this project is to develop a single family residential subdivision.
4. Property Owner/ Applicant [PCN Form A3 or A4]: HWY 601 Development LLC; POC William Laffoday
5. Agent / Consultant [PCN Form A5 — or ORM Consultant ID Number]: CWS; POC: Mr. Daniel Roberts
6. Related Action ID Number(s) [PCN Form 135b]:
7. Project Location - Coordinates, Street Address, and/or Location Description [PCN Form 131b]:
located southeast of the Highway 601 and East Highway 74 intersection, in Union County, North
Carolina. 34.966515, -80.501867
8. Project Location -Tax Parcel ID [PCN Form 131a]: 09125134 and 09158001
9. Project Location —County [PCN Form A2b]: Union
10. Project Location — Nearest Municipality or Town [PCN Form A2c]: Monroe
11. Project Information — Nearest Waterbody [PCN Form 132a]: Richardson Creek
12. Watershed / 8 -Digit Hydrologic Unit Code [PCN Form 62c]: 03040105
Authorization: Section 10 ❑ Section 404 V Section 10 & 404
Regulatory Action Type:
❑Standard Permit
✓ Nationwide Permit # 29
❑ Regional General Permit #
❑ Jurisdictional Determination Request
D C L 0 W M
D
JUN 1 9 2018`
D - A RUR ES
401 & BUFFER PERMITTING
1-1
❑Pre -Application Request
Unauthorized Activity
0 Compliance
❑ No Permit Required
Revised 20150602

13
Office
W A r�9pG
;✓1 'P
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
1a. Type(s) of approval sought from the Corps: IN Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps?
❑ Yes
N No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General
401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
Permit
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
Yes No
For the record only for
❑ Yes
Corps Permit:
N No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
N No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
N
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
N No
2. Project Information
2a. Name of project:
Cottage Green Subdivision
2b. County:
Union
2c. Nearest municipality / town:
City of Monroe
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
HWY 601 Development LLC
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
William Laffoday and Charles Saleh
520 Eagleton Downs Drive Suite D
3d. Street address:
3e. City, state, zip:
Pineville, NC 28134
3f. Telephone no.:
704-907-6767
JUN 1
9 2018
3g. Fax no.:
N/A
3h. Email address:
[e-mail]
401 UFF
P R MIR IN
Page 1 of 13
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
p Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Daniel Roberts
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
04-527-1177
5f. Fax no.:
04-527-1133
5g. Email address:
[e-mail]
Page 2 of 13
PCN Form — Version 1.4 January 2009

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
9125134 and 09158001
1b. Site coordinates (in decimal degrees):
Latitude: 34.966515° Longitude: -80.5018670
1c. Property size:
75 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Richardson Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin Pee Dee 03040105 (HUC)
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 project area consists of an undeveloped forested parcels with on-site elevations ranging from 500-590 feet above mean sea
evel (Figure 2). Land cover within the project area consists of mixed forest, shrub/scrub, and woody wetlands (Figure 3).
ccording to the United States Department of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil
Survey of Union County (Figure 4) and the NRCS Historic Soil Survey for Union County (Figure 5), current and historic on-site
oils consist of seven different soil types (Figure 4). Of the on-site soils, none are listed on the Web Soil Survey as containing
ydric inclusions. A review of the NWI GIS layer depicts one potential freshwater pond occurring on site (Figure 6).
3b. List the total estimated acreage of all existing wetlands on the property: 0.77 ac
c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 2,979 If
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct a single family residential subdivision. This project will provide residential housing for
the Charlotte, North Carolina metro area to meet the growing demand for housing due to population growth.
3e. Describe the overall project in detail, including the type of equipment to be used: (see next page)
Page 3 of 13
PCN Form — Version 1.4 January 2009

3e.
The project proposes to construct a single family residential subdivision. All proposed impacts related to this
project are included in this PCN as a single and complete project, though the construction of the proposed
subdivision may occur in phases. Proposed impacts to jurisdictional waters include 120 If of permanent
stream impacts, 40 If of temporary stream impacts, and 0.05 ac. of wetlands. Activities affecting waters of the
U.S. include permanent and temporary fill for road crossings, grading, and construction access. Sewerline
crossings will be installed as aerial crossings with riprap keyed to existing grade above ordinary highwater
mark and will not result in additional impacts (Exhibit A). Stormwater outlets will discharge less than 50 feet
from top of bank and riprap will be keyed to grade to stream banks above the ordinary highwater mark and wi
not result in additional impacts (Exhibit B). All work will be constructed in the dry utilizing stream pump
around methods within the footprint of the proposed work (Exhibit E). Proper sediment and erosion control
measures will be used to minimize disturbances to downstream waters in accordance with Water Quality
General Certification (WQC) #4139 and NWP #29. Typical inspected and regularly maintained mechanized
equipment will be used for construction activities in jurisdictional waters.
Page 4 of 13
PCN Form — Version 1.4 January 2

4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
0 Yes 0 No ❑ Unknown
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
Comments:
4b. If the Corps made the jurisdictional determination, what type
0 Preliminary 0 Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Daniel Roberts
Carolina Wetland Services
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Preliminary Jurisdictional Determination was submitted on April 5, 2018 (SAW -2018-00646). A site visit was conducted on
April 27, 2018 by David Shaeffer and all features were verbally verified. As of the time of this permit submittal a PJD has not
been issued.
5. Project History
5a. Have permits or certifications been requested or obtained for
Q Yes 0 No Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
0 Yes No
6b. If yes, explain.
Page 5 of 13
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
2 Wetlands 0 Streams — tributaries El Buffers 0 Open Waters 0 Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tempora
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f. Area
of
impact
(acres)
W1
p
Fill
Headwater
Yes
404
0.05
W2
W3
W4
W5
W6
2g. Total Wetland Impacts:
0.05
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (f)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
39
Impact
length
(linear
feet)
S1
P
Culvert
Stream SC
PER
Corps
3
120
S2
T
Fill
Stream B
INT
Corps
5
40
S3
S4
3h. Total stream and tributary
impacts
160 If
3i. Comments: Permanent impacts to streams total 120 linear feet. Temporary impacts total 40 linear feet.
Page 6 of 13
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 indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tempora
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
O4
-
Choose One
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d.
Wetland Impacts (acres) Stream Impacts (feet)
5e.
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 vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number-
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1
-
Yes/No
B2
-
Yes/No
B3
-
Yes/No
B4
-
Yes/No
B5
-
Yes/No
B6
-
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 7 of 13
PCN Form - Version 1.4 January 2009

D. Impact Justification and Mitigation
1. Avoidance and
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
order to avoid and minimize impacts to jurisdictional waters of the U.S., the Cottage Green Subdivision site was delineated
or to developing the site plan, and the proposed site plan was designed to avoid the jurisdictional features to the maximum
tent practicable. On-site waters of the U.S. were delineated, and a Preliminary Jurisdictional Determination site visit occurred
April 27, 2018 (SAW -2018-00646). Unavoidable permanent impacts to on-site jurisdictional features are limited to 120 linear
st of streams and 0.05 acres of wetlands. The configuration and density of the project has been designed to avoid waters of
U.S. to the greatest extent practicable while still meeting project goals.
minimize impacts to jurisdictional waters while meeting the goals of the project, a "No Build" alternative was considered. The
perty is being purchased for the purpose of providing more residential housing to meet the growth and demand of an area in
nroe experiencing significant population growth. A "No Build" option would not meet the project goals of providing necessary
ising to meet the current demand. Therefore, the No Build Alternative was eliminated from further consideration.
order to avoid and minimize impacts to Wetland WB to the greatest extent practicable, low and no impact alternatives were
nsidered (Exhibit F, Sheets F3 and F4). While Alternatives 2, 3, and 4 would result in 0.048 ac., 0.025 ac., and 0.0 acres of
:tland impacts respectively. These alternatives were deemed to dangerous as they would result in 8-11 ft high retaining walls
areas highly susceptible to erosion. Due to the potential danger to human life, these altematives were removed from
nsideration. Impacts to jurisdictional waters have been reduced from initial designs by relocating a stormwater pipe west of
)nd 1 to reduce impacts from 0.01 acres to 0.0 acres (Exhibit F).
Impacts to Jurisdictional Waters
ne C is on the north side of Stream B which bisects the entire project area and cannot be avoided by design practices. The
gnment of Road Crossing 1 was chosen as it allows the road to cross at a nearly perpendicular angle and allows for ingress
d egress throughout Zone C with a single stream crossing. No impacts are proposed at this location as a bottomless culvert
I be utilized. Utility lines will be connected to Zone C in the fill placed above the bottomless culvert and will result in no
pacts. Detailed information about avoidance and minimization through construction techniques can be found in Section D.1.b.
this permit and Exhibit C. Additional information about avoidance and minimization of Stream B through design practices can
found in the Construction Access paragraph below.
)ad Crossing 2 is designed to cross Stream SC at a near perpendicular angle to gain access to the northwestern portion of
ine B (Exhibit E). Aftemative analysis revealed that due to City of Monroe grading and buffer requirements for roads, impacts
waters of the U.S. are unavoidable to access this portion of Zone B. Stream SC is a straightened channel that conveys
iters from Pond A and Wetland BB to Stream B. Installation of a 76 linear foot 24 -inch RCP culvert and associated riprap will
suit in permanent impacts to 120 If of Stream SC.
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. (Continued)
)sed impacts to Wetland WB total 0.05 acres of permanent fill for grading. These impacts are unavoidable as the
atives create hazardous conditions to human life (Exhibit F). Detailed information about alternatives can be found in the
atives 2-4 paragraph above. Additional information about avoidance and minimization of Wetland WB through construction
iques can be found in Section D.1.b of this permit.
o gain access to Zone C a temporary stream crossing will be constructed at an existing ford in the intermittent portion of
tream B (Exhibit D). This location was chosen for a temporary construction crossing because of the lower value intermittent
ow regime, existing conditions of bed and bank structure from the existing ford, and minimal riparian buffer (Attachment C,
hotograph 19). Additional information about avoidance and minimization of this crossing through construction techniques can
e found in Section D.1.b of this permit.
Page 8 of 13
PCN Form — Version 1.4 January 2009

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Multiple construction techniques are proposed that will further minimize and avoid designed impacts. All work will be conducted
in the dry in accordance with NC WGC #4139. A sewer line will be installed in the western portion of the project limits to connect
he proposed subdivision's sewer line with the City of Monroe. An aerial sewer line will be installed at this location to avoid
emporary impacts to 40 linear feet of Stream A (Exhibit A). A bottomless culvert will be installed at Road Crossing 1 to reduce
impacts to Stream B from 111 If to 0 If (Exhibit F, Sheet CV -2A).
Grading Limits W1
Proposed impacts to Wetland WB total 0.05 acres of permanent fill for grading. These impacts are unavoidable as the
alternatives create hazardous conditions to human life (Exhibit F). Detailed information about alternatives can be found in the
Alternatives 2-4 paragraph above. A 12 inch perforated CPP wrapped in filter fabric and stone shall be placed in the footprint of
he wetland to be filled to allow groundwater flow and connectivity to unimpacted downstream wetlands.
Construction Access S2
To gain access to Zone C a temporary stream crossing will be constructed at an existing ford in the intermittent portion of
Stream B (Exhibit D). This location was chosen for a temporary construction crossing because of the lower value intermittent
ow regime, existing conditions of bed and bank structure from the existing ford, and minimal riparian buffer (Attachment C,
Photograph 19). Prior to installing the Class B riprap and washed stone #5 or 57 for this temporary crossing, the stream bed will
be lined with filter fabric to ensure all placed riprap can be removed and stream bed restored to pre-existing contours.
Typical inspected and regularly maintained mechanized equipment will be used for construction activities in jurisdictional
waters. Proper sediment and erosion control measures will be used to minimize disturbances to downstream waters. Design,
installation, operation, and maintenance of all sediment and erosion control measures shall be equal to or exceed the
requirements specified in the North Carolina Sediment and Erosion Control Manual.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project?
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose One
Quantity:
3b. Credits Purchased (attach receipt and letter)
Type: Choose One
Quantity:
Quantity:
Type: Choose One
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:
Page 9 of 13
PCN Form — Version 1.4 January 2009

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:
S. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) —required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
❑ Yes ® No
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
>25%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
Page 10 of 13
PCN Form — Version 1.4 January 2009

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:
The Stormwater Management Plan is being designed in accordance with the NCDEQ Stormwater Design Manual.
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Monroe
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is thisproject?
City of Monroe
01 Phase II
3b. Which of the following locally -implemented stormwater management programs
Ca NSW
apply (check all that apply):
0 USMP
0 Water Supply Watershed
C3 Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
E3 Yes 0 No
attached?
4. DWQ Stormwater Program Review
0 Coastal counties
0 HQW
4a. Which of the following state -implemented stormwater management programs apply
0 ORW
(check all that apply):
0 Session Law 2006-246
C7 Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
0 Yes O No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
0 Yes 0 No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes 0 No
Page 11 of 13
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
p Yes 0 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
0 Yes 0 No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
0 Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
O Yes 0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
C1 Yes t8t 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
0 Yes 0 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.
This is a single and complete project that will implement appropriate stormwater control measures and not result in
cumulative impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater will be treated off-site at the Monroe WWTP.
Page 12 of 13
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
p Yes N No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes N No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
United States Fish and Wildlife Service (USFWS) Endangered and Threatened Species and Species of Concern by
County for North Carolina online database for Union County and North Carolina Natural Heritage Program (NCNHP) Data
Explorer. Field visits on March 5 and 20, 2018 determined that no appropriate habitat for Threatened and Endangered
species was present on the site (Attachment E)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes N No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http://www.habitat.noaa.gov/protection/efh/habitatmapper.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 N 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?
North Carolina State Historic Preservation Office HPOWEB Map Service accessed at htti)://gis.ncdcr.gov/ht)oweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
N Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
There will be no change in elevation within the FEMA floodplain. An aerial sewer crossing and stormwater outfall will be
placed within the FEMA floodplain outside of jurisdictional waters and all riprap will be keyed to existing grade (Exhibits A and
B).
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Nos. 371054400J and 3710545400J
,r r
%
6.18.2018
Mr. Daniel Roberts_
%
Applicant/Agent's Printed NameDate
Applicant/Agent's Signature (Agent's signature is valid
only if an authorization letter from the applicant isprovided.)
Page 13 of 13
PCN Form — Version 1.4 January 2009

Cottage Green NWP 29
Attachments
ATTACHMENT A:
Deed
June 18, 2018
CWS Project No. 2018-0076

BK 07050 PG 0793
Tax Lot No.
FILED ELECTRONICALLY
UNION COUNTY NC
CRYSTAL D. GILLIARD
FILED Nov 09, 2017
AT 03:19:00 PM
BOOK 07050
START PAGE 0793
END PAGE 0794
INSTRUMENT M 33148
EXCISE TAX $3,924.00
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax $3,924.00 Recording Time, Book and Page
Parcel Identifier No.
09-125-134
Verified by County on the day of 20
The property herein conveyed does not include the primary residence of the Grantor.
Mail after recording to Grantee
This instrument was prepared bylohn L. Hazlehurst, 5925 Carnegie Blvd, Ste. 200, Charlotte, NC 28209
Brief description for the Index 75.961 acre tract, Charles Marion Braswell Property, Plat Cabinet N, File 835
THIS DEED made this 3rd day of November 20 17 , by and between
GRANTOR
Palmetto RTC, LLC, a South Carolina limited liability
company
30 Chinaberry Circle
Hilton Head, SC 29926
GRANTEE
Hwy 601 Development LLC, a North Carolina limited
liability company
Property Address: 1915 Pageland Hwy. (U.S. Hwy. 601)
Monroe, NC 28112
Tax Bill Address: 520 Eagleton Downs Drive, Suite D
Pineville, NC 28134
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.q. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
certain lot or parcel of land situated in the City of Monroe Township,
Union County, North Carolina and more particularly described as follows:
BEING all of that 75.961 acre tract entitled "Charles Marion Braswell Property" as shown
on plat map dated August 17, 2017 by Russell L. Whitehurst PLS, recorded in Plat Cabinet N
at File 835; Union County Public Registry.
submitted electronically by "wazlehurst & Blake, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the union county Register of Deeds.

BK 07050 PG 0794
// concurrent herewith
The property hereinabove described was acquired by Grantor by instrument recorded.r Beek at page
A map showing the above described property is recorded in Map Book Plat Cab. N page File 835
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Easements, rights of way, covenants, conditions and restrictions of public record as of the date hereof.
2. The lien of 2017 ad valorem taxes, to be paid at closing.
IN WITNESS WHEREOF, the Grantor has hereunto set his hand and seal, or if a corporation/limited liability company,
has caused this instrument to be signed in its company name by its duty authorized officer/Manager(s), by authority of its
shareholders/membership, the day *d yqr first above written.
Palmetto RTC, LLC, a South pl' a limited (SEAL)
.
liability c ny _- _
(SEAL)
tI
SEA - STAMlN
NORTH CAROLINA, iMe K -J w_ to County.
lal
t, a Notary Public of the County and tepforesaid, certify that.. Clifford Hopkins
/yj q
E O � personally came before me this day a % n % edged tha�� 0. f e� �rp�lmetto RTC, LLC,
a South Carolina limited liability company, and that by
y y g company, foregoing 13 y Manager
=
authority duly given and as the act of the tom an the fart oin instrument was signed in its name b its ...._------
Witness
. _- .-. .
O Witness my hand and official stamp or seat, this 3,46( day of _ m �{ , 20 17
My commission expires: 01A 11 ��t 7 QZ.J _ Notary Public
NORTH CAROLINA, _ _ _ _ County. f
1, a Notary Public of the County and State aforesaid, certify that
Grantor,
personally appeared before me this day and acknowledged the execution ofthe foregoing instrument Witness my
hand and official stamp or seal, this day of _ _ . _ '20
My commission expires: Notary Public
The foregoing Certificate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book and Page
shown on the first page hereof.
REGISTER OF DEEDS FOR _ COUNTY
By _ Deputy/Assistant-Register of Deeds

Cottage Green NWP 29
Attachments
ATTACHMENT B:
Agent Authorization Form
June 18, 2018
CWS Project No. 2018-0076

AGENT CERTIFICATION OF AUTHORIZATION
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representative(s) 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.
representing, IKV 64 '0-0/
hereby certify that I have authorized Daniel Roberts of Carolina Wetland Services, Inc. to act on
my behalf and take all actions necessary to the processing, issuance, and acceptance of this
request for wetlands determination / permitting and any and all standard and special conditions
attached.
We hereby certify that the above information submitted in this application is true and accurate to
the best of our knowledge.
pm—
Agent's
signature
4/4/2018
Date
Completion of this form will allow the agent to sign
all future application correspondence.

Cottage Green NWP 29
Attachments
ATTACHMENT C:
Figures 1-7
June 18, 2018
CWS Project No. 2018-0076

A
Kentucky
Tennessee
South Carolina
Georgia
1nt+n sc- Monroe
F
T
r
Virginia
}� , uh v�° .sy 74
w
N Af
t]
Wingate r"
G:\Team Dnves\Consulting Team Dnve\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision SiteUDlArcGIS\Figuret_Viscinity.mxd
Legend
® Project Limits (75 ac.)
5,000 2,500 0 5,000 Feet
REFERENCE: BACKGROUND VICINITY MAP PROVIDED BY ESRI, 2018.
SCALE:
1 inch = 5,000 feet
DATE:
4/5/2018
CAROLINA
WETLAND SERVICES
Vicinity Map
FIGURE NO.
1
7
CWS PROJECT NO.
2018-0076
DRAWN BY:
MLS
Cottage Green
Union CountyOf
Monroe, North Carolina
DINATES:
965515, -80.501867
E
CHECKED BY:
CAG
G:\Team Dnves\Consulting Team Dnve\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision SiteUDlArcGIS\Figuret_Viscinity.mxd

4
z
1
2
t�
t
i
o'
Legend
Project Limits (75 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S). MONROE AND WINGATE, NC (2017).
SCALE: DATE: FIGURE NO.
1 inch= 2,000 feet 4/5/2018 USGS Topographic Map
CWS PROJECT NO DRAWN BY: 2
2018-0076 MLS Cottage Green of
E
ES: CHECKED BY. CAROLINA Union Couny
5515, -80.501867 CAG WETLAND SERVICES Monroe, North Carolina 7
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision Slte\JD\ArcGIS\Figure2_USGS.mxd

GATeam Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision SiteUDlArcGIS\Figure3_Aerial.mzd

?M U 1 r ' '
t �
pile
C�;t �-
3
_ r
r
- � t:. �-.. ,, s3s.,. t 4 8a:1
f;' E Old Hwy 74 (- r; 7
v �f
ft
1
Old Pigstand Mine Rd
H,rth Sch
Hit
f r17B
1
� Ute1,i E3
�... �' ��.;t, � ^,., ✓
F
e Hwy 601
i�.yEt
Par Gsj g T as - dC2
NC
to 1P Eaf: t'• +I f�� .z
Rai ; J r# ti FiatA GsO
; r
CmH
ft Mh
tf
..�
/ Rack
Ic
P
-- -� ✓ —� A
r j
T r t-rr,F3
lx� Legend -
Project Limits (75 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE USDA: NRCS HISTORIC SOIL SURVEY" OF UNION COUNTY. NC. SHEETS 23, 24 ,28, AND 29, DATED 1996.y`,
SCALE DATE: USDA-NRCS Historic Soil SurveyFIGURE NO.
1 inch = 2,000 feet 3/8/2018 C
CWS PROJECT NO. DRAWN BY: of Union Count 5
2018-0076 MLS « Cottage Green Of
COORDINATES: CHECKED BY: CAROLINA
34.965515, -80.501867 CAG WETLAND SERVICES Union County 7
Monroe North Carolina
G.\Team Drives\Consulting Team Dnve\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision SiteUD\ArcGIS\Figure5_HistoricSoils.mxd
Sod Unit Name and.000 Ilion Hyditte
Coverage %)
BaB
Badin chane sift loam 2 to 8 percent slopes
No
38 10
BdB2 Badin channery silty clay loam, 2 to 8 percent slopes, moderately eroded
No
2.50
BuC
Badin-Urban land complex, 8 to 15 percent slopes
No
0.80
CmB Cid channery sift loam. 1 to 5 percent slopes
No
27.10
GoE
Goldston very channery silt loam, 15 to 45 percent slopes
No
4.70
GsC
Goldston-Badin com le 8 to 15 percent slopes
No
10.10
TeB
Tamm ra Ily sift loam, 2 to 8 percent slopes
No
18.70
Total Coveragel Coverage
100.0
lx� Legend -
Project Limits (75 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE USDA: NRCS HISTORIC SOIL SURVEY" OF UNION COUNTY. NC. SHEETS 23, 24 ,28, AND 29, DATED 1996.y`,
SCALE DATE: USDA-NRCS Historic Soil SurveyFIGURE NO.
1 inch = 2,000 feet 3/8/2018 C
CWS PROJECT NO. DRAWN BY: of Union Count 5
2018-0076 MLS « Cottage Green Of
COORDINATES: CHECKED BY: CAROLINA
34.965515, -80.501867 CAG WETLAND SERVICES Union County 7
Monroe North Carolina
G.\Team Drives\Consulting Team Dnve\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision SiteUD\ArcGIS\Figure5_HistoricSoils.mxd

pp�� �OOS�vELZ �i �V�\PN
1a
Y��
<1 "rF
1 STpRF
REFERENCE: NATIONAL WETLAND INVENTORY DATA PROIVDED BY UNITED STATES FISH AND
NALDLIFE SERVICE FOR NORTH CAROLINA, ACCESSED 2017.
BACKGROUND LAYER(S) PROVIDED BY UNION COUNTY GIS DEPARTMENT, DATED 2017.
w
c�
g
rn
W
w
tom.
Legend
® Project Limits (75 ac.)
Roads
National Wetland Inventory
MFreshwater Forested/Shrub Wetland
Freshwater Pond
Lake
1,000 500 0 1,000 Feet
SCALE: DATE FIGURE NO.
1 inch = 1,000 feet 3/22/2018 National Wetland Inventory c
CWS PROJECT NO: DRAWN BY: 6
2018-0076 MLS Cottage Green
COORDINATES: CHECKED BY: CAROLINA Union County �f
34.965515, -80.501867 CAG WETLAND SERVICES Monroe, North Carolina 7
G:\Team Drives\Consdting Team Dnve\2018\2018 ConsuHing Projects\2018-0076 Oakton Subdivision Site\JDWrcGIS\Figure6_N\M.mxd

Cottage Green NWP 29
Attachments
ATTACHMENT D:
Construction Plan Set
June 18, 2018
CWS Project No. 2018-0076

-1�
SCALE 1 "=40'
INV:
485.19
/ ss
EXIST. SS \` n'� / \
SEWER MH l � v 55 �'
TOP -498.00
- EL: 486.31
NAG OECB 498
STABILIZATION �D �_�_ — — — — �_� _�'� r.._i• — —
`BLANKET — — — —• lam. '� �—
�-� JURISDICTIONAL —
' STREAM TOP �; \
� •- _�- OF BANK=
5 FEET WIDE - \
-'- � ter/•_ i =- .! � / ( I - \
i ' fir
EXISTING \
( `� ✓\�-\ / (� \ _ �'to_ WETLAND TO
REMAIN \ \
\LD Lo UNDISTURBEDqk
\
zz
\ \ \ _� �� 1 APRON \ mp . SILT FENCING 40
'ZZ
\ \
` �7Z Z�� ` (SEE DETZZ
AIL) ,_ ROWS \ �1� \ \ ■•�
Lo Lo am
as
ir
LIMITS OF `�, \ `� i L
Awb•'.�
� \\ �_ - - DISTURBANCE •� +7f/moi � `� \�= � � � ( .�'!p� `-
zz
�(
NOTE: SANITARY SEWER SHEET TITLE:
AERIAL CROSSING PLAN SEWER AERIAL PLAN VIEW
PROJECT NAME
DESCRIPTION: EXHIBIT A
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 CITY OF MONROE, NC
DWG REF: DRAWING NO:
DRAWN BY: DJG F-VGHEER"GCO 7svLTAN7s 2017068-D9
,y ;("4 29-
GRHSN464) SCry7
feaew sv-sva;�rec:roaf =w,--s,a- ADDENDUM NO.
CHECKED BY: REG WN1V.(.R1YaNGWSRNY .COM EXHIBIT A

SCALE "= 50' HOR/Z.
SCALE I"- 10 ' VERT.
o�
Qoco
co "t
X+O)^
W0 `t Z
� 0w
520
510
500
rn
tD . 00
oo..
n't �.
N + m i-� t�
a� �z O a
_
NO TE SANITARYSEWER
SHEET
AERIAL CROSSING PROFILESEWER
2�yy'�+r
AERIAL PROFILE \vT(g&
PRO✓ECTNAME
DESCRIPTION.- EXHIBITA >
LL
COTTAGE GREEN SUBDII/lS/ON
GRA Y PROJECT NO: 2017068D
GY
HWY 601 (PA GELA AID HIGHWA Y)
CITYOFMONROE, NC
06-01-2018
DATE.-
DWG REF'.
DRAWING NO
DRAWN BY DJG
LAVI.ArKE"NGCOASELT4A7s
q=YII.I:Nl.1( NOAL f:NNM'1'I(lY..%: f96m
2017068-D9
ADDENDUM NO
CHECKED BY.REG
,,„(,.�N.,,r.,.�(..-.:FN(.',:.,'((,,,
EXHIBIT A 1
♦
129.36'
..
490
8" DIP ®0.50
�
♦
8" P ®0.50
i
STACKABLE
PIERS TO36,
146.62'
SUPPORT
AERIAL SEWER
480
Ak
LIMITS OF
WETLANDS
6)
N
(O c
Lo
O
N
N
N
I-
a
co
00
t`
00
C'7
0)
co
0
r-
0
dp
00
0)
0+00
0+50
1+00
1+50
2+00
2+50
NO TE SANITARYSEWER
SHEET
AERIAL CROSSING PROFILESEWER
2�yy'�+r
AERIAL PROFILE \vT(g&
PRO✓ECTNAME
DESCRIPTION.- EXHIBITA >
COTTAGE GREEN SUBDII/lS/ON
GRA Y PROJECT NO: 2017068D
GY
HWY 601 (PA GELA AID HIGHWA Y)
CITYOFMONROE, NC
06-01-2018
DATE.-
DWG REF'.
DRAWING NO
DRAWN BY DJG
LAVI.ArKE"NGCOASELT4A7s
q=YII.I:Nl.1( NOAL f:NNM'1'I(lY..%: f96m
2017068-D9
ADDENDUM NO
CHECKED BY.REG
,,„(,.�N.,,r.,.�(..-.:FN(.',:.,'((,,,
EXHIBIT A 1

TOP OF PLACED RIPRAP
SHALL MATCH GRADE
PRIOR TO CONSTRUCTION
WITHIN STREAM BANKS.—
EXISTING/FINISHED
GRADE
GEOTEXTILE FABRIC,—
INSTALL PER
MANUFACTURER'S
RECOMMENDATRIONS
RIPRAP TO BE INSTALLED
TO THE HIGH WATER MARK
OF THE CREEK OR EDGE OF
WETLAND AREA
PLACE RIPRAP
20' WIDE
CENTERED OVER
PIPELINE N
RIPRAP z
WETLAND/CORPS
JURISDICTION
SEE
PLAN
HIGH WATER MARK/ EDGE
OF WETLANDS
NOTES:
1. GEOTEXTILE FABRIC SHALL BE MIRAFI FILTERWEAVE FW 500 OR APPROVED EQUAL.
2. RIPRAP SHALL BE HARD QUARRY OR FIELD STONE AND SHALL BE OF SUCH
QUALITY THAT IT WILL NOT DISINTEGRATE ON EXPOSURE TO WATER OR
WEATHERING. STONE FOR HAND PLACING TO A THICKNESS OF 12 INCHES SHALL
RANGE IN WEIGHT FROM A MINIMUM OF 25 POUNDS TO A MAXIMUM OF 150
POUNDS. AT LEAST 50 PERCENT OF THE STONE PIECES SHALL WEIGH MORE THAN
60 POUNDS. THE STONE PIECES, EXCEPT SPALLS SHALL HAVE A MINIMUM
DIMENSION OF AT LEAST 12 INCHES.
3. HEAVY DUTY RIPRAP SHALL BE USED AND PLACED AT A THICKNESS OF 24"
MINIMUM, WHERE SHOWN ON THE PLANS. HEAVY DUTY RIPRAP SHALL BE d50= 9"
WITH A MAXIMUM SIZE OF 12", AVERAGE SIZE IS 9", MINIMUM SIZE OF 6" AT LEAST
50% OF THE STONE PIECE SHALL BE LARGER THAN 9".
4. THE SLOPE UPON WHICH THE RIPRAP IS TO BE PLACED SHALL BE WORKED TO
PROVIDE A CONSISTENT SLOPE FROM JUST ABOVE THE PIER TO THE HIGH WATER
MARK OF THE CREEK OR EDGE OF WETLANDS. DEPRESSIONS SHALL BE FILLED IN
AND PROPERLY COMPACTED.
5. RIPRAP PLACEMENT SHALL BEGIN AT THE TOE OF THE SLOPE AND PROGRESS
UPWARD. EACH PIECE SHALL BE PLACED BY HAND PERPENDICULAR TO THE
SLOPE AND SHALL BE FIRMLY EMBEDDED AGAINST THE SLOPE AND ADJOINING
PIECES. THE SPACE BETWEEN THE LARGER PIECES SHALL BE FILLED WITH
SPALLS OF SUITABLE SIZE WHICH SHALL BE RAMMED INTO PLACE. THE FINISHED
SURFACE SHALL PRESENT AN EVEN, TIGHT SURFACE TRUE TO LINE, GRADE AND
SECTION.
RIPRAP STABILIZATION AT SEWER
AERIAL CROSSING DETAIL
(N.T.S.)
NO TE: SANITARY SEWER AERIAL
CROSSING EMBANKMENT SECTION
DESCRIPTION.- EXHIBI T A2
GRA YPROJECT NO,
DA TE.-
DRAWN BY. -
CHECKED BY.•
2017068D
06-01-2018 GIA Y
DJG EVGlVEWNGC0ANVLTAN7S
REG
SHEET
SEWER AERIAL SECTION DEM
PROJECTNAME
COTTA GE GREEN SUBDIVISION
HWY 601 (PAGELAND HIGHWAY)
CITYOFMONROE, NC
DWG REF I DRAVdNG NO:
ADDENDUM NOj EXHIBIT A2

/ ss
ss
Ar \\ \ \ SCALE 1 "=40'
EXISTING �''~ •�.� — — — �~ \ \ \ \ \
492.1 STREAM/BANKS
TO REMAIN
UNDISTURBED
JURISDICTIONA
�— STREAM TOP \
— — OF BANK =
/ 5 FEET WADE
LIMITS OF
DISTURBANCE r \ _
\ \ \
SILT FENCING
ROWS
d50=9" RIPRAP
STABILIZATION
so
IN NON-JD _ t + 4�
7 / DITCH OUTLET ! / .� \ +
x
00000,
ss
-00
00
.000ir 1#
Rr
sesPQ IVO. 1 \ / �,/>� /�'
NOTE: POND NO. 1 RIPRAP OUTLET SHEET TITLE:
PROTECTION AT POND OUTFALL POND NO. 1 RIPRAP OUTLET PLAN VIEW
PROJECT NAME:
DESCRIPTION: EXHIBIT B1
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 Gj" yCITY OF MONROE, NC
DWG REF: DRAWING NO
DRAWN BY: DJG EWWEE"N G09NsczTAN7s 2017068-D9
.Ya PIL[:RI. - GRh:F.NYlLL6'. RCagao-
vn:(8-N)aura-,-F. :(861)-18 ADDENDUM NO
CHECKED BY: REG NM14Y.GRAIF.NCA'RRRA'GCOA EXHIBIT Bl

\� .\ `\ )Its'►,,\\\\�`\\\\ \
\\\) \ \
Sim \ \ • \ \ \ 1 t \ \ \ \ \\ EXISTING \� — �.�• — `
r \ �►�\ \ \ \ \ �\ \ \) 1 r \ \ \ \ \ \\
ST
REAMBANKS
•� \ \ \ ( \ \ \ \\—
�' \ \ \ \\ \ \ TO REMAIN \ JURISDICTIONA
\\ \ ) / UNDISTURBED STREAM TOP _ -� �- �• l
( t �'�► `�6•\ )` OF BANK= i._�«!.■_.�.■+��`v!
F, \ Ir i/ l ( `� 5FEETWIDE — — — — —� —
\ 1)\
00=9"RIPRAP
�► \\ STABILIZATION—
I I ` IN NEW POND f \ �� —/ / ' 1 ` \ 526.7
OUTLET 273.
r (SEE DETAIL) \ �. _ \ 1 x /
RSILTOWFENCING — 53�L�� \\
( _ J LIMITS OF X
3. I ) i U ��` ( DISTURBANCE ' — -
i r t 4D 527.
It
-.
J
TOP -0F BERM .�38:00L `
,i`.{
----
r \ _
NOTE: POND NO.2 RIPRAP OUTLET SHEET TITLE:
PROTECTION AT POND OUTFALL POND NO. 2 RIPRAP OUTLET PLAN VIEW
PROJECT NAME:
DESCRIPTION: EXHIBIT B2
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 Gy CITY OF MONROE, NC
DWG REF: DRAWING NO
DRAWN BY: DJG E%umBEuNGQ7N9ULTAN7S 2017068-D9
—064)vr��Gt�r. 6,0u a 87 ADDENDUM NO
CHECKED BY REG WNNSGRA\2NG,MfihR/NGCOM EXHIBIT B2

SCALE 1 "=40'
J \
/
' 500.1
r "
" T
/ • ! DISTURBANCE
SILT FENCING
d50--9" RIPRAP , / I ROW—
'
STABILIZATION—
\ IN NEW POND
\ \ OUTLET , , ! ( / / / !' / / �. i r " - - - --
\ \\ \ (SEE DETAIL) �n• I / 1 � V a
r•,r ! 'r
EXISTING—
STREAM/BANKS I i !/ / \,�+ (
TO REMAIN ( \ \ \ •\�
UNDISTURBED ( ( ' \ ! \ \\ \\ \\\• ` I )
♦ JURISDICTIONA1 \ \\\
STREAM TOP \\ \\\\
♦ OF BANK=
�. 5 FEET WIDE
\ \ ` '� •• '` I `\+ \\ I+�\,1'11`1 \,\\ \ \ i ' \► \ 1
NOTE: POND NO. 3 RIPRAP OUTLET SHEET TITLE
PROTECTION AT POND OUTFALL POND NO. 3 RIPRAP OUTLET PLAN VIEW
*� PROJECT NAME:
DESCRIPTION: EXHIBIT B3 COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 CITY OF MONROE, NC
DWG REF: DRAWNG NO.
DRAWN BY: DJG LNGINLERINGCOATSULTAN" 2017068-D9
P/L(:A/M 80A0CRAWM1'L1F., W:,g6o+
CHECKED BY: REG NNlaaraon FAx./aeq,q s/e; ADDENDUM NO EXHIBIT B3
K 'W.GRAiENGMEF.R/NG.COM

TOP OF PLACED RIPRAP
SHALL MATCH GRADE SEE
PRIOR TO CONSTRUCTION PLAN
WITHIN STREAM BANKS.
EXISTING/FINISHED PLACE RIPRAP
GRADE 20' VIDE
CENTERED OVER
PIPELINE �?
RIPRAP z
z
WETLAND/CORPS
JURISDICTION EOTEXTILE FABRIC,
INSTALL PER
MANUFACTURER'S
RECOMMENDATRIONS
HIGH WATER MARK/ EDGE
OF WETLANDS
RIPRAP TO BE INSTALLED
TO THE HIGH WATER MARK
OF THE CREEK OR EDGE OF
WETLAND AREA
NOTES:
1. GEOTEXTILE FABRIC SHALL BE MIRAFI FILTERWEAVE FW 500 OR APPROVED EQUAL.
2. RIPRAP SHALL BE HARD QUARRY OR FIELD STONE AND SHALL BE OF SUCH
QUALITY THAT IT WILL NOT DISINTEGRATE ON EXPOSURE TO WATER OR
WEATHERING. STONE FOR HAND PLACING TO A THICKNESS OF 12 INCHES SHALL
RANGE IN WEIGHT FROM A MINIMUM OF 25 POUNDS TO A MAXIMUM OF 150
POUNDS. AT LEAST 50 PERCENT OF THE STONE PIECES SHALL WEIGH MORE THAN
60 POUNDS. THE STONE PIECES, EXCEPT SPALLS SHALL HAVE A MINIMUM
DIMENSION OF AT LEAST 9 INCHES.
3. HEAVY DUTY RIPRAP SHALL BE USED AND PLACED AT A THICKNESS OF 24"
MINIMUM, WHERE SHOWN ON THE PLANS. HEAVY DUTY RIPRAP SHALL BE d50= 9"
WITH A MAXIMUM SIZE OF 12", AVERAGE SIZE IS 9", MINIMUM SIZE OF 6" AT LEAST
50% OF THE STONE PIECE SHALL BE LARGER THAN 9".
4. THE SLOPE UPON WHICH THE RIPRAP IS TO BE PLACED SHALL BE WORKED TO
PROVIDE A CONSISTENT SLOPE FROM POND OUTFALL PIPE TO THE HIGH WATER
MARK OF THE CREEK OR EDGE OF WETLANDS. DEPRESSIONS SHALL BE FILLED IN
AND PROPERLY COMPACTED.
5. RIPRAP PLACEMENT SHALL BEGIN AT THE TOE OF THE SLOPE AND PROGRESS
UPWARD. EACH PIECE SHALL BE PLACED BY HAND PERPENDICULAR TO THE
SLOPE AND SHALL BE FIRMLY EMBEDDED AGAINST THE SLOPE AND ADJOINING
PIECES. THE SPACE BETWEEN THE LARGER PIECES SHALL BE FILLED WITH
SPALLS OF SUITABLE SIZE WHICH SHALL BE RAMMED INTO PLACE. THE FINISHED
SURFACE SHALL PRESENT AN EVEN, TIGHT SURFACE TRUE TO LINE, GRADE AND
SECTION.
RIPRAP POND OUTFALL STABILIZATION
DETAIL
(N.T.S.)
NOTE- RIPRAP POND OUTFALL SEC TION SHEET
.� POND OUTFALL SECTION DEM
''yds PROJECT NAME
DESCRIPTION: EXHIBIT B4
COTTAGE GREEN SUBDIVISION
GRA Y PROJECT NO: 2017068D HWY 601(PA GELAND HIGHWA Y)
DA TE- 06-01-2018 GRA YCITY OF MONROE, N C
DWG REF: DRAWNG NO:
DRAWN BY.- DJG FVCLIVEE"NGCOANULT.4N75 201706&Dg
y�Plr.l:A,MAo,ro r:R,. as it=q s,x� ' NO
ADDENDUM
CHECKED BY.• REG EXHIBIT B4

STRUCTURE NO.
DIA
LD
W-1
W-2
10' MIN
D;o
C.V.
NATURAL GRADE
A
d
NCDOT CLASS I RIP-RAPWIDTH
18"
23'
4.5'
24.5'
25"
X
26
UO
T_ W2 wl
i I I
50'
25'
I I
LAYER OF 1:2 MAX SLOPE
22"
9"
NOTE : MIN H 2/3 PIPE FILTER FABRIC MATCH EXISTING GRADED
YO
18"
L_ A
25'
25'
SECTION A—A PLAN
9"
21
RIP—RAP APRON
FOR FLARED END SECTION
CONSTRUCTION SPECIFICATIONS
A. BOTTOM GRADE SHALL BE DA Y
B. SIDE SLOPES 2:1 OR FLATTER.
C. SIDEWAL S SHALL EXTEND UP AS SHOWN ON THE PLANS BUT
NOT LESS THAN TWD -THIRDS THE PPE DIAMETER.
D. THERE SHALL BE NO OVENFSM ALL FROM THE ETD OF THE APRON USE UNO OGWR FROM NO gnmHT AND OMFON conga MMRML FOR DESIGN MTA
TO THE SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE qmp WT v R H
PAVED OR RIP -RAPPED SHALL BE UNDERCJT SO THAT THE INVERT
OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHALL
HAVE A CUTOFF TO TIDE WALL AT THE DOWNSTREAM DO.
E APRON DIMENSIONS ANO RIP -RAP SIZE OR CONCRETE THICKNESS
MUST BE AS SHOWN ON THE PLANS.
F. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE
BOTTOM WIDTH OF THE RECEIVING CHANNEL AT THE OUTLET
PIPE. WHICHEVER IS GREATER, OR 3 TIMES THE DIAMETER. ao Htw W Tc
G. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED N THE Id " am
T. 13Y Aw
RECEIVING CHANNEL SHALL NOT BE ALLOWED. b . liNOfN K w RIP MIDI JW
H. NO BENDSCR CURVES IN THE HO RRONAL AUG LAMENT OF WT '_ M OF WWaH.
THE APRON WILL BE PQMITTED. v OO ff f1AIWD
I. FILTER FABRIC TO BE MEM SONO OR APPROVED EQUAL
J. THICKNESS OF RIP -RAP TO BE 1' OR AS NOTED
BY THE D4GtNEER-
REVlSIONS
RIP RAPAPRONFOR F.E.S
CITYOFMONROE
°"°"�°�" "°°"c ""
NO, DATE DESCRIPTION
DRAWN BY: JAM DATP.: O&o7-0]
'
CH>:�D BY: MNL scALe: N.T9.
n �`;,�
..,�..:
ENGINEERING DEPARTMENT
DETAIL. 03.05.01
STRUCTURE NO.
DIA
L
W-1
W-2
T
D;o
C.V.
SO
18"
23'
4.5'
24.5'
25"
9"
26
UO
18"
50'
25'
25'
22"
9"
21
YO
18"
25'
25'
25'
22"
9"
21
NOTE: RIPRAP POND OUTLET
SHEET
CITY RIPRAP DEM
PRO TEC TION DE TA IL
''�►
PROJECT NAME
DESCRIPTION: EXHIBIT B5
COTTAGE GREEN SUBDIVISION
GRA Y PROJECT NO: 2017068D
�RAy
HWY 601 (PA GELA ND HIGHWA Y)
CITY OF MONROE, AIC
06-012018
DA TE:
DWG REF:
2017068 -SS
DRAWING NO'.
EXHIBIT B5
DRAWN BY- DIG
F-WLVEERINGCONSULT.AN7S
tYfi� IR6l1l9.�3,. t,i.fX: (SeJI 9'-Sf"'
w,,,,.T.R.,,,. f.f..Ff:R,.. f ff��
ADDENDUM NO
CHECKED BY: REG

\b��
7.00 \\ \ \ \\ \ vv
EXISTING \ \ \••r_� \ \ \
\ \ \ \ \\ \ \ \ } STREAM/BANKS \ r• + `\ \ \ \ I I 1 ' /
TO REMAIN SILT FENCING \ N
r UNDISTURBED ROW\\:\�,\ \ \ I I .pI I /
\ \ \ \\ \\ \ \ \ \ \\ \ \ LIMITS OF \ \ \ \ I 1 rei
♦' \ \ \ \ \\ \ \ \ _ \ \ \\ DISTURBANCE \♦\ ` \ \ V '' 1 \ 1 1
\ Y
SILT FENCING
ROWS
\ \ RETAINING WAL \ \
8,0' WITH EROSION I \ \ 1 \
\ \ BLANKET ON \ \ \
r \ \ \ \ \ `- \ \ SLOPES
78.5' NEW ARCH
�y61 — \ CULVERT \ \\ \
REFER TO
DETAILS
LIMITS OF
DISTURBANCE \
w �� \ \ \ \ \ ♦ \\ \\ �� I I 1 �1 SILT FENCING \ 6
\ \ � \ v \ \\ \\ �: ♦ \ \ \ 1 1\ } ROW \ \``
\ 54 - 00
V\ \
\ l\ 0 \ ` '�''' \ \ \ \ \ \ RSl
OWSENCING \ •\ \ \ \ \\ \\ \
53 00
LARY
I O UT X \ \ ` " \ \SILT FENCING
TAIL) `� " �\ •\ \ \\
ROWS
\\JURISDICTIONA \ } \ 1 I/ „\ \
1 ► * ♦ STREAM TOP
711 S.F. " `•\ OFBANK=
-0.
��++ \ `� \ 5 FEET WIDE (1 (l _ / \ x
\ \ 0.dV A(�. 1 ""�►" } `\\\\\\\\\\ \ \ \� 1�\`\ter �/l \�
44.3'56
! I
54 / 0'S.F
5 A.,
!
NOTE: PERMANENT BOTTOMLESS ARCH SHEET TITLE
CULVERT FOR NEW ROADWAY BOTTOMLESS ARCH CULVERT PLAN VIEW
PROJECT NAME.
DESCRIPTION: EXHIBIT Cl COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 CITY OF MONROE, NC
DWG REF: DRAWING NO:
DRAWN BY: DJG E GE1EE 1NGcaysULTAN7S 201706&Ds
:yv ("4)--
"4) Roan. cleRrmu.fi, scayso
em. tes���-ao.-ras: rRrwt ar,-s+e+ ADDENDUM NO EXHIBIT Cl
CHECKED BY: REG MM14M1V.e.Ra YF..vf.LYfi RIA'GdDM

ALLAN?AJM STRUCTURAL PLATE SINGLE RADIUS ARCH 20 SPAN A B•3' RISE A
76,5 LF LENGTH..ISW PLATE TH00CSS. TYPE IV ROB 27' O C
16N FILL 2.5 FT
MAX FILL T!0 FT
FINISHED OPEN AREA- T24A $O FT
ROAD ELEV.
z
FIW SMEO GRADE PROP. ELEVATIONS
"I
Lu
v z
Lu
C7 G
4�
E-
513 TOP OF STRUCTtA9E
PLATE
VFLANMODUL
G
MOOULGE
AR BLtiCN.
WALL
O
EXISTING EXISTING
V +G
GRA 19 R
TOP OF
TOP=5161
TOP=5141
OF
FOOTING STREAM ELEV SgSi
BOTTOM 51 ] �
�gtll per-
T
9' HATTER FOR
MODULAR BLOCK
.... .
WALL
75'-6
EXISTING
EXISTING
iR- 1 -
NOTE: PERMANENT BOTTOMLESS ARCH
SHEET TITLE
PROFILE — NO CHANGE TO STREAM ELEVATION
BOTTOMLESS ARCH
PROFILE VIEW
PROJECT NAME:
DESCRIPTION: EXHIBIT C2
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D
HWY 601 (PAGELAND HIGHWAY)
CITY OF MONROE, NC
06-01-2018
DATE:
DM REF:
DRAWING NO:
DRAWN BY: DJG
EN"vEERINCC"SULTANM
P—R,A,RDAD.GRR6NY P,RGaPbo
PA: �R6A)a4hym+F.LC: (Rb�)sg+-S+A�
2017068-D9
ADDENDUM NO
CHECKED BY: REG
N941Y.GRAYh,'.Yf.F.YF,'fiRING.CDA/
EXHIBIT
C2

_
u«««« «c<f««<««sc «.<«««««<Z«<.< s« o•;i<K««<�c te.<sct� <`«itc«a«<««T<«c<L« « « «««<sew�ayc«<
x Nor
�y_�'---� _ LIMITS OF
-- ^�=.�x�rrRiisl ■ sem■
x x'i>'�>�� _ DISTURBANCEin
mW mi
FENZw
CING
ROW
----
-- -
321F - 24" RCP
WASHED
EXISTING— _
\ PIPE @1.25%
_
STONETo
STREAMA3ANKS
REMAIN
S
UNDISTURBED END 24" RCP
TEMPORARY STREAM CROSSING
PIPE, IE 530.35
(SEE DETAIL) -AFTER USE RESTORE
— —
yGINAL CONTOURS
ORI
19
— -
x 529.9
X END 24" RCP
_ SILT FENCING LIMITS OF53 —
PIPE, IE 530.75
D A
— — ROWS DISTURBANCE
533.4 STREAM TOP
EROSION X
b FEET MADE
MLormLD
WAN LD 10111111 LD
a
-- - - - - - - - --
-- --
_ ____
-
54 1
68 =
67-- -
66 6000 S.F.
_ 7000 S.
• " `6'� � 6000 S.6" 0.14
- 6000
S.F.
A�.'% AC. -
• - 6000 S.F.
.14 )
NOTE: TEMPORARY STREAM CROSSING PLAN
SHEET TITLE:
UNTIL PERMANENT CROSSING INSTALLED
TEMPORARY STREAM CROSSING PLAN VIEW
PROJECT NAME:
DESCRIPTION: EXHIBIT D1
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D
G ]rCITY
HWY 601 (PAGELAND HIGHWAY)
OF MONROE, NC
06-01-2018
DATE:
DWG REF:
2017058-D9
DRAWING NO
EXHIBIT Dl
DRAWN BY: DJG
Elv"V EUNCQONSUL7ANn
LL4Rt.N ROAM GRF'RNITLLF., SC ss6"�
,.m�•.�RA�Rk�mFFR,..-�.�„
REG
ADDENDUM NO
CHECKEDBY:

NOTE.
DESCRIPTION:
GRA Y PROJECT NO:
DA TE:
DRAWN BY. -
CHECKED BY.'
TEMPORA R Y S TREA M
CROSSING DETAIL
EXHIBIT D2
2017068D
06-01-2018
DJG &'VGmEERINC L10NSULTAN7S
REG
SHEET
CITY TEMPORARY STREAM CROSSING DEVK
PROJECT NAME
COTTAGE GREEN SUBDIVISION
HWY 601 (PA GELA AID HIGHWAY)
CITYOFMONROE, NC
2017068 -SS
DRAVVING NO'.
EXHIBIT D2
NOTES
1.
REMOVE THE STRUCTURE WHEN NO LONGER NEEDED.
(NOT TO EXCEED 1 YEAR).
2.
AS A MINIMUM, DESIGN THE STRUCTURE TO PASS 2 YEAR
PEAK FLOW WITHOUT OVERTOPPING.
I5 a #52
3.
ENSURE THAT DESIGN FLOW VELOCITY AT THE OUTLET
WASHED STONE
Of THE CROSSING STRUCTURE IS NON-EROSIVE FOR THE
0.1.
RECEIVING STREAM CHANNEL.
4.
CULVERT IS BACKFILLED WITH STONE.
STREAM BANK
e' WASHED STONE
LINE CREEK BOTTOM WITH
FILTER FABRIC.
TDP BANK pop 00
RIP RAP
0 0 0 0 0 0 0 0 0 0
CLASS B
1/2 PIPE DIA. OR 12'
WHICHEVER IS GREATER.
IP RAP
NOTES:
ENGINEER TO SIZE PIPE (SEE NOTE 2)
INVERTS, SLOPE AND MATERIAL
PRO1.
PIPE SCH
ADDITIONAL MEASURES MAY BE REQURIED PER THE CITY ENGINEER
CROSSISN
FOR C.
FOR EACH
BASED ON SPECIFIC SITE CONDITIONS.
7 MINIMUM PIPE LENGTH IS 20'.
REFERENCE: CITY OF CHARLOTTE LAND DEVELOPMENT STANDARDS
RRVLSIONS
<
STREAM CROSSING
< mOR � p `n
LYlL- !1L\j/
CITY OF MONROE
UpMClMPIl1 RPva CJ<hL4
FILE: I:ft psD twIwDe dM®uaVDemL
NO. DA7B DESCP=ON
DRAWN BY: DRO DATE: 0I"
CDECK n BY: 7NL SCALE: TLT.S.
PRdPi<1011_�
ENGmEERmG DEPARTm_ENT
DETAIL 03.22.01
NOTE.
DESCRIPTION:
GRA Y PROJECT NO:
DA TE:
DRAWN BY. -
CHECKED BY.'
TEMPORA R Y S TREA M
CROSSING DETAIL
EXHIBIT D2
2017068D
06-01-2018
DJG &'VGmEERINC L10NSULTAN7S
REG
SHEET
CITY TEMPORARY STREAM CROSSING DEVK
PROJECT NAME
COTTAGE GREEN SUBDIVISION
HWY 601 (PA GELA AID HIGHWAY)
CITYOFMONROE, NC
2017068 -SS
DRAVVING NO'.
EXHIBIT D2

MOM
:mss
II
SEEM
ON 'Zoallow AO Air
ITUM00 ONINYVA
aVOH HHOIS WHA V 109 AAR
NoisWaansMV9 (mo
MO T09,Uffl)
1796.55
r vwo
---- ------- ---------
--
Kazuo HDVJ.LOD
NrLdInOUTIS
N1713'29*W
1796.55
---- ------- ---------
--
p
Rd 121%
le 19

� a EXISTING
SILT FENCING \ LIMITS OF STREAM/BANKS
ROWS r DISTURBANCE TO REMAIN --
,.. UNDISTURBED 538.5
X
7.2 /
LD x SCALE 1"=40'
� l Y Y Y
16
9
x �
SILT FENCING : - —
_� —\ 6/ ROW
i 6 24' NEW RIPRAP
/
12 AC. x OUTLET
— — — -"— — _ x' L PROTECTION
72
x
D50=9" SIZE 5637-S. F.
6000 S.F. x16 4 �,�� 7� 0.13 ACLo.
_ _
0.14 \ !x� ,\\ ' 6 63 1 S,F. — — _
wo AC: ,
1
76' NEW 24" RCP
'. i • ` PIPE CULVERT
\ TOTAL 120 FEET
I STREAM IMPAC j
1
6.5
I
20' NEW RIPRAP
PROTECTION
D50=9" SIZE�� #
OI J �g , � 542.60 °101=�` #
78I I ► i' W1
9
770 S.F. 6701 SAF. t x6 �1 1
°n 0.18,AC.l
0.15 AC. , 1 76
I SILT FENCING 9
ROWS 19245 S.
JURISDICTIONA \
STREAM TOP \ i 9
OF BANK = LIMITS OF 0.21 A.
2 FEET WOE ' DISTURBANCE \ 1
NOTE: PERMANENT 24" RCP PIPE CULVERT SHEET TITLE:
UNDER NEW ROADWAY 24" RCP CULVERT PLAN VIEW
PROJECT NAME.
DESCRIPTION: EXHIBIT E1 COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 GJM yCITY OF MONROE, NC
DWG REF: DRAWING NO
DRAWN BY: DJG F-vGPiRFA7,yCCONsvLTAN7S 201706&D9
CHECKED BY: REG ❑.µnM1>ay-so„ .,h'(faeia -'" ADDENDUM NO EXHIBIT El
f'.C.R11E.\'C.I.\' YI\C COM

JGV
-70 -60 -50 -40 -30 -20 -10 0
570
560
550
540
530
5201 +10 +20 +30 +40 +50 +60 +70
PROFILE - NEW 24" RCP CULVERT
SCALE 1"=20'
NOTE: PERMANENT 24" RCP PIPE CULVERT
UNDER NEW ROADWAY
DESCRIPTION: EXHIBIT E2
GRAY PROJECT NO: 2017068D
DATE: 06-01-2018
DRAWN BY: DJG
CHECKED BY: REG
EVGLVF RINGCONSL2PAN75
SHEET TITLE:
24" RCP CULVERT PROFILE VIEW
PROJECT NAME.
COTTAGE GREEN SUBDIVISION
HWY 601 (PAGELAND HIGHWAY)
CITY OF MONROE, NC
DVgG REF: DRAVNNG NO
2017068-M
ADDENDUM NO EXHIBIT E2

�\ \\
\ \ ErQ
XISTING (�(�4977
\ \ STREAM/BANKS g X r ����++� u ��
TO REMAIN 497.2 1 — ♦7fa!/ I a�� FV
/ EXISTING UNDISTURBED X
WETLAND TO ---
\ REMAIN
\\ UNDISTURBED 497.7—
NEW
97.7-
NEW FILL SLOPE \\\
\ \ / IMPACT TO
l / 35 F WETLAND \
1 ` 497.3
SILT FENCING
ROWS \ \ \ 1 X \ \
—`
4s B. 6 DISTURBANCE
v V
ALT #2 ♦' (�
A0.1 ��♦
—�05 \ WETLAND +
-i IMPACT 0.048
16544
N I !C.
q
/`
CONTRACTOR TO INSTALL
A
�7
12R PERFORATED CPP
'
WRAPPED IN FILTER
I` \
-'
FABRIC AND IN STONE
rr
1 /
(FRENCH DRAIN) PRIOR TO
ANY FILL OVER THI S AREA
4.k \
NOTE:
ALTERNATE #1
SHEET TITLE
KEEP LOTS, ADD
FILL, IMPACT = 0.048 AC.
ALT #1 WETLAND IMPACT WITH FILL 0.048 AC.
a1
PROJECT NAME:
DESCRIPTION:
EXHIBIT F1
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO:
2017068D
_
HWY 601 (PAGELAND HIGHWAY)
DATE:
06-01-2018
GIM yCITY
OF MONROE, NC
DWG REF:
DRAWING NO
DRAWN BY:
DJG
EwwEE"NCCONsULTAN7s
2017068-D9
CHECKED BY:
REG
iia P: 0") ROAD�GRRFNI' I) R(:a96M
rn: ';...vrs....ix:[e6.lwrs,e,-
N YW.f.RAYRNCr.NPFA4QLb,N
ADDENDUM NO
EXHIBIT F 1

FEN / r ` X49.7 / / `
`NKS —_ / C
\ ` •+C -E --
EXISTING ED X - _ -7':-
WETLAND
r ` WETLAND TO "
REMAIN
\ \\ `UNDISTURBED X-
J �1\
NEW RETAINING
\ \ WALL TO / \ / ( \ \ \
\ / / REDUCE IMPAC / \ \
\ - % TO WETLAND 497.3
/ r
10.0150450 X
—2.5'\ \ \ \ \
SILT FENCING _ _ \ \ \ 50200 \
ROWS
LIMITS OF \ \
04.0 15 _�� `/♦ �� ■.y��■��•`s! 8,6 DISTURBANCE \ \ \\
.151 x /C vvA �+
ALT #2 \ <�; • I
WETLAND
IMPACT 0.018
•
I'1V 1 AC'
r '
\ 46-6:_
0:15 AC.
4'S.F. '
NOTE: ALTERNATE #2 SHEET TITLE:
KEEP LOTS, ADD WALL, IMPACT = 0.048 AC. ALT #2 WETLAND IMPACT WTH FILL 0.048 AC.
PROJECT NAME:
DESCRIPTION: EXHIBIT F2 COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 GRA]r CITY OF MONROE, NC
DWG REF: DRAWING NO
DRAWN BY: DJG EwRvEES/wCI9N5[)LTANm 2017068-D9
"'. --mROM-Gx86Y E'S a
PH:(864)---(864)-~ ADDENDUM NO
CHECKED BY: REG W .G8AY8NGMEF.xINC..CGM EXHIBIT F2

\ \ \ EXISTING --- — — x497.7
\
STREAM/BANKS
r \ ` TO REMAIN — 497.2 \ J / — SCALE —
`/ EXISTING UNDISTURBED xi — — - — _ = /
1 ` WETLAND TO
REMAIN
UNDISTURBED7 / — —
\•
497.3
NEW RETAINING '510.00T x \ \ \ \
SILT FENCING \ \ \ \ \ \ WALL 514 0
ROWS \ `- — ' \ REDUCE
IMPAC 15'
— \ \
\ TO WETLAND 00
LIMITS \�'\\
\ \
_ — _ _ _ t �~�� \ \ . • •DISTURBANCE \ \
rArm
"k 514
17'
WETLAND +` ►� / — \
IMPACT 0.025 �•
AC. 513. OTG ' `y
1 6
4m - _F';--
_ \6722F
\S.F.
S.
'41 r / OC3C �
/A 0:15 AC: ,
R1i AC: 1 45
NOTE: ALTERNATE #3 LOSE LOT 42, _ SHEET TITLE:
ADD HIGH WALL, IMPACT = 0.025 AC. ALT #3 WETLAND IMPACT WITH FILL 0.025 AC.
PROJECT NAME
DESCRIPTION: EXHIBIT F3
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO: 2017068D HWY 601 (PAGELAND HIGHWAY)
DATE: 06-01-2018 CITY OF MONROE, NC
DWG REF. DRAWING NO:
DRAWN BY: DJG EAG/NEE"NCCONsVLTA)vm 2017068-D9
"rnaxs»,crsw,snx: tesa�a,ra,e; ADDENDUM NO:
CHECKED BY: REG NM1VWGMIENCIN6RRfNG.fOM EXHIBIT F3

x49-7.7 / / -
\ STREAM/BANKS -� eP�
TO REMAIN 497.2 \ / - sc xf--L --
`/ EXISTING UNDISTURBED X
WETLAND TO
\ REMAIN
\ \\ UNDISTURBED x
497.3 \ \\ \\
NEWRETAINING x
SILT FENCING \ \ - ` \ ` WALL ELIMINAT \\ \
\ �\ \ WETLAND
ROWS
IMPACT ` ..
�— — — — _ _ _-----..Ag8.6LD
\. I
— 1 \\ +� \ \ \ \• , 506.00T%A 499.006 7' ' • 1
•
LIMITS OF
\ \ \\\ \ 1 4 8. OB 10 b JJJ'''��� • DISTURBANCE
La
ALT#4 `\\ \,I )• 1419
^��-x�
NO WETLAND
CT +, Tb_ 497. 0
IMPA\ ;*A' l
dm
\6722\S.F.
— •
f41
5 oD
— \
, •�
0:15 AC.
/
Al l
64 ; S.F..' ,'
�
AC: / — /
\
� ,•, .,
.111
\ I ,. •
\
NOTE: ALTERNATE #4 LOSE LOT 42&43,
SHEET TITLE:
ADD HIGH WALL, NO WETLAND IMPACT
�
ALT #4 NO WETLAND IMPACTS
PROJECT NAME:
DESCRIPTION:
EXHIBIT F4
fi
COTTAGE GREEN SUBDIVISION
GRAY PROJECT NO:
20170689
HWY 601 (PAGELAND HIGHWAY)
DATE:
06-01-2018
CITY OF MONROE, NC
DWG REF:
DRAWNG NO'.
DRAWN BY:
DJG
EwvvEE"wc171 svLTAA7s
2017068-D9
CHECKED BY:
REG
.y PILGRIM ROADGRRtiA,'IGP.. aCag6o+
Pe: rae.0 wra.c PAz: real•".-s,a,
»m�.GR.IG FFa�°.�M
ADDENDUM NO'.
EXHIBIT F4

Cottage Green NWP 29
Attachments
ATTACHMENT E:
June 18, 2018
CWS Project No. 2018-0076
Protected Species Habitat Assessment Report
NCNHP Data Review Report

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177(office)
704-527-1133 (fax)
March 20, 2018
Mr. Charles Saleh, PE
HWY 601 Development, LLC
521 Eagleton Downs Drive, Suite D
Pineville, NC 28134
Subject: Protected Species Habitat Assessment Report
Oakton Subdivision Site
Union County, North Carolina
CWS Project No. 2018-0076
Dear Mr. Saleh,
HWY 601 Development, LLC. has contracted Carolina Wetland Services, Inc. (CWS) to provide
a protected species habitat assessment for the Oakton Subdivision Site. The Oakton
Subdivision Site (Union County Tax Parcel Nos. 09125134 and 09158001) is approximately 75
acres in extent and is located southeast of the Highway 601 and East Highway 74 intersection,
in Union County, North Carolina (Figure 1).
Methods
In -office Desktop Review
To determine which protected species are listed as occurring or potentially occurring within the
project vicinity and prior to conducting the on-site field investigation, CWS consulted the United
States Fish and Wildlife Service (USFWS) Endangered and Threatened Species and Species of
Concern by County for North Carolina online database for Union County'. In addition, CWS
performed a data review using the North Carolina Natural Heritage Program (NCNHP) Data
Explorer on March 13, 2018 to determine if any recorded occurrences of federally -listed,
candidate endangered, threatened species, or critical habitats are located within the project
limits.
Typical habitat requirements for listed species was discerned from multiple USFWS3 and
NCNHP° online resources including, but not limited to, specific USFWS species profiles,
recovery plans, NCNHP's Guide to Federally Listed Endangered and Threatened Species of
North Carolina, and List of the Rare Plant Species of North Carolina. United States Department
United States Fish and Wildlife Service, Raleigh Field Office. Accessed March 13, 2018. Endangered and Threatened Species
and Species of Concern by County for North Carolina. https://www.fws.gov/raleigh/species/GntylisVmecklenburg.html
Z North Carolina Natural Heritage Program. 2018. Biotics Database. Division of Land and Water Stewardship. Department of
Natural and Cultural Resources, Raleigh, North Carolina..
3 U.S. Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant
Species. http://www.fws.gov/nces/es/plant_Survey.html. Accessed March 13, 2018.
Buchanan, M.F. and J.T. Finnegan. 2010. Natural Heritage Program List of the Rare Plant Species of North Carolina. NC Natural
Heritage Program, Raleigh, NC. Accessed from https://www.fws.gov/raleigh/species/cntylist/nc_Counties.htmi
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS-INC.NET
Page 1 of 5

Oakton Subdivision Site
Protected Species Habitat Assessment Report
March 20, 2018
CWS Project No. 2018-0076
of Agriculture - Natural Resources Conservation Service (USDA-NRCS) Web Soil Survey of
Union County' and aerial imagery were also reviewed for potential habitat communities
supportive of listed species within the project vicinity (Figures 2 and 3).
Field Survey
CWS scientists Gregg Antemann, PWS, Christine Giest, PWS, Daniel Roberts, Project Scientist,
Dan Zurlo, Staff Scientist II, and Megan Shelton, Staff Scientist 1, conducted a pedestrian habitat
assessment of the project area on March 5 and 20, 2018. Potential habitat for potentially
occurring federally -protected species that was identified during the desktop review was
assessed in the field for the quality of physical and/or biological features essential to the
conservation of the applicable species. Additionally, during the pedestrian habitat assessment,
areas were reviewed for applicable federally protected species; however, formal surveys were
not conducted. Identification references for natural communities include the National Land
Cover Database 2011 Legends
Results
Based on the NCNHP data explorer response, there are no current records of
federally -protected species within the project limits or within a mile of the project limits
(Attachment A). The USFWS lists three federally protected species for Union County (Table 1).
An official species list has not been obtained from the USFWS Asheville Field Office.
Table 1. Unofficial List of Federally -Protected Species Potentially Occurring within the
Oakton Subdivision Site, Union County, NC.
Major Group
Scientific Name
Common Name
Federal Status"
Record Status
Helianthus
Schweinitz's
Plant
E
Current
schweinitzii
Sunflower
Animal
Lasmigona
Carolina Heelsplitter
E
Current
decorata
Animal
Rhus michauxii
Michaux's Sumac
T
Historic
` E - Endangered, T - Threatened
Four terrestrial community types were identified within the project area during the field survey.
These community types consist of mixed forests, woody wetlands, shrub/scrub land, and
maintained open areas (Figure 3). Of the identified on-site community types, the boundaries
between the mixed forests, shrub/scrub land, and maintained open areas are potential habitat
for federally threatened or endangered species that could potentially occur within the project
limits. A brief description of each species habitat requirements and determination of effect
findings are listed below by species.
Schweinitz's sunflower (Helianthus schweinitzil)
Habitat Description:
Schweinitz's sunflower is a perennial herb with yellow rays and yellow centers. They
can reach heights of five feet. Populations are limited to the piedmont of North and
United States Department of Agriculture, 2017. Web Soil Survey of Cabarrus County, North Carolina. Accessed 03/13/18.
Source: https://websoilsurvey.nres.usda.gov/app/HomePage.htm
Multi -Resolution Land Characteristics Consortium. 2011. National Land Cover Database 2011 Legend. Accessed 03/13/18.
Source: <https://www.mrlc.gov/nlcd11_leg.php>
Page 2 of 5

Oakton Subdivision Site
Protected Species Habitat Assessment Report
March 20, 2018
CWS Project No. 2018-0076
South Carolina. It has been listed as an Endangered species under the ESA since 1991.
The typical habitat for this plant includes roadsides, old pastures, transmission line
right-of-ways, open areas, either natural or human -maintained habitats, or edges of
upland woods. Schweintz's occurs frequently (Over 70%) in Tatum and Herndon, both
ultisols, and in Goldston, an inceptisol. Major characteristics of soils associated with
suitable Schweinitz's sunflower habitat include thin soils, soils on upland interstream flats
or gentle slopes, soils that are clay like in both composition and texture (and often with
substantial rock fragments), soils that have a high shrinkage swell capacity, and those
which vary over the course of the year from very wet to very drys.
Biological Analysis:
CWS biologist conducted a pedestrian survey to transect potential on-site habitat for this
species within the maintained open areas in the northeast portion of the site and
shrub/scrub land in the western portion of the site (Figure 3; Photographs 1 and 2,
Attachment B). The desktop review and field survey assessment determined that the
maintained open areas and shrub/scrub land have the proper soils, slopes, and
occasional disturbances, however, there were large amounts of invasive species such as
Chinese privet (Ligustrum sinense), and Japanese honeysuckle (Lonicera japonica) in
these areas. Additionally, land use history derived from Google Earth historical aerial
imagery suggests these areas have been mechanically cleared and tilled, which would
have reduced suitability of the habitat for species persistence. Soil types in these
communities consist of mostly Badin Channery silt loam with 10 percent minor
components of Goldston and Tatum. No individuals of Schweinitz's sunflower or other
Helianthus species were observed during the pedestrian habitat assessment on March 5
or 20, 2018. Based on these findings, CWS concludes that supportive habitat is not
present within the project area due to large amounts of invasive species, non -conducive
historical land use, and no known population records of the species occurring within one
mile of the project area in the NHP database. These findings lead CWS to conclude
that the project will not affect Schweinitz's sunflower.
u I -t t- -
-
Habitat Description:
Michaux's sumac is a rhizomatous shrub. It is densely hairy with compound leaves
exhibiting evenly -serrated leaflets. Flowers are small, greenish to white, in terminal
clusters. Fruits are red drupes produced from August to October. It has been listed as
an Endangered species under the Endangered Species Act (ESA) since 1989.8 It is
found on the coastal plains of Virginia to Florida, with most populations occurring in
North Carolina. Michaux's sumac prefers sandy or rocky open woods with basic soils,
as well as highway right-of-ways, roadsides, or edges of artificially -maintained clearings.
Biological Analysis:
A NCNHP data record review revealed that there are no current occurrences for this
species within the project limits, or within a one -mile radius of the project (Attachment A).
' United States Fish and wildlife Services. 1991. Endangered and Threatened wildlife and Plants; Helianthus schweinitzii
(Schweinitz's sunflower) Determined to be Endangered. http://ecosJws.gov/docs/f`ederal_registerhrl852.pdf.
° https:/fibres.uneg.edu/ir/uncg/f/Smith_uncg_0154M_10042.pdf
° United States Fish and Wildlife Services. 1989. Endangered and Threatened Wildlife and Plants; Determination of Endangered
Status for Rhus michauxii (Michaux's sumac). http://ecos.fws.gov/docstfederal—register/frl 601.pdf.
Page 3 of 5

Oakton Subdivision Site March 20, 2018
Protected Species Habitat Assessment Report CWS Project No. 2018-0076
The NCNHP lists this species as historic in Union, as the last observation occurred more
than 20 years ago. Additionally, on-site soils consist of acidic silty soils that are not
suitable for Michaux's sumac. Based on the desktop review and pedestrian habitat
assessment, no potential habitat for Michaux's sumac is present within the project limits.
No individuals of Michaux's sumac were observed during the field assessment on March
5 or 20, 2018. Therefore, due to lack of suitable habitat, the proposed project will
have no effect on Michaux's sumac.
Habitat Description:
The Carolina heelsplitter was historically known from several locations within the
Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah
River systems, and possibly the Saluda River system in South Carolina. In North
Carolina, the species is now known to only occur within Goose Creek, the Pee Dee River
system, and Waxhaw Creek in the Catawba River system. The species exists in very low
abundances, usually within 6 feet of shorelines, throughout its known range. The
general habitat requirements for the Carolina heelsplitter are shaded areas in large rivers
to small streams, often burrowed into stable, clay banks between the root systems of
trees, or in runs along steep banks with moderate current. Recently, the Carolina
heelsplitter has been found in sections of streams containing bedrock with perpendicular
crevices filled with sand and gravel, and with wide riparian buffers.10
Biological Analysis:
A pedestrian review of potential on-site habitat for Carolina heelsplitter was conducted
for Stream A during the site visit on March 5, 2018. On-site perennial Stream A contains
frequent canopy gaps, moderately eroded clay banks, a weak to moderate shallow
current, slightly turbid waters, and a weak bank root system of invasive shrubs (Figure 3,
Photograph 3, Attachment B). Additionally, the furthest downstream portion of Stream A
on the site is culverted beneath E. Old Highway 74 at the western extent of the site,
limiting the biological connectivity of Stream A to downstream waters. On-site streams
are not located within the Goose Creek or Waxhaw Creek watersheds. Stream A is
located in the Richardson Creek watershed. Richardson Creek comes to a confluence
with the Rocky River over 20 river miles upstream of Goose Creek and suitable
biological connectivity of cool, clean, and clear streams from Stream A to these
downstream waters does not exist. These findings lead CWS to conclude this project
will have no effect on the Carolina heelsplitter.
Determinations
Based on the literature search and the results of the on-site assessment for suitable habitat of
federally -protected endangered, threatened, and candidate species, it has been determined that
suitable habitat is not present within the project limits for Schweinitz's sunflower, Michaux's
sumac, or Carolina heelsplitter. CWS has concluded that activities within the project area will
not directly or indirectly jeopardize the continued existence of Schweinitz's sunflower, Michaux's
10 NCDOT TE Animal Habitat Descriptions. 2015.
https://connect.nodot.gov/resources/Environmental/Compliance%2DGuides%20and%20Procedures/TE%2OAnimal%2OHabitat%
20Descriptions%20Mar_6 2015.pdf
Page 4 of 5

Oakton Subdivision Site March 20, 2018
Protected Species Habitat Assessment Report CWS Project No. 2018-0076
sumac, or Carolina heelsplitter. Biological determinations requirements for federally protected
species are summarized in Table 2 (below).
Table 2. Biological Determination Requirement Summa Table for Federally Protected Species
* E - Endangered, T - Threatened
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation is required to comply with Section 7 of the Endangered Species Act.
Should the lead federal agency's determination of effect differ from the findings of CWS, formal
or informal consultation with USFWS may be required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Daniel Roberts at 865-679-8953 or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
Daniel Roberts
Project Scientist
Christine Geist, CE, PWS
Consulting Group Manager
Attachments: Figure 1: USGS Site Location
Figure 2: Current USDA-NRCS Soil Map of Union County
Figure 3: Community Types
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-4)
Page 5of5
Biological
Federal
Effect on Listed
Scientific Name
Common Name
Status*
Species
Determination
Required
Helianthus schweinitzii
Schweinitz's Sunflower
E
No Effect
No
Lasmigona decorata
Carolina Heelsplitter
E
No Effect
No
Rhus michauxii
Michaux's Sumac
T
No Effect
No
* E - Endangered, T - Threatened
A biological assessment was not conducted for this project. All biological determinations of
effect represent the best professional opinion of CWS and are not official determinations of
effect. It is the responsibility of the lead federal agency to render an official determination of
effect. Should the lead federal agency agree with CWS's initial findings of no effect, then no
USFWS consultation is required to comply with Section 7 of the Endangered Species Act.
Should the lead federal agency's determination of effect differ from the findings of CWS, formal
or informal consultation with USFWS may be required.
Thank you for the opportunity to provide these services on this important project. Please do not
hesitate to contact Daniel Roberts at 865-679-8953 or [e-mail] should you have any
questions or comments regarding this report.
Sincerely,
Daniel Roberts
Project Scientist
Christine Geist, CE, PWS
Consulting Group Manager
Attachments: Figure 1: USGS Site Location
Figure 2: Current USDA-NRCS Soil Map of Union County
Figure 3: Community Types
Attachment A: NCNHP Data Review Report
Attachment B: Representative Photographs (1-4)
Page 5of5

I g -
t
t
Legend
Project Limits (75 ac.)
2,000 1,000 0 2,000 Feet
REFERENCE: USGS 7.5 MINUTE TOPOGRAPHIC QUADRANGLE(S): MONROE AND WINGATE. NC (2017).
SCALE. DATE: FIGURE NO.
1 inch = 2,000 feet 3/8/2018 USGS Site Location A
CWS PROJECT NO'. DRAWN BY. t
2018-0076 MLS Oakton Subdivision Site Of
COORDINATES: CHECKED BY. CAROLINA Union Couny
34.965515, -80.501867 CAG WETLAND SERVICES Monroe, North Carolina 3
G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0076Oakton Subdivision Site\JDWrcGIS\Figure2_USGS.mxd

MB Crog BaB
Bks 5E: '1- �v\\PN la
00
aB �.
., CMB
C GsE c\
GoC
71a
GsB
BaC., u4 -'O
G BaC CmB g Z�
POP -' O
Bab j GsB N
a
w
BUB GsB
u B GoC p�
BdB2
GoE
BUB
TaB
ChA
_t.., ChA' L fi GoC
BuB O
co
z
J 1
BaC /<� �y/TE Ta B
S
TaB
W
BaB
0 FNTFR
P
d62 BaC W CMB TaB
f _
BaC
BaB
ae
Legend
BaB Badin charne sift loam 2 to 8 percent slopes No 36.10 TaB
BdB2 Badin channery silly clay loam. 2to8 percentslopes, moderately eroded No 2.50 Project Limits (75 ac.)
BuC Badin-Urban land complex 8 to 15 percent slopes No 0.80
CmB Cid channery sift loam 1 to 5 percent slopes No 27.10
GoE Goldston very channery silt loam, 15 to 45 percent slopes No 4.70 Roads
GsC Goldston-Badin com le 8 to 15 percent slopes No 10.10
TaB Tarrus raeell sift loam 2 to 8 ercent slo es No 18.70
T
1,000 500 0 1,000 Feet
REFERENCE: USDA-NRCS SOIL SURVEY OF UNION CCU fJT, f1C. DATED 2014. BaC
scALE 1 inch = 1,000 feet DATE 3/8/2018 USDA-NRCS Current Soil Survey FIGURE NO.
CWS PROJECT NO DRAWN BY: of Union County 2
2018-0076 MLS Oakton Subdivision Site
of
COORDINATES: CHECKED BY: CAROLINA Union Couny
34.965515, -80.501867 CAG WETLAND SERVICES Monroe, North Carolina 3
G:\Team Drives\Consulting Team Dnve\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision Site\JDVvcGIS\Figure4_CurrentSoils. mxd

GATeam Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision Site\PETS\ArcGIS\Figure3_CommunityMap.mxd

•� A may.
ww
North Carolina Department of Natural and Cultural Resources
Natural Heritage Program
Governor Roy Cooper Secretary Susi H. Hamilton
March 13, 2018
Dan Zurlo
Carolina Wetland Services
550 E. Westinghouse Blvd
Charlotte, NC 28273
RE: Oakton Subdivision; 2018-0076
Dear Dan Zurlo:
NCNHDE-5567
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, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed project boundary. Please note that although there may be no documentation of natural
heritage elements within the project boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
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.
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 Federally -listed species are 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 rodney.butler0)ncdcr.gov or 919.707.8603.
Sincerely,
NC Natural Heritage Program
MAILING ADDRESS: Telephone: [phone]D7 LOCATION:
1651 Mad Service Center www.ncrft.org 121 West Jones Street
Raleigh, NC 27699-1651 Raleigh, NC 27603

No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde natureserve ora/content/help. Data query generated on March 13, 2018. source: NCNHP, 1 anuary 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 3
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Oakton Subdivision
Project No. 2018-0076
March 13, 2018
NCNHDE-5567
Element Occurrences Documented
Within a One -mile Radius of the Project Area
Taxonomic
EO ID
Scientific Name Common Name Last Element
Accuracy
Federal
State Global
State
Group
Observation Occurrence
Status
Status Rank
Rank
Date Rank
Freshwater
8999
Toxolasma pullus Savannah illiput 2009-05-12 E
3 -Medium
Species of
Endangered 2
S2
Bivalve
Concern
Freshwater
3063
1.7illosa delumbis Eastern Creekshell 2009-05-12 E
3 -Medium
---
Significantly I
S
Bivalve
Rare
Freshwater
2551.:8
❑illosa vaughaniana Carolina Creekshell 2009-0 '-28 E
3 -Medium
Species of
Endangered 2
S3
Bivalve
Concern
No Natural Areas are Documented Within a One -mile Radius of the Project Area
No Managed Areas are Documented Within a One -mile Radius of the Project Area
Definitions and an explanation of status designations and codes can be found at https://ncnhde natureserve ora/content/help. Data query generated on March 13, 2018. source: NCNHP, 1 anuary 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 3

NCNHDE-5567: Oak#on Subdivision
March 13, 2018
Project Boundary
® Buffered Project Boundary
R -f
Page 3 of 3
1:25,097
0 0.2 0.4 0:8 mi
0 0.325 0.65 1.3 km
Soracaa:. Ean, HERE. Ga , IMermnp. inpemeM P Corp, GEBCO, USGS,
FAO. NPS, NRCAN, GaoBase. IT, Kadacw NL, Ordnance S—". Ean Japan.
HETI, E.en CMm (Hong Kong,, s+aRsta , C CpenSVe Map coMrMnom aM
IW GIS U—Canrrft

Oakton Subdivision Site
Attachment Representative Photographs
March 20, 2018
CWS Project No. 2018-0063
Photograph 1. ❑iew of maintained open area, investigated for Schweinitz's sunflower habitat, facing west.
Photograph 2. ❑iew of shrub/scrub land, investigated for Schweinitz's sunflower habitat, facing southeast.
Photopage 1 of 2

Oakton Subdivision Site
Attachment G Representative Photographs
March 20, 2018
CWS Project No. 2018-0063
Photograph 3. View of shrub/scrub land, investigated for Schweinitz's sunflower habitat, facing south.
Photograph n ❑iew of investigated Carolina heelsplitter habitat, facing downstream.
Photopage 2 of 2

Cottage Green NWP 29
Attachments
ATTACHMENT F:
SHPO Map
June 18, 2018
CWS Project No. 2018-0076

G:\Team Drives\Consulting Team Drive\2018\2018 Consulting Projects\2018-0076 Oakton Subdivision Site\Permit (NWP# or IP)WrcGIS\SHPOMapmxd

Cottage Green NWP 29
Attachments
ATTACHMENT G:
June 18, 2018
CWS Project No. 2018-0076
NCDEQ Stream Classification Forms (SCP1-SCP13)
USACE Wetland Determination Data Forms (DP1-DP8)

NC DW' Stream Identification Form' ersion
'.11
Date_ 3/5/2018
Project -Site: Cottage D reen
Latitude
3 .966933
Evaluator D Z DR/M S
County ,'nion
Longitude
-80.505:5'
Total Points.
Stream is at least intermittent ifa19orperennialifa30`
15.5
Stream Determination -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name. SCP1
A. Deomorphology Subtotal D
11.5 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
L Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. _-rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No D 0
es -
3
'. artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
3
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 i-, '.-:eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table
No 0
"ies
3
C. Biology Subtotal D
1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2a Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW ::0.75; OB - -1.5 Other 0
0
perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW; 11 Stream Identification Form ': 'ersion
'-'.11
Date 3/5/2018
Project Site: Cottage i7 reen
Latitude
3:.967206
Evaluator D Z/ DR/M, -S
County ; nion
Longitude
-80.505771
Total Points'-
Stream is at least intermittent ifa 19 or perennial ifa 30'
16
Stream Determination- Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name. SCP2
A. ❑eomorphology Subtotal
12.5 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, steppool, ripple -pool sequence
0
1
2
3
i Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No D 0
es
3
..artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
3_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1.-. -.eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table.':
No ❑ 0
es _
3
C. Biology Subtotal ❑
0
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2-.. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW .10.75; OB- - 1.5 Other ' 0
0
'perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW' 1 Stream Identification Form lersion
'.11
Date 3/5/2018
Project Site: Cottage ❑reen
Latitude
3 -967505
Evaluator D Z/ DR/M S
County .
nion
Longitude
-80.505876
Total Points :
Stream is at least intermittent ifZ! 19 or perennial ift 30'
16
Stream Determination: -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name SCP3
A. Deomorphology Subtotal 0,
_
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank""
0
1
2
3
2. Sinuosity of channel along thahweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
1 Particle size of stream substrate
0
1
2
3
5. Activelrelict flood Iain
0
1
2
3
6. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. -rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No ❑ 0
es
3
artificial ditches are not rated, see discussions in manual
B. Hydrology Subtotal ❑
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1' _eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table'.::
No 0
es _:
3
C. Biology Subtotal ❑
3
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayrish
0
0.5
1
1.5
2- '
-. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW :0.75; OB- 7 1.5 Other -0
0
-perennial streams may also be identified using other methods.
Notes:
Sketch:

�C_ DW- I Stream Identification Form ersion .11
Date'. 3/5/2018 iProject.Site: Cottage preen
Stream is at least intermittent if? 19 or perennial if a 30'
16
A. ❑eomorphology Subtotal n 8
1. Continuity of channel bed and bank.'
2. Sinuosity of channel along thalweg
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool s
-1 Particle size of stream substrate
5. Active/relict floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
11. Second or greater order channel
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal n 5
12. Presence of Baseflow
13. Iron oxidizing bacteria
1'-: 'leaf litter
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil -based evidence of high water table! ;
C. Biology Subtotal ❑ 3
18. Fibrous roots in streambed
19. Rooted upland plants in streambed
20. Macrobenthos (note diversity and abundance)
2:-. Amphibians
25. Algae
26. Wetland plants in
-perennial streams may
Notes:
Stream Determination -Ephemeral Intermittent Perennial
Ephemeral
Absent
Weak M
0
1
0
1
0
1
0
1
0
1
0
1
0
1
0
1
0
0.5
0
0.5
No C 0
�r1•�rl
3i 1967365
Longitude
-80.50'-i 95
Other
Stream NameSCP
oderate Strong
2 3
2 3
3 2 1
3 2 1
0 1 2
0 1 2
0 0.5 1
0' 0.5 1
0 0.5 1
0 0.5 1
FACW-0.75; OB. 1.5 Other. -0

NC DW ' Stream Identification Form - ersion
'.11
Date 3/5/2018
Project_Site: Cottage Oreen
Latitude
35.967991
Evaluator D Z/ DR/M S
County-; anion
Longitude
-80.50266
Total Points', i
Stream is at least intermittent if a 19 or perennial if z 30'
35.5
Stream Determination -Ephemeral Intermittent Perennial
Perennial
Other
Stream Name.
Stream A/SCP5
A. ❑eomorphology Subtotal o
20 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0
1
2
3
l Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2 1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. _ rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No ❑ 0
es
3
..;artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1' oaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table-]
No _ 0
-'es ❑ 3
C. Biology Subtotal ❑
6
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2-. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW : 0.75; OB ---1.5 Other 0
0
perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW Stream Identification Form-''ersion
'; .11
Date. 315/2018
Project Site: Cottage nreen
Latitude -i
3-968132
Evaluator D-Z/DR/M'-S
County 'nion
Longitude-
-80.50206:
Total Points'
Stream is at least intermittent if 2: 19 orperennialif230'
16.5
Stream Determination. -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name. SCP6
A. Deomorphology Subtotal 0
6 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank-.
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
1 Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. _ rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No 7 0
es '
3
'.artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
6_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 - '_eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water tableiu
No _ 0
; es [
3
C. Biology Subtotal D
_
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Maerobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2'-1 Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW 0.75; OB 1.5 Other -0
0
perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW'- Stream Identification Form-ersion
'.11
Date _3/512018
Project Site: Cottage ❑ reen
Latitude
3 .966958
Evaluator D Z/ OR/M-S
County ; nion
Longitude
-80. 99791
Total Points'.)
Stream is at least intermittent if 2 19 or perennial i(2 30`
1
Stream Determination -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name. SCP7
A. Geomorphology Subtotal =
_ Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank-,
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex, riffle -pool, steppool, ripple -pool sequence 0
1
2
3
'.:1 Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. -rade control
0
0.5
1
1.5
10. Natural valley0
0.5
1
1.5
11. Second or greater order channel
No ' 0
es _
3
-artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
6
12. Presence of Basefiow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 -. Ceaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table:
No - 0
es ' 3
C. Biology Subtotal ❑
_
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2 -. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW .-:0.75; OB i1.5 Other 0
0
-perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW -11 Stream Identification Form ersion
':11
Date 3/512018
Project[Site: Cottage ❑reen
3a 966823
Evaluator: -D -Z/ DR/M,S
County-l';nion
Longitude-
-80.502116
Total Points'i`,,
Stream is at least intermittent if? 19 or perennial if t 30`
15.5
Stream Determination -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name'.:: SCP8
A. ❑eomorphology Subtotal ❑
7_5 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank-
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0
1
2
3
i 1 Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. -rade control
0
0.5
1
1.5
10. Natural valle
0
0.5
1
1.5
11. Second or greater order channel
No ,"1 0
es
3
,artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
D
1
2
3
V t -eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table,'_:
No _ 0
[.es 3
C. Biology Subtotal ❑
_
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
Z' Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW -0.75; OB- -1.5 Other ;- 0
0
:perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW ' Stream Identification Form ersion
I .11
Date 3/5/2018
Protect site: Cottage Green
Latitude
35.966096
Evaluator D Z/ DR/M-S
County -i nion
Longitude
-80.503752
Total Points_
Stream is at least intermittent if z 19 or perennial ifa 30'
33
Stream Determination _-Ephemeral Intermittent Perennial
Perennial
Other
Stream Named'.
Stream B/SCP9
A. ❑eomorphology Subtotal ❑
17.5 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence
0
1
2
3
1: Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2 1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. "rade control
0
1
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No ' 0
es
3
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
_
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 __ -eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table _:
No '_ 0
❑es CCi 3
C. Biology Subtotal ❑
6_5
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos note diversity and abundance)
0 -
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2-. Amphibians
0
0.5 1
1
1.5
25. Algae
0
0.5 1
1
1.5
26. Wetland plants in streambed
FACW "-:0.75; OB- 1.5 Other -0
0
.perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW' ' Stream Identification Form-'ersion
'.11
Date_3/5/2018
Project Site: Cottage C:reen
Latitude
35.966096
Evaluator D Z/ DR/M-S
County ; nion
Longitude
-80.503752
Total Points
Stream is at least intermittent if a 19 or perennial if2! 30'
26
Stream Determinationrtphemeral Intermittent Perennial
Intermittent
Other
Stream Name
Stream B/SCP10
A. ❑eomorphology Subtotal -
15 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step, -pool, ripple -pool sequence
0
1
2
3
Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2 1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. '_rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No ", 0
es .-
3
artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
8
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 ' ' eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table::
No : 0
es ' 3
C. Biology Subtotal ❑
3
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayrish
0
0.5
1
1.5
2-. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW -0.75, OB- -1.5 Other 0
0
_perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW ' Stream Identification Form 'ersion
.11
Date _3/5/2018
Project Site: Cottage ❑ reen
Latitude_
35.96815 ;
Evaluator -1) Z/ DR/M.-S
County Inion
Longitude',
-80.500701
Total Points-
Stream is at least intermittent i2 19 or perennial i/2 30'
1 i
Stream Determination -Ephemeral Intermittent Perennial
I Intermittent
Other
Stream Name
Stream C/SCP11
A. Deomorphology Subtotal u
7_5 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank; °.
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool s uence 0
1
2
3
i Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0 1
1
2 1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. 'rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No ❑ 0
es -
3
'.. artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal n
7_5
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1 ... eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table _,
No 0
[3es 3
C. Biology Subtotal 11
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2 1 Amphibians
0 1
0.5 1
1
1.5
25. Algae
0 1
0.5 1
1
1.5
26. Wetland plants in streambed
FACW :' 0.75; OB - 551.5 Other - 0
0
perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW Stream Identification Form-lersion
.11
Date 3/5/2018
Project Site: Cottage D reen
Latitude
6
Evaluator D Z/ DR/M. S
County 1 nion
Longitude
-80.500362
Total Points
Stream is at least intermittent if2! 19 or perennial if a 30'
10
Stream Determination-Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name.
SCP12
A. Deomorphology Subtotal E
3 Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In-channel structure: ex. riffle-pool, step-pool, ripple-pool sequence
0
1
2
3
1 Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
1
2
3
7. Recent alluvial deposits
1
2
3
8. Headcuts
1
2
3
9. -rade control
MNol,,,
0.5
1
1.5
10. Natural valley
0.5
1
1.5
11. Second or greater order channel
0
es,
3
'artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal ❑
5
12. Presence of Baseflow
1
2
3
13. Iron oxidizingbacteria
1
2
3
1 _: _ eaf litter
1
0.5
0
15. Sediment on plants or debris
MNol)
0.5
1
1.5
16. Organic debris lines or piles
0.5
1
1.5
17. Soil-based evidence of high water table _:
es ': 3
C. Biology Subtotal D
2
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2-. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW 0.75; OB-: -:1.5 Other : 0
0
-perennial streams may also be identified using other methods.
Notes:
Sketch:

NC DW ' Stream Identification Form : version
.11
Date 3/5/2018
Project Site: Cottage ❑reed
Latitude
3,_:963509
Evaluator D Z/ DR/M-S
County ;
nion
Longitude
-80. 99971
Total Points)
Stream is at least intermittent if?. 19 or perennial if 2 30'
16
Stream Determination -Ephemeral Intermittent Perennial
Ephemeral
Other
Stream Name -:
SCP13
A. ❑eomorphology Subtotal 0
8
Absent
Weak Moderate
Strong
1. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step --pool, ripple -pool se uence
0
1
2
3
-i Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2 1
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. __ rade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No L'� 0
es
3
'artificial ditches are not rated, see discussions in manual
B. Hydrology Subtotal n
7
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
1=: _eaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
1
0.5
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table_;
No 0
',es r 3
C. Biology Subtotal ❑
1
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
2 . Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW " 0.75; OB- -1.5 Other 0
0
perennial streams may also be identified using other methods.
Notes:
Sketch:

WETLAND DETERMINATION DATA FORM Eastern Mountains and Piedmont Region
Project/Site: Cottage Dreen City/County: onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, DEC State: NC Sampling Point: DP1
Investigator(s): D❑ZJCDR/M❑S Section, Township, Range: N/A
11andform (hillside, terrace, etc.): Hillslope oocal relief (concave, convex, none): Convex Slope (D): 0-2
Subregion (ERR or MDRA): ERR P, MCRA 136 Dat: 3119671 D5 Dong: -80.506737 Datum: NAD 83
Soil Map ❑nit Name: Badin-❑roan land complex, 2 to 8 percent slopes (BuB) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (if no, explain in Remarks.)
Are Degetation , Soil or Hydrology significantly disturbed Are [Normal Circumstancesopresent❑ Des ❑ No
Are Degetation ❑ , Soil or Hydrology naturally problematico (if needed, explain any answers in Remarks.)
S,�iMMAR❑ OF FINDINGS o, Attach site map shoeing sampling point locations, transects, important features, etc.
Hydrophytic Degetation Present❑ oes ❑ No Is the Sampled Area
Hydric Soil Present❑ ❑es ❑ No I,. [thin a Wetland,.:. _jes ❑ No
Wetland Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of jursidictional wetland WA.
HEDROLOGE
Wetland Hydrology Indicators-_.
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired: check
all that aooly)
—Surface Soil Cracks (136)
❑ Surface Water (Al) _True
Aquatic Plants (131 1)
_Sparsely Degetated Concave Surface (138)
❑ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (B10)
—Saturation (A3) —Oxidized
Rhizospheres on ❑ving Roots (C3)
—Moss Trim Eines (1316)
—Water Marks (131) —Presence
of Reduced Iron (C 1)
_ Dry -Season Water Table (C2)
_ Sediment Deposits (82) —Recent
Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
—Drift Deposits (133) —Thin
Muck Surface (C7)
_ Saturation ❑isible on Aerial Imagery (C9)
_Algal Mat or Crust (BQ —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ ❑ eomorphic Position (D2)
_ Inundation ❑isible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
—Water -Stained ❑eaves (B9)
_ Microtopographic Relief (D❑j
Aquatic Fauna (B13)
FAC -Neutral Test (D5)
Field ObservationsE,
Surface Water Present[] Des ❑ No
Depth (inches): 1
Water Table Present❑ ❑es ❑ No
Depth (inches): 3
Saturation Present❑ Des ❑ No
Depth (inches): 3
Watland Hydrology Present❑ Las ❑ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont D Dersion 2.0

❑EGETATION [flour Stratau❑ Ilse scientific names of plants.
Tree Stratum (Plot size: 30 )
❑ Cover Species❑
Status
1.
Ulmus rubra
70 Des
FAC
2.
Liquidambar styraciflua
70 Des
FAC
3.
a
5.
6.
7.
1 ED OTotal Cover
500 of total cover.
70
200 of total cover:
28
Sapling/Shrub
Stratum (Plot size: 15
)
1.
Ligustrum sinense
30 Des
FAC ❑
2.
Ilex opaca
❑D Des
FAC❑
3.
Carpinus caroliniana
20 Oes
FAC
El
5.
6.
7.
8.
9.
90 ❑Total Cover
50 of total cover:
D5
200 of total cover.
18
Herb Stratum (Plot size: 5 )
1.
Lonicera japonica
30 Des
FACO
2.
3.
a
5.
6.
7.
8.
9.
10.
11.
30 OTotal Cover
50D of total cover:
15
200 of total cover:
6
Woody
pine Stratum (Plot size: 30
)
1.
Smilax rotundifolia
10 Des
FAC
2.
3.
El
5.
10 DTotal Cover
50 of total cover.
5
200 of total cover:
2
Sampling Point: DPI
Dominance Test is orksheet.`
Number of Dominant Species
That Are OB❑, FACW, or FAC: 0 (A)
Total Number of Dominant
Species Across All Strata: 7 (B)
Percent of Dominant Species
That Are OBq FACW, or FAC: 57.10 (A/B)
Prevalence Index ❑orksheetr
Total ❑ Cover of: Multiply by:
OBOspecies X1 ❑
FACW species x 2 ❑
FAC species x 3 ❑
FAC❑ species x 0 ❑
OPO species x 5 0
Column Totals: (A) (B)
Prevalence Index 0 B/A ❑
Hydrophytic Oegetation Indicators❑
_ 1 - Rapid Test for Hydrophytic Degetation
❑ 2 - Dominance Test is x500
-3 - Prevalence Index is s3.0'
_ ❑- Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Degetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four oegetation Strata[]
Tree O Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling3hrub 0 Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(I m) tall.
Herb 0 All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody --Ins 0 All woody vines greater than 3.28 ft in
height.
Hydrophytic
❑egetation
Present) []es ❑ No
Remarks: (Include photo numbers here or on a separate sheet.)
57.1 of dominant vegetation is FAC or wetter.
Chinese Privet was dropped from the herb stratum due to the fact that at this data point it is considered problematic vegetation, according to the
OSACE Wetland Delineation Manual:Eastem Mountains and Piedmont Region, Section 6, pages 116-123.
OS Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

SOIL
Sampling Point: DP1
Profile Description❑ LDescribe to the depth needed to document the indicator or confirm the absence of indicators.0
Depth Matrix Redox Features
(inches) Color (moist) ❑ Color (moist) ❑ Type Doc Texture Remarks
0-18 2.50 1Y1 90 7.50R 7/6 10 C P❑ Doamy/Clayey Prominent redox concentrations
'Type: CDConcentration, DCDepletion, RM[Reduced Matrix, MSEIMasked Sand ❑rains.
2DDcation: PDpore 11ning, M❑Matrix.
Hydric Soil Indleatorso
Indicators for Problematic Hydric Soils'❑
_ Histosol (Al)
_ Polyvalue Below Surface (S8) ilALRA 1 i7/, 1 08F
_ 2 cm Muck (Al 0) ALRA 1 G70
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) IA LRA 1 d7, 1 _16❑
—Coast Prairie Redox (Al 6)
—Black Histic (A3)
_ loamy Mucky Mineral (F1) lALRA 136❑
UMLRA 1 r7/, 1 B❑
_Hydrogen Sulfide (AO
_ mamy ❑[eyed Matrix (F2)
_Piedmont Floodplain Soils (F19)
_Stratified layers (A5)
❑ Depleted Matrix (F3)
MLRA 136, 1 c7
2 cm Muck (Al 0) [LRR No
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
-outside MLRA 127, 1 [7, 1 D80
—Thick Dark Surface (Al 2)
_ Redox Depressions (F8)
_ ❑ery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) LLRR N,
_Other (Explain in Remarks)
❑leyed Matrix (Sq)
MLRA 1360
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) IMLRA 122, 136❑
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) LMLRA 1 ,L8❑
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) MLRA 127, 1 ❑7, 1 C67
unless disturbed or problematic.
Restrictive Layer [If observe&mu
Type:
Depth (inches): Hydric Soil Present,] ❑es ❑ No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement ❑ersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, Dersion 8.0, 2016.
Indicators of hydric soil are present.
DS Army Corps of Engineers Eastern Mountains and Piedmont D Dersion 2.0

WETLAND DETERMINATION DATA FORM Li Eastern Mountains and Piedmont Region
Project/Site: Cottage ❑reen City/County: ❑nion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, DOC State: NC Sampling Point: DP2
Investigator(s): DO EDR/MDS Section, Township, Range: N/A
Dandform (hillside, terrace, etc.): Interfluve ❑oval relief (concave, convex, none): None Slope (D): 0-2
Subregion (ERR or MORA): O2R P, MORA 136 Oat: 3[1966961 ❑ong: -80.500499 Datum: NAD 83
Soil Map ❑nit Name: Cid channery silt loam, 1 to 5 percent slopes (CmB) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (If no, explain in Remarks.)
Are Degetation Soil or Hydrology significantly disturbed El Are [Normal Circumstances ❑present❑ Des ❑ No
Are Degetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
S❑MMARD OF FINDINGS ❑Attach site map shoE,ing sampling point locations, transects, important features, etc.
Hydrophytic Degetation Present❑ Des ❑ No Is the Sampled Area
Hydric Soil Present❑ Des ❑ No Dithin a Wetland❑ Des ❑ No
Wetland Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of jursidictional wetland WB.
H❑DROLOG❑
Wetland Hydrology Indicators❑
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is reouired: check
all that apply)
_Surface Sal Cracks (136)
❑ Surface Water (Al) —True
Aquatic Plants (131 1)
_ Sparsely ❑egetated Concave Surface (138)
❑ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
—Drainage Patterns (1310)
❑ Saturation (A3) _Oxidized
Rhizospheres on riving Roots (C3)
_Moss Trim Ones (B16)
_Water Marks (131) _Presence
of Reduced Iron (C❑)
_Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
—Drift Deposits (133) —Thin
Muck Surface (C7)
_ Saturation Disible on Aerial Imagery (C9)
_ Algal Mat or Crust (B❑) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
—Iron Deposits (135)
_ ❑eomorphic Position (132)
_ Inundation Disible on Aerial Imagery (67)
—Shallow Aquitard (D3)
—Water -Stained ❑eaves (139)
_ Microtopographic Relief (Do
Aquatic Fauna (813)
FAC -Neutral Test (D5)
Field Observations❑
Surface Water Present❑ Des ❑ No
Depth (inches): 1
Water Table Present❑ ❑es ❑ No
Depth (inches): 5
Saturation Present❑ Des ❑ No
Depth (inches): 0
Wetiand Hydrology Present❑ ❑es D No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 Dersion 2.0

i iEGETATION Four Strata[ -111 Else scientific names of Dlants.
Tree Stratum (Plot size: 30 )
❑ Cover
Species❑
1.
Acer saccharinum
10
No
2.
Ulmus rubra
20
Des
3.
Liquidambar styraciflua
20
Des
El
Acer rubrum
15
Des
5.
6.
7.
65
17rotal Cover
500 of total cover:
33 200 of total cover:
Saolina/Shrub
Stratum (Plot size: 15
)
1.
U/mus rubra
15
Des
2.
3.
El
5.
6.
7.
8.
Sampling Point: DP2
Status
Dominance Test i-orksheet '
Number of Dominant Species
That Are OB❑, FACW, or FAC: ❑
Total Number of Dominant
Species Across All Strata: 6
Percent of Dominant Species
That Are OB❑, FACW, or FAC: 66.70
(A)
(B)
(A/B)
FACW
FAC
FAC
FAC
Prevalence Index ❑orksheet❑
Total ❑ Cover of: Multiply by:
OB❑species x 1 ❑
FACW species x 2 ❑
FAC species x 3 ❑
FAC❑ species x ❑ ❑
❑P❑species x 5 ❑
Column Totals: (A)
Prevalence Index ❑ B/A ❑
(B)
13
FAC
9.
15 ❑Total Cover
500 of total cover: 8 200 of total cover: 3
Herb Stratum (Plot size: 5 )
1. Lonicerajaponica 20 Des FAC❑
2. Ligustrum sinense 35 lies FAC❑
3.
a
5.
6.
7.
8.
9.
10.
11.
55 ❑Total Cover
500 of total cover: 28 200 of total cover:
Woody Cline Stratum (Plot size: 30 )
1.
2.
3.
El
5' Hydrophytic
❑Total Cover I ❑egetation
200 of total cover: Present)
11
_ 1 - Rapid Test for Hydrophytic ❑egetation
❑ 2 - Dominance Test is ❑500
_ 3 - Prevalence Index is s3.0'
_ ❑ - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic ❑egetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
present, unless disturbed or problematic.
Definitions of Four ❑egetation Strata❑
Tree ❑ Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling Shrub ❑ Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb ❑AII herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 it tall.
Woody Eine ❑ Ali woody vines greater than 3.28 ft in
height.
500 of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
66.70 of dominant vegetation is FAC or wetter.
❑es ❑ No
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

SOIL Sampling Point: DP2
Profile Description L, :Describe to the depth needed to document the Indicator or confirm the absence of Indicators.D
Depth Matrix
Redox Features
(inches) Color (moist) 0
Color (moist) ❑ Type Doc Texture
Remarks
0-8 10❑R d1 95
10DR 6/6 5 C M Doamy/Clayey Prominent redox concentrations
8-18 10❑R 5/1 95
10❑R 6/6 5 C P❑ Doamy/Clayey Prominent redox concentrations
'Type: CDConcentration, D❑Depletion, RMCReduced Matrix, MSDMasked Sand Drains. 2Docation: P❑❑Pore Dining, MCMatrix.
Hydric Soil IndicatorsD
Indicators for Problematic Hydric Soils'❑
Histosol (Al)
_ Polyvalue Below Surface (S8) VLRA 1 C77, 1 F1 1.-,,
_2 cm Muck (A10) MLRA 1 F171i
Histic Epipedon (A2)
_Thin Dark Surface (S9) FVILRA 1 d7, 1 CB ii
_Coast Prairie Redox (A16)
Histic (A3)
_ Doamy Mucky Mineral (F1) 11MLRA 136'.7
1A LRA 1 C7, 1 iS❑
—Black
—Hydrogen Sulfide (AD)
_ Doamy 0leyed Matrix (172)
—Piedmont Floodplain Soils (F19)
payers (A5)
❑ Depleted Matrix (F3)
JMLRA 136, 1 E72
_Stratified
2 cm Muck (A10) ELRR N❑
_Redox Dark Surface (F6)
_Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
-outside MLRA 127, 1 r'7, 1 CB❑
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Dery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) CLRR N,
_Other (Explain in Remarks)
❑leyed Matrix (S13
MLRA 1361o,
_Sandy
_ Sandy Redox (S5)
_ ❑mbric Surface (F13) 'MLRA 122, 136E-.
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) MLRA 1 B _
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) 1ULRA 127, 1 [1, 1 L"$❑
unless disturbed or problematic.
Restrictive Layer df observedim
Type:
Depth (inches):
Hydric Soil
Present.--] ,as ❑ No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Dersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, Dersion 8.0, 2016.
Indicators of hydric soil are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 Dersion 2.0

WETLAND DETERMINATION DATA FORM ❑ Eastern Mountains and Piedmont Region
Project/Site: Cottage Dreen City/County: onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, ❑❑C State: NC Sampling Point: DP3
Investigator(s): DEZ/EDR/M❑S Section, Township, Range: N/A
Dandform (hillside, terrace, etc.): Interfluve ❑Dcal relief (concave, convex, none): None Slope (0): 0-2
Subregion (ERR or MORA): ERR P, MORA 136 Dat: 311968089 ❑ong: -80.500113 Datum: NAD 83
Soil Map ❑nit Name: Cid channery sift loam, 1 to 5 percent slopes (CmB) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (If no, explain in Remarks.)
Are ❑egetation Soil or Hydrology significantly disturbed❑ Are [Normal Circumstances❑present❑ ❑es ❑ No
Are ❑egetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
SLIMMARLI OF FINDINGS []Attach site map shoEing sampling point locations, transects, important features, etc.
Hydrophytic ❑egetation Present❑ Des ❑ No Is the Sampled Area
Hydric Soil Present❑ Des D No ❑Ithin a Wetland❑ Des D No
Wetiand Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of jurisdictional wetland AA.
HoDROLOG❑
Wetland Hydrology Indicators-
Secondary Indicators (minimum of two reouired)
Primary Indicators (minimum of one is required: check
all that apply)
—Surface Soil Cracks (136)
❑ Surface Water (Al) _True
Aquatic Plants (131 ❑j
_Sparsely Degetated Concave Surface (138)
❑ High Water Table (A2) —Hydrogen
Sulfide Odor (C1)
❑ Drainage Patterns (810)
_ Saturation (A3) —Oxidized
Rhizospheres on Diving Roots (C3)
—Moss Trim Ones (1316)
—Water Marks (131) —Presence
of Reduced Iron (C0
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Disible on Aerial Imagery (C9)
_Algal Mat or Crust (B❑j _
Other (Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (85)
❑ ❑eomorphic Position (D2)
_ Inundation Disible on Aerial Imagery (87)
—Shallow Aquitard (D3)
—Water -Stained Deaves (69)
_ Microtopographic Relief (DO
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations❑
Surface Water Present❑ Des o No
Depth (inches): 1
Water Table Present❑ ❑es ❑ No
Depth (inches): 6
Saturation Present❑ Des ❑ No
Depth (inches): 6
Wetland
Hydrology Present❑ ❑es ❑ No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

uEGETATION Your Stratau❑ Ilse scientific names of plants.
Sampling Point: DP3
Tree Stratum (Plot size: 30 )
❑ Cover
Species❑
Status
Dominance Test worksheet.`,
1.
Acer rubrum
30
Des
FAC
Number of Dominant Species
2.
Liquidambar styraciflua
20
Des
FAC
That Are OBq FACW, or FAC: 7 (A)
3.
Ulmus rubra
20
Des
FAC
Total Number of Dominant
El
Species Across All Strata: 9 (B)
5.
Percent of Dominant Species
6.
That Are OBq FACW, or FAC: 77.80 (A/B)
7.
Prevalence Index ❑orksheet
70
❑Total Cover
Total ❑ Cover of: Multiply by:
500 of total cover:
35
200 of total cover:
1 ❑
OB❑ species x 1 ❑
Sapling/Shrub
Stratum (Plot size: 15
)
FACW species x 2 ❑
1.
Ligustrum sinense
80
Des
FAC❑
FAC species x 3 ❑
2.
FAC❑ species x ❑ ❑
3.
OPOspecies x 5 ❑
El
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A ❑
6.
Hydrophytic vegetation Indicators❑
7.
_ 1 - Rapid Test for Hydrophytic ❑egetation
8.
❑ 2 - Dominance Test is D500
9.
3 - Prevalence Index is s3.0'
80
❑Total Cover
_
❑- Morphological Adaptations' (Provide supporting
500 of total cover.
❑D
200 of total cover:
16
_
data in Remarks or on a separate sheet)
Herb
Stratum (Plot size: 5 )
_ Problematic Hydrophytic ❑egetation' (Explain)
1.
Ligustrum sinense
60
Des
FAC❑
'Indicators of hydric soil and wetland hydrology must be
2.
Microstegium vimineum
30
-Des
FAC
resent, unless disturbed or problematic.
Definitions of Four vegetation Stratau
3.
El
Tree 0 Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling3hrub ❑ Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 It
9
(1 m) tall.
10.
Herb 0 All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
90
Notal Cover
Woody cine ❑ Aii woody vines greater than 3.28 ft in
500 of total cover.
05
200 of total cover:
18
height.
Woody ❑ine Stratum (Plot size: 30 )
1.
Toxicodendron radicans
10
❑es
FAC
2.
Otis rotundifolia
5
lies
FAC
3.
Smilax rotundifolia
5
Des
FAC
a
5.
Hydrophytic
20
Notal Cover
vegetation
500 of total cover:
10
200 of total cover:
❑
Present- Lies ❑ No
Remarks: (include photo numbers here or on a separate sheet.)
77.80 of dominant vegetation is FAC or wetter.
❑S Army Corps of Engineers Eastern Mountains and Piedmont ❑ ❑ersion 2.0

SOIL Sampling Point: DP3
Profile Descriptions Mescribe to the depth needed to document the indicator or confirm the absence of Indicators.0
Depth Matrix
Redox Features
(inches) Color (moist) ❑
Color (moist) ❑ Type ❑oc Texture
Remarks
0-3 10❑R 3/2 100
[loamy/Clayey
3-7 2.506/2 85
7.50R 5/8 15 C M [loamy/Clayey
Prominent redox concentrations
7-18 2.506/2 80
7.50R 3/0 20 C M [loamy/Clayey
Prominent redox concentrations
'Type: C❑Concentration, DCDepletion, RMdReduced Matrix, MS[Masked Sand ❑rains. 20Dcation: P❑pore 11ning, MEMatrix.
Hydric Soil Indicators❑
Indicators for Problematic Hydric Soils'❑
_ Histosol (Al)
_ Polyvalue Below Surface (S8) i-MLRA 1 F-7/, 1 ❑617, _
2 cm Muck (Al 0) IULRA 1 117❑
_ Histic Epipedon (A2)
_Thin Dark Surface (S9) JALRA i X71, 1 _Coast
Prairie Redox (At 6)
_ Black Histic (A3)
_ [loamy Mucky Mineral (F1) [MLRA 136❑
(MLRA 1 E7, 118❑
_Hydrogen Sulfide (AE)
_ [loamy ❑leyed Matrix (F2) _Piedmont
Floodplain Soils (F19)
Dayers (A5)
❑ Depleted Matrix (F3)
JALRA 136, 1 r7❑
_Stratified
_2 cm Muck (A10) tLRR No
_ Redox Dark Surface (F6) _
Red Parent Material (F21)
❑ Depleted Below Dark Surface (A11)
Depleted Dark Surface (F7)
!outside MLRA 127, 11117, 1 LB 11,
—Thick Dark Surface (Al2)
_
_ Redox Depressions (F8) _
❑ery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_iron -Manganese Masses (F12) [LRR N, _Other
(Explain in Remarks)
❑[eyed Matrix (SQ
MLRA 136❑
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) [MLRA 122, 136❑ 3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) jALRA 1 ❑B❑
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) CAALRA 127, 1 ❑7, 1125
unless disturbed or problematic.
..00..�. �.o . oY" ....�o..o..
Type:
Depth (inches): Hydric Soil Present❑ [196 ❑ No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement ❑ersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, Dersion 8.0, 2016.
Indicators of hydric soil are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

WETLAND DETERMINATION DATA FORM iD Eastern Mountains and Piedmont Region
Project/Site: Cottage Dreen City/County: onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, DDC State: NC Sampling Point: DPD
Investigator(s): DDZ/mR/MDS Section, Township, Range: N/A
Dandform (hillside, terrace, etc.): Hillslope Docal relief (concave, convex, none): None Slope (D): 0-2
Subregion (ERR or MDRA): ERR P, M❑RA 136 Dat: 311967308 Dong: -80.506523 Datum: NAD 83
Soil Map unit Name: Doldston very channery sift loam, 15 to D5 percent slopes (DoE) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of yearn Des ❑ No (If no, explain in Remarks.)
Are ❑egetation Soil or Hydrology significantly disturbed Are [Normal CircumstancesDpresentD Des ❑ No
Are Degetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
S❑MMAR❑ OF FINDINGS El Attach site map shooing sampling point locations, transects, important features, etc.
Hydrophytic Degetation Present❑ Des No ❑ Is the Sampled Area
Hydric Soil Present❑ Des No ❑ ,1thin a Wetland,, -1, ❑es No 11Wetland Hydrology Present❑ Des No ❑
Remarks:
Data point representative of non-jursidictional upland.
H❑DROLOG❑
Wetland Hydrology Indicators❑
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is required: check
all that aaaly)
_ Surface Soil Cracks (136)
_ Surface Water (Al) —True
Aquatic Plants (131 ❑)
—Sparsely Degetated Concave Surface (68)
_ High Water Table (A2) —Hydrogen
Sulfide Odor (Ci)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Diving Roots (C3)
_Moss Trim Dines (616)
—Water Marks (137) —Presence
of Reduced Iron (C❑)
_ Dry -Season Water Table (C2)
_Sediment Deposits (B2) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (B3) _Thin
Muck Surface (C7)
_Saturation Disible on Aerial Imagery (C9)
_Algal Mat or Crust (B❑) —Other
(Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (85)
_ ❑eomorphic Position (D2)
_ Inundation Disible on Aerial Imagery (67)
—Shallow Aquitard (133)
—Water -Stained [leaves (89)
_Microtopographic Relief (D❑j
Aquatic Fauna (613)
FAC -Neutral Test (D5)
Field Observations❑
Surface Water Present❑ Des No
❑ Depth (inches):
Water Table Present❑ Des No
❑ Depth (inches):
Saturation Present❑ Des No
❑ Depth (inches):
Wetland
Hydrology Present❑ ❑es No ❑
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are not present.
DS Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

❑EGETATION Tour Stratau❑ ❑se scientific names of plants.
Sampling Point: DPp
Tree Stratum (Plot size: 30 )
❑ Cover
Species❑
Status
Dominance Test ❑orksheet-
1.
U/mus rubra
60
Des
FAC
Number of Dominant Species
2.
Liquidambarstyraciflua
60
Des
FAC
That Are OB❑, FACW, or FAC: 6 (A)
3.
Celtis occidentalis
50
Des
FAC❑
Total Number of Dominant
n
Acer rubrum
30
No
FAC
Species Across All Strata: 12 (B)
5.
Cercis canadensis
20
No
FAC❑
Percent of Dominant Species
6.
That Are OB❑, FACW, or FAC: 50.00 (A/B)
7.
Prevalence Index ❑orksheet❑
220
❑Total Cover
Total ❑ Cover of: Multiply by:
500 of total cover:
110
200 of total cover:
W
0130species x 1 ❑
Saolina/Shrub
Stratum (Plot size: 15
)
FACW species x 2 ❑
1.
Ligustrum sinense
10
Des
FAC❑
FAC species x 3 ❑
2.
Acerrubrum
20
Des
FAC
FAC❑ species x ❑ ❑
3.
Carpinus carohniana
10
Des
FAC
❑P❑ species x 5 ❑
El
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A ❑
6.
Hydrophytic ❑egetation Indicators❑
7.
_ 1 - Rapid Test for Hydrophytic ❑egetation
8.
2 - Dominance Test is D50
9.
3 - Prevalence Index is s3.0'
Do
❑Total Cover
❑- Morphological Adaptations' (Provide supporting
500 of total cover.
20
2011 of total cover.
8
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
-Problematic Hydrophytic ❑egetation' (Explain)
1.
Ligustrum sinense
50
Des
FAC❑
'Indicators of hydric soil and wetland hydrology must be
2.
Allium vineale
DD
Des
FAC❑
present, unless disturbed or problematic.
Definitions of Four oegetation Strata,-!
3. Lonicera japonica m pes FAC❑
11
Polystichum acrostichoides
10
No
FAC❑
Tree ❑ Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
Erythronium americanum
15
No
❑P❑
more in diameter at breast height (DBH), regardless of
6.
Schedonorus arundinaceus
35
No
FAC❑
height.
7•
SaplingiShrub ❑ Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
9
(1 m) tall.
10.
Herb ❑All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
190
pTotal Cover
Woody Cine ❑ All woody vines greater than 3.28 ft in
500 of total cover.
95
200 of total cover:
38
height.
Woody pine Stratum (Plot size: 30 )
1.
Smilax rotundifolia
30
pes
FAC
2.
Vitis rotund/folia
10
Des
FAC
3.
Lonicera japonica
10
Des
FACE]
EL
5.
50
❑Total Cover
Hydrophytic
vegetation
500 of total cover:
25
20❑ of total cover:
10
Present❑ Lies No ❑
Remarks: (Include photo numbers here or on a separate sheet.)
50 of dominant vegetation is FAC or wetter.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 11 ❑ersion 2.0

SOIL Sampling Point: DPG
Profile Descriptions Describe to the depth needed to document the indicator or confirm the absence of indicators.❑
Depth Matrix
Redox Features
(inches) Color (moist) ❑
Color (moist) ❑ Type Ooc
Texture Remarks
0-3 10OR Dr3 100
mamy/Clayey
3-10 10❑R 6/D 100
Doamy/Clayey
1 a18 2.506/8 100
❑oamy/Clayey
'Type: CDConcentration, DCflepletion, RMa2educed Matrix, MSDMasked Sand ❑rains.
2Docation: PDOPore [Ining, MCMatrix.
Hydric Soil Indicators❑
Indicators for Problematic Hydric Soils'❑
Histosol (Al)
Polyvalue Below Surface (S8) MLRA
1'7, 1 EIV 2 cm Muck (A10) AALRA 1 D70
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) MLRA 1 C7, 1
�&j —Coast Prairie Redox (At 6)
—Black Histic (A3)
_ Doamy Mucky Mineral (F1) iMLRA 1367 AALRA 1'--7, 1 B❑
—Hydrogen Sulfide (AE)
_ Cbamy ❑[eyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_Stratified Dayers (A5)
_Depleted Matrix (F3)
:VLRA 136, 117r_
2 cm Muck (A10) [LRR N❑
_Redox Dark Surface (F6)
_Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
-butside MLRA 127, 1 C7, 1 [B[
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Dery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) FLRR N, _Other (Explain in Remarks)
Dleyed Matrix (SE)
MLRA 1361,,
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) MLRA 122, 136EL 3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) 3ALRA 1 Au wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) FBLRA 127, 1 D7, 1 Bs unless disturbed or problematic.
Restrictive Layer [if observed. �[i
Type:
Depth (inches):
Hydric Soil Presents Iles No ❑
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Dersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, Dersion 8.0, 2016.
Indicators of hydric soil are not present.
DS Army Corps of Engineers Eastern Mountains and Piedmont 0 Dersion 2.0

WETLAND DETERMINATION DATA FORM ❑ Eastern Mountains and Piedmont Region
Project/Site: Cottage Oreen City/County: Onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, DOC State: NC Sampling Point: DP5
Investigator(s): DCI'/EDR/MOS Section, Township, Range: N/A
D3ndform (hillside, terrace, etc.): Hillslope Ducal relief (concave, convex, none): None Slope (o): 0-2
Subregion (❑?2R or M❑RA): ❑2R P, MORA 136 Dat: 3[1968132 Dong: -80.50206❑ Datum: NAD 83
Soil Map Onit Name: Doidston-Badin complex, 8 to 15 percent slopes (OsC) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (If no, explain in Remarks.)
Are Degetation Soil or Hydrology significantly disturbed Are [Normal Circumstances Opresent D Des ❑ No
Are Degetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
S❑MMAR❑ OF FINDINGS ❑Attach site map sho❑ing sampling point locations, transects, important features, etc.
Hydrophytic Degetation Present❑ Des ❑ No Is the Sampled Area
Hydric Soil Present❑ Des No ❑ ❑fthln a Wetlands nes No ❑
Wetland Hydrology Present❑ Des D No
Remarks:
Data point representative of non jursidictional upland.
H❑DROLOG❑
Wetland Hydrology Indicators,
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required:
check all that apply)
—Surface Soil Cracks (66)
_Surface Water (Al)
_True Aquatic Plants (B1 ❑j
_Sparsely Degetated Concave Surface (138)
—High Water Table (A2)
—Hydrogen Sulfide Odor (C1)
❑ Drainage Patterns (1310)
_Saturation (A3)
_Oxidized Rhizospheres on living Roots (C3)
_Moss Trim Cines (B16)
—Water Marks (137)
—Presence of Reduced Iron (C❑j
_ Dry -Season Water Table (C2)
_ Sediment Deposits (132)
—Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_Drift Deposits (133)
_Thin Muck Surface (C7)
_Saturation Disible on Aerial Imagery (C9)
_Algal Mat or Crust (BQ
_ Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
❑ ❑eomorphic Position (D2)
_ Inundation ❑isible on Aerial Imagery (67)
_ Shallow Aquitard (133)
—Water -Stained Oeaves (139)
_Microtopographic Relief (DO
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations ;
Surface Water Present❑ Des
No ❑ Depth (inches):
Water Table Present[] Des
No ❑ Depth (inches):
Saturation Present❑ Des
No ❑ Depth (inches):
Wetland
Hydrology Present❑ Les ❑ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 Dersion 2.0

❑EGETATION [Four Strata!!❑ Ilse scientific names of plants.
Sampling Point: DP5
Tree Stratum (Plot size: 30 )
❑ Cover
Species❑
Status
Dominance Test r-orksheetE
1.
Ulmus rubra
30
Des
FAC
Number of Dominant Species
2.
Liquidambar styraciflua
20
❑es
FAC
That Are OB❑, FACW, or FAC: ❑ (A)
3.
Fraxinus pennsylvanica
10
No
FACW
Total Number of Dominant
11
Acer rubrum
15
❑es
FAC
Species Across All Strata: 6 (B)
5•
Percent of Dominant Species
6.
That Are OBq FACW, or FAC: 66.70 (AB)
7.
Prevalence Index ❑orksheetri
75
❑Total Cover
Total ❑ Cover of. Multiply by:
500 of total cover:
38
200 of total cover:
15
OB❑species x 1 ❑
SaDlina/Shrub
Stratum (Plot size: 15
)
FACW species x 2 ❑
1.
Ligustrum sinense
100
Des
FAC❑
FAC species x 3 ❑
2.
FAC❑ species x ❑ ❑
3.
❑P❑ species x 5 ❑
El
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A ❑
6.
Hydrophytic ❑egetation Indicators❑
7.
_ 1 - Rapid Test for Hydrophytic Degetation
a.
❑ 2 - Dominance Test is D500
9.
3 - Prevalence Index is s3.0'
100
DTotal Cover
_
❑- Morphological Adaptations' (Provide supporting
500 of total cover:
50
200 of total cover:
20
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
—Problematic Hydrophytic Degetation' (Explain)
1.
Ligustrum sinense
70
Des
FAC❑
'Indicators of hydric soil and wetland hydrology must be
2.
Smilax rotundifolia
15
No
FAC
present, unless disturbed or problematic.
Definitions of Four Degetation Strata[]
3.
EL
Tree ❑ Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling Shrub ❑Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
9.
(1 m) tall.
10.
Herb ❑All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
85
[Trotal Cover
Woody eine ❑ All woody vines greater than 3.28 It in
50 of total cover.
CD
200 of total cover:
17
height.
Woody Dine Stratum (Plot size: 30 )
1.
Vitis rotundifolia
20
Des
FAC
2.
3.
D
5.
Hydrophytic
20
❑Total Cover
oegetatlon
50 of total cover.
10
20
of total cover:
❑
Presents Ues ❑ No
Remarks: (Include photo numbers here or on a separate sheet.)
66.7 11 of dominant vegetation is FAC or wetter.
❑S Army Corps of Engineers Eastern Mountains and Piedmont D Dersion 2.0

SOIL Sampling Point: DP5
Profile DescriptionL Describe to the depth needed to document the indicator or confirm the absence of indicators.L
Depth Matrix Redox Features
(inches) Color (moist) ❑ Color (moist) ❑ Type Do(? Texture Remarks
0-0 10❑R 5/3 100 Loamy/Clayey
D•18 10❑R 5/0 90 7.50R d6 10 C P❑ ❑oamy/Clayey Distinct redox concentrations
'Type: C❑Concentration, DLDepletion, RMCReduced Matrix, MSEMasked Sand ❑rains.
2cocation: P❑ Pore Dnin , M❑INatrix.
Hydric Soil IndkatoraD
Indicators for Problematic Hydric S01183L
Histosol (Al)
Polyvalue Below Surface (S8) CMLRA 1;71, 1LBL
2 cm Muck (A10) ]ALRA 11,70
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) IMLRA 1077, 1 LB❑
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ ❑Damy Mucky Mineral (F1) iULRA 136,-i
ALRA V-_ 1 ALA
_ Hydrogen Sulfide (AL)
_ mamy ❑leyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_ Stratified Dayers (A5)
_ Depleted Matrix (F3)
[111111 LRA 136, 1 ❑7❑
_ 2 cm Muck (A10) LLRR N L
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
-Outside MLRA 127,1 C7, 1 DII [
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ ❑ery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) 1RR N,
_Other (Explain in Remarks)
❑leyed Matrix (SE)
MLRA 1360
_Sandy
_ Sandy Redox (S5)
_ ❑mbric Surface (F13) rMLRA 122,136P,
3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) ALRA 1 LAo
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) [MLRA 127, 117, 1 C$L 1
unless disturbed or problematic.
Restrictive Layer [if observed,.
Type:
Depth (inches):
Hydric Soil Present❑ Des No ❑
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement ❑ersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, ❑ersion 8.0, 2016.
Indicators of hydric soil are not present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

WETLAND DETERMINATION DATA FORM _i Eastern Mountains and Piedmont Region
Cottage o reen
Project/Site: _ _.._ _ - _ _ _ _ _ City/County: onion Sampling Date: 3-5-18
Applicant/Owner. Highway 601 Development, mC State: NC Sampling Point: DP6
Investigator(s): DMEDR/MoS Section, Township, Range: N/A
oandform (hillside, terrace, etc.): Hillslope Docal relief (concave, convex, none): Concave Slope (0): 2
Subregion (ERR or M❑RA): ERR P, MCRA 136 Dat: 311966823 Dong: -80.502116 Datum: NAD 83
Soil Map ❑nit Name: ❑oldston-Badin complex, 8 to 15 percent slopes (0sC) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (If no, explain in Remarks.)
Are Oegetation Soil or Hydrology significantly disturbed Are (Normal Circumstancesopresent❑ Des ❑ No
Are Degetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
SEIMMAR❑ OF FINDINGS Li Attach site map sho❑Ing sampling point locations, transects, important features, etc.
Hydrophytic oegetation Present❑ Des ❑ No Is the Sampled Area
Hydric Soil Present❑ Des No o ❑[thin a Wetland., ❑es No ❑
Wetland Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of non-jursidictional upland.
WDROLOG ❑
Wetland Hydrology Indicaton;❑
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reauiredd check
all that aooly)
_Surface Soil Cracks (66)
_Surface Water (A1) _True
Aquatic Plants (131 1)
0 Sparsely Degetated Concave Surface (138)
❑ High Water Table (A2)
Sulfide Odor (C1)
❑ Drainage Patterns (610)
—Hydrogen
❑ Saturation (A3) _Oxidized
Rhizospheres on ❑ving Roots (C3)
_Moss Trim [Ines (1316)
—Water Marks (131) —Presence
of Reduced Iron (Cq
_ Dry -Season Water Table (C2)
_Sediment Deposits (132) _Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Disible on Aerial Imagery (C9)
_Algal Mat or Crust (B Di _Other
(Explain in Remarks)
_Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
❑ Deomorphic Position (D2)
_ Inundation Disible on Aerial Imagery (67)
—Shallow Aquitard (133)
—Water -Stained Dmves (69)
_ Microtopographic Relief (D❑)
Aquatic Fauna (1313)
FAC -Neutral Test (135)
Field Observations❑
Surface Water Present❑ Des No
❑ Depth (inches):
Water Table Present[] Des 0 No
Depth (inches): 2
Saturation Present❑ Des o No
Depth (inches): 1
Wetland
Hydrology Presento Elea ❑ No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
DS Army Corps of Engineers Eastern Mountains and Piedmont 0 0ersion 2.0

❑EGETATION Tour Strata❑❑ Else scientific names of plants.
Sampling Point: DP6
Tree Stratum
(Plot size: 30 )
❑ Cover Species El Status
Dominance Test ❑orksheet[^
1
Number of Dominant Species
2.
That Are OBq FACW, or FAC: 1 (A)
3.
Total Number of Dominant
El
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OB❑, FACW, or FAC: 100.00 (A/B)
7.
Prevalence Index ❑orksheetc
❑notal Cover
Total ❑ Cover of: Multiply by:
500 of total cover:
200 of total cover:
0130species x1 ❑
Sapling/Shrub
Stratum (Plot size: 15
)
FACW species x2 ❑
1. Liquidambar styraciflua
5 Des FAC
FAC species x 3 ❑
2.
FAC❑ species x ❑ ❑
3.
OPOspecies x 5 ❑
a
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A ❑
6.
Hydrophytic ❑egetation Indicators❑
7.
_ 1 - Rapid Test for Hydrophytic ❑egetation
8,
❑ 2 - Dominance Test is 0500
g.
_ 3 - Prevalence Index is s3.0'
5 ❑Total Cover
❑- Morphological Adaptations' (Provide supporting
500 of total cover:
3 200 of total cover: 1
_
data in Remarks or on a separate sheet)
Herb Stratum
(Plot size: 5 )
Problematic Hydrophytic ❑egetation' (Explain)
1.
'Indicators of hydric soil and wetland hydrology must be
2,
present, unless disturbed or problematic.
Definkions of Four ❑egetation Strata❑
3.
a
Tree ❑ Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling iShrub ❑ Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 ft
g
(1 m) tall.
10.
Herb ❑All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tali.
[Trotal Cover
Woody cine ❑ All woody vines greater than 3.28 ft in
5011 of total cover:
200 of total cover:
height.
Woody Dine Stratum (Plot size: 30 )
'1
2.
3.
la
5.
Hydrophytic
[]Total Cover
❑egetation
500 of total cover:
200 of total cover:
PresentLI Lies ❑ No
Remarks: (Include photo numbers here or on a separate sheet.)
1000 of dominant vegetation is FAC or wetter.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

SOIL Sampling Point: DP6
Profile Description❑ [Describe to the depth needed to document the indicator or confirm the absence of Indicators.ij
Depth Matrix
Redox Features
(inches) Color (moist) ❑
Color (moist) ❑ Type Doc
Texture Remarks
0-0 10❑R 5/3 85
7.5❑R 5/6 15 C P❑
Cbamy/Clayey Prominent redox concentrations
oF12 10❑R 5/0 90
7.5 OR 5/6 10 C M
❑oamy/Clayey Distinct redox concentrations
12-18 10❑R 5/3 90
7.5❑R 5/6 10 C M
Cbamy/Clayey Prominent redox concentrations
'Type: C❑Concentration, DCDepletion, RMCReduced Matrix, MSCMasked Sand ❑rains.
2❑ocation: P❑CPore Elning, MCMatrix.
Hydric Soil Indicators)
Indicators for Problematic Hydric Soils❑
_ Histosol (Al)
_ Polyvalue Below Surface (S8) AALRA
1 C-7, 108 _ 2 cm Muck (All 0) 1ULRA V-17 ❑
_Histic Epipedon (A2)
_Thin Dark Surface (S9) !ULRA 171, 1
rte❑ —Coast Prairie Redox (Al 6)
_ Black Histic (A3)
_ Ebamy Mucky Mineral (F1) [ULRA 136-1 WLRA 1 c7, 1 `IS❑
—Hydrogen Sulfide (ACJ
_ Ebamy ❑leyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_Stratified ❑ayers (A5)
—Depleted Matrix (F3)
MLRA 136, 1 C7❑
2 cm Muck (A10) I LRR N❑
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (Al 1)
_ Depleted Dark Surface (F7)
outside MLRA 127, 1 [7, 1 ESQ:
—Thick Dark Surface (Al 2)
_ Redox Depressions (F8)
_ ❑ery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) 1RR N, _Other (Explain in Remarks)
❑leyed Matrix (Sdj
MLRA 136
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) !ULRA 122, 136n 3Indicators of hydrophytic vegetation and
_Stripped Matrix (S6)
_Piedmont Floodplain Soils (F19) iALRA IAul wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) [MLRA 127, 1 117, 1 C6❑ unless disturbed or problematic.
Restrictive Layer If observedlu
Type:
Depth (inches):
Hydric Soil Present❑ ❑es No ❑
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement ❑ersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, ❑ersion 8.0, 2016.
Indicators of hydric soil are not present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

WETLAND DETERMINATION DATA FORM ❑ Eastern Mountains and Piedmont Region
Project/Site: Cottage preen City/County: onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, oDC State: NC Sampling Point: DP7
Investigator(s): D17_/1DR/M❑S Section, Township, Range: N/A
Dandform (hillside, terrace, etc.): Interfluve oocal relief (concave, convex, none): None Slope (0): 0-2
Subregion (ERR or M❑RA): ❑RR P, M❑RA 136 Dat: 31196❑108 Dong: -80.500109 Datum: NAD 83
Soil Map ❑nit Name: Cid channery silt loam, 1 to 5 percent slopes (CmB) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of year❑ Des ❑ No (If no, explain in Remarks.)
Are Degetation , Soil or Hydrology significantly disturbed Are [Normal Circumstances❑present❑ Des ❑ No
Are ❑egetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
S❑MMAR❑ OF FINDINGS []Attach site map shooing sampling point locations, transects, important features, etc.
Hydrophytic ❑egetation Present❑ Des No ❑ Is the Sampled Area
Hydric Soil Present❑ Des ❑ No P. [thin a Wetland❑ -les No ❑
Wetland Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of Stream SC.
H❑DROLOG❑
Wetland Hydrology Indicatorso
Secondary Indicators (minimum of two reauired)
Primary Indicators (minimum of one is reouired:
check all that apply)
—Surface Soil Cracks (136)
❑ Surface Water (Al)
_True Aquatic Plants (B1 Dl
_Sparsely Degetated Concave Surface (68)
❑ High Water Table (A2)
_Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (B10)
_Saturation (A3)
❑ Oxidized Rhizospheres on Diving Roots (C3)
_Moss Trim [Ines (B16)
_Water Marks (131)
_Presence of Reduced Iron (C 1)
_Dry -Season Water Table (C2)
—Sediment Deposits (132)
—Recent Iron Reduction in Tilled Soils (C6)
—Crayfish Burrows (C8)
_ Drift Deposits (133)
—Thin Muds Surface (C7)
—Saturation ❑isible on Aerial Imagery (C9)
_Algal Mat or Crust (B❑)
_Other (Explain in Remarks)
_Stunted or Stressed Plants (D1)
—Iron Deposits (135)
_ ❑eomorphic Position (D2)
_ Inundation ❑isible on Aerial Imagery (137)
—Shallow Aquitard (D3)
—Water -Stained Deaves (69)
_ Microtopographic Relief (DE)
Aquatic Fauna (1313)
FAC -Neutral Test (D5)
Field Observations❑
Surface Water Present❑ Des ❑
No Depth (inches): 1
Water Table Present❑ Des ❑
No Depth (inches): 8
Saturation Present❑ Des ❑
No Depth (inches): 8
Wetland Hydrology Presents] oes ❑ No
includes capillary hinge)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 11 Dersion 2.0

oEGETATION [pour Stratao❑ Use scientific names of plants.
Sampling Point: DP7
Tree Stratum (Plot size: 30 )
❑ Cover Species❑
Status
Dominance Test oorksheetE
1 •
Number of Dominant Species
2.
That Are OBq FACW, or FAC: 0 (A)
3.
Total Number of Dominant
a
Species Across All Strata: 2 (B)
5.
Percent of Dominant Species
6.
That Are OBD, FACW, or FAC: 0.00 (A/B)
7.
Prevalence Index ❑orkshestO
OTotal Cover
Total 0 Cover of: Multiply by:
500 of total cover:
200 of total cover:
OBOspecies x 1 ❑
Sapling/Shrub Stratum (Plot size: 15
)
FACW species x 2 D
1.
FAC species x 3 0
2.
FACO species x 0 ❑
3.
OPOspecies x 5 0
D.
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A D
6.
Hydrophytic Degetation IndicatorsD
7.
_ 1 - Rapid Test for Hydrophytic Oegetation
8.
- Dominance Test is 0500
9.
—2
3 - Prevalence Index is s3.01
OTotai Cover
_
❑ - Morphological Adaptations' (Provide supporting
500 of total cover.
200 of total cover.
_
data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5 )
—Problematic Hydrophytic Oegetation1 (Explain)
1. Lonicera japonica
20 Des
FAC❑
'Indicators of hydric soil and wetland hydrology must be
2. Ligustrum sinense
20 Des
FAC❑
present, unless disturbed or problematic.
Definitions of Four oegetation Strata[,,
3.
D.
Tree 0 Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling Shrub 0Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 It
9
(1 m) tall.
10.
Herb DAN herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
00 OTotal Cover
Woody olne ❑ AN woody vines greater than 3.28 ft in
500 of total cover.
20 200 of total cover.
8
height.
Woody pine Stratum (Plot size: 30 )
1.
2.
3.
El
5'
Hydrophytic
DTotal Cover
oegetation
500 of total cover:
200 of total cover.
Present!' Des No ❑
Remarks: (Include photo numbers here or on a separate sheet.)
0 1 of dominant vegetation is FAC or wetter.
DS Army Corps of Engineers Eastern Mountains and Piedmont 0 Dersion 2.0

SOIL Sampling Point: DP7
Profile DescriptionE Describe to the depth needed to document the indicator or confirm the absence of indicators.il
Depth Matrix
Redox Features
(inches) Color (moist) ❑
Color (moist) ❑ Type Doc Texture Remarks
0-8 10DR ❑r2 98
7.5 OR 6/6 2 C M loamy/Clayey Prominent redox concentrations
8-18 10❑R 6/1 90
7.5❑R 6/6 10 C P❑ DDamy/Clayey Prominent redox concentrations
'Type: CDConcentration, DDDepletion, RM❑Reduced Matrix, MSDMasked Sand Drains.
2❑bcation: PD❑Pore OlnJing, M❑Matrix.
Hydric Soil IndIcators❑
Indicators for Problematic Hydric Soils❑
_ Histosoi (Al)
_ Polyvalue Below Surface (S8) EALRA 1 _77, 1 ❑BF!
_ 2 cm Muck (A10) IALRA 1 EIV
_ Histic Epipedon (A2)
—Thin Dark Surface (S9) 7BLRA 1 E7, 1 LED
—Coast Prairie Redox (A16)
_ Black Histic (A3)
_ loamy Mucky Mineral (F1) ALRA 136i-.1
IIILRA 1117, 1 FB❑
—Hydrogen Sulfide (AE)
_ loamy ❑leyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
_Stratified Dayers (A5)
❑ Depleted Matrix (F3)
AILRA 136, 1 1710
2 cm Muds (A10) tLRR N -D
_Redox Dark Surface (F6)
_Red Parent Material (F21)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
outside MLRA 127, 1 ❑7, 1 FBI,,
—Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ ❑ery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) [LRR N,
_Other (Explain in Remarks)
Dleyed Matrix (SC)
MLRA 136❑
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) UMLRA 122,136E
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (F19) IALRA 1 DIII❑
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) EMLRA 127, 1 C7, 1 FED
unless disturbed or problematic.
Restrictive Layer [)f observed -ID
Type:
Depth (inches):
Hydric Soil
Present❑ ❑es ❑ No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Dersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, ❑ersion 8.0, 2016.
Indicators of hydric soil are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 ❑ersion 2.0

WETLAND DETERMINATION DATA FORM ❑ Eastern Mountains and Piedmont Region
Project/Site: Cottage Dreen City/County: onion Sampling Date: 3-5-18
Applicant/Owner: Highway 601 Development, oDC State: NC Sampling Point: DP8-
Investigator(s): DL7JCDR/MDS Section, Township, Range: N/A
Dandfomt (hillside, terrace, etc.): Depression Dotal relief (concave, convex, none): Concave Slope (0): 0
Subregion (ERR or MCRA): ERR P, MERA 136 Dat: 311963700 Dong: -80.500000 Datum: NAD 83
Soil Map unit Name: Cid channery sift loam, 1 to 5 percent slopes (CmB) NWI classification: N/A
Are climatic / hydrologic conditions on the site typical for this time of yearn Des ❑ No (If no, explain in Remarks.)
Are ❑egetation Soil or Hydrology significantly disturbed Are [Normal Circumstances❑present❑ Des ❑ No
Are Degetation Soil or Hydrology naturally problematic❑ (If needed, explain any answers in Remarks.)
S❑MMARD OF FINDINGS ❑Attach site map shooing sampling point locations, transects, important features, etc.
Hydrophytic ❑egetation Present❑ Des ❑ No Is the Sampled Area
Hydric Soil Present❑ Des ❑ No Dithin a Wetland, ❑es D No
Wetland Hydrology Present❑ Des ❑ No
Remarks:
Data point representative of inudated forested wetland BB.
H❑DROLOG❑
Wetland Hydrology Indicator❑
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required
check all that apply)
_ Surface Soil Cracks (136)
❑ Surface Water (Al)
—True Aquatic Plants (B1 C)
❑ Sparsely ❑egetated Concave Surface (138)
❑ High Water Table (A2)
—Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (1310)
❑ Saturation (A3)
❑ Oxidized Rhizospheres on ❑ving Roots (C3)
—Moss Trim Dries (1316)
—Water Marks (131)
—Presence of Reduced Iron (C 0
_ Dry -Season Water Table (C2)
_Sediment Deposits (132)
_Recent Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
_ Drift Deposits (133)
—Thin Muck Surface (C7)
_ Saturation Disible on Aerial Imagery (C9)
—Algal Mat or Crust (BED
—Other (Explain in Remarks)
—Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ ❑eomorphic Position (132)
❑ Inundation ❑isible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
—Water -Stained 0eaves (139)
_ Microtopographic Relief (D❑)
Aquatic Fauna (813)
❑ FAC -Neutral Test (D5)
Field Observations❑
Surface Water Present❑ Des D
No Depth (inches): 1
Water Table Present❑ Des ❑
No Depth (inches): 8
Saturation Present❑ Des ❑
No Depth (inches): 8
Wetland
Hydrology Present❑ Dss ❑ No
includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Indicators of wetland hydrology are present.
DS Army Corps of Engineers Eastern Mountains and Piedmont 0 oersion 2.0

[-EGETATION Your Strata❑❑ ❑se scientific names of plants.
Sampling Point: DP8-BB
Tree Stratum
(Plot size: 30 )
❑ Cover Species❑ Status
Dominance Test C'orksheet-_
1. Salix nigra
115 Des OB❑
Number of Dominant Species
2.
That Are OBq FACW, or FAC: 1 (A)
3.
Total Number of Dominant
a
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OB❑, FACW, or FAC: 100.00 (A/B)
7.
Prevalence Index ❑orkshest❑
❑5 ❑Total Cover
Total ❑ Cover of: Multiply by:
500 of total cover:
23 200 of total cover: 9
OBDspecies x 1 ❑
Saolina/Shrub
Stratum (Plot size: 15
)
FACW species x 2 ❑
1.
FAC species x 3 ❑
2.
FAC❑ species x ❑ ❑
3.
❑P❑ species x 5 ❑
IL
Column Totals: (A) (B)
5.
Prevalence Index ❑ B/A ❑
6.
Hydrophytic Oegetation Indicators[]
7.
_ 1 - Rapid Test for Hydrophytic ❑egetation
8.
❑ 2 - Dominance Test is 11500
9.
—3 - Prevalence Index is s3.0'
[ITotal Cover
❑- Morphological Adaptations' (Provide supporting
500 of total cover.
200 of total cover:
_
data in Remarks or on a separate sheet)
Herb Stratum
(Plot size: 5 )
Problematic Hydrophytic ❑egetation' (Explain)
1
'Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four oegetation Strata❑
3.
a
Tree ❑ Woody plants, excluding vines, 3 in. (7.6 cm) or
5,
more in diameter at breast height (DBH), regardless of
6
height.
7.
Sapling Shrub ❑ Woody plants, excluding vines, less
8,
than 3 in. DBH and greater than or equal to 3.28 It
9
(1 m) tall.
10.
Herb 0All herbaceous (non -woody) plants, regardless
11
of size, and woody plants less than 3.28 ft tall.
17Total Cover
Woody amine ❑ All woody vines greater than 3.28 ft in
500 of total cover.
200 of total cover:
height.
Woody ❑ine Stratum (Plot size: 30 )
1.
2.
3.
a
5'
Hydrophytic
[Notal Cover
,egetation
50❑ of total cover:
200 of total cover:
Present -D -leg ❑ No
Remarks: (Include photo numbers here or on a separate sheet.)
100 of dominant vegetation is FAC or wetter.
❑S Army Corps of Engineers Eastern Mountains and Piedmont ❑ ❑ersion 2.0

SOIL Sampling Point: DP8-BB
Profile Description❑ [Describe to the depth needed to document the Indicator or confirm the absence of indicatom.0
Depth Matrix Redox Features
(inches) Color (moist) ❑ Color (moist) ❑ Type DOC Texture Remarks
0-8 10ER d2 98 7.50R 6/6 2 C M Duamy/Clayey Prominent redox concentrations
8-18 10ER 6/1 90 7.50R 6/6 10 C P❑ Eoamy/Clayey Prominent redox concentrations
'Type: CDConcentration, DEDepletion, RMi Reduced Matrix, MSEMasked Sand ❑rains.
Z❑ocation: PDEPore Fining, MuMatrix.
Hydric Soil Indicators❑
Indicators for Problematic Hydric Soils'❑
_ Histosol (Al)
_ Polyvalue Below Surface (S8) iMLRA 1 ?7, 1 ❑B❑
—2 cm Muck (A10) ALRA 1 C7❑
_Histic Epipedon (A2)
_Thin Dark Surface (S9) LMLRA 1'7J, 1 A(]
_Coast Prairie Redox (Al 6)
—Black Histic (A3)
_ ❑oamy Mucky Mineral (F1) IVILRA 136.-1
14LRA 1 F7, 1 EBL-,
—Hydrogen Sulfide (AE)
_ Ebamy ❑leyed Matrix (F2)
—Piedmont Floodplain Soils (F19)
[layers (A5)
❑ Depleted Matrix (F3)
AILRA 136, 1170
_Stratified
2 cm Muck (A10) ItRR N❑
_ Redox Dark Surface (F6)
—Red Parent Material (F21)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (F7)
-Outside MLRA 127, 1 _-17, 1 FAD;
—Thick Dark Surface (Al 2)
_ Redox Depressions (FB)
_ Eery Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1)
_Iron -Manganese Masses (F12) iLRR N,
_Other (Explain in Remarks)
❑leyed Matrix (SE)
MLRA 136❑
_Sandy
_Sandy Redox (S5)
_ ❑mbric Surface (F13) IALRA 122, 136❑
3Indicators of hydrophytic vegetation and
—Stripped Matrix (S6)
—Piedmont Floodplain Soils (1719) EMLRA 1 LOU
wetland hydrology must be present,
Dark Surface (S7)
Red Parent Material (F21) FMLRA 127, 117, 1 CB❑
unless disturbed or problematic.
Restrictive Layer If observed]
Type:
Depth (inches):
Hydric Soil Present? Des ❑ No
Remarks:
This data form is revised from Eastern Mountains and Piedmont Regional Supplement Dersion 2.0 to include the NRCS Field Indicators of Hydric
Soils, Dersion 8.0, 2016.
Indicators of hydric soil are present.
❑S Army Corps of Engineers Eastern Mountains and Piedmont 0 Eersion 2.0

Cottage Green NWP 29
Attachments
ATTACHMENT H:
Photopage (Photographs 1-8)
June 18, 2018
CWS Project No. 2018-0076

Cottage Green Site
Attachment H: Photopage
March 20, 2018
CWS Project No. 2018-0076
Photograph 1. View of Stream A, facing downstream.
Photograph 2. View of Wetland WA, facing west.
Photopage 1 of 10

Cottage Green Site March 20, 2018
Attachment H: Photopage CWS Project No. 2018-0076
Photograph 3. View of a non -jurisdictional upland (DP4), facing east.
Photograph 4. View of non -jurisdictional feature SCP1-SCP3, facing south.
Photopage 2 of 10

Cottage Green Site March 20, 2018
Attachment H: Photopage CWS Project No. 2018-0076
Photograph 5. View of Wetland WB, facing west.
Photograph 6. View of Stream B, facing upstream.
Photopage 3 of 10

Cottage Green Site March 20, 2018
Attachment H: Photopage CWS Project No. 2018-0076
Photograph 7. View of Stream B, facing upstream.
Photograph 8. View of Stream SC, facing upstream.
Photopage 4 of 10

Cottage Green Site
Attachment H: Photopage
March 20, 2018
CWS Project No. 2018-0076
Photograph 9. View of Stream SC, facing upstream.
Photograph 10. View of non -jurisdictional upland area (DP7 and SCP13), facing south.
Photopage 5 of 10

6 � i•.
�' ... !: E. �RIhY• ua
F
C FFF 1 j j L I
.'f�tt �S, d,..�i,. ��c!''� 1!-•t'� _ P''• �r ,y ` 8 `4 e
JyJ�s��M4
r
Photograph
• •• _ • of P• • A, facing northeast.
, 1 'Ei/' a ;•° � r
-t
a
`�`+`m`'�-1•F''1 + . _ �`p �`� .. � _. ,z:_- - 1. � X•i 1 }� '}i
�d •� � 1 ad s � .�,;

Cottage Green Site
Attachment H: Photopage
March 20, 2018
CWS Project No. 2018-0076
Photograph 13. View of Stream C, facing downstream.
Photograph 14. View of Wetland AA, facing northwest.
Photopage 7 of 10

M -M
,j • ,.Y + i fi+K7 ' i ( icy 4�yw-
•k, •r.� ✓ r�1 fir . � `�� �.. �.�v . -" � ..e `.,+� , l+ i. " /'--`•
L
��,� - v _9 _ ,� ^• arorlow
i � ° h h`,i��� 1 i t !`/. � � �. r,• . iI ryJfti ;t .. -ry��' .�
-- �„` � '=.;� � y r. .,- s • ,a �' `tib ,-_' 'a•w
t s`� N�� _ sit } 4 � • ��.
.•. x�rV�.,y�.s:� ..
L•'. }f �':��, a � . ,fir ��' ''��

Cottage Green Site March 20, 2018
Attachment H: Photopage CWS Project No. 2018-0076
— . `4`w .,..*' ,% � -:' i f'i'r yet .�,,. �� �•�i5.F"
� R 1
Photograph 17. View of non -jurisdictional feature SCP7, facing west.
Photograph 18. View of non -jurisdictional feature/upland (DP6) SCP8, facing east.
Photopage 9 of 10

Cottage Green Site
Attachment H: Photopage
March 20, 2018
CWS Project No. 2018-0076
Photograph 19. View of S2 at Stream B, existing ford location for temporary construction
crossing.
Photopage 10 of 10

W0 SITE DEVELOPMENT PIANS FOR:
WZ
CrIM
Ltj
LLI rL
It cr COTTAGE GREEN
W LL
LL
SUBDIVISION
HWY 601 (PAGELAND HWY), CITY OF MONROE,
UNION COUNTY, NORTH CAROLINA
UTILITY & GOVERNING AGENCIES CONTACT LIST -
CITY OF MON
PLANNING AN
MH DOVG BRTR
SENIOR PLANNER
CRY 0► MONROE
GENERAL YCA ENCR., TRANSIp_CRIOI. MAR - COMPLIANCE
CRT or MONROE
900 W. CROWEIL STREET
900 W. CROWEL STREET
MONROE. NC 28112-0089
PRONE: 704-ffi-4888
MONROE. NC 28112-0069
PRONE: 704-282-4898
EMAU: D�MOMOENC.ORG
PHONE: --5-
C yQOF MONROE, NC
Z
EMAD: RhULEROMONROENC.ORG
ENGINEERING DEPT
IS ODSTN PE.
N-M-5
om
MR31WATZR SUP
CTTT 0T MONROE
DIVMON 10 MGM OP WAT AGENT
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
300 W. CHOWELL STREET
208 CRARIIW STREEI
MONROE. NC 28112-0089
s NC 28001
PHONE: [phone]
6YAE: CC03TNER�YONROENC.ORO
CRY OF MONROE. NC
5ARTILENT
PHONE:m70{-244-8900
EMAP_ ElOL.1NCDOT.GOV
CRY OF MONROE NC
ENGINEERING
TONTA G�FIN
DEPARTMENT
EROSION CONTROL REVELER CE I
CITY OI MONROE
ROBERT DOLCE
FIR MARSHAL DIVISION C70ff
900 W. CROWEIL STREET
CRY Of MONROE FORK DEPARTMENT
MONROE. NC 28112-W89
PHONE: ML -282-4539
2401 TAIANP AVENUE
MONROE NC 28111
EMAIL' TGRIFFINOMONROENC.ORG
PRONE: 704-282-4708
CITY OF MONROE NC
EMAIL. RBOICE.MDRS.-C.ORC
WATER R SEWER AIJTFIMTTY
RYAN E. MOM. P.E.
GRADING AND DRAINAGE PLAN
WATER RESOURCES SY317iLS ENGINEER
CV -2D TO CV -21 GRADING PLAN (SUBMITTED ELECTRONICALLY ONLY)
CRYDF MONROE
CP -1
24M WALKUP AVENUE
MONROE NC 28111
5S130 SCALE)
PHONE: [phone]
GENERAL CONSTRUCTION PUN PHASE ONE
EMAIL, R9RiHWONROENC.ORG
AT&T TELEPHONE SERVICE
CP -2
ARF - DATA SOW .E5 seFETY NOTE ro co.nR.c,oR
TLE coNmxTOR swLL SRORE� ExuvATroN nno
usE FwE eo6rocaNx Au ossa s.FeiY
REGpATNxS. IT I6 TWE CDNTR,.GTCRS SQE RESPpblNlltY
rorRowoE.be Ere snFETY w.ocpnPLY hITR uL SLEETY
REpAREMEMS. THE
- CONTRPCIS RESPoN Epi Ns
MFP16 MO RETRCDa OF C016TRUCi—gN,
Know what's below.
Call before you dig.
urwTY0-I T WORHE-C
TRE unLm�s �ai RE rwcTaas
COrvvENEN:E OKY. THERE MAY BE OBER UTILITIES NOT
sE Rlwle THE Enp�EER asaMEs no
RE6PoNSIYLIT FOR TIE LOCaTp3a aHONii Mp R 8WLLL BE
nE cpnRACToas REsroNssum ro vEmFY TIE
LOUIgNa of KL UDLTI
ToYgTHN TIE UNTa CF TIE 1YIXiK
ALL DAMKiE RWE TO FYJ6TMG UTlIT1Ea BY TIE
OONiR/�CTOR SWLLL CIXfiRKT� SFONNBILITY OF TILE
fa
�t 4.btty J� w� � t•-.
v �L
f
�hK
3' Mm t g,
.� �. SITE
SITE LOCATION MAP
OWNER/DEVELOPER-
HWY 801 DEVELOPMENT, LLC
520 EAGLETON DOWNS DRIVE, SUITE D
Pf"LLF, NORTH CAROLINA 28184
Tuip"a0S (704) 9073787
NOT TO SCALE
ENGINEER -
GRAY ENGINEERING CONSLILTANTS, INC.
182 PLOW ROAD
GREBI LLE. SOUTH CAROLINA. 20807
TRi1100R [phone]
i
4
E
0®740
��GRA� tg
N611a11 ��
y x
z WU
IW z o z
W 5n E�z
F V
E-4
�U
x
C/]
2017008-TrrIX
SHEET INDEX
TITLE SHEET
CV -0
EXISTING CONDITIONS PLAIN
(130 SCALE)
CV-1OVERALL
SITE PLAN
130 SCALE)
CV -1A
SITE PLAN
so
CV -19
SITE PLAN
60 1
CV -IC
SITE PLAN(60
SCALA
CV -1D TO CV -11 SITE PLAN (SUBMITTED ELECTRONICALLY ONLY)
40 SCALE)
CV -2
OVERALL GRADING AND DRAINAGE MAN
5(130 SCALE)
Cv-2A
GRADING AND DRAINAGE PLAN
(60 SCALE)
CV -28
GRADING AND DRAINAGE PLAN
(60 SCALE)
CV -2C
GRADING AND DRAINAGE PLAN
(60 SCAIE
CV -2D TO CV -21 GRADING PLAN (SUBMITTED ELECTRONICALLY ONLY)
40
CP -1
OVERALL GENERAL CONSTRUCTION PLAIN PHASE ONE
5S130 SCALE)
CP -1A
GENERAL CONSTRUCTION PUN PHASE ONE
l60 SCALL)
CP -2
OVERALL GENERAL CONSTRUCTION PIAN PHASE TWO
JI 50 SCALE)
CP -2A
GENERAL CONSTRUCTION PLAN PHASE TWO
60 SCALE)
CP -3
OVERALL GENERAL CONSTRUCTION PLAN PHASE THREE
130 SCALE)
CP -3A
GENERAL. CONSTRUCTION PUN PHASE THREE
60 SCALE)
Cp-4
OVERALL GENERAL CONSTRUCTION PLAN PHASE FOUR
(130 SCALE)
CP -4A
GENERAL CONSTRUCTION PLAN PHASE FOUR
60 SCALE)
CP -3
OVERALL GENERAL CONSTRUCTION PLAN PHASE FIVE
(150 SCALE)
CP -5A
GENERAL CONSTRUCTION PLAN PHASE FIVE
60 SCALE)
EC -1
OVERAIl PHASE 1 EROSION CONTROL PIAN
130 SCALE)
EC -1A
PHASE i EROSION CONTROL PLAN
60 SCALE)
EC -18
PHASE 1 EROSION CONTROL PLAN
60 SCALE]
EC -1C
PHASE 1 EROSION CONTROL PLAN
(60 SCALE)
EC -2
OVERALL PHASE 2 EROSION CONTROL PLAN"
SOSCALE)
EC -2A
PHASE 2 EROSION CONTROL PLAN
60 SCALE)
EC -29
PHASE 2 EROSION CONTROL PLAN
60 SCALE)
EC -2C
PHASE 2 EROSION CONTROL PLAN
(60 SCALE)
OVERALL OVERAIPHASE 3 EROSION CONTROL PLAN150
SCALE)
EC -3A
PHASE 3 EROSION CONTROL PLAN
50 SCALE
EC -38
PHASE 3 EROSION CONTROL PLAT
60 SCALE
EC -3C
PHASE 3 EROSION CONTROL PLAN
(60 SCALE)
CV -3
OVERALL UTILITY PLAN
130 SCALE)
CV -3A
UTILITY PLAN
80 )
CV -38
VITLTIT PLAT
80 $CALF
CV -3C
UTILITY PLAN
(60 SCALE)
UT -0
UTILITY PLAN INDEX SHEET
130 SCALE)
UT -1
SANITARY SEWER/WA= RAN PROFILE
40 SCALE
UT -2
SANITARY SEWER/WATER PLAN PROFILE
40 SCALE
UT -3
SANITARY SEWER/WATER PLAN PROFILE
40
UT -4
SANITARY SEWER/WATER PLAN PROFILE
40 SCAIE
UT -3
SANITARY SEWER/WATER PLAN PROFILE
40 SCALE
UT -6
SANITARY SEWER/WATER PLAN PROFILE
SCALE
SANITARY SEWER/WATER PLAN PROFILE
40
((40UT-1
UT -8
SANITARY SEWER/WATER PLAN PROFILE
(40 SCALL)
LIT -9
SANITARY SEWER/WATER PLAN PROFILE
(40 SCALE)
UT -f0
SANITARY sEWER/WATER PLAN PROFILE
40 SCALE)
D-1
CITY ROADWAY DETAILS AND NOTES
D-2
CITY ROADWAY DETAILS AND NOTES
D-3CITY
ROADWAY DETAILS AND NOTES
D-4CITY
STORY DRAIN DETAILS AND NOTES
D -4A
GRAY - STORM DRAIN SCHEDULES
D -S
CITY STORY DRAIN DETAILS AND NOTES
D-6
CITY EROSION CONTROL DETAILS AND NOTES
D-7
CRY - GRAY EROSION CONTROL DETAILS AND NOTES
D-8
CITY - GRAY EROSION CONTROL DETAILS AND NOTES
D-9
CITY - GRAY EROSION CONTROL DETAILS AND NOTES
D-10
BIW SEDIMENT / WET POND DETAILS AND NOTES
D-11
CITY SANITARY SEWER DETAILS AND NOTES
D-12
CITY SANITARY SEWER DETAILS AND NOTES
D-13
CITY WATER DETAILS AND NOTES
D-14
CITY WATER DETAILS AND NOTES
RD -1
ROADWAY PROFILES
10 SCALE)
RD -2
ROADWAY PROFILES
(50 SC's)
RO-3
ROADWAY PROFILES
(50 SCALL)
RD -4
ROADWAY PROFILES
(50 SCALE)
i
4
E
0®740
��GRA� tg
N611a11 ��
y x
z WU
IW z o z
W 5n E�z
F V
E-4
�U
x
C/]
2017008-TrrIX

5(3o')
11095
RIM:
NOTE.
UFON IMPLEMENTATION AND INSTALLATIW OF THE FOLLOMNG AREAS: TRAILER. _'-. LAY
- OOMI.PORTAAOTTY, µHEEL ­11.CONCRETE WMIgUT. MASONS MEA. FUEL AND
F RMLSIORAGE COIRNNERS,SWOW45TE CONTAINERS. ETC.. M.1fdATELY DENOTE
ON TIESITEMAPSMDNDTEANYCHANGESINLOCARONASRIEYOCCURTHROIIGIpUT
TIE CONSTRIICRCN PROFESS. IN AOpT10N. NOTE ANY OFFSITE MEAS —RE FILL IS
IMPORTED FROIA OR SOIL IS E%FYMTEO TOON TIE Sf1E IMPS.
NOTE:
THE GENERAL CONTRACTOR L COI.IRETE COtE: IJRELATEO ACTIVITES
CONCU2RENTLY ONLY IF ALL PRERECEpNG BMPS HAVE
KBEENEN CpAPLETELY INSTALLED
I
F
NO E.
THE ACTWL SCHEIXAE FOR IMPLEMENTING POLLLRAM CONTROL MFASLRES WILL BE
DETERMINED BY PROJECT CONSMI -N PROGRESS AND RECORDED BY TIE GENERAL
CpJIRACTOR ON THE SOIL EROSIONSE➢MEMATION CONTROL OPERATION TIME SCHEn x c
j�ON THE EROSION AND SEDIMENTATION CDFRROL PLANS(SITE MAPS). DOWN SLOPE
A/ RiOTELIIVE M ­URE S MUST ALWAYS BE IN PUKE BEFORE SOIL IS NST D,
PHASE ONE
EROSION CONTROL
PLAN
EROSION AND
SEDIMENTATION CONTROLS
LEGEND- FINAL PHASE 1
LD LIMITS OF DISTURBANCE
X SINGLE ROW SILT FENCE
MB EROSION CONTROL
MATTING BLANKET
STONE AND WIRE
IP1 INLET PROTECTION
ADS-FLEXSTORM
IP2 CATCH -IT LIGHT
TEMP. INLET PROTECTION
a RR RIPRAP
OUTLET PROTECTION
CE CE CONSTRUCTION EXIT
} } } } }I DV DIVERSION DITCH
FABRIC COIR MESH
POROUS BAFFLE
CD CHECK DAM
SSD"- PROPOSED STORM DRAINS
0 60' 120•
SCALE 1'=60'
w
V)
0
z
w
a
z
09;-f
�w
o
u
o
L"3 U2
W
Ma
z
E�
w
q
0 UI
m
rn
V�
46
z
o
o
rn
P4
w

STF=OF
7
JURISDICTIONAL STREAM 7_
NoCDEAMW
ON AND INSPOLL-
-TION OF THE
S.F.ND
AL 1�- NER.. —. —yS -S. ETN.
AREA —E_ DE—
ON TIE SITE MIIIPII AND
NOOE � _ES IN _ AS _y M TEL
OC.RUR M—
I _SM_ONPR=SS LL
E Is
INIPOFt— FR - - — L IS —TED TO ON TNE S-
29 MP
NOTE
40\W7 wnuw
WTRME RG.. �E GEMPAL C�T,,I, —'PES
SPILLWAY I E
-3 mw%- -- I �LFRENTLY ONLY IF ALL F—ED- SMpI, -W EN COMPUMILY INSTAU-ED.
6459 S.F. =URE
T1
-A- M-' '-LLM
PROGRESS y _EL -:L
E A IE FOR M
0.15 AG T -L... M POLL
53'2 C
LE FOR I. -ME-- MEASURES -l-L
— OPERATION
M
I
ON
27 - - - - - —Al ON
-T- -E S_ _.E-- A�
R DETERMINED BY
072 S.F. DEVICE ROSION AND SE -,_, L
NBiRUCTION
_ S. TAL ..
I r:— BE LIS S�
VE A FORE S
0.
BF
us 14 AC BAFFLES• 7 - — -- ---- -
-1,12 S.F.
4 AC. fgs;�� F'
BASIN NO.
TAC.sas.z t2
125225
S.O.
S33i SF. -§.29,AC� PHASE ONE
9 ..l. --64 65 '6.14 AC.. SF 14 AC
07
6033 S.F. ,Y 83...
0.17AC EROSION CONTROL
60DO S.F.
0.141111.- DRqINSAS EEDEDASFILL 74 00 S.F. 0 14 AC
LOPE IS CMSMCTED 4 AQ.
692 S.F- 'S.F
6013 S.F.
_ SILT FENCE .6
0.16AC.
OP sa 0.22 AC.. PLAN
TOPSTOCKPILE
58
6045 S.F.
99 S.F. 0. 14 AC.
.14, AD, 57
7114 S.K. 79
83898 175
S.F.F. 67 14107 S.F.
g97 -242S F 7T70 S.F. 6701 SF. 1, 0.32AC.
0.14 AC. 0'78 AC. D 15 AC 76
a I I" . 7316 S.F. 801, END OW OF
6954 0.17 AC. 1.21 AC., SILT NCE
0.14" 6554 BY §722 F. ObO S.F.
0 14 AC
6
7331905S�F.' 0.15AC. 10.15sae I FENTROWICIF1
SILT FENCE
20- OATAC.
S934 S.
so
/9,14 6120�'S:F--
I
14 101
FENCE
19 6000 S.F. CV -G
BE
OF
I 59115 SY0. 14 AC.
611\Jl
4 V. �111:.SF-
-
0.14 AC.
519S .91 1. F.
S
9S\`\\�. S
9 S
-10Z.F.
14 'A
0 99
600 S.F
i ,
6000 S.F. AC. 8
4 -7
0.14 AC'152596.1'
36 S,F. 014 AC
�0
o 13 P.C.
60
S.F.
X 6D
0;14 AC. ,DOS.E.5
AS I
c
58 S.F.TOPSO' 7 S.F.
0 1
STOCKPILE 0.14 AC. 86
\ k . 0
14
6 F
C
112 96
0113 AC 8977 S.v
N6
�3
7311 SF-
-.
-Q 1- 01 AC114
75786 S, 6000 S.F. BOMBS-
0.13AIC. 0-T4 AC! 60115 0.14 AC.
00 S.F,
ENI SPIE SITE
5792 S.F. BODO S/ j Z�029-5.1
0 A 117 0,53AC.
113 9 0.14AC- -�J'
1� A�.
CV -E 660.0 S.F.
6, 77 S:F.0.14AC
17S.F�
8991 S.F.
0.211 AC. 8
E
7146 SF.
7 SIL
0.16 AC. _§gW.R -
0 14 AC.
6
N W4 S!p.
5
77105
�F.,
92
D3 11-A
6 99
0.14 9 ST 0�
S F.. 5 AC. .15
5 J
�14
6826 S.F7Z89 SE
2-
Cl 82 S.F. 1020,
- BY
FEN E
5-3
.00
--S
ISSS
VEL DRI vE
-40
V
CV -F\ 17-0 0,
blll�
4
loRo, Sei 1,11,
'914, wo
FDW
EROSION AND
SEDIMENTATION CONTROLS
LEGEND- FINAL PHASE 1
ra LD rs LIMITS OF DISTURBANCE
—X SINGLE ROW SILT FENCE
EROSION CONTROL
MATTING BLANKET
STONE AND WIRE
INLET PROTECTION
ADS-FLEXSTORM
w IP CATCH -IT LIGHT
TEMP. INLET PROTECTION
RIPRAP
OUTLET PROTECTION
ocCONSTRUCTION EXIT
>>>>>. DIVERSION DITCH
FABRIC COIR MESH
POROUS BAFFLE
CHECK DAM
SD*.— PROPOSED STORM DRAINS
060' 120'
SCALE: 1" = W
"PROJECT MANAGER: D 2
DRAWN BY: CJR
PROJECT DATE: 1/16/18
SCALE: 1"=60,
JOB No.: 2017068
PLOT DATE: 6/13/18
SHEET
-EC-1B
-'017068-DIOAg

CV -H\ r'� , fj/ /fJ�%-��j % / ''
- }S�-r -140-„- -14L-
131
14L
131 t3 ✓ % 133 / 134 135 136 7 738 gg045.F. 6604 S.F. 10853 SFS/4as / - -
\q�- 2FS.F. OS.F. S.E.. 60005. F. 0905.P S.F. BObSS.� D.1 (15670- =V23,4G!' `
•�A_C. 0.1_S A; 0 4A9. JO 41�. 0.14 AF. 0.1�C. 4A .14 - - _ J EGJN ROW \ \
sw1ID S.F. \ -- / (l ,- _ - OF SILIXENCE -
BUFFER (�S.F.33 AC.
F. I 1 / / ✓ - 74321..$.F>•,es--�\ / \ \
-LOWED) J / /f� 1 J l/ a7IAC{t` �l / \ �. -
`
r. l �� �� �' � / I I I • �2p5 $.F.I j \ ` I / �. \ ..-. .\ \ \ \ \ \ I C - \ seza C ti -� / - �, \
143
--18848 S.F. \ s
yy r I ����]12�7 \ \ \ 152 5 1 149 -148, \147 146
(.,T1gN F. \ 04135.F. 66 F.' 'S.F BODO S,E. &W03.F 6000f,,F.
oyaklc.\ \ 1 \ �s -
or A� o'rc,Q 14 -ac. aie n\c.
�A6M1 �'iN T Z \ \ `�c� �� \ \C._ .r -.•t_ _ \ _ - \ \ �• ` \ ` \ \ - \ J\\ \, �-- \ Q \ \ t
� /� M N�eC� s�sz _ .- TEMPquRr SLOPE _ -- •.� 76`2 ` -� - - / l � _ `- � -� \
6 -; sLa•E is cossmucrEo ? \ - -
0i4
f\ Asn.
_'i/-! /�� = %7
f 0.7b FSC./ BOBSSC. 16 F
.As i,s6 �fi� +02"` Ilia - _ / 0.1
c:- / /
J
jft
Obl FFLES \� ^ DS.F j_, /.r / _`--
r.tanc y �" / / / ' // j / / / / - \ \ - �l / y� _� 1466 /•` i \�
/ / / r 1l5 = / 80 / / J , 17A.1/ /^^�15§ r i76 fi3 -177 \ n3 f 7j2 Jy1
X121 \ - / _- / // 88 S. J 6a4sf.F '� ' .>! .eQpO 9f. /so06 S.F. 600af.F. 6723 F.
C 600BS.F.
wl ws.N.eNs.cmmr i 60DO5.� ^ / / 80 03:F. - 10A/. / 0.16/A 0.1f3AC .14� o.�A 'b., o.aa� `0.14A %o.tyc( cac. / no'
b.,4Ac. / - / l f / ^ \' 634�o s , _
% JURISDICTIONAL STREAM / / / / 120 / / / / J / j J J / J \ \ `•/ I / % 0'7„ "' /
rdpe"1w}s�'/ r _� �084F'4fl
" /�-6. f k\ snze ) ` \;Ta.a
/ � /
,a' / / - "6AC. ¢7595F. / 187 /188 jB9 I 1 i 1 112 193 1194 795/ 796 197
��` \ ( 72 S.F AC/ 65 S.F. 6080 F. 60Q05.r� .. 6000�S.F. BOOO S.F. AS.F. 60005. F. 61WS.Fj 6011p/.F. 601 S.F.
\\ \ 03f dTAC \ \ \t I / 17 ACy / // / / JAS. OJI4 AC. 0114 AC. 0.14/A 0.14 AC. 0.14 AC. 4i'�4"AC 0.14 AC. oJA AC. 0. ]4 AC. 0.15,AC.-
\ \ \ \ \ \ ( } J i 9` I / i I J / I \ / c / sTae 73k89 S.F.
l _e
/217 J ( / 31
\\ \\\\\ \ \ I I \ I 2 I f 215 �---� / \ ` ` \ �. 1
\ \ \\ 1 1 r /6180S.q� \ \ \ \ \ �_ - \ \ 9 •/ �� �� _
0.16Ac-
.F.\\ \ \t \ \ \ \\\ 1 \ \ I l 21 - _ v r"" 10.25 AG - ^\
- \ i \ C l l \ \ , l \ OPSOIL / _ _ -• \ --. l
C\ \ \\ \ \\ \ \ \ \\ \ \ \ \ STOZ*PILE - -213- J ' \
\\ \ \ \ \ \ \ \ \ \ \ 6721 S.F. 2D/--
�\\l 0� ztz F z \ ^z1A \ 2 tix00 207 o8 z05\ -9DbD 203 - .� 202 .i r
QQ11�� 005T= '9obS.F o.TtA 1R.5.F- -6295-S.F.
60b0�S.F 000 S 800 '200
5 -'0.1XAE ^o.74 -AC. /
\ \ T \ _ _ / O,j�T AG' Q.T4 C li`74 t� . ➢� C. .� A- -\.� 0.-14 AC. 8:14 AC. /-11833S.F- - /
OJ4, \\\ \ \ eAsuvvAA \ \ = �\ - \
SILT FENCE
_Z7
1 /
NN \ ' I } •k\ \\�\\ \iJ71�= \ _ =-'r- _ JUR `ISDICT\iSTREAM / /''" y �-���_--3M_�"'AR0�0-ACEOM%EE
\ ` 711}S.F. i j I S\c \' �' l �~ ✓J� _
I
✓ saa. / I' I \\ \\ ` 73 sza� / / \ = _ ` \ - / - _` = ti L \ r'•��-c �+Y`-�R .� ��-c = - �_ �-� +r -/ / r'
;.F. a 1
27 SKI
6072 S.F. DEt
0.14 AC.
I
' 4952 S.F.
0.14 AC.
25,r.
56 -Ju. 1 Ii,D0}S.FyI i ^ ^`�-_sconrw.iraRa
R
5mww�Na'T..0 \�� �. � -_ \ `_ - � � - � ` \ � `-�. JURISDICTIONALSTREfCM '- \ I ✓i/)/ /
_ 10.111�AC. I ).t Yo W'TRM EMERG. - !ll-�.t.T- a=us _wswes - - �\ �_ ` \ ` \ _� \ .� \� \ `I♦. J)l / }
\
1 saxJ \�1,i also SPILLWAY
sx.a / c i - - so• c� STIR
c L RING
70
:OI BA FLS 3 •' .Px'�• ••,£ 1 ,r ' FS ` -_ - - - 5308 sf. / _ - ✓ �' OF 9(LT
\ . �..•� \ ' G • �4 J i 0.17AG.Y
SEDIMENT,, �•• '\ �� �,I /J C / �- �_ - _ _ -�/\ ) i S.F "li - -� \ l
BASIN NO.2 \, \ \• \ I E JJ'l / / t` - "57 - 8000 S.F / / /7 D13ACr - 12522.,�.F.� - _ / f
1 i \\' \ t s �'�/r' \ //(/ / / 66 e000 s. €. \ ^ I ✓ 633i s
Q 6033 S.F. I \ \ \ ` y>'.. •• S \ / 81/ --84- 65 6000 B.5 T 4 S.F. 0.14 AC.
Y \ .� r-\ /// 0.14�AC. 63� 6000 S.F. 6000 S.F. 0.14 AC.' 14 AC.
0.14 A@ -s \ TEMPg1ARv SLOPE Q F./ ,i 8600 S.F x'0.14 AC.
�'` DRAINSAS NEEDED AS FlLL 7452 S'.F\ 0.14 AC. \
\ \ 2 sa.z / )� c' / .\� ,•v SLOPE Is coNSTRucTE0 &.17TQC. �. .14 AC.
\ 6013 S.F. J - -" 88925fF.\ - ' ✓ ss4.a ~ ( roNNw,c,aA sw...a,T ' / \
n14Ar.
NOTE:
PON IMPLEWNTAT,ON AND INSTAL -MON OF TIE POLL- AREAS: TRAnER. PARKING, NAY
DOWN, PORT0.POTTY. YWIEEL WASH, CONCRETE WASH WT, MSONS AREA, FUEL AND
MVITERWL STgLA'E GONTAJtERS, SOLD WASTE CONTAINERS, ETC.. IMMfOWTELY DENOTE
TIEM ON TIE SITE MAPS AND NOTE ANY CHANGES IN LOCATION PS THEY OCCUR -
CONS-- PROCESs.
MRgIg10UTCONSTRU -PROCESS. IN ADC1PoN. NDTE ANY OFFSITE AREAS WHERE Flu IS
.PORTED FROM OR SOIL IS El PORTED TO ON THE SITE IMPS.
NO E.
TME GENERAL N'ILY Y IF AL MAY COMPLETE CONSTRUCTIONRE TE ACTNITIES
CWICUiRENRY OFLY IF AL1 PRECEgNG BAPS IMVE BEEN COMPLETELY INSTAlLEO.
NO E:
TME ERMINE BYPR PROJECT
tEs WILLBE
DETERMINED ON
CONSTRUCTION PROGRESSANDRECORDEDBY THE GE NERAL
CONTRACTOR ON THE SOIL EROSIOWSEOIMENTATION CONTROL OPERATK)N TIME SCHEDULE:
ON TIEEROS)ONANO SECIMEM 71ON C -PANS I—MAPS). DOWNSLOPE
PROTECTNE MEASl.RES MUST ALWAYS BE IN RACE BEFORE SOIL IS OISTIB?BED.
PHASE ONE
EROSION CONTROL
PLAN
SEDIMENTATION CONTROLS
LEGEND- FINAL PHASE 1
LD LIMITS OF DISTURBANCE
- X
SINGLE ROW SILT FENCE
EROSION CONTROL
�� MATTING BLANKET
STONE AND WIRE
•.
IP INLET PROTECTION
ADS-FLEXSTORM
IP CATCH -IT LIGHT
•
TEMP. INLET PROTECTION
aV
RIPRAP
OUTLET PROTECTION
�\
Mol
�C CONSTRUCTION EXIT
>' >' >' >
>, DIVERSION DITCH
FABRIC COIR MESH
_
POROUS BAFFLE
l l:U CHECK DAM
SSD"
PROPOSED STORM DRAINS
CV -F
0 60' 120'
SCALE: 1"= 60'
p
s
C9pp �
o
0
y°mmnnmu p�eN_
3appYES Sip fy z' _
CM40 g'
�O �HGINE`ap �'
'•mmmn,Mn -
YF�
w6
a
W Z Hz
z
Ez
Z
0
z
E-, �o
E- �F
O 0
W
CC
W
2017088-DIOAd g

THEE
THGENERAL CONTRACTOR MAYYCOMPLETEAVIV UCTIDRf£LATEDACTNIT
WNWRfEMLY IXPRE—IND ALL PREG BMPG HAVE BEE3I COMPLETELY INSTALLED m,
CONSTRUCTION
PHASING
SUMMARY
COIL PHASE IDIS PER PHASE DISTURBED
1 30 IDIS 10.692
2 31 LOTS 19.632
S 6 LOTS 4.5G2
4 46 IDIS 14.02E
S 55 IDIS 10.812
TOTALS 213 LOTS 59,701
PLEASE REFER M THE CP -I TO CP -5 FOR THE GENERAL
C016IR am PHASRFO PLANS.
-------- GENERAL CONSTRUCTION PHASING USE
PHASE TWO
EROSION CONTROL PLAN
I
Abe;♦
I
I
PHASE TWO
ROADS I HOUSE PAD PREP/ADD BMPsIEXPAND GRADINGIDRAINAGE
PNASc 2 EROSION CONTRtl Astl�
HECONTRAROR CONTINUETOONLY N. TH CIDS RACTASN AULCON T EINSTALEROSIONCDMipL
AW RFSOx THE HE CURED EO2 PUN. THECONTRAC AND
OUTU CONTINUE TD MAINTAIN RHD
RfRACWRFFRESHTNF COxSTRURION DR, LLi FENCE ANOOUTIET STONE CHECK WAIS AS SMWN,
2. CONTRACTOR SHALL CONTINUE TO INSTALL ROADS SrDRM DRAINAGE, OMERSIONS AND SWUES, ENSURING
ALLRUMOR WITHIN TNF DSTURBED MEAS 5 DREREDTOTHF SKIMMER BALNS UTIUiF TFAEORARv
SLOPESDRAJNS, OWERSpx5ANDERONECHECKDUASASNEEDED
3. CONIRACTORSINLL MAINTAIN TEMPORARY SKIMMER BASINS, THE OUTLET STRUCTURE ANDTHE SKIMMER
N DSTDFTHEWTLETSTRJRLIRE,OUTFALLgW EANDRRAANENTENERGYd59PATERSTRJRURE
ONEOUTLLTPFCGFC'TpNASSHOWHOx EC -2. CDMMCIORSHALLIMMEDATELYGRASIS HE
EMBANKMENTS WITNTFMR)Mln GRASSING. CONTRACTOR SXALL iNSTALLTFMPORAM INTERCEPTING
GEIS ASSHOWN WITH ORGANIC EROSION CONTROL& NKET(OECBI AND INSTALL STORE CHECK DAMS
ARY
4 CONTRACTOR SHALLfONTIxUE TO INSTALLTHF SANRARYSEWFRSYSTEMASSMOWx Ox CY-BOTHER
UTIUT13SUCHASWATERSHNLBEWSTALLEDW ENGMMNG5WITIRNOS'OFFINALGRADE
CONTRACTOR AMY INSTALLTHE STONE CONSTR LHON EXIT OFF "RE STORE IOADAS NEEDEDFOR
CONSTRUCTON. CONTAAA TORSHALLCL£AN WHITE STORE NOADON A DAILY BASISTO BE FREE OF MUD, DIRT
Al....
6. ASNEEDDFORCONSTRUC'RON,THECONTRARORMAY BEGIN INST IONOFTHE MAINSTREAM
BOSSING ROTI—ARCH NIVEAT RFE- CONTM4TOR SMLLTME THF NECESSARY MEASURESTO
ENSURE NOPEARY-ENTDSNRBANI TOTNEFXSTINGSTREAMINTHISARFA NOTETHATTH60PERATION
TOCLIRUNTILTHEPHASETOUROFTHEMNS CTIONPHALNGRAN,ARERWO RUCON
RASE ONE THMUGXTHREE ISCOMPFTED ON THE SOUTHWEST SIDE OF THE AWN STREAMCHANNEL
NOTE THE TEMFOMRY STREMBCIOS6ING SEOWN ON EC -2 NNv BE INSTATED IN CONSTRUCTION RUSE
TWOTOALLOW ACCESSTOTHEWO WEAGTLDDFTHEMAINSTRFAMCEANNELGOR
LOGGING/EQUIPMENT MORRITATION PURFOSES
7. CONTAACTOR SHALLINSTAUE. fl— PROTECTION PER EC -2 AND DETAILS ON ALL NEW STORM DRAINAGE
RECEIVINGSTRUCTURES RUNORFROMTHERORERNE.THESEINLETRpTERpNMEAS SSE UBf
COM RUWSLv INSPfREDT TNF COMRACTORAND REPLACED IMMfDATFLY WEEN NOT WORXING
PROP
B. COxTEPFCTORBWILL IREWINEERP*RTO20RSTRURONPWSCMASSGRADNG.DESIGN
ENGINEER, CONTRACTOR AND OWNER SHALL LIBMIT SIGNED CRY OF MONDE CERTIFICATION FORM 14R,
PRI ON CONTROL INS3CTION TORM,TO THE EROSIONCOMIOLSRCMUST DISKING THE
INSPERp N NI STAT, PHASE TWO THESE3O NT IMEALIRFS rH55 DAT CONf AFT IMEAC
SUMME INSTRLUTInx PHASEASTHESE3roN05 WILL NOT BEINSTALLEDAiTM SAME TIME DUFro
DILE OCCONSTWCRON PHASING INNS.
9. DONTMC'TORMAYPROCEEDWRHGAAE,r IN ALLSRF AREAS TOR THESXIMMFR BASIN DRAINAGE ARMS
THFSUMMER—AREIRSTAUED, INCWpNGTWSE SHOWN WITHINTHECLEARINGAHDGRUBBING
UMRSON PUN SHEET K 2 I ORDERTO ALLOW CONSTRUCTION r0 BEGIN ON THIS AREA COORONATE
GRADING ANDEARRANCEKOPERATION5 WRHTHFOWNER'SGEOTECHNICALENGINEERTOENSURE THAT
THE MATERIAL USED FOR STBICTURAL FILL IS APROVED FOR USE IN THE ROADS AND HOUSE FAP
LTEM
300 STOOIRIES AS SIOWN ON IN AN AREA SELECTED BY THE CONTRACTOR FOR
10, MUAE RF uS�F AHD NALLOFT. M U5ETFMPOMRIGRA %IOGMSSTHESTOC LE
AND INSTALL TEMFD LLT FENCING NOUNS TLE PEAMETEROFTNE STOCXRLF.
T=ORWJ AC NTFORIAULOROFEKCESST03AILOU-SREWEMUMREDRIOMTO
WASTE NSRE.THEPERMRTEDCONTRACTORSHALLBETHEONLYCOMPANY TO PER FORM THS
THERE IS
N0111-11 HAUL -IN AMOIPATFD FORTNS PWIFR. THF CONTRACTOR SNAIL
USF-APP—EDKRMITTEDSRE WRANYHAUL-INORFNULOFFACTIVMB,
MINER BARNS WHEN ON- FULL RN
GHF AFTER EVERY MLN EVENT. MAINTAIN RA
1] GRUGESAND NCT DRFERNG—PDSPERMRRNGREOUIREMENTS
12 SEEDAND MULCH DENUDED ARM IMMEDMTELYAFTER FINSHEDGRAD3 ARE ESTABUSHED.
13.MAINTAINSDLEWO ONCONTRILMES RESUUILAPERMANENTGROUNDCOVER5EST SHED.
ADDITIONAL MEASURES MAYBE REQUIRED BASED UPON ACTUAL SITE CONDTIONS REFER TO PHASE TWO
AND PHASETHREE FR15ION CONTRICL PUNS
SUBMRCER FR DNFORMlt WXFNTHERE5ANIMERMEDMMREMOVACOFEM15ON CONTROL
OpxE AT ANY TIME THE CONTRACTOR ACHIEV65TFBIlDATON AT THE ENDO'
EACH CONSTNICTON PHASE.
EROSION AND
SEDIMENTATION CONTROLS
LEGEND- FINAL PHASE 2
LD — LD � LIMITS OF DISTURBANCE
—X —X
— SINGLE ROW SILT FENCE
MB EROSION CONTROL
MATTING BLANKET
HARDWARE CLOTH 8 GRAVEL
�••r
IPI
INLET PROTECTION
A
I 7
ADS-FLEXSTORM
IPZ CATCH -IT LIGHT
V
TEMP. INLET PROTECTION
Cl
RR RIPRAP
OUTLET PROTECTION
CE
CE CONSTRUCTION EXIT
FABRIC COIR MESH
XX XX .. XX
POROUS BAFFLE
DIVERSION DITCH
CD CHECK DAM
B
SF SILT FENCE OUTLET
WITH CHECK DAM
PROPOSED STORM DRAINS
***CAUTION*** n T
N.C. ONE CALL UTIUTY LOCATOR SERVICE 1 �/
3 DAYS BEORE DIGGING CALL
TOLL FREE 1-600-832-4949
A D E ONL SY&iEll TCR C01MIMtt NFD JOB SAFEtt.
THE
Av.uMF Tx vLOUNnTHE 0 150 300'
SCALE: 1' = 150'
L�
� a
44 } 4
w S
2
U
O
U
+fri
�WNuxWW/p� 1 X ; Y
YL CAR
_z
n 597
029740
n F4'GI N,ot r..'.
9 �N r
Dry �QIIIImRP M�e� �'
a. L
W
G
x O
94 w 0 (W
z
o C'3 U2 E-1=
U �j Nx
0
FdX -4 IJ4 O
W H�
w C
2 �
V2 .7
0
a
w
2017060-D10.dYFg

C— IMPIEMEMATIp1 PND INSTALUTgNOF THE FOLLOMNG ME0.S TNNLER, PARKING. Ur
OCNN. PORTAiVTTY, ,HEEL wASH, CONAETE WASHaIf, MASONS AREA Fm AND
GE COMNNERS, --TE ODMPiNERS. ETC, IM aAT11YDENOTE
TE MMS PND NDTE ANY —ES IN I—TION AS THEYOCCtA THROWHOUT
TTMHE CO sTFUCfION`g Ess. IN NOTE ANY—TFAREPS—EI'LL is
PIXtTED F— OR SOIL IS E—TED TO M THE 4TE MAPS.
NOTE
THE GENERAL CONTRACTOR MAY COMPLETE CO NSi0.ULfIOMFEI/�Tm ACTNrtES
CONCURRENCY OI1Y IF ALL PRECEDING BMPS HAVE BEBI COWLFTEIY INSTALLED
THE ACTWL SCHEpItE Fqi IMPIEMEMING PoLl.I1TANT CONTFOL ME45uREs N1LL BE
DETERMIM1ED BY PRyECT WNSTRJCTpN PROGRESS ANp RECORCED BY THE GENERAL
CONTRACTOR CN THE SOIL EROSION5EpMENTAigN CONTROL OPHtATIW TIME SCHEWIF
ON THE EROSI(Nl AND SEpMENTATEW CaHI1ROL RIMS ISrtE MMS) DORM SLOPE
PROTECTNE MEASURES MUST ALMNYS ff N PUCE BEFORE SIL IS pSrIIRBEO
PHASE TWO
EROSION
CONTROL PLAN
a fio• 1zo
SCALE: 1'=W
b
hF� U
9 p
W °a2.6
w S
0
ti
�ri "f/pgp�
LA
S
J
y14111118111////aaay/ 4 N GAR w
SOF ES SYS �
=
0X29
740
3� �'1•GINER'p�� :�''
9L s
,Y�4p�liuGRP�� >?'r
E��}3
LY2
W
a �
W
W Z Hz
V2 po
0 Ca$ UI EW r4
z w P:
H;:)
W c m
x
r
z
o In
92
0
z
w
2017060—DIOA,Ng
EROSION AND
SEDIMENTATION
CONTROLS
LEGEND - FINAL PHASE 2
— LD
LIMITS OF DISTURBANCE
X
SINGLE ROW SILT FENCE
MB EROSION CONTROL
MATTING BLANKET
HARDWARE CLOTH & GRAVEL
IP1 INLET PROTECTION
•.
ADS-FLEXSTORM
IP2 CATCH -IT LIGHT
O
N
TEMP. INLET PROTECTION
C]
RR RIPRAP
OUTLET PROTECTION
CE
CE CONSTRUCTION EXIT
FABRIC COIR MESH
POROUS BAFFLE
} } } ? } O DIVERSION DITCH
O
CD CHECK DAM
SF SILT FENCE OUTLET
WITH CHECK DAM
�SD»
PROPOSED STORM DRAINS
a fio• 1zo
SCALE: 1'=W
b
hF� U
9 p
W °a2.6
w S
0
ti
�ri "f/pgp�
LA
S
J
y14111118111////aaay/ 4 N GAR w
SOF ES SYS �
=
0X29
740
3� �'1•GINER'p�� :�''
9L s
,Y�4p�liuGRP�� >?'r
E��}3
LY2
W
a �
W
W Z Hz
V2 po
0 Ca$ UI EW r4
z w P:
H;:)
W c m
x
r
z
o In
92
0
z
w
2017060—DIOA,Ng

$gtl7-K3TRE M BELFFER -�!
P
\ \ - JURiSDICTK)NAL STREAM _ -. - _ .,-- _
-gyp_ NO CLT=nAR1RO�AG�OWED)
• } J
two I KEMENTnT ory anLNSTuumrn�ETe w`srdrt. Mnwrcs LFuwEi rc ur
°pK"T''�°•'^x"'^E"x^ \ IE=530.351 i� ' �=��`�•� ���� -+Z i3 GT Ca�rTEUNERs. s0.owwsTE wNTNrERs, E- a�TELY OETgTE
�"� FT•an I�MT� - 5bA S28 8 .{ ,�' ` _ -.I - EM CN THE RTE MRPS pN0 NOTE aW Cw,IGEe N LOUTroN A9 TIEY 000W TtRQ10NOUi
5900S.FURISDU:710NAL-STRFiUA THEM wNSTRLKTON PROCEss. NAOpn NOTEu+r aFF51re RREAB NHEHEFuIs
i
OgsoLsExPORTEOT00NTf RTEMMI
QAc - - - ,R to wE No \\
Yo - _
0.1 T I 5 Mo.°° �"v �� ' �9. rte. TRM EMERG. � - - T�MPORARV STREAp}. -\ - -- �T
_ \ J
EO FROM
- .,� �� max._ _--i - _ - _ _ ` - _�, -: naE CErrEruL ca eur mMaETE mNsrmicrioN.r�uTm nerN,TEs
�"e UFl SCNEO1LE FaR IMPLEMENT eNpS HAyE aEg.I COMPLE1aTINsiN1m.
�� •52.3 '" CIMENTLT YIF a1 pREGFDING
OTMEErFA�MNmeTFRaEcr-1STRuc PPRa�ORE��a�ol�Tc�aROMFD Ta RTEHE CENE�RNL
i F eE ,s P00 5 �_ DNIMCTOR ONT EsaLEROSI MENT.T LONTRa-T TME -E
s•' - - - - - - - _
FLES •' �• •! _' i ". _. � _ P E3 ) 53889: F. - - - _ �- � _� RI
• O'�• f 4 F3 - P - _ ._ _ _ _ _- 017AC: f� 7T __ FE
_ ON TIE EROSgN aO s£pME eilON TROL e(SREMMS).
-T- -BMUST -1.ff N P1AOE BEFORE � R pSTla.Bm.
-
Y \ J ' / �•' / 000 S 6000 AC . b3 S F a - �.'LffAC - .- _
-
PHASE TWO
\.-.41�S.F.
0.14"AC.
EROSION
cz.z 0.17•AC. A.16AC .14 AC. I _.
.. m) / 59' ` 9566
T:J•• `� ' Dt '_ 8892 S.F. NL s:Ro ' :e• sae.e,. I / .S F. _ ■ _ O PLAN
i l VV
P D.,6AC. � �`� CONTROL PL
fE
l P�,ew wrt. ,(�. •� RO
V. '� seT.t^ 022 AC
I.
S.F. E5.1 s.s.s SILT FENCE
0.74 AC. T _ E5 wMvdu
• 71145.F. ;u.s EB _ 79 P �Y 75 c RREw (sEr=OET 1 .
�O.iBAC.� K: E6.t 8389 S.F. 78 +� 10.32 F. i
b 14 AC / c2.t yp, - ••,• • P 0.19 AG.a -" 7770 S.F. 870F. \ vn I, 0.32
^/ 102 • 033 AC. D 15 AC lh �, .
.\ • P 7318 S.F • PP \ 9245,S F
• • sss
Y1 •• pJ 104 10 0.17 AC. BO.. \END OW OF
8954 l • 105 8654 S.F. BODO S F. ... \ 0.21
AG•, SILT NCE
d.14 / •_ X772 .F.
\ '•. ' r �` Zt \ `;`' .\\,.\\ ! -, "_ ,I 5¢ 9.3144\ AS.50�. .7145,9 /S _ F. 18 ' w.1 •/atV i . ,•� 7011 t P P:":14 033... S77I
F-5.2 ) �1
0.159
17AC 1
SILT
ILT FENCE
ENCE
¢7106- 600
2".F. BEG
6000 S.F. /
/
I�
...'-
C V_
G
P107
14 5F ..,0.14AC. 014
` WETIA CTKNiRL 9�" \` � I. .. ` � Bppp S.F. - . -. , �� `t . • WETIA-O REMAIN ,$
\�� '; 5895 S.F. ..' .. D 108 `�- a .:•:'••:• ` �\
6000 S.F.0,1Js05F(0z3Rc) i
s0. \ d.14 AC. t 0.14 AC- E1.1 i 1 � • G J - _-.. �� \"� - � � x 65175.F. ••. , - __� '. 1 0
• Ig6gAc. / E84 99 0.15A . / EROSION AND
600°Ac: P ,�/ SEDIMENTATION CONTROLS
\' w.z D,3Ac. See/E' , s000s.F. ? \
6259 S.F. s•>.? g' LEGEND - FINAL PHASE 2
, I/
Oho ACr �• I 1 I 1 I.I
,.
015?16�- }. P-• - j85 l \ '` LD LIMITS OF DISTURBANCE
6000 s.E I/\
5838 S.F7. 11 � I - X SINGLE ROW SILT FENCE
' 774.3 '0.13 AC, STOOCKPILE 2 8 ss0.s 677319E I I \
0.14 ,4C. - F ETz _� -_ / �1 * •�'I - MB
EROS
A� --
.'� EROSION CONTROL
1412 MNG BLANKET
S.F1977S. HARDWARE CLOTH
8 GRAVEL
C. INLET PROTECTION
P __ s]e
..
0.1 AC. •• • 3 � -" _ -, - .- -- ADSFLEXSTORM
01 --. - - .. IP2 CATCH -IT LIGHT
,• ` -12 INLETPROTECTION
�•\` \ 4 ` X5786
P ..
�,'80000 -
e -
0.13 A7;. .' �- 034 AC: 115 1
6000 S.F._ ... \ " _� - __ - �_ .a� RR RIPRAP
\ \ p 11 - - ---0.14AC. 1,6' - i / �FlJITY glTE - -_ OUTLET PROTECTION
6`
5792S. _ P 6000 S 69, ' _ 1
CV -E ` �� 777, 0;13A • • "a14Ac ,n - BOOOS.F o�CF J CONSTRUCTION EXIT
G -
\ ; � i � • -- -.. . - � 8000 S F. 0.74 AC < O
\ �,. - ,0 � , 014 AG.- -
` /
7177: -. Dg ro -�• P . - - --
/' 0.16 AG..- - - "-" -_ P ••.• oB.z - _ _. ..
Ee � � -• I-CEFABRIC COIR MESH
'(0 / • - P - POROUS BAFFLE
PaN.c
RSM. �
\ RT ,
7785�S.F� �'
// / I J
pO DIVERSION DITCH
Imo`//Yj 8991 SFi. 779`
0.21 AC. 8
\ 7146 S.F. 7- /� -' J P E9 SILT ENCS l �} CD CHECK DAM
/ 0.'16 AC. _632,7�g.F \ l
.) 0.14 AC 6074S:�. - - p �\ , r - SILT FENCE OUTLET
/ :P _.. ��y _ / ) _ B SF WITH CHECK DAM
Y 6 _ 0.,4 As. - s _ � � _
-ed
_ PROPOSED STORM DRAINS
04
&1,99
O 6 \ \ oto STOCKPILE - gi@AD.. _
W S.F 9 S 92S
.26.,3 / t1.t •_ S.F. o.15Ac.
c
_ 1 EttA-C 15 A6
16AC. "
- 77,4
\ -` sa4 ssa.9 \ �\ . n •. .' - .-` _ - � sss e - -
55e.9�
\` \
5i8 -
\ \ \ , - �coNCREre wa9HouT
U �_ r_ I utFw (sEE OEraL,
AVEL DR{VroE
00
♦ /�/h
CV -F\ -A O` 09L
s p ' I,V - °� F
s
pROJFCT A pRO� �
IV
0 60' 120•
SCALE: 1" = 60•

• � CTi \ �� iS - \ . „ '� � , � ,� ><... ImoIL rte.. cnl � � - � ...
\ C��"a`T `� ✓ e.> / 4 r r' `__ /-'- - / � WPB T, �- - �' \ ~\\ \ \ ` I -Ell - -ETE EOLLomNcu+Fps rRaLE ANIT w.
.5 , \ / I j / i� r`, �_ _ -_ = - _ __ _-/ L / / i� -1 { > \ \ r•` a�`i »E STEEMs`nru°'io rOsie cwoes LH ocw`r�iaETC
+ :ME.`o41ccT a EHOIE
\ Cl/r�'i \ J \�
IMPTIE ORTED FROM oa sa EL IS E.iv TTIN O -THE TE srewaEns vmeae Eluls
:o
c� NOTE
�' �• i THE GENERAL CCMRACTOR IMTCDMPLETE WN5TRI1CTpN-FEINTED RCTNRES
CONCURR
ENTLY-F RLL PRECEONG I -S H -E I -I COMPLETELY NSrFLLED.
T,y C V - I J I
SNE0.AE FOR IMPLEMENTING -0-
DETERMINED— C­STWG­
0.L0-DETERMINEDBY PROJECTCONSTRUGT PROGREESANOREWROEOBYTHEGENERAL
CONTRACTOR ON THE SOIL EROSIO-ENMENTATION CONTROL OPERATION TIME SCHEDULE
J,/Jpi/ 1 /(l / /// //// P • / .{}p' - �- - ` ON THE EROSION Aro SEDIMENTATION CONTROL PIANS I- IMPS). DOMi SLOPE
PROTECTNE MEASURES MUST AL -SBE IN PIACE BEFORE 9OA IS OITURBED.
--
//�+��- �50IS.F. 6 0 S.F. S. 8000 S.F. 9D 5.7: S.F. 600T5.� 0.1 O,a91CC� (,r
PHASE TWO
-
50 CT' STREAM BUFFER 1 S.F. I \ 1A2>t C
(NO CLEARING ALLOWED) 7 - , �,, EROSION
/ P 72Q5 $.F\ I \ , m 15!4 _ .'\'1 CONTROL PLAN
r,
I.F.
.C. b°0
27
6072
0.14A(
I [W
2 BY
0.14 AC. • .e E
-.2
8033 S.F.
0.14.49
2
6013 S.F. r�
\ D 14 Ar. I4L
'�+• =C=J p � - .� � - .z. ��
15
-t1�
JS
itf� �H'!_ t62"`
tb3 - .i - / 0.7 qCr�,.
4 'T b;',: /'
� 40. B;rC. \
�• p s
.y �$.
S.F
60003.F
6000 �F.
\CiQ00 S�. ti _ \ � \
/
a
P
-_
9487 S.F. �
.1AAC
`
`
\
iJ -
s•�
/ l
M=
J.-
/ DS -F -� _ P Il 0.169/C.
P i
/
P
/ /
/ // ----
=-Tp579',�
- -- i
D.1AAG.
\
! i(
u,
I.F.
.C. b°0
27
6072
0.14A(
I [W
2 BY
0.14 AC. • .e E
-.2
8033 S.F.
0.14.49
2
6013 S.F. r�
\ D 14 Ar. I4L
'�+• =C=J p � - .� � - .z. ��
15
-t1�
JS
itf� �H'!_ t62"`
tb3 - .i - / 0.7 qCr�,.
.1AAC
`
\
/
s•�
/ l
-
J.-
/ DS -F -� _ P Il 0.169/C.
P i
/
P
/ - \
/ // ----
=-Tp579',�
- -- i
D.1AAG.
\
\ j 12'Z
\
r" 1 \ F3 - y ,�
'1 483
60D6'S.F.
`8.14
8QB 7 S'
`
-
8000 S.E_ '� / ♦ P -
/ HOBO S:F.
GB '20'AC' / 0. 6 A
/ / 7 /
0.1 AC
p
.14'
/ /
0. �A
�.1
0`
AC
r0.1AC( d 14'AC.
170
/6340 5
0.30 AC✓
/ .14,9C.
- 0-34 Al
/
/
. STREAM' 120 /
AC j Ofi F /
G10
�-
/
O�tSdF.\ / / L FS P P 6 / •- -- /-'" / / ,, \ J \ -
\
'I � 1 t 1 \ F6 • P // / ,07593.F./ 1B7 /IBB 89 I 1 1 1 192 193 0194 195/ ,98 11 97
( 72V1S.F / O.idAC/ 65$/S.F. 60p0 $!F. BOf�O S.Fy B0 6000'S.F. 6000 S.F. �QQ S. F. 8!100 S.F. 8106'S.y �1F. �gOt S.F. \ \
X
17 AC.
217 / Fl >O.s L 113'69 S.F. /
$
6pE,�i31I�8sG�. / fiseo s.ky \ °+ •. 41.` \ \ `.!- _ ` / \\` \ \ ,fit ` `'� s- - --� -�'
\ \\ 1 \\ \4� l I /Fa
` \ \ SToft "243
\ \ \ P 6721 S.F. -
P 0�5 AC 212 - 2 \ ' pt0. \ 2 '4pg �2p7 205\ -gpbp 203 232-
1 \ n \ f A48.F. Q9� 000 5 600 ` / 300
V1 •� V2 \ w 0�6 AC. 5,$,F. BOBd`6.F. b,.14 S.F 6pOD 'SOObS.F 0.14-A 12S. 95.S.F. \ /
\ / 07¢AD- V.T4 �jS \a:14q. 0�`iz7cc. 0.1j Ae- -OidA2 �O.t4ac. -�,� .4AC.
\\ _ v 43 D.'15 A� .
EROSION AND
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 2
- LD LIMITS OF DISTURBANCE
X SINGLE ROW SILT FENCE
MB EROSION CONTROL
MATTING BLANKET
•. SP1 HARDWARE CLOTH 8 GRAVEL
INLET PROTECTION
•• O ADS-FLEXSTORM
�P2 CATCH -IT LIGHT
TEMP. INLET PROTECTION
a RR RIPRAP
OUTLET PROTECTION
CE CE CONSTRUCTION EXIT
FABRIC COIR MESH
POROUS BAFFLE
> > > > > O DIVERSION DITCH
D CD CHECK DAM
B SF SILT FENCE OUTLET
WITH CHECK DAM
SSD»- PROPOSED STORM DRAINS
32LF 24'RCP
-� AU Pao ao>ES MMu ee =Rn. o
v
TRM EMERG. -��- � I_ � %muM�orP6RARV STLEAE�- \ _ \ � i- _�_ , \ � y �- \ _ �Z \ � ` `, -_ ,,L / � 1/1_ F
SPILLWAY ' - _ -` \ - -�` _ c =Y4s=- �_ _�_-- ,- \ - ` / L , C V 1
1• - \ CROSS1NG15 EESAIL .- _ - _ L _ _ ^ y
znrM�( z!
IE=530
I _
5]8.5
E�
`� • .d••x "E ._ _ P E3 - / 5398 9i. -� 7-
• .••5 \ .[� "' �_ E2 P - - - -_- _ __ __�. - - 0.12'AC: f �"� � /_ FENCE
-67- 6Q BOOO s.F / i 7113 ACr 12S22t.F- _
sYr / ✓ 'oy` //( / 65
F. 6000 S.F`. 0.14 \ 3 SAF�.28YAC.-
QC.
7452 S.F� $.F. ✓ 6000 AC.
P
�• \ -s'59` 6171�C.` TQC. .14 A0.
�r` Dt - 68925^F. oPRI.T.r;E s+.uessw.0 rR _ ✓ !_'\: :n % •_.4j \ v ( 1 coN.a.craN SHN..ar ' 0 60' 120'
NI/ .\,
SCALE: 1" = 60'
S S
UU H� 5
8HU1
A i
p
4
I,wGI M 4
0
�s'Mfia i
'00 Clg4l20 -:
2a�t¢�F ES S' }_
v
a a 6874 €
0
=
029740
s O FhGINE`Op.Y' r �.
$Ln>
Y1 j�
gs
N EY�3
W
a
� z W
o W Z Hz
O
U
z w
d GCI o
C m
PQ
OM
U3
z
W
'PROJECT MANAG&R: DX?
DRAWN BY: CJR
PROJECT DATE: 1/18/10
SCALE: 1•=80'
JOB No.: 2017008
PLOT DATE: 6/19/18
SHEET
EC -2C
2017068-1)10.dwg

NOTE
THE OERPRE-Ly My IFFOR WY OJMPLE TE (LNSTRUCTROCONE—TD AGTNNIEs
NNCM3EENTLY ONLY IF ALL PRECEDING BMPS HUVE BET31 CAMRETELY INSTALLED
CONSTRUCTION
PHASING
SUMMARY
CDN, PRISE IDIS PER PHASE DISTURBED
1 30 IDIS 10.691
2 81 LOTS 19.661
3 6 LOTS 4.501
4 46 LOTS 14.02[
5 55 LOTS 10.811
lOTA15 216 IDTS 59]Dt
PLEASE REFER TO THE OP -1 W CP -5 FOR THE GENERAL
WNSTAIATIDN PHASAD PLU15.
-------- GENERAL WNST0.UCIDN PHASMG UNE
PHASE THREE
EROSION CONTROL PLAN
b�•
S
bb�b �
I
PHASETHREE
FINAL STORM / FINAL GRADES / PAVING/ PERMANENT STABILIZATION
ACF S ElHJ90N CDN1ROl SEQUEMM
1. THE CONTRACTORSHALL ODWINUETO MAINTAIN AND RERACUIEFRESH THE CORRTRURION EMIT, SILT MIKE AND OUTLET STONE
CHECKDAMSASSHOLVN.
2. COW RARORSHNLLCONTINUEWTHFINAIGRAD.NG, IvSTALL NOFFIWLUDWIBINCWDNGWATBA la ,WATERAND
EWERSERVICES,OTHER SWAIE INGUUNDIES,FINAFIWITING,RNALSER8EDRAINAGE,PAVINGTDTHA HVEWAIxS
STORM DRAINAGE, RNAL SWAFS, ENRIRNG ALL NNDR WITHIx TMF pSTURBFDARFAS R gRFREDTOTHE AIMMFR BASINS.
3, CONTRACTOR SINLL MNNTAIN ALL EROSONCIXETPOI MFASIRES ASSHOWN ON K-3uWR AILAMAS NAVE BEENKRMANFNRY
ETABILUED TO THE SATRFACTON OF THE CTI Y OF MONRDE ERYSiON CONTNL SPECAUET.
A. CONTRACTOR SHALL MAINTAIN TEMiORARY SKIMMER BASINS, THE OUTLET STRUCTURE AND THE S[IMMERD EONTHEOUTUJ
STRJCTORE,OUTFALLDRAINAGEANDPERMANENTENERGYD55RPATERSTRUCTUREA DSTONEOUTLETPIO IONASSHOWNON
E03, CONTRACTOR SHAUINST PENNAWWGASINGONTHE ENI.NKMENTSWITHANDI—DUNG LANDSOAPING AND
­IOHINGAA­
S.
CONTRACTOR SHALL CONTINUE TO CLEAN HWT E02 AND W WF STORE ROADONA-IT BASSTO BE FREE OF M D, DIST AND
OEBRIEU—THE PROTECT R CONiLETED
6, DOW MMNTAIv qLL INLFf pRITFCHON MFA9IRFS PER K3, ANOTREY SPALL BE CONTINUOUSLY INSPERFD BY T�.E
CONTRKTOR ANDREPIACEDIMMEDATELY WHENNOTWORKINGPROPERIY.
ONTRACTORAOSTACCOUNTFORHAULOFFOFEICESSTOPSO10F "EWETOLIMITEDR%3MT0WASTETOPSOILON-SITE
�TCTHEPERMTTEDCONT 0ESHALL BE THE ONLY COMPANTTD RRFORMTHR ACHVRTY. THEREKNOSOII AMTERLLL HAUUIN
ANTg DFOx TH15PROIER THECOWR RSHALLASEANAPROVEDPERMITTEDSITEFORANYHWL-INORHAULOF
ACTMITIES.
7. CLEAN EEDMENT AIMMER BASINS WHEN ONE HALF NUL CHKK AFTER EVERY PAN EVENT. MAINTAIN RINNGAUGE AND RECORD
KEEPING PER NPDES PERMITTING REDUIREMENR. COW RKTOR SHALL REMOVE ANY SEDMENT THAT HAS BUILT UP IN THE
a =�NS TO EN RE THE POND BOTTOM R Al' THE -14 GRADE.
B. CONTRACTOfl SHAUI—IA='
ProVIDF AN ASWILT TOWGPApHIC91RVEY0FALL FFRFNNExi 1pND51NCWDING OUTLEL STRUCTURE
NAGE,INCIUDNGAU.O.HCEAND5RtIWXYFIf�ATD%. COORDNATEASBULTSIRVEYSWITHTHE
DESIGN ENGINEERTHROU6 THE COWTRUCTION AS NEEDED.
9, ONCE CONTRACTOR HAS S UZED EACNDONSTRUCOON PIAE, THE CDWAACTORSHALLCOxVEW THE SEDIMENT BASIN IWO
TNEPERMANENTWETPOND. CONTRACTORSALLKEN AWSEDMEWWITHINTHEPONDTOACHIEVEFINALB M
ELEVATIONS PER THE RAMS, RENOVE THE BAFRES, REMOVE THE SKIMMER AND REPUCE IT WITH THE MECHAMGLSW ICF GATE
ANDAL50 ADO THE NEW ORIFICE WITH THE FINAL PVC TURNED DOWN ORIRCE CONFIGURATION PER THE DETAILS.
SFFDAND KH DENUDED AREA IMMEDIATELY AFTER FINISHED GRADES ARE -BUSHED.
11. uNs LER ONwNTROLMvsuR is LAPERM NEWGRDUIDc R6E BLRHED.
12DESIGNENGINEER,C0NTRA RA DOWNERSHALLSIBMTSIGNEDCrt OFM WECERTIR NFORMld,FINALEROSION
COWRMACCEPTANCE WRM iOTHE ERTSpN COWROLSPKIALISi i0 XHFDIIE A FIxALOM-SITE IHSPFCTgN.
13. REMOVE SOIL EROSION CONTROL MEASURES AND STABIUZFTESE AREAS UPON AFPPOVAL OF CERTIFICATION FORM 1-06.
14. SUBMIT CERT BATON FORM 1d7 WHEN THERE 15 AN INTERMEDARY RENOVALOF EROSION CONTROL M—URESTHISSHALL BE
GONE AT AW TIME THE OWNER WRHESTO STABIUZE A LOTTUNSTRICTION RASE
EROSION AND
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 3
AAS ED AAAA LD AAAA
LIMITS OF DISTURBANCE
—x �x
DV
�r
EROSION CONTROL
RXRXRR.RXRRRX�..FABRIC
MATTING BLANKET
CLOTH & GRAVEL
%J
OHARDWARE
IPI
INLET PROTECTION
I,�
IP2
ADS -FLM
CATCH -IT IT LIGHT
TEMP. INLET PROTECTION
RIPRAP
PHASETHREE
FINAL STORM / FINAL GRADES / PAVING/ PERMANENT STABILIZATION
ACF S ElHJ90N CDN1ROl SEQUEMM
1. THE CONTRACTORSHALL ODWINUETO MAINTAIN AND RERACUIEFRESH THE CORRTRURION EMIT, SILT MIKE AND OUTLET STONE
CHECKDAMSASSHOLVN.
2. COW RARORSHNLLCONTINUEWTHFINAIGRAD.NG, IvSTALL NOFFIWLUDWIBINCWDNGWATBA la ,WATERAND
EWERSERVICES,OTHER SWAIE INGUUNDIES,FINAFIWITING,RNALSER8EDRAINAGE,PAVINGTDTHA HVEWAIxS
STORM DRAINAGE, RNAL SWAFS, ENRIRNG ALL NNDR WITHIx TMF pSTURBFDARFAS R gRFREDTOTHE AIMMFR BASINS.
3, CONTRACTOR SINLL MNNTAIN ALL EROSONCIXETPOI MFASIRES ASSHOWN ON K-3uWR AILAMAS NAVE BEENKRMANFNRY
ETABILUED TO THE SATRFACTON OF THE CTI Y OF MONRDE ERYSiON CONTNL SPECAUET.
A. CONTRACTOR SHALL MAINTAIN TEMiORARY SKIMMER BASINS, THE OUTLET STRUCTURE AND THE S[IMMERD EONTHEOUTUJ
STRJCTORE,OUTFALLDRAINAGEANDPERMANENTENERGYD55RPATERSTRUCTUREA DSTONEOUTLETPIO IONASSHOWNON
E03, CONTRACTOR SHAUINST PENNAWWGASINGONTHE ENI.NKMENTSWITHANDI—DUNG LANDSOAPING AND
­IOHINGAA­
S.
CONTRACTOR SHALL CONTINUE TO CLEAN HWT E02 AND W WF STORE ROADONA-IT BASSTO BE FREE OF M D, DIST AND
OEBRIEU—THE PROTECT R CONiLETED
6, DOW MMNTAIv qLL INLFf pRITFCHON MFA9IRFS PER K3, ANOTREY SPALL BE CONTINUOUSLY INSPERFD BY T�.E
CONTRKTOR ANDREPIACEDIMMEDATELY WHENNOTWORKINGPROPERIY.
ONTRACTORAOSTACCOUNTFORHAULOFFOFEICESSTOPSO10F "EWETOLIMITEDR%3MT0WASTETOPSOILON-SITE
�TCTHEPERMTTEDCONT 0ESHALL BE THE ONLY COMPANTTD RRFORMTHR ACHVRTY. THEREKNOSOII AMTERLLL HAUUIN
ANTg DFOx TH15PROIER THECOWR RSHALLASEANAPROVEDPERMITTEDSITEFORANYHWL-INORHAULOF
ACTMITIES.
7. CLEAN EEDMENT AIMMER BASINS WHEN ONE HALF NUL CHKK AFTER EVERY PAN EVENT. MAINTAIN RINNGAUGE AND RECORD
KEEPING PER NPDES PERMITTING REDUIREMENR. COW RKTOR SHALL REMOVE ANY SEDMENT THAT HAS BUILT UP IN THE
a =�NS TO EN RE THE POND BOTTOM R Al' THE -14 GRADE.
B. CONTRACTOfl SHAUI—IA='
ProVIDF AN ASWILT TOWGPApHIC91RVEY0FALL FFRFNNExi 1pND51NCWDING OUTLEL STRUCTURE
NAGE,INCIUDNGAU.O.HCEAND5RtIWXYFIf�ATD%. COORDNATEASBULTSIRVEYSWITHTHE
DESIGN ENGINEERTHROU6 THE COWTRUCTION AS NEEDED.
9, ONCE CONTRACTOR HAS S UZED EACNDONSTRUCOON PIAE, THE CDWAACTORSHALLCOxVEW THE SEDIMENT BASIN IWO
TNEPERMANENTWETPOND. CONTRACTORSALLKEN AWSEDMEWWITHINTHEPONDTOACHIEVEFINALB M
ELEVATIONS PER THE RAMS, RENOVE THE BAFRES, REMOVE THE SKIMMER AND REPUCE IT WITH THE MECHAMGLSW ICF GATE
ANDAL50 ADO THE NEW ORIFICE WITH THE FINAL PVC TURNED DOWN ORIRCE CONFIGURATION PER THE DETAILS.
SFFDAND KH DENUDED AREA IMMEDIATELY AFTER FINISHED GRADES ARE -BUSHED.
11. uNs LER ONwNTROLMvsuR is LAPERM NEWGRDUIDc R6E BLRHED.
12DESIGNENGINEER,C0NTRA RA DOWNERSHALLSIBMTSIGNEDCrt OFM WECERTIR NFORMld,FINALEROSION
COWRMACCEPTANCE WRM iOTHE ERTSpN COWROLSPKIALISi i0 XHFDIIE A FIxALOM-SITE IHSPFCTgN.
13. REMOVE SOIL EROSION CONTROL MEASURES AND STABIUZFTESE AREAS UPON AFPPOVAL OF CERTIFICATION FORM 1-06.
14. SUBMIT CERT BATON FORM 1d7 WHEN THERE 15 AN INTERMEDARY RENOVALOF EROSION CONTROL M—URESTHISSHALL BE
GONE AT AW TIME THE OWNER WRHESTO STABIUZE A LOTTUNSTRICTION RASE
EROSION AND
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 3
AAS ED AAAA LD AAAA
LIMITS OF DISTURBANCE
—x �x
DV
SINGLE ROW SILT FENCE
EROSION CONTROL
RXRXRR.RXRRRX�..FABRIC
MATTING BLANKET
CLOTH & GRAVEL
(
OHARDWARE
IPI
INLET PROTECTION
I,�
IP2
ADS -FLM
CATCH -IT IT LIGHT
TEMP. INLET PROTECTION
RIPRAP
a
OUTLET PROTECTION
—
PROPOSED STORM DRAINS
,DDDx�IaD,DDD
DV
DIVERSION DITCH
COIR MESH
RXRXRR.RXRRRX�..FABRIC
POROUS BAFFLE
(
CD
CHECK DAM
ESILT
FENCE OUTLET
WITH CHECK DAM
***CAUTION***
N.C. ONE CALL UTIUTY LOCATOR SERVICE
3 DAYS BEFORE D-632 CALL
lIX1 FREE 1 -BOD -832-4949
A ONE CVL 6Y61F1E FOR DERAARMTY AND UDB SAFE Y
Av.+L.BLE *,e .LoeaFO THE 0 150' 30V
SCALE: 1' = 150'

5(30")
11093
RLN:
NV.IN'.
1:
oc
14
EMENTATxYl AFU INSTAL— OF THEO`MNG MEPs: TRNLEF.PMgNG.IAY
DPMI°P R.,.PGTT.. M„EEL WXIH__ETE, �`BT. MA_—FUELMD
MATENIAI STOWAGE CANTNNEIIS. SOLID WASTE CO RS, ETD., IMMEDATELY OENOTE
_-MI
MAPS D NOTE ANY CHANGES ON THEYUGHOUT
=M THRO
IHE—STR-TONPRoc W IN DUTICNNOTEOF- AS ITEAREPSWHEREFIU.I9
ED FROM OR S0IL IS EJtPoRTED TO THE 9TE IMPS_
NOTE
ME GENERAL CONTRACTIXt 1MY LOMgETE CIXISNNCTIOW!£IATEDACENITES
�OJRRENTLY011YIFALPPKEgNGBMPSHAVEBEENCOMPIE yINSTALLED
NOTE'.
DULE
THE ACTLWL SCHEFOR IMPLEMENTING -U- f% NTfiOL MEASURES wtLL BE
DETERMINED BY PRyECT WN —TON PRIXFiE55 AND REWROED BY THE GENERM
OJNTRACTOR q THE SOIL ER051 S MDMA IW NNTROL OPEIUTKN TIME SOIEDIILE
THE EROSONANO SEpMEMATON_IT__S(SITE NAPS) pDV✓I SLOPE
ROTECTIVEMEASURESMUSTALVMYS�INPLA BERORESOILIS pSRlf®ED
PHASE THREE
EROSION
CONTROL PLAN
EROSION AND
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 3
� LD LIMITS OF DISTURBANCE
)� SINGLE ROW SILT FENCE
�g EROSION CONTROL
MATTING BLANKET
OHARDWARE CLOTH & GRAVEL
IPS INLET PROTECTION
ADS-FLEXSTORM
IP2 CATCH -IT LIGHT
TEMP. INLET PROTECTION
a RRAP
OUTLET PROTECTION
-SO--- PROPOSED STORM DRAINS
>>>>>. DV DIVERSION DITCH
FABRIC COIR MESH
POROUS BAFFLE
CD CHECK DAM
SILT FENCE OUTLET
WITH CHECK DAM
0 w 1za
SCALE: 1"= 60'
�o
a� a
a
PH o
apV U
N4 „
i
0
U
S
u
0
UU
N
at`N cn R°�� R;'
J.r
��Po4ES S/p �'Z� }�4F55
>=n v E Yo
oze141
�3�9VNGINEF'p c�'a`c �Su
p,,SS1n tlRn ��y;
y �a
W
6
x 0
z Z
w
a w Z E-
E -
z
WF
z
0
U
w
E W �o
oV) m
�' U
Q5
z
o m
V)
0
C4
w
PROJECT MANAGER: DJG
DRAWN BY: CJR
PROJECT DATE: 1/18/18
SCALE: 1"=80,
JOB No.: 2017088
PLOT DATE: 8/13/18
SHEET
EC -3A
2017080-DIO.dv¢

_ - - - _-- _ =-�� - --- __ -r
.TNEmNeRAcmI MLNa xor '� � - _ _ _ _�-'�kf
�-
mnw�s�w�i-`JURISDICTIONP.L STREAM
.. t
Fp1IMPEEM..ION N INSTlWTIONOFTHE NG.IAV
001W PDRTAaom MHEEL WASH. muCRETE was UT, w� — l.EL AND
MATERORAGECONTNNER55 DWASTECOM IMMEDATELYDENDTE
TTESITEMAPSANDNDTEAN CO ES NLOGTIONASTIEYOCCLRTHROUGMgIR
THECONSTRLICTONPROCESIS NAm'TON NOTE ANY DFFSTEAREASMAHERE FILL IS
ABATED FApA OR 50 L IS E—B—TO ON THE MTE MAPS.
NOTE
THE GEMEPAL CONTPACTOp MAY COMPLETE CDN HAVE BEEME SEEIONiElA1m ACTNITES
CONCMIENTLV OKY IF ALL PREC�IG B1V5 N WMPlE,E1.Y INSTA I m.
NOTE
THE ACTUAL SCREW LE FOR IMPLEMENTING POLLUTANT CONTROL MEASURES ""BE
DETERMINED BY PROJECT ­T­PBOGRESS AND REOCRDED BY THE GENERAL
CONTRACTOR ON THE SOIL EOSIOH5EDMENTATICN CONTROL OPERATION TIME SCHEDULE
ON THE EROSION AND SEDMENTAT"CONTRW PIANS (SITE MAPS). ODNM SLOPE
PIK)TECTNE NE LBLRE MUST AL—S BE W PLACE BEFORE SOL IS DSTU—D
PHASE THREE
EROSION
CONTROL PLAN
`
a 1. 12a
SCALE 1" = SO'
1 as
467
uSN CA Rni//�
2 a:DFE55/ H9ti¢
a 26lL r c
028740
��q FNC INEF'e y� a
GRPFTNa�a
III 111111111H\\
f
CV -G
1RISDICTIONlLL I � � '
'ETLAND TO REMAIN
EROSION AND
9
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 3
(/I
LD LIMITS OF DISTURBANCE
SINGLE ROW SILT FENCE
GIN RD
SILT FENCE \ `
Y z
EROS ON CONTROL
MATTING BLANKET
J
s3.e
HARDWARE CLOTH & GRAVEL
IPS
-• INLET PROTECTION
ADS-FLEXSTORM
CATCH LIGHT
-IT
TEMP. INLET PROTECTION
RIPRAP
OUTLET PROTECTION
-SD» PROPOSED STORM DRAINS
V
,
DIVERSION DITCH
I
,.
` Y
-
FABRIC COIR MESH
D' .E
J
..
POROUS BAFFLE
CHECK DAM
nias.. 1
SILT FENCE OUTLET
� WITH CHECK DAM
a 1. 12a
SCALE 1" = SO'
1 as
467
uSN CA Rni//�
2 a:DFE55/ H9ti¢
a 26lL r c
028740
��q FNC INEF'e y� a
GRPFTNa�a
III 111111111H\\
f

a �7MENT-arOnT.LooNw�asTEeNro A aD .RM�.EDrcN.TSIIMAElRv,>E� aDswMTEEwERLLr*AMA
AEN ­ -E-
- wwrsOTEuE$lNLu
TE DroENO
DOTC+E
uAIY*
WNSTRUCTGN GRIXEeg. IHMOTON, NDTEAM' OFF6TE ARFA4 vMEPE Flu IS
PIXtTE0 FROM OR SOIL IS ELPORTED TOOK TME MTE MOPS
NOTE
THE OENERK WNTRACiOq MAY COMGIETE WNSTRUCTpNRE1ATEDACTNITIES
WNWiLiENTLY ONLY IFA11 PREC8MIG BMPS 1NVE BEEN W WLETELY NSTALIID.
ITHEACT�E�­
TEMPLEMENTING POLLUTAMWNTRC'lMEASURESTERMINDBYFTHE CONSTRUCTION PROGRESS ANDRECCRDEDBYTHE GENFFALMRACTIXt qd TIE SOILEROSIOWSEgMENTATgN CO -E OPERAbTIMESCHWIE THE ENE ANDSEMIMEMiaiION WNTROL PIPNSISRE MAPS) DOAK8.OTECTNE LEF41T1E5 MUST ALW4Y$ BE W PIACE BEFORE SqL IS gSRIRBED.
PHASE THREE
EROSION
CONTROL PLAN
Civ -1
EROSION AND
SEDIMENTATION CONTROLS
LEGEND - FINAL PHASE 3
- LD LIMITS OF DISTURBANCE
X SINGLE ROW SILT FENCE
EROS ON CONTROL
MATTING BLANKET
IPI HARDWARE CLOTH 8 GRAVEL
INLET PROTECTION
'. O ADS-FLEXSTORM
P2 CATCH -IT LIGHT
TEMP. INLET PROTECTION
C]
RR RRAP
OUTLET PROTECTION
-SD»- PROPOSED STORM DRAINS
>>>>>. py DIVERSION DITCH
FABRIC COIR MESH
POROUS BAFFLE
`- CD
CHECK DAM
FO SILT FENCE OUTLET
WITH CHECK DAM
2017088-D10.dwg

UTILITY PLAN
�amlonnlnul y GJMY
P
� Sg
COTTAGE GREEN
SUBDIVISION v�° ° ENGINEERINGCONSULTAN75
4 v�a\�� 132PILGRIMROAD•OREENWLLE,SC296O7
�oulnnnlmllW`
PH -'(864) 297-3-7 • FAX: [phone]
US HWY 601 & WHITE STORE ROAD WWW.ORAYENCINEERINC.COM
CITY OF MONROE, NC SC GOA.I Couo6o VC GOAD Gni? GA GOA./PGFoo,gp 2N C.OA.1 opp8W
N0. D1'[E BY ID,V1810N
A 00.1618 Db ISSUED TO CITY OF MONROE FOR REVIEW 800MMEN
0612./8 D ISSUEDTOGTYOFMONIOEFOR REVIEW BDOMMEN

Z IA b O b
UTILITY PLAN
e ani� ga�aolunlntml oke GA" Y
C
C ROm £
v COTTAGE GREEN sp y o �_ y� � ENGINM"NGCONSULTANTS
a q SUBDIVISION
I Y
igz PHGRMR0AD•GREEMLLE,SCzg607
rPH: (8 - os •FAX: (86 4) z
a a li US HWY 601 & WHITE STORE ROAD
WWW.CRAYENGWEERING.COMiB�
g
Sc CO A
CITY OF MONROE, NC
o ae 4 m 7a i': ,,,,,,,,,m„ A„a„ H,�,,,,,,,, ,.,, ,, • ., c000eo W CO . A.. c-,z,� ca ao.n.• vrvoo,ya, . m c.oa.. oaoew
A 041&151D 1ISSUE0 TOaWOF MONROE FOR REVIEW&COMMEN
061118 O.IG ISSUED TO G1 OF MONROE FOR REVIEW & COMMEN
8 J1
0
z�
fN�x
•
N.ug
o
z
42
X",
N
tT l
ovo
NpsNI
_� �-------,
,� / / /♦
'� �♦ ♦♦ ss •'� i ♦ N P �I
�$ �� SiB �� /
•� Cj /
♦` � � � g o z 5 yo
10
Ak
/ ,
o
CI M
qc/ /
5 / `
o. 1Fyn
^ m m
oO o
o
cp
SD
m
Q
4
Z IA b O b
UTILITY PLAN
e ani� ga�aolunlntml oke GA" Y
C
C ROm £
v COTTAGE GREEN sp y o �_ y� � ENGINM"NGCONSULTANTS
a q SUBDIVISION
I Y
igz PHGRMR0AD•GREEMLLE,SCzg607
rPH: (8 - os •FAX: (86 4) z
a a li US HWY 601 & WHITE STORE ROAD
WWW.CRAYENGWEERING.COMiB�
g
Sc CO A
CITY OF MONROE, NC
o ae 4 m 7a i': ,,,,,,,,,m„ A„a„ H,�,,,,,,,, ,.,, ,, • ., c000eo W CO . A.. c-,z,� ca ao.n.• vrvoo,ya, . m c.oa.. oaoew
A 041&151D 1ISSUE0 TOaWOF MONROE FOR REVIEW&COMMEN
061118 O.IG ISSUED TO G1 OF MONROE FOR REVIEW & COMMEN

•
FPH:
� o
m P
m ro
�e
1=SQ1
„' �
0
eNO.
ly
Zi►
„
(]
UTILITY PIAN
COTTAGE GREEN
SUBDVSION>9sP(LGRIMROAD•GREENVLUESCs96o7
US HIiY 601 & 1PiiITE STORE ROAD
CITY OF MONROE NC
f
/ >§
^IT .�y / / vo•n.o..
I I GA" Ir
ENGINEERNG CONSULTANTS
(860) s97-3 7 • FAX: (864) s97-5187
WWW.GRAYENG7NEERWG.COM
sc NC C.OA.�G-7 GA C.O.A.s PEFooigy TNC-0—ogioB�g
DATE BY RMINON
/ /001/ /
B 061118 D G SSUED TO CI OF MONROE FOR REVIEW 6 COMME
/ f - l
41 II
\ w I
1
yy
r 1
S I 1
UN1
C'J1
1 1
\ 1
� ! I
�• ' � / rim / SS 8{ '�'' � � I 1 �
1
p q
spa i I 1
' 1 ;
X , 1
�Lm w o I
J
�0pgoo 1
p♦�dp / A � o ,
- p 1
TSS° 1
1
1
1
1 !
n
^i
UJ
m
4
•
FPH:
� o
m P
m ro
�e
1=SQ1
„' �
0
eNO.
ly
Zi►
„
(]
UTILITY PIAN
COTTAGE GREEN
SUBDVSION>9sP(LGRIMROAD•GREENVLUESCs96o7
US HIiY 601 & 1PiiITE STORE ROAD
CITY OF MONROE NC
f
aVnplllllll Orb
O
P" '
p F� o �-
a
I I GA" Ir
ENGINEERNG CONSULTANTS
(860) s97-3 7 • FAX: (864) s97-5187
WWW.GRAYENG7NEERWG.COM
sc NC C.OA.�G-7 GA C.O.A.s PEFooigy TNC-0—ogioB�g
DATE BY RMINON
A p 1618 DJG ISSUEDTOCITYOFMONROEFOR REVIEW&COMME
B 061118 D G SSUED TO CI OF MONROE FOR REVIEW 6 COMME

^
\ 1
CO
VIS
o
z
to
p
o
g
m b
f1
►
a
o m
d
y
x
9
UTILITY PLAN
COTTAGE GREEN
SUBDIVISION?p
US HWY 601 & WHITE STORE ROAD
CITY OF MONROE, NC
o„pmnnureia
Np bAvp,
PROS >E
y s� o �_
dip
d/I/lllllllllllll\h\`�
j,
GARAIF
''�"' ENGINEE"NGCONSULTAN7S
132PILGRIMROAD•GRREMLLE,SCsg6o7
PH: V,'V .GPAVs7.FAX: RWGx97-987
www.cRarEvcLveeRlvc.coM
SCC -OA -IC- " NCC.OA.ICaap OAC.OA.,PEF--,941 i C -0A--411819
Fma
GW1 BY B�oF
A
MIX180.101.-EDT WOFMOIROEFORREVIEWBCO E
B U61Y1B DO IBSUED TO GTY OF MOM OE FOR REVIEWBCOMME
/
� -
Q�� � �\
/ •, IF�dG, Y�
/ Ca
Sb
\ {W¢
I I
`) ♦
I I
I 1 '
�j `
�Q
ib
\ \
♦
11
II
`\
111
i
�
a
\
1
'
\I\ 11\
I
N i
_ ` _ 0 �
"' � /
I
Ir � - ,r €
°'
� � e• \
J'
u
IILL��JI
I
a
I-
w
N
❑
s j8
0
V
0 I8
I
II 0 '
0 ''
oq
it I
1: W.
I
I
I
F7
ILII^VIII
I ��
o
I
I
I
/
A I
1
11
El
1 ❑
I / N
I
I I /
I I ❑/
�
\
A 1
0 \
\ /
�I
\
❑ rw /
1
I
1
1
I
1
I
r I
I
1
1
1
1
' I
I I
1
1
1
A�
I
• I
F
m
^
\ 1
CO
VIS
o
z
to
p
o
g
m b
f1
►
a
o m
d
y
x
9
UTILITY PLAN
COTTAGE GREEN
SUBDIVISION?p
US HWY 601 & WHITE STORE ROAD
CITY OF MONROE, NC
o„pmnnureia
Np bAvp,
PROS >E
y s� o �_
dip
d/I/lllllllllllll\h\`�
j,
GARAIF
''�"' ENGINEE"NGCONSULTAN7S
132PILGRIMROAD•GRREMLLE,SCsg6o7
PH: V,'V .GPAVs7.FAX: RWGx97-987
www.cRarEvcLveeRlvc.coM
SCC -OA -IC- " NCC.OA.ICaap OAC.OA.,PEF--,941 i C -0A--411819
Fma
GW1 BY B�oF
A
MIX180.101.-EDT WOFMOIROEFORREVIEWBCO E
B U61Y1B DO IBSUED TO GTY OF MOM OE FOR REVIEWBCOMME

t #7 /-Ufa
i
ER AESOURCE13 /
-FER PERMITTING,
a
OVERALL UTILITY INDEX SHEET
COTTAGE GREEN
SUBDIVISION
US HWY 601 & WHITE STORE ROAD
CITY OF MONROE, NC
a �aromnmm�i GJMY
n, PRG�aa
D ENGINEERING CONSULTANTS
yN i3s PILGRIMROAD • GREENVILLE, SCS9607
+4amnnmmm PH: (864) 097-3"7 • FAX: [phone]
%; WWW.GRAYENGWEERING.COM
.._...-....--...--__......._ .........._,.,.... • SC
CO- 009969 . NC C.O.A.' C -1v17 • GA GOA.4 PKF-9 • ' C.OA-410899
IOiY18[ON
OF M ROE FC
K
c O
F
m
o
n
Y
�
OVERALL UTILITY INDEX SHEET
COTTAGE GREEN
SUBDIVISION
US HWY 601 & WHITE STORE ROAD
CITY OF MONROE, NC
a �aromnmm�i GJMY
n, PRG�aa
D ENGINEERING CONSULTANTS
yN i3s PILGRIMROAD • GREENVILLE, SCS9607
+4amnnmmm PH: (864) 097-3"7 • FAX: [phone]
%; WWW.GRAYENGWEERING.COM
.._...-....--...--__......._ .........._,.,.... • SC
CO- 009969 . NC C.O.A.' C -1v17 • GA GOA.4 PKF-9 • ' C.OA-410899
IOiY18[ON
OF M ROE FC

SEWER LINE -A
SCALE:
HORIZONTAL: 1"=40'
VERTICAL: 1"=5'
520
W Z
P4
az
0
mpi
U� UI
—a
]
U' q
--4 G4
O
mE.
N o
.,
Ii
.Sri
�m
� �ww
'� a
vl
m z
/
r.
510
x
w
�Wr
500
•�°p`
EXISTING
GRADE
w
O�
w
w}„
�z�
o
_
x
-
/
♦ o
x �WW
` Of
aso
(
304.72'
739
06'
_
LIMITS Or
WvETLANDS
480
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+
INV: _::- - - / / /� - \ •yG \
485.19
�R\ \
F _ _ �— _ CITY OF Mo E 100 YEAR FLOODPLAIN—�
--
_ oRovo=CLEARING
AM
'WtiR 45 JACK AND ATERL�4 '�'`. WATE DSEWER. JURSDIE- urvoeR exisnNc srn�An7 \ �- gym of NrFFER
# SSMR EMS EWED)
JUR SD CTIONAWETLAND PLAN !�. / ��.;` _ ._ ` •e / .CSi \`:." FOR REMOVAL PLANNED
D
SS MH A3 SF (0.05 AC) S
50 CITY STREAM BUFFER
44es / -- ss MHCLEARING ALLOWED)
x
SSMHA6-
\ a
30"RCP' GOES a` DFB
: D R CATCH
:
BAS 100 YEAR FLOODPLAIN
r
JURISDICTIONAL /S S �/
TO REMAIN
538.46 SF (0.01
F0 BAY` III N
IdO.
\ IN.A(OLUME a 234,929 C L - ♦'.. \
_
INV: �. = i ', �\ � ,., L �� ��1p -- �/
495.75(30") SS \. t. ' i. 1\ \ �:— \\ 1 - — - ♦ -
11093R" R
RIM: 508.83
NV.IN: 501.93 \ \ �� \ I, \ ♦'
INV.OUT: 501.78 � � I i � � � �� �� � � v ! -- ° � ♦ �t
\ -i SSMH A6
SCALE: 1" 40'
RI 522.76
.Y
,atN1cA/R 0" 3
Q'oE E55/0 � H
'2n WAL r9 yc
028940 r p� <
f"S
qt
� 9 J IGR",' F M
�J
tl
PROJECT 1dANAGER: DJG
DRAIN BY: CJR
PROJECT DATE: 1/18/18
SCALE: I"-40'
JOB No.: 2017068
PIAT DATE: 6/13/18
SHEET
UT -1
2017068-D10.d-9
d
O
p4
W Z
P4
az
0
mpi
U� UI
—a
]
U' q
--4 G4
O
mE.
C
.,
Ii
PROJECT 1dANAGER: DJG
DRAIN BY: CJR
PROJECT DATE: 1/18/18
SCALE: I"-40'
JOB No.: 2017068
PIAT DATE: 6/13/18
SHEET
UT -1
2017068-D10.d-9

UTILITY PLAN — SEWER PROFILE
lunnninnuiy
COTTAGE GREEN ENGINEERING CONSULTANTS
SUBDIVISIONj32 PILGRIUROAD -GREENVILLE, SC296o7
P11. [phone]- FAX.* [phone]
US HWY 601 & WHITE STORE ROAD www-GRAVENGINEMUNG com
CITY OF MONROE, NC
0
ILI.
tom_
- 1►`.,�.,�. li
-1, .
5TA; 0+69.17
1
:
(. ) 516.92'
ill`.
I,
(IN): 517.1
V
_
_ -,.;,.
-
TOP 5a.9v
Aw
A Iv.
FA
� Ill
--;-�/
_ .,;��
iii �� �
��V
Jim[
.
IVA
NJ
1
UTILITY PLAN — SEWER PROFILE
lunnninnuiy
COTTAGE GREEN ENGINEERING CONSULTANTS
SUBDIVISIONj32 PILGRIUROAD -GREENVILLE, SC296o7
P11. [phone]- FAX.* [phone]
US HWY 601 & WHITE STORE ROAD www-GRAVENGINEMUNG com
CITY OF MONROE, NC

YL
544.86
544.9
1 MH A11 I E1
SS SSTA; ZD+59.22
$ {{ 1 TOP:542�2'
SR i ? 1 IE (IN):528.82'
s 545.86 IE (OUT):52&62'
545.9
1
_ m
D I 547.07 X
m 547.1
z
0
(To \ D
f3
550.51 P m
550.5 �•�t \ ! j
554.78
554.8
-D l i 11
5
w
556.32
1 MH Al2
A:22+94.22
g 556.3 I IYPC551,01'
IE (IN):540.31'
IIE (OUT) -540.11'
E \,
I
In
N 557 24 i t
l
55712
I 1
N 557.76 1
u) 557.8
NJ OI i 1
6 I ar i 1
559.36 fi
N 559.4 \
N
A
561.87
V
561.9 ( j
MH Al
.48
r /STA: 25+17
1 ?OP: 559.15'9.15'
` 7 \ IE ((IN):550.22'
IIE (OUT):550.07
56463 I !
564.6
� 4
D
565.68 3 I
g 565.7
H
566.86
p 566.9 A
m
lil l�� i�I m'.
o
568.70 w a, I C1
568.7 I 'a
D
\ ( $ o m
571.16 1
S) 571.2 \
3
\ / 573.67 \
$ 573.7
\
C !
j 1
575.85 ! I
575.8
` A14
ST \
STA: 28+67.46
V t TOP: 70.25'
y • I ! IE (IN 1.5
= S) IE OU 5814'
\ 4 6 40 N N
D 5764
\ 4
\ S�9
S�6 m A m
1 O to m
D?D
sao F7 m z
m
` SjB in �i D
Fn
m Z 9�
10 -
o �0 2
011t G1 y>A
^A ,v mt
Z. Dm
o �v <W
m
O -O
m r 0
D fTl fTl
0 Zl
Z \
IJ1IIdTY PLAN - SEI/ER PROFILE
�aumwxxx
D NO
d PR RRA Y
GA
r
dc?
COTTAGE GREENy� a
a€ ENGINEERING CONSULTANTS
VC' i3a PILGRIMROAD • GREENWLLE, SCx96D7
SUBDIVISION Nx1nimuluN6 PH: (864).97-3-7 • FAX: [phone]
US HWY 601 & WHITE STORE ROAD IYWW.GRAYENGINEERING.COM
CITY OF MONROE, NC SC CORS Cppp6p•NC C.OA.r Giv7 OA C.OA./PBFom9q 1N GOA.x ayoBi9•
FXmoII
IWUED TO CITY OF MOMOE FOR REVIEW 8 COMME

559.36
559.4
�
\
I
581.87
H AIA
( i
I
564063
564.6
1
j
1
x
j
! ! !
1
\
cn
l
�
z
565.88
1
�
565.7
1
>
1
D
m
566.86
I
1
566.9
I
1
i
o
I 1
!
568.70
Q a
568.7
4
jj
!
\
57116
5712
573.61
\
573
575.85
'
1
575.8
1
E i
i
S
Top
ffl
576.40
1E '561 4'
576A
574.89
574.9
1
!
i
572.20
) I
572.2
0
w
m
570.04
^? u
A
570.0
1
570.47
570.5
I
'
i♦
573.75
5737
576.34
576.7
IE (WT�:583.404
UTILITY PLAN — SEWER PROFILE
��141nnnm�4y66
Py
O $$ O
COTTAGE GREENFq S � �o o < ENGINEMNG CONSULTANTS
S UB D IVIS I O N 132 PIWMMR0.W - GR&ENNLU, SCs96o7
hilft PH -'(864)29"027 -FAX -'(864)29"187
US HWY 601 & WHITE STORE ROAD WWW.GRAYENGaMEERING.CoM
CITY OF MONROE, NC NCC.O.A.1G1m7.OA CO-P8P99i9p • 7N C.OA./ 9y9819
mawO
IMMION

09
nn
1
a
- 1
-
$
545.14 c
o MH E1 & A11
$
545.1
STAIO+00
O()
(
IE 2882'
i
1
544.98',
i
x'
545.0
i
i �
1
545.00
$
545.0
:.
I
545.00
1
I
`d
545.0
i
MH E2
N
544.33
i
:)49
8
5443
N5.35
I
IE (OUT): 532.75'
544.90
I j
$
544.9
l
i
(
m
545.61
ib
N
$
545.6
N
p
J
C)
E
O
� D
545.63
K'
545.8
545.76
$
545.8
2
m A
�
m
F1
1 O
cn
''�
Ij
+IE
23
(� z
C7
3'
D
y
545.884.50'
r-
m
z
545.9
34.30
m
1
N IAI
O_
m
I
546,46
1
-
1
ii
j
I
Ii
I
O
0
(li
O
546.95
(
I
0
547.0
(
j
1
i
I
o
m
547.00
$
547.0
1
546.14
o"
546.1
I
543.34
$
543.3
MH ET
j
7-TTWA. +
TOP: 84'
\ IE (IN537.31'
j
IE (OUT): 537., 4'
543.66
i'
543.7
(
/
1_
547.91
547.9
u
\
u
\
551.97
b"
552.0
(
I
\
554.04'.
(
MH E
is
554.0
a
3.83
o
S
a
TOP: 549.30' o
IE ((XUT): 538.30'
UTILITY PLAN - SEVER PROFILE
��OMnnnnu obi `-
IF
COTTAGE GREEN
SUBDIVISION ENGINEERINGCONSULTANTS
tl� i3. PILORWROAD • cRSBNVILLE, SC 20-7
US H1iY 601 & WHITE STORE ROAD PH: IV%W.864) 9]-9os7• PAX: WNG. 97-5:87
CITY OF MONROE NC www.cRArRNCDVRRRIrNc.conr
f SC C.OA.s C0006o • NC C.O.A.r G:r:] G.1 C.OA.r YbPao�g{: ]1V C.O.A.r oMoB:q

<0
A m
1 0 cn m
�
D m r
Z
m
N ISI -n
O
g 545.75 0
0
o MH F1 h E3
`
8 545.8
.
(
TOP: 544.94
IE (IN) 534.50'.
'
546.73
548.7
"
mo F2
547.76
545.60',
547.8
E N) 537.80
IE WT}537.40'
1I
�
i
1
548.87
548.9
1
1
549.82
N
1
549-8
I
1
551.34'
551.3
'
I
I
( �
1
552.16
I
,
1
552.2
MH F3
I.
TOP :551.70'
IE IN): 54270'
m
x
553.84
1
IE W :542.50'
553.8
! Z
I
�
D
557.11
!
-
\
of
m
557.1
\
`
a 560.49
�
is
O
560.5
I
!(
1 ! !
Lm I
I
n
563.75
- ♦
m
563.7
1
566.20
566.2
(
♦.,,
i
I
569.36
569.4
1
570.39
I
!
MH F4
570.4
N
N
a
ol UTH= PLAN — SEVER PROFILE
�Wnnmomiaa4a,� GA"
Ir
3��d0 aq off" �
"� Om
COTTAGE GREEN o a'= ENGINEExINGCONSULTAN75
SUBDIVISION q '"�
41IIAPNO PH: (86q) sq7-3os7 •FAX: (864) s97-587
US HWY 601 & WHITE STORE ROAD www.cxArEvcnvesxnvc.com
CITY OF MONROE, NC SC GOA.�Coaobo •XC GOA.e Gw7 GA C.OA.�PSFoo 9q •TN COAs oyo89
E (tJ»): :58W O I
IE (W1.94'

544.2
541.37' �
IE IN):524.37
/
543.54
543.5
\ `
VIII,
j
544.69
No
544.7
� p
537.58
�
537.8
i
i
524 83
I
524.8
MH B
TOP: 534.31'
IE IN): 525.71'
\
IE OUT): 525.50'
52,.27
\
521.3
532.05
�
.
�,
-32.6
g
`
x
539.94
Q
I.
\
�
539.8
\
543.66
\
\
543.7
\ AIH
83
546.58
\ TOP:
542.40'
546.6
\ IE
IN): 527.22'
IE
OUT): 527.02'
�
\
548.20
� O
0
548.2
_
1
/ �
546.76
HB4h
546 .8
C1
/ TOP: 542.94'
/ IE IN):
528.02'
/ IE W
:527.82'
544,38
544.4
1
m
542.93
N p
542.9
O
539.57
539.8
mo
M
BS
�
m
534.18
y, TOp:
o IE
:+
538.21'
(IN): 532.59'
534.2
� 1E
(OUT): 529.02'
� v O
h x
527.77
H B8 h D1
527.2
�
STA:8+01
• '.,.
TOP: 538.44'
�
`
IF INl•41.174'
IFWT): 532.94'
\
526.66
�
UTILITY PLAN - SEWER PROFILE
ounnnlPQ �, GA" Y
COTTAGE GREEN A m 1� N n¢
SUBDIVISION ' �` s7 �o °� Ei\7GlNEERINGCONSULTAN7s
''H "`'c`° OsPILGRIMROAD.GR ENVLL cSCs9607
PH: (864) -97-30-7. FAX: [phone]
US HWY 601 & WHITE STORE ROAD INWW.cRAYENGINEBRING.COM
CITY OF MONROE, NC sc c.oa.. c0004o.
IVC C.O.A.. 6.a.] • OA GO.A.I PSFo0.04.. ]SV C.OA.. 04.08.9
N0. a� BY B1M8fOR
� 061}18 D43155UED TO GTY pF MONROE FOR REVIEW dCOMME
�� I

527.17
-MH B6 & Dl
TOP: 538.44
IE (IN):533.14.
IE (OLJ T): 532.94'
57
538.:
5N.3
MH B7
543.92
NOP:5411.85'
lk (IN): 536.05'
IE,(OtJT): 535.B5
8 547,60
+
5
I
%
8 55V
+x
i8
MH
as
m
RT
FA
E IN): 1.25'
E
:t 553.
+
5
1
I
>
M'
553.1
r� 552.88
Ag
H
TOP 550.68'
7):542142.1
): 542.10'
Z 553-
53T
z; 553+110
557.
r
_j55�2
i: 556..
5
0
ii
0
Ln
i: 558.
+
5a
1
>
UTILITY PLAN — SEWER PROFILE
v- GA" Y
AMA
COTTAGE GREEN ENGINEERING CONSULTANTS
SUBDIVISION 132 PlLGJWfR0,W - GREUMLLE, SC29607
P11. [phone]. FAX. [phone]
US HWY 601 & WHITE STORE ROAD %'WW.GPAYENGlNEFJU1VG.00M
CITY OF MONROE, NC
TOP
(:556.75
IE OUT):549.78-
fmo-1 — I BY m9moN
A 0&1118 0.q ISSUED TOGtt OF MONROE FOR REVIEW 6COMMEN

545.35
545.4
54943
549 4
556,18
556,2
558.39
558.4
558085
558.8
559.11
559.1
561.21
561.2
562.99
uan
— .1 . —
0+00
TOP: 538.44
IE (IN): 533.14'
MH D2
z
TA.:I+
IE I:54!
N)
4.24
.06
39.25
0
-Cm
E 0d,:539
1. >
-H 02.1
TOP: 550.9+'
IE (IN): 545.14'
E (OUT): 544.94'
O
0
O
M
D3
S�TA:5+34..
4
T'
557:5T5.1
IE •(O(JT):551.12'
MH 04
N I A--
61 TOP:559.00'
IE ((XJT):553.00*
<O
M 0 ;o
N IT!
;a
4 ri):�
M
> >
rm Z
It
gi 0
q
UTILITY PLAN - SEWER PROFILE
0 1%
GJ"Y
COTTAGE GREENENGINEFY"G CONSULTAA7S
SUBDIVISION tis PILGRLiWROAJ).GRUENVLLUSC29607
PH -(864) -97-30-7 - FAX: (864) -97'5-87
US HWY 601 & WHITE STORE ROAD %'WW.GP-4YENGllVEERWG.00M
CITY OF MONROE, NC SC COA.0 C000bo NC COAs G1117 GA C.0— COA.' —..,g•

54650 D
o o MH Cl & 134
546.5
\\
TOP: 54294'
IE (IN): 528.02'
549.38
549.4
j
552.81
r
552.8
I
`
556.12
556.1
MH C2
�1
OP: 549.20'
IE (IN). 540.91')
IE (OUT):540.1
1
557.62
'
\
557.6
i
•,
1
558.74
1
,I
I
558.7
559.34
559.3.,
1
C31
TOP: 554.70'
559.48
IE (IN): 548.90'
559.5
E (OUT?:548.70
II
1
1
m
x
N
i
560.13
Z
i
1 m
560.98
561.0
1 p
562.72
m
562.7
O
1
0
1 >
q
m
1
564.25
564.2
'
664.68
I
I
1
1
564.8
:
1
\
564.78
'
564.8
!
!
I
I
II
MH C�
565.50
-
IE IN).SSS11'
565.5
IL kou I): 554.91
1
(
1
566.00
566.0
[1672 emiq
566.9
44.4 J
N
g
N
o
N N
S g
N
a
TOP• se Go O
IE (OUT�:557.00'
2
GO y
A m
1 0 (D
DVDDrA
r r
�rm Z
m
�i 0
0
UTILITY PLAN - SEWER PROFILE
GAMY
d 2 p?0 „L
COTTAGE GREEN
e� ENGINEERING CONSULTA1V75
SUBDIVISION d� i3sPILGRWROAD•GREENVILLE,SC29607
PH: (864) s9/-3"7 • FAX: (864) s97'V87
US HWY 601 & WHITE STORE ROAD WWW.GRAYENGINEERING.COM
CITY OF MONROE, NC WC.OA.,Coo .NCC.0A.'G"17 '"COA.*PfiFo IW'MCOA.Sop 9-
I A lml1 i&IO 11MUEOTO Ott OF MONROE FOR REVIEW&COMMENII

PAVEMENT SCHEDULEM
0 1 In IIT, COC. SLRFICE COURSE. TYPE IF 9.3^1
m6AMT. F11C 10amC RSE, TYPE 11901
!pCWE=�TYPE 3MORei CADMfW SAWCGRSE
eft
0 R LEY VALS GUTTER
m 4 h CONCR TE SOEVALKA 5 It WUTH
WAVEIOIT STRUCTURE FOI RESIDENTIAL STREETS VRH
LESS THAN 4,005 VEHICLES PER DAY.
NOTES
L UTILITY UrATTOS SINN GITHER TNAK
AOE S CAGE) ARE FUt UTDIT23 aw E1
Alm l7 E'ERRITEO 1Y TLE CRY
or "maw
It DEPTHS SWdN ARE KNKM 10"FIIs
OF BURY
3. STRUT LIGHTS VOL X Ill of SIDE
OF ROD DEPOmOC. a SIDIDIVC®I LAYWT
REVISIONS
RESIDENTIAL STREET WITH
STREET TREES
FOR 50'RIW
(1 of 2)
CITY OF MONROE
�
Imp: IAAk-DewA.Dft&AA®WDw1M
NO. DATE DISICRKnTON
( .zoo, WAS OSDHm
DRAWNTSY: LVd
nwra 0/m471
: vma MOD@®HOIH I'lPDYAVB
CUCTCFD BY: JNL
WALE: N.T.S.
nnA.ma
ENGINEERING DEPARTMENT
DETAIL 02.01.03A
REVISIONS
RESIDENTIAL STREET WITH
STREET TREES
FOR 50'RIW,• PLAN VIEW
(2 0121
CITY OF MONROE
eaOx�DYr�
nB.e: InK+a-DmarDeuB a,r,Do.vD�sB.
No. DAIO DHSCR�RON
WA. W. 14
",c ""`" "
wlwvm BY: ]M[ DATt 0407-01
clmcxm BY: nu SCRIP: N.T.S.
��,,
ENGINEERAG DEPARTMENT
DETAIL 02.01.033
Y:
(=
F-
W
f¢ W
W
3
w o
v
�Fm
wLl
a
y.
...
C3 w
y
'
z rr,
?.ice, I.
n i
Fn
,;.
W W
f:.
at
a l7 _j
M 13
¢ 2
N•
2 D
L'1
W
: 7...:
U d
TAS
..
..
Ord
;, - `'.�y
mm7
Z
y Z
Ss
ss'
~AM
ma
W
'.e
Q a
y;
D
w
r
PAVEMENT' .: '
z
:`
i
m
':
L,
z
REVISIONS
RESIDENTIAL STREET WITH
STREET TREES
FOR 50'RIW,• PLAN VIEW
(2 0121
CITY OF MONROE
eaOx�DYr�
nB.e: InK+a-DmarDeuB a,r,Do.vD�sB.
No. DAIO DHSCR�RON
WA. W. 14
",c ""`" "
wlwvm BY: ]M[ DATt 0407-01
clmcxm BY: nu SCRIP: N.T.S.
��,,
ENGINEERAG DEPARTMENT
DETAIL 02.01.033
tAY
THE SUBGRADE AND STONE BASE COMPACTION REQUIREMENTS: n..snu snnc
IN PAVED AREAS SHALL BE PROOF -
ROLLED WITH A LOADED DUMP TRUCK A.pu..w (A) BZx MAX. SPEC. GRAVITY (AASHTO T209) 1. NDleawE aDwr I• D¢r wlm 1(D• srm alNl IK IEM1Km
I' M COMCPtTE SOEWNIt W . WIpNYS OME 1/]'
In' ssmus OR SIMILAR PNEUMATIC TIRED VEHICLE (A) Coone [ljpe 9F 93A E%PM6ElM JPNI A,LL BE RWAm AT y' IMIFMwS� ro
•.,I W1 TH A LOADED WEIGHT OF AT LEAST 20 111 (B) 92X MAX SPEC. GRAVITY (AASHTO T209)
i� I 1/If IYDXIS11Ep..R➢ 4Ta,C M SOD/NIf J016 Alli IODro aINCiMC
Jj I TONS. ANY UDEN nFIED UNSTABLE AREAS
SHALL BE REPAIRED BEFORE PLACEMENT (C) 1008 MAX. DRY DENSITY (AASHTO T180) z aD[wK AT Dsx.sua slnswas m s s• Tlsac
♦•� OF THE NEXT SUCCESSIVE UFT.
'• (D) TDO% MAX. DRY DENSITY (AASHTO T99) •' x Wmn, oT xEM soETwX DK Au sTs¢rs avu IE A Kweue a 5.
AREAS THAT RUT OR PUMP SHALL BE `, A apnNx TD IK musm TO t>rD OF wnus Ar xlmsscllxD
1 s• sspus UNDERCUT TO STABLE SOILS OR AN I.rROADBED BELOW (D) SHALL BE
EVALUATION MADE BY THE DEVELOPER'S (B) 2.511 PROOF -ROLLED AND UNSTABLE x Darrv[tc DDlss[ssn2 rlsEMcm swu IE xpo aa. x m urs
Cay.c (Type 11S O) GROOVE JOM IN SIDEWAIX
-•^ ENGINEER OR WAUFIED GEOTECHNICAL AREAS REMOVED BEFORE PLACEMENT
_A FIRM TO DETERMINE IF SOME OTHER OF FILL ROADWAY EMBANKMENT MATERIAL n ln' Dmc wxslwnlox, M mslsrcla swu Y sEaiN91.J:
.;.... Ne
w kJ16IND SIDEMNIf. CpiN.TK aIBTADE NiD RFPIKND
STANDARD Y-6" CURB AND GUTTER METHOD OF SUBGRADE STABILIZATION '. •• - SHALL BE COMPACTED TO A DENSITY OF sllK TRE MPRap6llE twclDAss,
7'-0' VALLEY IS APPROPRIATE. -'?'' •): "� AT LEAST 95% OF THE MAX DRY DENSITY
(AASHTO T99) EXCEPT FOR THE FINAL 12• T'
APPROVED METHODS OF STABILIZATION AS DEFINED BY (D) I/.• IVaus m A CuelG COWD{ND KfliRNE R REgARED aK ALL ml,CxllE oDAiIAUCnpK.
SHALL INCLUDE LIME STABILIZATION OF HIGH 0 R. K+ BOfNk1t To wort Ileo BADDKm r.ssx. <sm sEr'Dpl aznT.m xDIE /D,7
PLASTICITY CLAYS OR EXCESSIVELY WET SOILS. PROPER EVALUATION OF SOILS WITHIN
THE USE OF GEOSYNTHETIC OR GEOGRID cm P-1 A DEVELOPMENT IS RECOMMENDED TO yr TD l4•
=� MATERIAL, OR OTHER STABILIZATION METHODS (C)
BY THE ENGINEERING DIRECTOR. A--8"* DETERMINE IF THE MINIMUM REOUIRD
+h' sADUS AS APPROVED Com' PAVEMENT STRUCTURE IS ACCEPTABLE
FOR THE SENT TR 1 LOW-VOLUME R DU TION OIN ANDUSES
STRUCTURE
I 1 / EJVAIIaDM JDar (sva TD �uAE wAnRDa,r)
/
PAVEMENT STRUCTURE 5 FOR LOW WITH C E C E L I =•
RESIDENTIAL ROADWAYS, ROADWAYS WITH WILL BE ALL THE PURSUANT TO CBR
TRAFFIC GREATER THAN 4,000 VEHICLES TESTING OF THE SOILS AND SUBMITTED
1 '(• PER DAY (VPD) REOURE A PAVEMENT DESIGN. III—III—III PAVEMENT DESIGN, BUT IN NO CASE •I AT.,r °�
• 1WLL A PAVEMENT STRUCTURE LESS ' < ssorosm ase A amEn
EXPOSED LAYERS OF 119.03 MUST BE PAVED _ _ THAN 8' OF COMPACTED AGGREGATE -
2'0' MOUNTABLE CURB ....-- ..' WITHLAYER 'A' OR SEALED IN ACCORDANCE BASE COURSE (OR 4' ASPHALT BASE TRAN�ERSE IXPANSION MKPO.FD r meaEK SKEWVA
_ WITH SECTION 660 OF THE NCDOT STANDARD C—p—d COURSE, TYPE B 25.08) AND 1.5• ASPHALT
SPECIFICATIONS FOR ROADS AND STRUCTURES. (D) Subg.de 12" SURFACE COURSE, TYPE S 9.5A BE JOINT IN SIDEWALK DET_ AIIS SHOWING EXPANSION JOINTS
STANDARD 2'-0- CURB AND ITTCR ACCEPTED.
IN CONCRETE SIDEWALK
—III— I —I • 4. OF ASPHALT BASE, TYPE B 25.OB, MAY
BE USED IN LIEU OF LAYER 'C.•
APPROVED OTE
APPROVED OTE ssr,aons
.evmrA,. #HM72M.
RESMENTTALSTREET CTTYOFMONROE a�„v;,,n „ D�D•nm, M-21TY...
FMOAWOECURB ANO GUTTER CTIYOFMONROE �` o fG PAVEMENTSTRCONCRETE SIDEWALKSeNcm'eA2tDYCDErix7D®rr DETAH 02.01.13 YCDereeremvr DETAIL 02.03.01
.011'saxTWCD)sreRTD�Av
ry D
om
y "NV U
V V�U
U
w �4
0
im
yaQ°N°cl1A Wj i � i f
p?FESS/G �s gwd
�aga
.O F1'GINEEP Jyc RD
�9naJ. cRPE key°
pl/II/IIIIIIIINI� log
¢
'(wpm
a§3€
Qi
z a�
W z oz
A �
03 Ch U] p a
zen
W �(
t-4
�o
a 0 C/1
U �

APPROVED DATE
nmm TRUNCATED DOMES CTTY OFMONROE
P®`R. °V,' ',�
01 LANANOCRSOS-SECTION '�""" �"�
(5 of 5) 1 fGR/ EtZDEPARi. DETAIL 02.05.04
ALIRAMP6aK.LLE�TWGKSKN,MIN.
2 D,m6aWA,,,w,DT,�A,�G�XEKaAArIDNYAftY.�TM�6TGDXFaftNrorftAEr:KDEaGN6T„�AftD6.
4 NaRM cwlatu GEn,:RAi mATUR ,x+1.0 REaurrFa TUTAu mAET alias Ewc consTmlcrEO oft ACANS11hIGf®FDREIANTENVICE
s, rRAFFc ortFUMlna, REPAIRS, wPAECiION aF uRr4s a1 AiTEF®FOR Am ftEAsarv.t rEft sEPrEUER,.,>n swu
P,mVL`E WNEEIbNIft RAMPS FOR TILE PMBICNLY OIYMF AT ALL NTlREECTa9WAFE BOTIwIE ANDGUTTERH:O SOEWAYtS ATE
P0.0V�EU A•O AT DHFR POIN@ DF PEDESTPIYI FLOW. IN AOMION, aEGTpN J35 aF TIE 161J FEDERAL M NIOIwAY YFFFY ACT REIXNPES
PRwwoN OFcuw RAwsoN AXr wRs collsrTL�c rON APRRJULY �. �sre wN[rTERA aEx-WALK is moPosEo inrrvur oft snwNnm roR
A FIRVE OAT¢. TIE AMERIClM wTTN D,eaeurEe AOr(Aav Ts,SNEATEIosTO IXwdIa!ALs warn DaAauT,Es. cwBRENEcrvE
weNra PATEerloru asawe ro TTpsE PRoveEo ro PE,wOW aN T11E vas of weE, SEK ruralw owGw.wD RaKaonUNOER T1E eM1i
RK:NTaAGTGP,�. TNEaEwR.XAaP6NA�EEEND�K�DroGD,pL.W�NT„LEaDF„EAaE�,FwI6E.TEGTrE �AN,>w,Y�,6�
.. wlmcluw RANPs sNAu E PROVUED AT Lounoxs A9 aIOVRI aN THE NANe on AS DrEOrED m THE ENWE6t wNEELGMN RA1P6 auu
LnuTID AS wEcrID m TIE ENWnEER SWEIE El0.4TNG LIGIrt PIXF4 FNE nYDF,AXI$ DROP Nt£IS, ElG ARECf PVOEMFNr wfETE
Two Rwcs ARE NSrALLEo Nm 1E88 THAN t FEFTOF FUL IEJ9if cUw SHALL E PV®elrwEET� n1E Hwa DINL RHIPa SNouD E
�AD�A6NE�PERPE,�AAFLro„ETRAYEE��IEIE,NG[�aEOAaPaaaaE.
S 110 eLOrt ON TIE WHEELOIWR RA1P SWIl EKGEFD 1'M' (121) IX RE,ATIONYW TD TME GRADE 6111E 6TTE£T.
a. THE,WDM 6TH! wH!lLGNAw RAST aNAt1E 1S PTOR cIEATlR FDn wu RAw6 Alo ev Irr) oR aEArSm rorl DIA06ML RALP6.
,. A,?,JIPAFI610X,DNT wxL E Eaasm wNaE TE GDNCRlT! wlmcFun MMP,DNS TE CLSw.
NE NaOE PEDE6rRW1 CwDESWALK LNE881WLL E ET NO CIDERN TTE NrFR6ECTION 111/JI NQAD E ES1AaAHED m 86EOTt1G TIE
INTEASEOT%N RApI, WFM ALLavAN66 A.'QFAR t61E N TIE VENIDLLM TMYELWAY JWIEX ONE ft1YP a NSTALLFD. pEE MOrE l]I
s. TIE arm arANO T,E F1]JESIRAN GR068AIALK I ra aluu E coonoruTEo 6o TFE FLooR a TTE w,fELOWR wAr ATu Fnu wrtHN
THE PEasraw alOsswxRLSNEa. a"Ool1u RATM6 wIM FLAREn eoE6 sHsu EPUJCEo so z.•6FLU HEIcIFr aiw FALu wrMIN ME
cRaswAMc suwaNee oX EIISI aoE 6 TTE FLViEi
ID. TIE LwaA•s1 Wmn 6 TnE lEalsrraw caosswrix SXAU E S TEST. A rnosswAixxTOm DE,o FEET aR arEATET S ­
I,, aTGP LAF3. XORMAur PERP[XOK;uLARro Tn[ LArE LtE6, awu E UEn wHETE R a IwoRrANr TOR TIE PONT EnIND wNIcn
vEHIDLes AA rEwwEo To sr6ln coNvurulcE w,M A TMFFC aNrut_ sr6 aK;r1 w DYER LEG1a —U REOUIRET:ENl
ACCESSIBILITY RAMP . AAUNLsuAL APPRO.�'N
srr:w w,r REwwE THE PLA�MENr 6 TIE sr6 LIE ro E PARAUEL To TIE INTERSEcrNc ROAOwAv.
ti PAPoOXG SMN.I SE ELIMHAIEDAMNIMLM OFMFEEFSAOK6 f4OEe1WW OW66WAl1t
IJ. P MARKNGS BHALLEIN ACNIeHNOE WTH TIE IAReflOfTlp16 TIl MNHUK 6U11rcOfM TRAtPIG CONMa DEVKLB
ryIRfA) %.BLIfiHED m ME FEDERAL NEimmAY AW NI6rMTNJN AND THE NORM G1AxlNABUPREMENT TOTNE 11VrGD.
I.. Au wHEELGH.UR RAsys slue HA.4 TRU"ATED oafs In AcsxrnowcE wDn D[rNL Dzma1.
C/TYOFMONROE=
(4 of 5) 1��
aNcn+etDtutcDRrunl®vr I DETAII. 02.05.03
rTP ALLPIAtL[ L1'N19NS
IIMpML NM MSIUWK [S
� PRwa® �D minul°1�..uT t[a
ro nAnaNm wio,stT:Tm1s1
ACCESS/BILITYRAMP I CITY OFMONROE
(3 of 5)
DETAIL 1% 02.
�I s wn
If
Av-
r
lit 1Rr r0 a® ,cD "Aw I v wnm Iro' RMnS (Trr4:AL)
�•_ Sd rA•-y-rd-y--r.•-max•.• �p vaaaw
�7id1$I`
.” vE.-PARW
FA z v Yd
RFLTON�Nr
cart r ,/a•/FT
s sws TRAN4YFRSE E]�ANSION .gINT PIAN NEW
sew.0 w Fa Fm, ,. oaDwrnaN .u.m
—-T ,o-Faor sly , FDR Wear aFr myrr-
vo Fa ms .®x r sTw ss w Em I • • " A ,siwr sPscNc wr E usED wvl A wo�c a uwn. +as[r araero wr E nT[Rm
1-Vt _ m ra EF1aIEDl ro PAVENr ulDanrRdLID wawc. 7'-
x mnlRrc,loN uxDs wr E INsrslm m TX[ ta! 6 iOgAT[S a1 FDa1m m oREJ, IwPftom Nmuos. „ ,� . '. r 1 � . � . � Ts ,� -(
-is":;'.��...�.""�•'-: �.s: %%� x:'. '..,/.•n7Aa..s ewEA sua AaNrs AIE Xar rDwm m TwuTo. A MweaN avM v I ,/x• awl � omun[D. t t5 � I t
. � ,..:.. �� ea r -r x wl ElPMOad uo.m swu sE 9oX® AT b FODf NrONNs, Itm AOMc Nr ro Au Rc D oaErrs. L 1 �t_.�=.L...11 L � J
ww... W .lir W.sf ,awls aI1w1 wTDN LauTKws eTM JDrm w AwmwD acewlLn. —� • Y� t s' -T--1 .- a'd—:
.. mxeET[ DalleEa.9L4 sTRnwaN sNNl E JmD w. w to ors
V---a•d •-a�,'-a ,K � ww-Dsaaw uuR Fw.. n..s s aEs svu E Dwasm ro saT ru arcs[A .rv, swlwms Ar INrEaTrnaa ro nm.,oE
s -]T FIXI rv,uE ACC6Sa1E RAws rc awPs AA Nor PrRr a PwuEcr. SECTION A -A SEMI[]N B -R QCTIDN G -C
imicaL RAMP E SECT W w s N w WTMG sms 6 W ,Y 6 s ea OE E E M E t As Rm P TG ANLL 9[ CpP C FD ro loos S A Md PPOCfOR DpaO .
-. _. T. TIE susswcE s.ui A PRDOF RDum PRIOR ro nA�nc roRMs
Na�
,. TswmlDx s Nm TD E Ix tm wnsF rrt aaw R,mss.
APPROVED DATE APPROVED DATE
ACCESS/BILITYRAMP CITYOFMONROE 'w CITY OF _";-y°ei„`�,n` ,a D. �o•ITDN CURBTRANS(T/ON C[TYOFMONROE `6;.,E';A'g "�
,"-0" VA '�®'" m'�"' D�mm..6. r..T�X.T� CURBANDGUTTER ,o,a„m m� : a r�
2'6" CURB AND GUTTER
(1 oj5) ENGLhrEFB VGDePARTAffM DETAM 02.05.016 (3 of
3) ENG➢VEERpyCDEPAR771E81VP DETAIL 02.02.03 YALLEYCtUTTER rn'cRVRERarcDsreRnvdvr DETAM 02.02.04
01, A IRol
2 pp4 F,5 Srp �
c om4O g
�Oy F1'CIN�Ee a`O€
Q
O
b;
a OR
z a�
W Z E.
V) co P"z
W
om4
C+
o
d
0yI
a E-1 v] ooF
U
.'7
Yd EE DIWEa wm w]01 ar ISSIrcI
TRUNCATED DOME PLAN_ VIEW
TRUNCATED DOME SPACING
srAMslm a,st E aF TA rnol os Nar m[ wm .1DIImW Fsa NNwRscr,sels a4,awaa
i �wo�D[T[cr]su snsss ssA SnF11 E . wlsss a .FEET Nm vwT KTN wDN a r.
OEIEYTALL iNNW 0010 11111 �RYRD ON � ]q W[ film X M M�WMIr ORLfRI 6
e. OEOrFCfA4L WNMC OAA aWl E Ddp1fD ELY4 R0. CR SNEIY YG1pl.
user. PAWA sxNl E s' T1.Oc MO aar FRw�tm�a rN ms.TsrE
s r Nas na roi[Eu n Ems swA E msun ro Oawurt Ts
OY
TR IN .ATED DOM 5ECTION
APPROVED DATE
nmm TRUNCATED DOMES CTTY OFMONROE
P®`R. °V,' ',�
01 LANANOCRSOS-SECTION '�""" �"�
(5 of 5) 1 fGR/ EtZDEPARi. DETAIL 02.05.04
ALIRAMP6aK.LLE�TWGKSKN,MIN.
2 D,m6aWA,,,w,DT,�A,�G�XEKaAArIDNYAftY.�TM�6TGDXFaftNrorftAEr:KDEaGN6T„�AftD6.
4 NaRM cwlatu GEn,:RAi mATUR ,x+1.0 REaurrFa TUTAu mAET alias Ewc consTmlcrEO oft ACANS11hIGf®FDREIANTENVICE
s, rRAFFc ortFUMlna, REPAIRS, wPAECiION aF uRr4s a1 AiTEF®FOR Am ftEAsarv.t rEft sEPrEUER,.,>n swu
P,mVL`E WNEEIbNIft RAMPS FOR TILE PMBICNLY OIYMF AT ALL NTlREECTa9WAFE BOTIwIE ANDGUTTERH:O SOEWAYtS ATE
P0.0V�EU A•O AT DHFR POIN@ DF PEDESTPIYI FLOW. IN AOMION, aEGTpN J35 aF TIE 161J FEDERAL M NIOIwAY YFFFY ACT REIXNPES
PRwwoN OFcuw RAwsoN AXr wRs collsrTL�c rON APRRJULY �. �sre wN[rTERA aEx-WALK is moPosEo inrrvur oft snwNnm roR
A FIRVE OAT¢. TIE AMERIClM wTTN D,eaeurEe AOr(Aav Ts,SNEATEIosTO IXwdIa!ALs warn DaAauT,Es. cwBRENEcrvE
weNra PATEerloru asawe ro TTpsE PRoveEo ro PE,wOW aN T11E vas of weE, SEK ruralw owGw.wD RaKaonUNOER T1E eM1i
RK:NTaAGTGP,�. TNEaEwR.XAaP6NA�EEEND�K�DroGD,pL.W�NT„LEaDF„EAaE�,FwI6E.TEGTrE �AN,>w,Y�,6�
.. wlmcluw RANPs sNAu E PROVUED AT Lounoxs A9 aIOVRI aN THE NANe on AS DrEOrED m THE ENWE6t wNEELGMN RA1P6 auu
LnuTID AS wEcrID m TIE ENWnEER SWEIE El0.4TNG LIGIrt PIXF4 FNE nYDF,AXI$ DROP Nt£IS, ElG ARECf PVOEMFNr wfETE
Two Rwcs ARE NSrALLEo Nm 1E88 THAN t FEFTOF FUL IEJ9if cUw SHALL E PV®elrwEET� n1E Hwa DINL RHIPa SNouD E
�AD�A6NE�PERPE,�AAFLro„ETRAYEE��IEIE,NG[�aEOAaPaaaaE.
S 110 eLOrt ON TIE WHEELOIWR RA1P SWIl EKGEFD 1'M' (121) IX RE,ATIONYW TD TME GRADE 6111E 6TTE£T.
a. THE,WDM 6TH! wH!lLGNAw RAST aNAt1E 1S PTOR cIEATlR FDn wu RAw6 Alo ev Irr) oR aEArSm rorl DIA06ML RALP6.
,. A,?,JIPAFI610X,DNT wxL E Eaasm wNaE TE GDNCRlT! wlmcFun MMP,DNS TE CLSw.
NE NaOE PEDE6rRW1 CwDESWALK LNE881WLL E ET NO CIDERN TTE NrFR6ECTION 111/JI NQAD E ES1AaAHED m 86EOTt1G TIE
INTEASEOT%N RApI, WFM ALLavAN66 A.'QFAR t61E N TIE VENIDLLM TMYELWAY JWIEX ONE ft1YP a NSTALLFD. pEE MOrE l]I
s. TIE arm arANO T,E F1]JESIRAN GR068AIALK I ra aluu E coonoruTEo 6o TFE FLooR a TTE w,fELOWR wAr ATu Fnu wrtHN
THE PEasraw alOsswxRLSNEa. a"Ool1u RATM6 wIM FLAREn eoE6 sHsu EPUJCEo so z.•6FLU HEIcIFr aiw FALu wrMIN ME
cRaswAMc suwaNee oX EIISI aoE 6 TTE FLViEi
ID. TIE LwaA•s1 Wmn 6 TnE lEalsrraw caosswrix SXAU E S TEST. A rnosswAixxTOm DE,o FEET aR arEATET S ­
I,, aTGP LAF3. XORMAur PERP[XOK;uLARro Tn[ LArE LtE6, awu E UEn wHETE R a IwoRrANr TOR TIE PONT EnIND wNIcn
vEHIDLes AA rEwwEo To sr6ln coNvurulcE w,M A TMFFC aNrut_ sr6 aK;r1 w DYER LEG1a —U REOUIRET:ENl
ACCESSIBILITY RAMP . AAUNLsuAL APPRO.�'N
srr:w w,r REwwE THE PLA�MENr 6 TIE sr6 LIE ro E PARAUEL To TIE INTERSEcrNc ROAOwAv.
ti PAPoOXG SMN.I SE ELIMHAIEDAMNIMLM OFMFEEFSAOK6 f4OEe1WW OW66WAl1t
IJ. P MARKNGS BHALLEIN ACNIeHNOE WTH TIE IAReflOfTlp16 TIl MNHUK 6U11rcOfM TRAtPIG CONMa DEVKLB
ryIRfA) %.BLIfiHED m ME FEDERAL NEimmAY AW NI6rMTNJN AND THE NORM G1AxlNABUPREMENT TOTNE 11VrGD.
I.. Au wHEELGH.UR RAsys slue HA.4 TRU"ATED oafs In AcsxrnowcE wDn D[rNL Dzma1.
C/TYOFMONROE=
(4 of 5) 1��
aNcn+etDtutcDRrunl®vr I DETAII. 02.05.03
rTP ALLPIAtL[ L1'N19NS
IIMpML NM MSIUWK [S
� PRwa® �D minul°1�..uT t[a
ro nAnaNm wio,stT:Tm1s1
ACCESS/BILITYRAMP I CITY OFMONROE
(3 of 5)
DETAIL 1% 02.
�I s wn
If
Av-
r
lit 1Rr r0 a® ,cD "Aw I v wnm Iro' RMnS (Trr4:AL)
�•_ Sd rA•-y-rd-y--r.•-max•.• �p vaaaw
�7id1$I`
.” vE.-PARW
FA z v Yd
RFLTON�Nr
cart r ,/a•/FT
s sws TRAN4YFRSE E]�ANSION .gINT PIAN NEW
sew.0 w Fa Fm, ,. oaDwrnaN .u.m
—-T ,o-Faor sly , FDR Wear aFr myrr-
vo Fa ms .®x r sTw ss w Em I • • " A ,siwr sPscNc wr E usED wvl A wo�c a uwn. +as[r araero wr E nT[Rm
1-Vt _ m ra EF1aIEDl ro PAVENr ulDanrRdLID wawc. 7'-
x mnlRrc,loN uxDs wr E INsrslm m TX[ ta! 6 iOgAT[S a1 FDa1m m oREJ, IwPftom Nmuos. „ ,� . '. r 1 � . � . � Ts ,� -(
-is":;'.��...�.""�•'-: �.s: %%� x:'. '..,/.•n7Aa..s ewEA sua AaNrs AIE Xar rDwm m TwuTo. A MweaN avM v I ,/x• awl � omun[D. t t5 � I t
. � ,..:.. �� ea r -r x wl ElPMOad uo.m swu sE 9oX® AT b FODf NrONNs, Itm AOMc Nr ro Au Rc D oaErrs. L 1 �t_.�=.L...11 L � J
ww... W .lir W.sf ,awls aI1w1 wTDN LauTKws eTM JDrm w AwmwD acewlLn. —� • Y� t s' -T--1 .- a'd—:
.. mxeET[ DalleEa.9L4 sTRnwaN sNNl E JmD w. w to ors
V---a•d •-a�,'-a ,K � ww-Dsaaw uuR Fw.. n..s s aEs svu E Dwasm ro saT ru arcs[A .rv, swlwms Ar INrEaTrnaa ro nm.,oE
s -]T FIXI rv,uE ACC6Sa1E RAws rc awPs AA Nor PrRr a PwuEcr. SECTION A -A SEMI[]N B -R QCTIDN G -C
imicaL RAMP E SECT W w s N w WTMG sms 6 W ,Y 6 s ea OE E E M E t As Rm P TG ANLL 9[ CpP C FD ro loos S A Md PPOCfOR DpaO .
-. _. T. TIE susswcE s.ui A PRDOF RDum PRIOR ro nA�nc roRMs
Na�
,. TswmlDx s Nm TD E Ix tm wnsF rrt aaw R,mss.
APPROVED DATE APPROVED DATE
ACCESS/BILITYRAMP CITYOFMONROE 'w CITY OF _";-y°ei„`�,n` ,a D. �o•ITDN CURBTRANS(T/ON C[TYOFMONROE `6;.,E';A'g "�
,"-0" VA '�®'" m'�"' D�mm..6. r..T�X.T� CURBANDGUTTER ,o,a„m m� : a r�
2'6" CURB AND GUTTER
(1 oj5) ENGLhrEFB VGDePARTAffM DETAM 02.05.016 (3 of
3) ENG➢VEERpyCDEPAR771E81VP DETAIL 02.02.03 YALLEYCtUTTER rn'cRVRERarcDsreRnvdvr DETAM 02.02.04
01, A IRol
2 pp4 F,5 Srp �
c om4O g
�Oy F1'CIN�Ee a`O€
Q
O
b;
a OR
z a�
W Z E.
V) co P"z
W
om4
C+
o
d
0yI
a E-1 v] ooF
U
.'7

NOTE. INTERSECTION With
4 INCH FRENCH "DRAIN REDUIRED - \ �R/V INTERSECTION With CURB alld GUTTER
2 FOOT MIN BEIQRR L1JRILINE \\// SIDEWV. CURB, and GUTTER NOTES.
FOL Full ED ISLAND
IAT 1. I PERMIT MUST BE OBTAINED
Y.
ALL PLANTED ISLANDS. TIE TO SIReSf KMall PRIDE TO CUTTING A ROADWAY.
CLOSEST DRAINAGE STRUCTURE NtTH OPTIONAL PLANTED ISLAND
saraw F0.LOVtNG PERMIT APPROVAL ALL
INC0. DITCH LINE WITH SOLID 4 ti
ULO PIPE AAS STRUCTIRECTED O) \ RtnE aWa fw+J. eE MIaRrAVFn w PI�KAtr {' plOq A/'4 PAVEMENT SHALL BE SAV CUT OR
BY ENGINEER. I
11 ITT 1 aVIENt nE mr Ir nlaei aw.L rm E L1N • OaIIG 2. 5-9.5 ASPHALT JACK -HAMMERED,
,C9U6alE fA AM M.AIa1Me OA NMrtOeYIC£
0. TIONAL PLANTED R={ ' S10P 9iN
NwyEY a R a R. BACKFILL OF OPEN CUTS
I c
IIMm BE PLACED N LAYERS NOT
EXCEEDING 6 INCHES AND
nOp rKM 'TYPE 823.0 BASE' THOROUGHLY TANPED (EACH
SUCCESSIVE LATER),
/ BACK 0. C VALLEY CURB N/w �(ny- IV a 3. ALL MATERIAL FROM BOTTOM OF
LUT TO WITHIN 12 INCHES OF
R-3�/ _ FACE 6 t' VALLEY CURB � COMPACTED FILL , : SUBGRADE SHALL A 95X MAXIMUM
R45• B a DENSITY STANDAR" PROCTOR.
Vw
THE MAX. LENGTH 0.A ` 17RP 4. ALL MATERIAL WITHIN 12 INCHES
CUL-DE-SAC IS 1200 FEET _ Y PPE O.D. PROCTOR.
OF SUBGRADE SHALL BE 100%NAXiMUM DENSITY OF STANDARD
YATHOLIT PLANTED ISLAND INTERSECTION with 5. PAVEMENT REPAIRS SHALL BE
1 DITCHES, and NO CURB and GUTTER COMPLETED VITHIN a 24 HOUR
PERIOD OR SAME DAY IF RAIN IS
IMMINENT.
i r NOTE: PAVEMENT REPAIR OF UTIIITY CUTS
THE DEVELOPER IS REQUIRED TO
CONTACT THE CITY (IFMONROE ENGINEERING
DEPARTMENT FOR SIGN INSTALLATION IN
1//4'/FT W 5'lNfE1 wINaK ACCORDANCE WITH SECTION 02.02.07. d)
-REFER TO DETAIL02AL1]
/ FUR ASHPALT TYPE
/ BACK 0.2' VALLEY CURB a/W7 �MN
R=35 1 q
wn oesomm CT�IYOFMO�OE �aw�N.auMeA. wn.eRal 3
oAT. Y CITY OFMONROE „"I1""d° PAYEAfENTREPAIR CITYOFMONROE �N%na a
RESIDENTLILCULD&SfC .:,, .,,Mr. STREETNAAMSIGNRVSTALL47TON gym, �" •* a"RaO"R �� I
sncnvssRTNcDEPAR7AEIDYF DETAII 02.01.08 LOCATTONS o®p �9 .0 .12 OFUTff=CM ENOABSRAOD�AR7ABNT DETAII 02.06.01
RA'cDvaBRTNGDePAR7BARNr DETAIL 02.01.12
a
p q w
lY �
w h4
L
q �
K
O
U
Y
n
SD oFESSp� g���
��y F'i"GINEEp �9� taS�
5�'P��J.GRPFF P� ��ffiI
MI/IeIIn IeN\P�
3 B>
y
gwi
O
Qi
W
W z opi
z
Ez
x w PC,
e Hai �c
Fe+ p
z E-1 V1 ro�
U
N7
DRIVEWAY
�. •�SY.� ,Ai
•
.... tr .n
_.
•• ,~ ~ �•
� •. ♦ .. y.. . -� :Y • ..
•h!�':):}'�'s.�..:•�•A `'N ': A'j•:r
•:'
10' % M' ANO ]e' % $ PONTTeAN0.A 91ALL 9E PlmYlm
A Y/JN E111RNICE
ETMG=A691®I 9 IICa1NE AOM AN
I POM wl
E'CIFD 10 E]OS1NC MYD M
ACCmOAT. M OKY OeEMBW SINLLEIK A1RD fRON
rrittr>�a a nK na wart-ar-NAY IArt3
,_
`,f,;: ,'.i
. .•�:: .w.IN :SIDEWALK
Ar
EPoNT
V
LoxannrlAur want OIE RKNr-a-NAr acts
.:./.
AT do Rx' nous
z % ss• slwr raAxars sNAu RR RMONom a Au Nana a
mreolNswx NIrE)s M IA
TMGmoANa ncsE NEAs%Nn mm 5 $
L. ^ '• " a i .:
10' MIN
sEE sro no :GA
SEE 510. N0. O2 0
1—a+ —
LOMaOANALLT AIDNG iTMKlfi NNNT-OE AY _-OF-NAY nNfS
' .1,
Rpf 14 E OETIL fOR N E O L2.0
m
1 NO TAFE; PWlI; 9Allw OVER Ye' MW IN Bali TRIAN4F,
YGSINFD fROM ME MYfENT EDGE a VA1c1EUT
VALLEY GUTTER
Y -R 11elfY aKiE11 -
(A) (B)
CATCH
BASIN
SIE¢ Nam (wcH
\ono. sdT "N n/A
e
b�EXINial aR
EaP
STREET
wrt sal°Fim
2—
Nti
NOTE, FAILURE TO MAINTAIN PROPER CLEARANCE TO
BASINS MAY REQUIRE CONVERSION TO DROP INLET
STRUCTURE AND ADDITIONAL STRUCTURE TO OFFSET
ffi[E:
LOSS IN FLOW CAPACITY. ALL COSTS ASSOCIATEDwxoa
Y -a• cam AN)cLrt1m Is uRB,
WY BE IaL' lED AT fK0
TO CONVERT THE STRUCTURE AND ADD AN ADDITIONALTCN��BAvs
STRUCTURE, IF REQUIRED, SHALL BE BORNE BY THE
E NAOAIs AT INNASEcIwN wr vuer.
BUILDING CONTRACTOR/PROPERTY OWNER.
APPROVED DATE
APPROVED DATE
DRIVEIVAYPLACEMENT
INRELATION TOSTORM
CTIYOFMONROE �0'u
.r: Na ruA:Nra
area
GITCHBASINPLACEMENT
CU OFMONROE W.M � nom...
SIGHTTRI4 1 3'
fag nw m+ti+n—b+
CITY OFMON�OEa,�,,,,�
Eruct Kra
DRAINCATCHBASIN
>sTcnvr�RnvcosP.unB®vT DETAII. 02.04,04
ATINTERSECTTON
e2.02 u1
�1N>si;Rwsn�AR�r DETAII. �.�•�
eNcrxRRRmcDePARTBa.Nr DETAM 02."1.10
a
p q w
lY �
w h4
L
q �
K
O
U
Y
n
SD oFESSp� g���
��y F'i"GINEEp �9� taS�
5�'P��J.GRPFF P� ��ffiI
MI/IeIIn IeN\P�
3 B>
y
gwi
O
Qi
W
W z opi
z
Ez
x w PC,
e Hai �c
Fe+ p
z E-1 V1 ro�
U
N7

W
A
�R tvy
v tz
C J x
.. 1-4
xRj r
�0
zt 8
M z tv
s'n
9�
C
Ali
0 7� zs
�a o
O �SS3�1 ar
1��mt '�n��en nmaa�
n
Rg
S
a
0
G
C
P
EO'w'i0 'IIv1aa .[ADDIfimldmaxu�cva�ava
au. u�va wNr aMMv.c m
N„a„�,,,,ol.,e..M,a� HOXNOWdO.{.LIJ
+SZi7LO Wxi'�9i2Td
,�
�uuw o
31Va a3AatlddV�$
FT
L97NldONQXJRr9
N3Wm
{O-10-00 J.
���90NNOWdO.LI/O
Eukm
•n e
�
l-c/�
,vl
�5-RbiI53S'
-3-NO035 l L
.
I®II I
.r/C ••
IOG JM
.e/1
.•K G-2
dO.LLlO
_
uw
H
.L/l r.l—I
rVl •-.l�
o 1- s
Lrrco l l
�'a T'J l onam uaaN o e
vw 3w sm N 3�M
tNolJrimO 'Nos'w LfulwGtN aw GIIEBwieO • '° GNuwaeO
383-3�d13
r.c of -s w 1-t of i .s -,s r.r .e•
-s .l -.
1-t R .l -,c . j-.• i y., .e -i 0-. .ec
�'
O
0
'
.0-.• r -,C R .l -,G a .e -F i .11-,L ,e -,Z 0-, pt
.L -t Ol-.1 eE 1-., [ .,-2 x .L -.L ,C -,i 9-.[ .Ct •�'
o
Owsow Van r3r uYm or >Nb Nm 'L A
. -t aro vo.NN . -
wsas avenue or. mUlaeo �r''y�
c
!
elnaeo
-awmmnMw w 3sMLfun smin ��
0
30W >w lux Mxm varwls •�-•L-0
s teNs ssEUanilu nm Naols Ni tau 3w 's I J •a �
aNmwem a cwc >o m >iau '. - 7.,'
i=1 3e TMS Se/le Tw Y
Lwd'SxmFIV®43SZ Y' .. E
.Vl (-/ajVi I of w�ia n Inlal
G
71�'
3
owe.. u"lv Nw mJ.0 .r.�s snw ®nol
_ _ w saw o3<nmo �3�rG RVV
' o -f aMNmi3L o am , Mia ma ir�'r. oc 21 na KK � T71Z
.El 3511 LY N Ni . -. TIN .L 35NaLY�nb i " HJfaB'OBMr 5
'a111N LV10 Ma1NaJ BMI f3 031 lhv lrilP G3 ]NLO S
MMS WNI LO IgIIOY 3Nl M11 .L -.l OwNir✓afq MS9 wyY�Yry '.
m Q3�YOIw TM6 wId30 M - C Le uw¢3JlN
OL O)m0 f A Ol ms/iOxn lei x�wloNs 3iu 2'
SVSGWIOJ rs'� OMC )o m 313aJMOJ TI Z X X
'XM�I A/C OW A/C r�.LIY 3 OTWs YwOr WLYOn
3
.Ll 3Nir
j-,1 � 71g6 �
L � �
4
Y}W tYq IgoUJ OMII 3D Nrl M marl ]Y pn "JpJ
conN 3LsowJ aru ,. ao roaw 3unMn 'muwa+ a "sM .aw oenm :
]luAl m ,x..a 3J01 w mvl 3e OL ION L1N .OYO llMalN1 f41i
SIIOHThI31.3S
� A
1 ,�,,�,
e -F b
• ,t
.V9 ONr AK Nt=u3e 3r aYl0r6 GIrGOr wOIOF Y
IUONA05 3NSS7bdbJ 'Ka OOeC 3a OL 3131bIPJ Tw Z 3dw '�
ZO'ZO f0 IIVSaa17 volf
rxvezardaa�Owasa (rdo rJ
taw :ery x+u __' _ MSi'HI%xrYJ UmYQNY.LS
Nw uw 30mNOWdO bL/J QOOHONYm-"D aF4Ymd Nosncau
a.aM�l 31Va MWHddV
�3dAT ��®du
�6-9-RbT1335 .,n -l1• � , - [ , � wn- L
I��yjII�I{.�• rte, � -I� `-` `r .Z/l
AN
—f +
•L,/l-xZ}1yIII � -vl-l1 L
a a Nams3s �� u- T ---------- ----
Aft
�I1 e
-------------------------------
_f a v
r10•ZO.40 mvdaa a.iwuaYdm!omrjmv-w7 (rdo1)
>r=w umo.0 NISYmH3IYJ QmYONYZS
wN,l wn wwvev "r"'m No mSn mod
�+•M.�wo�e arm HOYNOWdOdLIO OOOH aNYiLYm0 3iYYmd wou nuw aN
31Va a3AatlddV
A/G-• i
T HIM
a sum .a aw s 'a au am
_t/lK �,2/li 6YOIH � Z11M fl1Wl1W2M'le
aN •Lnel •l a3eouo 3NISi4f3
F�-Naa33s � �� • � �� s�-,�
W , f
b
• '"Lm 3mw
e
d jL
60•10'f0 'IIVL9a XOMI dmOOAVVYA�ON9
__""__Y.UJ.9FDnu.fl
$0.1040 71YJ.fla 1Nd/CLYYd9�A�QYHHAQ=r
tmn �l.a.aro '!�'
L97NldONQXJRr9
N3Wm
{O-10-00 J.
���90NNOWdO.LI/O
Eukm
NlSY6H,1LYJ3diZ�08NOW
3']OHNYlY37J07m
,�„—u ..w..""`,�-,'°,�,„','°x
dO.LLlO
�A A A
..,
it
.'x'
o 1- s
Lrrco l l
�'a T'J l onam uaaN o e
vw 3w sm N 3�M
tNolJrimO 'Nos'w LfulwGtN aw GIIEBwieO • '° GNuwaeO
r.c of -s w 1-t of i .s -,s r.r .e•
-s .l -.
1-t R .l -,c . j-.• i y., .e -i 0-. .ec
�'
'
.0-.• r -,C R .l -,G a .e -F i .11-,L ,e -,Z 0-, pt
.L -t Ol-.1 eE 1-., [ .,-2 x .L -.L ,C -,i 9-.[ .Ct •�'
Owsow Van r3r uYm or >Nb Nm 'L A
. -t aro vo.NN . -
wsas avenue or. mUlaeo �r''y�
c
!
elnaeo
-awmmnMw w 3sMLfun smin ��
30W >w lux Mxm varwls •�-•L-0
s teNs ssEUanilu nm Naols Ni tau 3w 's I J •a �
aNmwem a cwc >o m >iau '. - 7.,'
i=1 3e TMS Se/le Tw Y
Lwd'SxmFIV®43SZ Y' .. E
.Vl (-/ajVi I of w�ia n Inlal
G
71�'
f�- —�� mo-`-�
atnam aenJ ww
'n3IMw 3e *3wN mnc Z3I 'e
3aI1Cwe afKONe OM' mlrWe 'ITM 30t9M N�d
HLLY IW lOrl lB Ol TIIL'MwLf NMq NOIG N LI TI 9 A
0 Y020'M 'IXI 'OLS 33C 1N13f1 31m OIw 11M! IMIi [
'L.YalGllwr munrcw
I Ol LelaNMq 'AA aMMNC3Y 3rLL Ilm 3MN ,e OMY TM f0 dm Naaf ,0-A
m TIM .LI 3e3 OCS3N Mi ,0-,e a3IO TAA 3Lt 5231 Ip 1)IO(e1 M .0-.e Y41 9 . _.
owe.. u"lv Nw mJ.0 .r.�s snw ®nol
_ _ w saw o3<nmo �3�rG RVV
' o -f aMNmi3L o am , Mia ma ir�'r. oc 21 na KK � T71Z
.El 3511 LY N Ni . -. TIN .L 35NaLY�nb i " HJfaB'OBMr 5
'a111N LV10 Ma1NaJ BMI f3 031 lhv lrilP G3 ]NLO S
MMS WNI LO IgIIOY 3Nl M11 .L -.l OwNir✓afq MS9 wyY�Yry '.
m Q3�YOIw TM6 wId30 M - C Le uw¢3JlN
OL O)m0 f A Ol ms/iOxn lei x�wloNs 3iu 2'
SVSGWIOJ rs'� OMC )o m 313aJMOJ TI Z X X
'XM�I A/C OW A/C r�.LIY 3 OTWs YwOr WLYOn
.Ll 3Nir
j-,1 � 71g6 �
L � �
4
Y}W tYq IgoUJ OMII 3D Nrl M marl ]Y pn "JpJ
conN 3LsowJ aru ,. ao roaw 3unMn 'muwa+ a "sM .aw oenm :
]luAl m ,x..a 3J01 w mvl 3e OL ION L1N .OYO llMalN1 f41i
SIIOHThI31.3S
� A
1 ,�,,�,
e -F b
• ,t
.V9 ONr AK Nt=u3e 3r aYl0r6 GIrGOr wOIOF Y
IUONA05 3NSS7bdbJ 'Ka OOeC 3a OL 3131bIPJ Tw Z 3dw '�
T �` ll>p1JbJ .•
01[UOJ OW
_
NOUM it3 3PlC a3Nsru
q iLL f) IpuOe 3Nl Mfa1 .Z-.1 [IMNl3B SILLIf3J NO
- l r.,,• NUM anoaww 3e a. Nle3J M .l -,c 3ern unw dMM 3w 'l A

GRAY - STORM DRAIN SCHEDULES �uuunuuwq
aO
GARAY
J' ZCOTTAGE GREEN o ENGINERINGCONSULTAV9
SUBDVSION nnunu4
132 PILGRIMROAD• GREENVILLE, SC296o7
PH: (864) 297.30x7 • FAX: [phone]
US HWY 601 & WHITE STORE ROAD WWW.GRAYENGMEERING.COM
CITY OF MONROE, NC •WCAA.ICo "-NCC.O-0-7•"C".q PHFbo:9q: NC.OAgogfoefq
A "1&181D ISSUEDTO dT OF MONROE FOR REVIEW&COMME
B 0-1>18 Dm ISSUEDTO dT Y OF MONROE FOR REVIEW&COMMEN
9 0 0
o a o
�m
00
0
.T. rmiaum mpmmmmmmmmmmQ° JS21�m
m�hpr�iiQQYbo_hSQQ4 ° Qz1�12JS12op�nlnj
00
+1.1 Y• 41 N N'
' f�H A W N' 'rNp+
qq oo 1N�.V� pN+ffp�Y IPN1''
� W W q o
N t+ W
ry tJ
4
O P U O O 10 to A
QO
r
W W a p V jy N O A++ V W m 0 W Y G i. W+ ^I O" IJ C W T i0 'Wp� in O GI q ro '^Vj p f!N
w G :. ^01 1.1 1D Op O N O f. (J 001 ap iD m 0N W lJ
�^ a
G G G P G G G O W W W W W W A 0 0 0 0 U G P P G P G U U P P G W W A A A A A U P G G G U
G G U G P W G W P G U U U G G U G P A A A A O P
A r
�
O {A�pp �IApp pP tlO P W {IDJ.I1I W pW A W :,P
W pN� N 1A1�� pGp O U O N A mNm IAp ®O tlO W O S.
OD A S A W V GO W N N iq;p � V N L m; tl N 0+ 01 J+ 0 W m� N 8 $;8 1 N O Q S 8 8 ONG 4AJ S.
p9p (OO�I pPp O gipA• �O011 O A + mA O N N A tfApp pGp A ¢A1pp pPp pPp pPp pPp pPp mO
OI Q O m m O m V J T -.,a;8
O
N W
[ P
c
IA G OA OAyWWWU, WWW W W P Wq W W EU�DNWP G T W PW W NN
A A A+ C N
N A(AS p
WN N�N N NNNTiODWGWN J PWJ
N(W.1
0(qq�AW
0
WNW oW
N +OII fJA
mV 0V
m p N U N 01
VWONW NN
Nm+ O U1V
ONWOwm
SO
yOp
.
QGpWN
V WWI U E.m
m Nm
C
NOm PA fJ NMI f,
mOV PAW
Ae_S<O
-131
mm mm
mm m
°Q
Po�W
G) G) G7 G) G) G) G) G) G)
T T. T. T T T. T T
G) G) G) G) G)
T. 'm -n -n T
m R
Z
T
T
0
N
bN
mNm+mmmmmmm mmmm$BIQQQ9Q�4°SSi°SBRS°�gR��wRn�<��Du1
m,,� vIJv+ vW
Fit �i1��iD DDDtl>DDD>W�uOao
Otl
A W N+
'n
D C� D
g
0♦I P 01 U G UIP P P U P P 01 V1 UI W P qP p 0UI V1 0W1 U 01 Uu1 U1 dy UI UI uI 0001II u1
N
U P P P
y(W� W UW 41 U PW Gu 0OA UWJ G G U P P VI
2
t88�S888a�iS �8i5�86 FSbES$F�ddBdomoB�ffi�� $88W88
44obS�fS��W68ddWo�BS=o$�1
E
p a
(♦1 OWI f��11 �1 (A� {p� (� (� f�1 q OpI Aq. OOII tW� [W� {W�1 (�1 (f�111 (p1 OpI �pI {p {�1 OI
+ f� r1 A10 V fT G�O11 A N
mO
(OJ1 {y� �yI �1 y� �f N� �pI
N W W m A + N+q (J
WOv
m0
0011 qA
pp WWWVS WmS 8 8 S S 8898
O O S S S S S V m m S V
%1
,�fN�ippl
0VW OV OmWm
O +OSS
4PSSSSSSSOS00
J
9 A p
3 c
tpn fWn U011 up Uy1 tT Uy1 W qq 0qI tWn CJ N 01 tJ u tv t� W tv to tqn to tmw fn u1 u1 u (v tv (.� N A� u u tv N N u N N f.� N Up1 cu !.� fJ 0p1 C rC ro
O !O 01 CI OI N O !WWO Gqqo fn A m Oo V V W U 41 W O W N O + 01 W N m 01 to UI ro 4f O ,�NO�pp OWW t0 p 0 OWl t0 a '.$0i p
�ppO11 N
pW
p p0p pmp tOp pPp
U4+4444 V W 80m V lD4+US O V ON04NfJN W 8 N N m W 41ADN U V Wn SN N N 4 fll N000
p� tWp.pNa�
(O(yyo pAp
W 4 m W W l�fVD4fVD04J V W 2=8 A W O 8
q
W
R
G P U U P Up N W U W O V W V P A U P P A Wo W tl A A U U U W
V P W OI V m A W P Pp O UU�11 J V
A A W P J WJ W AO W P Ut W W 4 +A j N 0
UQ
C
pW
o m p ( p p p
W U N m 4 0W 0 W OAo m O N W N J A m 4' N 4 1 N W m 8 V CD V+ m S N A f+il V m G fWil r$ I m io 8 5 4 4 1
{ Q poG p
N N V m P O b d m m N m W W N gj �j1 $ J j o 0
g R
3
Z
I
O M
O
O
O
apsFv'r"�3H
m4'na'ocim
pyo yC
DMOyS
NDfvym
pp p p
m uuPm...Pf..f. ®. .>...Wf..Wf.
(lms�8Ajy �p A W!98 Txxw1�
AlPPPWOWPPf... . N
mg,o,8c,
-ID IOZ2
�zW mm�p
DA<
y0 H a$D � A z 'Ip NNNN+++ooa Nu f oo+N c uN r
s� ci��srtesxass3 ���G.as,arsswg
P oo �N N MN u04 y p
ass4u$�om�s�* s g
amm�pop„
ym"�"s==�<-
y
s
j m m 9 O
~
m
~ D
m }{ f!� $!;1 (i,(0�
w Z Z.$ F i$ r F O m r
ym
OmD N b9 ;�;
y'oJ-v
kfflumm ,Si N
2 y m m G D .y y r ti fi �x irJ i� 8 �i 8 V v S 8 g
Ui9piz
W O+ �i [� U i5 �i 8 8 -wl Y �%i $ 8 g e 9
-
m S 2h 25 Z"STn iin �i."+�'i. 6 Tn S 75 ��iSSiB'w�i'1n EK k'� mid
mD iJn z
m&'ulSm J �ou8 iBAo k'
�$i'•1i �.r�ki ��nv�SS�'r' RJOIR' 7 N F S+n
w+mmmoy'�08"
$"�fp°iI ub11 b"o8ro�-, 8
mm
im
MI"
_
p y ---
mmm
DA �yb
o m z
y 3 m x G) G) G) G) G) G)
G) G1
O& m m
'-z n
m
z_v
M T T TTT TTT
TTT
ZNI
D a z
;
y z W W
73_P $ 1113# 1 6 1 6 '_ r r= i 2
ow� dwwuN�aJ; T:^7 �pN,A
oSb' S PswNrb�€ro �f
p�
pp
i
myH m�
5
o�?'1 GCI GGG>' ).0 GC G>E
D O GGG G D D> D D D GGG?
wig
OEM9 g�MESESS
yM
OMm6� �F6W Y I I I I 1 1 1
o g
8u rw fp.,Y.. P°n �i��.1888 8 g o P'+88$`d 8u�'..wrvrYa Bl:
wFp„f: v' 82121 fS r Es e Si Jfwo m m
Om
m t y; SD SC yC SS?�� Sy+�I yy�� SSCC 55�� {�
SIF iR ln'w'm$�"Yw"S'XN'YN'Y' i S L: 3;bSa��w FIr�.f�2"
o
yyw;; SSCC SStt I� yy;; yy;; pp
s, �S i'i'TiJrolo"f�D �TD TD LJ"LJ"kW A U
o N I T
A I f
==88,889999999 98-8.9 8 �i $
0
l A I I� Aj 1 1 1 1 1
9 �i �u 9 g g g g mi i(+Ri;
fes!!;; j4��;; yr4vyryS; yNZu j8� j8� }8�! j��;
j8{ ju(� ff 58�II jet 58��
dO�i m
AIR
,�Jq
,�+I b S ,Til F S
� x s ti 8 8 g iii Big 9 8 ton MIT S IS � g M��8� 8 pJ � �n g g S J� S IS �. 8 N f� �$� 2i �i lila S g
O O
O CC
1 s I $ foil g 2i w �+ IN $ �i1 � m J t$ N I fNi� � gi Iu � � P � gel 2i $ O V W CC O 2i I S S J �
GRAY - STORM DRAIN SCHEDULES �uuunuuwq
aO
GARAY
J' ZCOTTAGE GREEN o ENGINERINGCONSULTAV9
SUBDVSION nnunu4
132 PILGRIMROAD• GREENVILLE, SC296o7
PH: (864) 297.30x7 • FAX: [phone]
US HWY 601 & WHITE STORE ROAD WWW.GRAYENGMEERING.COM
CITY OF MONROE, NC •WCAA.ICo "-NCC.O-0-7•"C".q PHFbo:9q: NC.OAgogfoefq
A "1&181D ISSUEDTO dT OF MONROE FOR REVIEW&COMME
B 0-1>18 Dm ISSUEDTO dT Y OF MONROE FOR REVIEW&COMMEN

�•eSE W.
3 WRBE BRKM PER
�Er.CTI l%MNER
STOP oP aRlat ro MSTa,
IXTDM BD,TOM!
COEULYYWPCLYPRCPYIPNE
sP,AST,L
EPs. RNKCRCmYATM 1? DRbE
W STEEL R¢IfCRCEMENT, 15" nC.
�BTBwcrc WALL Im-tD�
Nacre wxL IBELOw
DEEP) .OR MN, oP
nrv¢uL PRooLc rcweae
pRMPROVEn EDWL
`DRDUIEn INVERT
IXxDBt'Irv,t
�lrAT,SEW.
s.nno.T.-ca ND.BxY,
11' I\IY • • • ■
BEADING STONE
FOR RCP USE
N 37 STONE
PIPE SIZE T
>36- 6'
FOR MOPE, USE THE MANLfACTMOR
SPECIFICATION. HMV
MOPE S♦ALL IAT !E ALLOWED WITI
THE STREET RIOT -OF -WAY.
NATES'
A PUNKIN OF 12• FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST
BE ALLOWED FOR COMPACTION IF FILL MATERIAL.
BALKFDIDG OF TRENCHES SMALL BE ACCOMPLISHED IMMEDIATELY AFTER THE
THE PIPE IS LAIL THE FILL AR13LIND THE PIPE SHALL BE PLACED W LAYERS
NOT TO EXCEED 6•.
UNDER NO CIRCUMSTANCES SWILL WATER BE PERMITTED TO RISE IN UN -
BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION
REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EALH AND EVERY LAYER li BACKFILL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED INTO PLACE.
ALL BACKFILL. MATERIAL SHALL HAVE AN IN PLACE DENSITY 13F WOX TO A DEPTH
12' BELOW THE FINISHED (RADE OF THE BACKFILL MATERLL, AND 93X AT DEPTHS
GREATER THAN 12' BELOW (RADE.
MAINTAIN A MINIMUM OF 2 FEET LF COVER OVER PIPE
APPROVED DATE
,M Y..rl.r■
Yn aTz Bnallr„oe, CITYOFMONROE
a � I PIPE INSTALLATION
eAGmEeRm-EP.uenawT DETAIL 04.04.01
RE]■8lL.IBDF3
[ BHDRDCI[ 8 ENDDUM,FAED N,x• THE.—
ON
E.—
/S DP¢lmW 11E EMPYDA
X. SIDE R[pNEs RP R•P PASS
I J. nNIMEt No Ap Aw sQF ro BE DESM:wD BY
IN I YNI TE dAMmR
Y ♦. oEP¢oAU (N SQ NrvOmDMS r
QETN • RLm, FANG DA .• sroA[ AND
Tzmt Franc s
�•rs�ED smxE w,[T ulool
- !. arwlu� p swu Nantt . wwuw
x. YN. PASS Ir -0• PASS
.' a•
- ¢A4 it
LONGITUDINAL SECTION A -A
RIP R.n' Ea,ws IA.ur a oPE
u eon M¢
A.
fWY Mvx C,Lwx¢
RIP RAP DITCHES �'•'"_ — """
BVGRIRERTNGD,0"TIPNT I DETAIL 04.05.01
H R
�P OFES Sid e
s
'2 ¢
n SLL
028740
FNGINE y'�R
�y�iONNGItym�p°�
N� ■ a,■,�I,[
RAu TR YY
TK iM W ! D [ f 0• R Y
. 1. Mr m• n1/21 '1 z♦ r r I_rll ,r
u R .
ro IM cH•YIETED i- wxcIIETE
, yy ml,wsy ,Yc v
IN ,z
Ile A• x. ar m• r ,r .• .• r :, s-
--n>o , !
z THE caM,RAnw Y,u BA eEo.RED m R4GE x -N B.Rs r w TME TDP
tn.2p
s ..-Tr e[ Jt
a •u ¢+D•NL IDe PPE cuvurs .r No ovw !„M • Mwuw r
�
J- K
t se n Ja x z [ • s v v �
Je
r
mIEA N,D • uNrrH of e• Las TIUN EwxNi
TxE wISINICDax o[ ,ME IvnoY s,AB
n N Ja n u s r u, N �
a rtaN ram a usD roR
O
FRONT VIEW
Y. aNt TrttDE!] f+7 9,DeM ■ xor ro N NIEWRFTFD ro
MINIMUM WETOWA A
ILK N u
lo[a■ol!
r w r w
YLw nE TItRaNEa rzvPrABIL LAR Is usm DxL.
N awnw ,xoRwL v..wrnEs
EC.P N ltl DIe110I0 TATOM
W l{T. 'LLT.
t!' • z - B
1. ♦ i -J ♦ r -r
a I mx,R•LTw ¢ECR N URD CxI6TRUCTgM ANL •1 lmrolt OF PwE
21 . 2'-X' s
w S• (DDr¢!) SxNl BE M/iED N TME lASE Ar sxaN RI Plws.
♦ J_; ♦ _
rPIxtDKIwT¢r
sPAwc of I,N6 To DE ,a• cEMTu LN,sss ENDix¢[
♦ - • sx
PLAN VIEW
♦ ♦•X
" W
, -I t' DY.y I_
M !- -
a [ Ogx,P.lC1ol1 FlFCIs ro USm CAwSiMRTW ANT AT aOnDY of FIVE
wo f011,O WE 9TFLVSiNE�MSE IFTT RWPI
J/e' ,A �'/x•I
_ •
• r ,
4
RxE
T ALL DL,RiEfE m Z
.' • .. TOP NEW
l—,ir a. tK YYws
,..:..
r
�J/e e°"
N w Ir tAe. v w■ Ar tr a tnn[I,
r ws AT ,r ON—EM
r
—t •ham- SIDE VIEW
SECTION A -A APPROVED DATE
APPROVED PATE
APPROVED DATE
MANHOLE RING AND COVER
FOR SLAB TYPE CATCH RAS
CITYOFMONROE B; ""�'°"•'e�"""
"N'
,.,... m. x trwa Mu
P.MGA•FdNAC DRAt7BmVT DETAIL 04.02.04
CONCRETE WING WALL
WITH SPLASH PAD
(I oj2)
CITY OFMONROE wI'""°'9'�°•`0"1°"
°'��^ '��"w .xn uN ,rua MrA.
mvumm p�nrpARnmvr DETAIL. 0403.06
CONCRETE WMGWALL
WITH SPLASHPAD
(1 of 2)
Rp Dg, DETAII" 04.03.07
�•eSE W.
3 WRBE BRKM PER
�Er.CTI l%MNER
STOP oP aRlat ro MSTa,
IXTDM BD,TOM!
COEULYYWPCLYPRCPYIPNE
sP,AST,L
EPs. RNKCRCmYATM 1? DRbE
W STEEL R¢IfCRCEMENT, 15" nC.
�BTBwcrc WALL Im-tD�
Nacre wxL IBELOw
DEEP) .OR MN, oP
nrv¢uL PRooLc rcweae
pRMPROVEn EDWL
`DRDUIEn INVERT
IXxDBt'Irv,t
�lrAT,SEW.
s.nno.T.-ca ND.BxY,
11' I\IY • • • ■
BEADING STONE
FOR RCP USE
N 37 STONE
PIPE SIZE T
>36- 6'
FOR MOPE, USE THE MANLfACTMOR
SPECIFICATION. HMV
MOPE S♦ALL IAT !E ALLOWED WITI
THE STREET RIOT -OF -WAY.
NATES'
A PUNKIN OF 12• FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST
BE ALLOWED FOR COMPACTION IF FILL MATERIAL.
BALKFDIDG OF TRENCHES SMALL BE ACCOMPLISHED IMMEDIATELY AFTER THE
THE PIPE IS LAIL THE FILL AR13LIND THE PIPE SHALL BE PLACED W LAYERS
NOT TO EXCEED 6•.
UNDER NO CIRCUMSTANCES SWILL WATER BE PERMITTED TO RISE IN UN -
BACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED. COMPACTION
REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY.
EALH AND EVERY LAYER li BACKFILL SHALL BE PLACED LOOSE AND
THOROUGHLY COMPACTED INTO PLACE.
ALL BACKFILL. MATERIAL SHALL HAVE AN IN PLACE DENSITY 13F WOX TO A DEPTH
12' BELOW THE FINISHED (RADE OF THE BACKFILL MATERLL, AND 93X AT DEPTHS
GREATER THAN 12' BELOW (RADE.
MAINTAIN A MINIMUM OF 2 FEET LF COVER OVER PIPE
APPROVED DATE
,M Y..rl.r■
Yn aTz Bnallr„oe, CITYOFMONROE
a � I PIPE INSTALLATION
eAGmEeRm-EP.uenawT DETAIL 04.04.01
RE]■8lL.IBDF3
[ BHDRDCI[ 8 ENDDUM,FAED N,x• THE.—
ON
E.—
/S DP¢lmW 11E EMPYDA
X. SIDE R[pNEs RP R•P PASS
I J. nNIMEt No Ap Aw sQF ro BE DESM:wD BY
IN I YNI TE dAMmR
Y ♦. oEP¢oAU (N SQ NrvOmDMS r
QETN • RLm, FANG DA .• sroA[ AND
Tzmt Franc s
�•rs�ED smxE w,[T ulool
- !. arwlu� p swu Nantt . wwuw
x. YN. PASS Ir -0• PASS
.' a•
- ¢A4 it
LONGITUDINAL SECTION A -A
RIP R.n' Ea,ws IA.ur a oPE
u eon M¢
A.
fWY Mvx C,Lwx¢
RIP RAP DITCHES �'•'"_ — """
BVGRIRERTNGD,0"TIPNT I DETAIL 04.05.01
H R
�P OFES Sid e
s
'2 ¢
n SLL
028740
FNGINE y'�R
�y�iONNGItym�p°�

I. FENCE FMNC SHALL BE A uNMUY Ci xt• ABOVE ORWNO SURFA[E AND
SHALL HAVE A MNYUY OF O IINE wRES wM B• STAY SPACING
2 iLIER FABRIC SHALL BE __ 100 1-11 OR EOUNALEN,
J.." CANNOT BE USED —1 SILT iE1JGE 5 TO REYAN
FOR A PERIOD M MORE MAN .DAIS
A STIED. POSTS SHALL BE S'_0" IN HOGNT AND BE OF THE
SEIF-FASTENER Mf STEEL -
Sm -DE SAFETY FENCE R RE0.YRE0 AT — OF SILT TENOE WON
GRADING 5 ADJACENT TO SREAMS OR WTLANDS, ME COLOR
ORANGE 5 RESERWO EDR NSOAL I TT,CATIIN OF
IN"RONNENTALLY SEN.— MEAS
LDD NOT INSTAL_ SED— EENfY ACROSS STREAMS DTTE E%
MTERRAYS. OR OMER AREAS OF CONCENTRATED R ..
T.ORNNAGE MEA CM NOT BE q ATER MAN 1/4 ACRE PER 10O FT
W PTNQ FOR SLOPES LE 55 MAN =
RSLOPE I—i CM NOT E%CEED CRITERIA SLIOY,N IN TABIC SE]A
NORM OMODNA EROS— AND SFDNENT COn1RW PLMNIEIG AND
DESIGN MANUAL
in
N SCE
INSPWECTELT SEN ENT FENCES AT (EAST ONCE A WDG NO AFTEII GCH RREFALL YAI2 ANY REWIRED REPAHS
..MA—
SH— ME FABRIC 6 A SEDIMENT FENCE COIIMSF, TEM. DECgPOSE, q BECOME INE]TECRVF, REPLACE IT
PRpPT Y
REMOVE SEDIMENT DN THE
AS 1ECESSARY 10 TOOVDE ADEWATE STORING FENCE
FOR CL AWICITNOU . AND TO
REN L AL_ FERE K ME TANG TA NE CME 10 AVOID UNOERYNNG B NG THE
DULWG TO GROUT.
REYDVE ALL AflER T YATWNS MO UN"AD SEDIMENT HAS
DEPOSITS AND BITING ME ANFA TO gAOE Arp
STABIIJIE IT AFTER THE CORIRBUTNG ORANA(E AREA HAS BEEN PRDKIAY STABl12ED.
CITY OFMON®OE
SILTFENCETNSTALLA77ON gA.N.,.r:�R. RrRt%Ti
EWfNaM DnHJ mENTI DETAIL 03.01.01
mm"w-mmmmmmmm
NmGTSLASSv I
Now , NN N . VA rw m BAro, mwc N,Am
rim rnirle
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
A
SECTION A—A RIP—RAP APRON PLAN
FOR FLARED END SECTION
�mmmm©mm
CONSTRUCTION SPECIFICATIONS
lir M NR DVat10l NAIw NO
R. TNow NPu t N.vAu rl,w. M ee V
M Rrmw owrc M Alu ro s
una ■ LPmnn w TWT M NMRr
a,.J: mNwn wM
r ,A6T R N w,OM N M N11d N.LL L LWK W M
�,iGY ROM 01 M RLILRx6 41416 Ai MC RUM
w.41EYDI B oIEAm a a No M owcm ,c d�.e s w �
4M'Nnwaww�NmLRDN �iAa,rB N M ` - ..
K NO llll A NINEb N M N(g1NNL AWRENT 6
K V a As wTm
LARGER THAN 2 INCHES IN DIAMETER STICKS OR OTHER DEBRIS.
RIPRAPAPRONFORFE.S
�CTTY OF MONROE a„a
m"' aEc�nRIL rDAT,<KTA
e
EARLY SPRING: Na „o w.N: ,o-,o-,'o� a'111`T R°01 WARN ROIAo NA,aI.,,.K ,.ao,E
ANGINEEREVGD®AM3ONT DETAIL 03.03.01
mm"w-mmmmmmmm
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
�mmmm©mm
LARGER THAN 2 INCHES IN DIAMETER STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND
�mmmwmmm
EARLY SPRING: Na „o w.N: ,o-,o-,'o� a'111`T R°01 WARN ROIAo NA,aI.,,.K ,.ao,E
IP—M—,
� R:m sL: Nc�i. mLL°�OMInRM"nN .s . u,w ,NDu..,c
�mmmwmmm
�mmmmmm©
F^M—t M.
1Oa
°'� ro
zrxTDR
a,No A.o
1YL 1 - ANY , a1C1 ONYG
FOR SUMMER: ru,o,'�'ay.eeBR.e Rr w>ti Tqs a .wur ENe lyra RAvuo Aa4ATuaL ,.esluR
. �,_ �N 4NR ORW DR .NMN
w La!� �
Nornio w.m sNwnleon DA ­
TooL ,� w . rACI wooNs
FOR
FOR FALL: ,Dus ®Rmma w n tmsN.v A RIOIAo muAn.na
w.4w ...... NRT.,m,' m wA4R I.a,NR
.,iwM.n _m W_�
NIItl®BBQ:�g mY+vF4os .rm m I,nioc
ANE a 4vffam ImH m
W.aYimB[ I� DNR, Nio�i
asmmcaoroi, Rw®ism .=Zt rl'`w�.rAA o'w+ALemIg== _
Irm. Aw M RRu s rnrria, � uNmv,E . N,o •,I
� mmar M Nnua KmAm mmrty NR.a raR .00Ro.N KTm.RRAes ra wTRumw rNnlm Ne.Ac 0
SEEDBED PREPARATION&m
C17YOFM07®O m�Y �,,,I
TEMPORARYSEEDJNG
BMGA'EERINODEPAR1WrEAAT DETAIL 03.07.01
CONTRACTOR SHALL USE NCDOT CLASS I RIPRAP PER ABOVE CITY DETAIL
D50 SIZE SHOWN AS MINIMUM DESIGN SIZE ONLY.
ELEVATION A
'ELSTAKES
hP.xy
OUTLET IN SILT FENCE WITH STONE CHECK DAM
Lars
SPECIFICATIONS:
1. REMOVE OR LEAVE A 5 FOOT GAP IN SILT FENCE AT LOW PONT N THE NATURAL
GRADING ENSURING POSTS ARE WELL STAND ON EACH END.
2. INSTALL FILTER FABRIC UNDER BOTH THE LARGER EROSION CONTROL SIZE STONE
ON THE LOWER SIDE AND SMALLER WASHED ON THE UPPER SICE.
3. ENSURE STONE IS AT MINIMUM 1.5' HIGH ALONG THE ENTIRE GAP N ME SILT
FENCE AND EXTENDING THIS HEIGHT PAST THE SILT FENCE AT LEAST BY 12 INCHES
MAINTENANCE
INSPECT CHECK DAM AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (YA INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT SEDIMENT, STRAW. LINES. OR OTHER DEBRIS THAT COULD CLOG THE
DAM WHEN NEEDED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAN AND EN090N
FROM HCH ROWS AROUND THE EDGES OF THE DAM. CGMECT ALL DAMAGE
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS, ADDITIONAL
INSTALLINGMEASURES CAN DE TAKEN SUCH AS. INSTALLING MORE STONE
REMOVE SEDIMENT ACCUMULATED BEHIND PREVENT
DAYS AS NEEDED TO VENT
DAMAGE TO DAY, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVEN
THE DAM. AOD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
GLOSS SECTION.
TAM
H�II a uww . w,B.KPR. RR ro GA .IR.I .
m �.'G�.N�'N�
ARRO.TD DATE
Xh STAB&ZED CIlYOFAKJNROE s„w„B,. ,,,,,
CONSTRUC77ON
ENTRANCE 6NGOrEERfNGDFPAR7M®rr DETAIL 03.04.01
v � a
a p C! U
a4
W �
0
u
R
Y
3W,A LIAR £ 2i
y.3pP OFEssipy
em
$
wy��
= 58AL
02PA10 r � �$�W
'"q�°v FNCINE�-f�� HtB�
Mau GRp�Wa �Bo
'2�pB
a
A
� z W
p;l U
W PA z E.z
Q� C on
z Ch V1a
vo
z
Q 03 Hn +
F/3
.'7
SEEDING PREPARATION
AREAS TO BE SEEDED SHALL BE THOROUGHLY LOOSENED
AND WORKED TO A MINIMUM DEPTH OF AT LEAST 5 INCHES.
THE AREA SHALL THEN BE RACKED OR OTHERWISE CLEARED OF ROCKS,
LARGER THAN 2 INCHES IN DIAMETER STICKS OR OTHER DEBRIS.
FOR LATE WINTER AND
EARLY SPRING: Na „o w.N: ,o-,o-,'o� a'111`T R°01 WARN ROIAo NA,aI.,,.K ,.ao,E
IP—M—,
� R:m sL: Nc�i. mLL°�OMInRM"nN .s . u,w ,NDu..,c
F^M—t M.
1Oa
°'� ro
zrxTDR
a,No A.o
1YL 1 - ANY , a1C1 ONYG
FOR SUMMER: ru,o,'�'ay.eeBR.e Rr w>ti Tqs a .wur ENe lyra RAvuo Aa4ATuaL ,.esluR
. �,_ �N 4NR ORW DR .NMN
w La!� �
Nornio w.m sNwnleon DA ­
TooL ,� w . rACI wooNs
FOR
FOR FALL: ,Dus ®Rmma w n tmsN.v A RIOIAo muAn.na
w.4w ...... NRT.,m,' m wA4R I.a,NR
.,iwM.n _m W_�
NIItl®BBQ:�g mY+vF4os .rm m I,nioc
ANE a 4vffam ImH m
W.aYimB[ I� DNR, Nio�i
asmmcaoroi, Rw®ism .=Zt rl'`w�.rAA o'w+ALemIg== _
Irm. Aw M RRu s rnrria, � uNmv,E . N,o •,I
� mmar M Nnua KmAm mmrty NR.a raR .00Ro.N KTm.RRAes ra wTRumw rNnlm Ne.Ac 0
SEEDBED PREPARATION&m
C17YOFM07®O m�Y �,,,I
TEMPORARYSEEDJNG
BMGA'EERINODEPAR1WrEAAT DETAIL 03.07.01
v � a
a p C! U
a4
W �
0
u
R
Y
3W,A LIAR £ 2i
y.3pP OFEssipy
em
$
wy��
= 58AL
02PA10 r � �$�W
'"q�°v FNCINE�-f�� HtB�
Mau GRp�Wa �Bo
'2�pB
a
A
� z W
p;l U
W PA z E.z
Q� C on
z Ch V1a
vo
z
Q 03 Hn +
F/3
.'7

DO NOT USE CHECK DAMS IN INTERMITTENT OR PERENNIAL STREAMS 1�
rO aoAsiHlN�as°v w`Firtn ala'orc EmEO1F N[ r
(rarAL wol)
x No a
t. KAOW THE STRl1CTUE WHEN No ldrFR MEMO.
(NOT To EXCEED t TTIR).
0) nE OL%N r0 au. R'ILIM MAXIMU4 SPACING B I.
AS A MINIM . pE.SIGl1 THE aTR,X,,E TO PA55 x YFM
_PEN( RDW amour NfRTGPRNG.
sY�i P p 3. ENSURE THAT DE -RDW VDDCRY AT TE of T
A AND B ARE AT EOlL1L ELEVATIONS �
OF TIE CROSSING STRUCTURE 6 IK I-EAOSM iLNI THE � ovlCSO (D) rope SEMONr� E � RECEMHG STREAM —EL,
CULVERT IS BADN)R.Lm WIM ST]IF.
P OFILE
Ai IID Twx ti Lrv[ faRM p` e-eR
RI�LV
�� r RAswn sTrwE
,� uN EEn SorTw WtH
ELAN am FAWRc
CONSTRUCTION SPECIFICATIONS,
I.ioW°�Tal a a'RirrsmL
mnA.Ma nom°" Ar MKN:.a ANDA Y » A r M W.n o/ .� AT EA]r r w =�
t. THE TOP OF ME FARM DIKEOMER M INLET RPE NIS 11 F A. THE SIXL AROUND AND UNDER THE INLET PIPE MIO FMMN
DIKESCE TErr Ar Q Tpc [r°AOfRw [VERT AM Asp: R ucu
ES CARRYING WAFER TO THE RHALL PE SBE AT LEAST 1 .5 3 Fl70Tm SECTION SHALL BE HAND T,MnO M {' LIFTS TO THE TOP OF M [i) M . wi w nc oR u�iMWi umA.v gy jIWG°iwru tn[N U m'rR pc vts
HIGHER AT Al. PDMS THAN THE TOP OF THE INLET PIF. THE EMM DIKE. �� �pp TIC RT[N WN rG IgT
x. THE PIPE SIMM BE REJOBIE wCH WATER TUR CONNECIND S. ED-UPINSPECTION AND ANI• NEEDED MAINTENANCE SW11 1r� Mp1prniwxrowa m — TwT�rICaI�AT.� AT v wc�iaiEwrcLD'rrt I��IVR �a � ErnIC
BANDS. iLEXIBIF RPE SHOULD BE STAKED ON ETHER SDE. BE PERFORMED MER FADH STORM BY THE Fr N (ALLY RESPONSIBLE [� MAR 11 M TRIC r M TtL 11EVAtaW li rl[ A
PARIY OR H5 AGENT. _rlC IDe[]r pt9t YM Frill Ndvr Io i Ym At NFO iK - Aii ®TI
]. ARV PM MOON SHALL BE PROAYD AT THE OUTLET. mE N.lar rlC nary ra
ippi TI[ ttOC n[LK WM. rR NCV LwR2 ®II.I p� _
a. TMING PPE O TO
BE TAKEN TCT OR THNOF T ANY SILT fpCE 'W'� AfwE 1K 1� �'� a1N `.0'xRCD Pol M Om OpCO roR [ m
TAKMG CARE NO TD WIO THE EFfECTNENESi OF THE SRT iD1I'.E nr � �n� sli.¢r m w i ul w�wtAOMi Srml ��Ao � Avy e, sTvcs mvias t pA�IwE n�S WWRt; AIDE w0 wTOaL
YOIXI¢ ROI vmuza opal alA9Ctatt > R ChorwK
R¢Ba w.alRaa AIY o®I 2 sarANJr R M.
AAa soR REnDE I(L vtt R PIAaDrn LAM OCWLWMFNT rrAMAlos
CITY OF MONROE ""`i;,� CI7YOFMO BOE �t'�'�`Oi,°An CITY OF MONROE�' m �'Om1
FLEXIBLE PIPE SLOPE DRAIN a ®..:... E N.,a "�� TEMPORARYROCK CHECK DAM _ STREAM CROSMNG ---
RA —
EAcwe�wWcnertanmlvr DETAII. 01109 01 lavcuaFltuc';?A TW&VT DETAIL 03.12.01 Er2cwESRwcoEP,lx2�rr• DETAIL 0322.OIK
��� a,aa. rraiE,p�TT�
Y.
oAAwawso sawr'w' CROSSSECTION Duns u.Y ARwYrwTor
m[r[ [� rzpwoNa.ol or Torr
ENERGYD/SS/PAMR DETA/L
(NOT TO SCn�E)
SPECIFICATIONS -
1. INSTALL FILTER FABRIC LINER UNDER ENTIRE AREA OF
RIPRAP APRON.
2. RIPRAP SHALL BE EROSION CONTROL SIZE (D50 -g-) STONE
RACE AT 18 INCHES DEPTH.
REFER TO PLANS ON FLENGTH AND WIDTH CONFIGURATION OF
RPRAP APRON AT OUTFALL.
MAINTENANCE:
ASPECT RMM yIT1E1 SiRUCMES amKY AID A/TEA SIQilU11i
a.IDR RIWAPRIM°MN T�AW11�3gALEroOI°�f IS1RESBm M
PSIM2IQD. aaPDIATEET YAI2 AL MFFDm IIDA/6 10 PIEWNT
MTllp dWA¢
PLAN
72FROSION RESISTANT
fLrT®RM
ORERATIOIH i MAINTENANCE DEAN
4' MAX
DATE TASK PERFORMED INSPECTOR
19 G UGE HANDIMARE CLOTH
a.
BYPASS AREA NCDOT Approved Products List Product
ID: NP15-6947
WAOIED STONE
1 1 1 IY • I I/ I I I I I 1 1 1 1/ 1 1
I I IWW-1111 /I-1�I�I�I�1�1�11111:1
.. ............. ......_. ....._..
I
FILTERED WATER
69M KIN
IIIIIIIIIIII
. SIN
go IIIIIIIIIIIIPZQ
;
I:1 I-1
Ona 11331112132] SarCAiaa HaG) :. 22A25—.1 1.1 1/ NLITF2x ,
FEF)6'rORM FX FABRIC SPECS
��—
nla. IIrNa,ul,A Rr ��
GRAM ) • I I
T.
AfOYNKAI A FRAME AND GRATE
MM aUlNBIH ASrMOWi )JDe IOW ISST
DETAIL 03.18.01
STAKE ATIMOIffi SHAM EOR
A xE0 AT].r4
RTA axroHNW3ila AsrMlNnf bJsbLWYE .cora r
��� a,aa. rraiE,p�TT�
Y.
oAAwawso sawr'w' CROSSSECTION Duns u.Y ARwYrwTor
m[r[ [� rzpwoNa.ol or Torr
ENERGYD/SS/PAMR DETA/L
(NOT TO SCn�E)
SPECIFICATIONS -
1. INSTALL FILTER FABRIC LINER UNDER ENTIRE AREA OF
RIPRAP APRON.
2. RIPRAP SHALL BE EROSION CONTROL SIZE (D50 -g-) STONE
RACE AT 18 INCHES DEPTH.
REFER TO PLANS ON FLENGTH AND WIDTH CONFIGURATION OF
RPRAP APRON AT OUTFALL.
MAINTENANCE:
ASPECT RMM yIT1E1 SiRUCMES amKY AID A/TEA SIQilU11i
a.IDR RIWAPRIM°MN T�AW11�3gALEroOI°�f IS1RESBm M
PSIM2IQD. aaPDIATEET YAI2 AL MFFDm IIDA/6 10 PIEWNT
MTllp dWA¢
PLAN
CONCRETE WASHg1T NOTE
Te,!aotaN emrele w.aroal tacNRaa anoda ce menee.
of 50 kel Isom Mo,m halo IMets, open eraina0e
aWiNa.aM waarmursea. Earn lacilny croupceburee awry
Som avRN o, a,.ceu Sreas to pwenl erslu,Danx
acanq� CDd,aMr m mean a aqn aewuN to each
tempwery wrc,eM wasnoul IapIM m uYorm wx.+ese aaplPtanl
°ewe pra4 0, Dhow 9aae .1 1. op—a nx —X—
X,
rmaadp
em.
Terroparc aolrpne wasro,n amaka ana op,marea ane
melrce «, eMrllR,®mRr a,a sNe I. IR wdam aL Bade ane
sa yelwlmea w wasroa opeara,%. TeaPor.ry
s sw,Ne n..e a mmp„ary w o, x,mee peas d
suRc�edlvdure m mmpklery coma�n all Ipua arq wane
wmne naleraNdpercrare0 eunng waslwA poreeu,es.
oNy� Waslwa may ce coAMee m an irrpem,eaq�e pap �oeias
elaPoal. o„w nowrek w.ne..a w.anm.mo nw cenP,area
alea.M.lawee rp I,areen. tl. �prc,em anpua a Dm«en �P,
saaeaM edr swa W,aa Marco memm e wEe wswe a.nayeaNN .MPs aanuaL
npoul pore
Z. k1: weelq•7Temporary cOorc e
yes STRUM ce maneanwJ to pwaN aeeµna
ndeing <aacecM wM, a mnmlm hae[oa,e of aincl,es lo, aee.e
arb.e wMe ce �nN,Nnee.,� a.w mr Nae prce 3N
LELLII.im R" i
7.5 operation 8 Maintenance Plan. (Download at www.inim or —ads-pipe,co )
FLEXSTORM OPERATION
AND MAINTENANCE PLAN
72FROSION RESISTANT
fLrT®RM
ORERATIOIH i MAINTENANCE DEAN
LIFTINGHOl�S STEEL EL RAM flUMING
FLE ST a
DATE TASK PERFORMED INSPECTOR
NN FL
2• ULTIMATE SCDOT Qualified Inlet Filter (Type G)
BYPASS AREA NCDOT Approved Products List Product
ID: NP15-6947
WDNEN GEOTEXTI E FILTER
82% FILTRATION EFFICIENCY PER ASTM D 7351
.. ............. ......_. ....._..
I
mumcrrimai. a UV GSRM WTR/I Gr{a aa. GFarWlaar Rial mar. AOa lrl
SR]FrrraW 11])Nl]W11]1 �) ]S.Oax10 N.ai-x2.1 lA 3.1 32LnF24Y I.v
DrsY{310.0] St Stbtp
Ona 11331112132] SarCAiaa HaG) :. 22A25—.1 1.1 1/ NLITF2x ,
FEF)6'rORM FX FABRIC SPECS
nla. IIrNa,ul,A Rr ��
RRare nrsWl
TFSr ACngp ExaW raTRc FLE%STORM 62LITE22 SHOWN INSTALLED IN
AfOYNKAI A FRAME AND GRATE
MM aUlNBIH ASrMOWi )JDe IOW ISST
PIGGIN
M Txw A[iM01W xKrfS14 mR Nils
N. PI.N TMa AµirRM1 EOT bb1Y YON
DWI I ]banal I —mm
STAKE ATIMOIffi SHAM EOR
A xE0 AT].r4
RTA axroHNW3ila AsrMlNnf bJsbLWYE .cora r
:... FID(STOtM UIYIH-R LITE FOR
rDRENrpfN ARu
L3vmxas AloD' THAI fn NORTH/SOUTH CAROLINA
F -A-- rrxNtenanL W (62UMT)
rDswTnvm A]TMo1n 13Y1' Ls]er'
Rem—gra[ and ftkm
WATERiIOW MT A]TMDYSI ]03 a151 mNm'
IF
CONCRETE WASHg1T NOTE
Te,!aotaN emrele w.aroal tacNRaa anoda ce menee.
of 50 kel Isom Mo,m halo IMets, open eraina0e
aWiNa.aM waarmursea. Earn lacilny croupceburee awry
Som avRN o, a,.ceu Sreas to pwenl erslu,Danx
acanq� CDd,aMr m mean a aqn aewuN to each
tempwery wrc,eM wasnoul IapIM m uYorm wx.+ese aaplPtanl
°ewe pra4 0, Dhow 9aae .1 1. op—a nx —X—
X,
rmaadp
em.
Terroparc aolrpne wasro,n amaka ana op,marea ane
melrce «, eMrllR,®mRr a,a sNe I. IR wdam aL Bade ane
sa yelwlmea w wasroa opeara,%. TeaPor.ry
s sw,Ne n..e a mmp„ary w o, x,mee peas d
suRc�edlvdure m mmpklery coma�n all Ipua arq wane
wmne naleraNdpercrare0 eunng waslwA poreeu,es.
oNy� Waslwa may ce coAMee m an irrpem,eaq�e pap �oeias
elaPoal. o„w nowrek w.ne..a w.anm.mo nw cenP,area
alea.M.lawee rp I,areen. tl. �prc,em anpua a Dm«en �P,
saaeaM edr swa W,aa Marco memm e wEe wswe a.nayeaNN .MPs aanuaL
npoul pore
Z. k1: weelq•7Temporary cOorc e
yes STRUM ce maneanwJ to pwaN aeeµna
ndeing <aacecM wM, a mnmlm hae[oa,e of aincl,es lo, aee.e
arb.e wMe ce �nN,Nnee.,� a.w mr Nae prce 3N
LELLII.im R" i
7.5 operation 8 Maintenance Plan. (Download at www.inim or —ads-pipe,co )
FLEXSTORM OPERATION
AND MAINTENANCE PLAN
� -
fiR1/CT)REIdLOCATION:
fLrT®RM
ORERATIOIH i MAINTENANCE DEAN
wrRr.r NMM�e .".
hea�llls
��e.owrsr.r^ir..r
�1Aw{ .wwaw�il�ah
ssr�.awa.r
r.rrsaa- "Im.wlr+F awrrw
alar wfaa°.I�
I�� ..na...un.rwresan.a.wrs
DATE TASK PERFORMED INSPECTOR
FLEXSTORM OPERATION
AND MAINTENANCE PLAN
� -
fiR1/CT)REIdLOCATION:
fLrT®RM
ORERATIOIH i MAINTENANCE DEAN
wrRr.r NMM�e .".
hea�llls
��e.owrsr.r^ir..r
�1Aw{ .wwaw�il�ah
ssr�.awa.r
r.rrsaa- "Im.wlr+F awrrw
alar wfaa°.I�
I�� ..na...un.rwresan.a.wrs
DATE TASK PERFORMED INSPECTOR
0
V OHO
O 5
W i
0
z
Q
U
Y
ly
C A°¥
a�,,,,,,ttWyy�111H R £�
o fE55i O y E
2 a 58AL y
02%10 r g� �$gW
y'bj�9 aC NEEff�&R' 06H
��MM4111GIINI�C%�A ��io
W
qzQ 0
6 17N'
W
U
0 W Z Fz
z �', O w
o Ch vi Hz
1 w .0
z �o
DB O Vs
U �U
h/
V

o�AR.aeMr
NOTEr. r[Bhwuv�ortEf �~'2y LbIB1
� eMRWlsa[r YAYuwAr
PUMA VIEW I°a."..n� 1341 o.
L-
InvLIA'FN'B n .n sB
Pa Qa O1a TOP ON fineANwoy I --L
RIQII stM1C111RE i --Mx
ATEA OnFATftI WV>1i'p __T- '- 4dEWENC SNLLW.YT
fro R4M0fE so bC tt '
WTI [ mNum SECTIONALVIEW .,roDu" :prM aO
OONNIWEtONNG- YSDNO. fl
L [HDAND PI>ACE AIATRNJG FOR EROSION CONTROL ON NTRDR AND DITERRR LDELEIP[S
2. INSTALLAMNIROMBAB
BLIES FIBER BLq RA IN ACCORDANCE WITHP''I"'T6.65.
3. WBTAU.-MER IND COUPUNG TO RISER STRUCTURE OR BB ECTLY INTO EMB NEMEJIT 1 FT. FROM BOTRIM OF MLN.
3:dTHEBER�INW�SRUSTOIH�PRANUUM�YAND ESfJE0THHE-N. fFkC4�INTNE�RDDE DN
OF THE BERM IN AEW ROS i0 f HE of RMMRLIR MO UAFAGE Of THE BASIN.
DATA BLOCK REFERENCE NmfM PUNNING MOOESIGN MAMWI, WYIDIIL
25%(rm) O� O'e2D Oat) 6071
I r-1971
Q770FMOMtOE �°� TR�W.s.
SEDLNENPB"N .r. RB, RUM RJA
a+cw®mrcn�.u7s®W' D6fAQ. 03.08.01
NOTES:
1. PERMANENT STRBILIZATON SIALL BE ACCOMPLSHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVE6ENT. BUILDING STRUCTURES, VEGETATION.
OR OTHER FORMS OF SOIL STAER ILTION.
2 THEGCSREOUREDTOINITMTEPERHMNEMS LSTABILI2AT10NMEASURESMMEDATELYUPONRFACHNGFINALGRAOE. FORTHOSEMEASNOTATFINAL
GRADE T WILL NOT BE DISTUREF U FOR GREATER THAN 14 DAYS OR AS REQUIRED BY THE NC GENERAL PERMIT (SEE MAJOR ELEMENTS THIS SHEER), THE
CONTRACTOR SHOULD INNATE TEMPORARY STABI-TION PER THE TEMPORARY SEEDING OR STABILDATON DETAIL.
3. THE GC HAST DAYS FROM INMATDN OF STARLIUTR)N TO COMPLETE SQL PREPARAMN, SEEDING, MULCHING, AND ANY OTHER REOUIRED ACTNITIES RELATED
TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS T MAYS FROM INITMTION OF STAsILWTON TO COMPLETELY INSTALL
NONVEGETATED MEASURES. IF UTILIZED,
4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED.
S AT THE COMPLETNM' OF GRWND-DISTURBING ACTIVITIES THE ENTRE SDE MUST HAVE PERMANENT VEGETATIVE COVER MEETING VEGETATNE DENSITY
REQUIREMENTS IN THE GENERAL PERMT, OR MULCH PER LANDSCAPE PLM, IN ALL MEAS HOT COVERED BY HARDSCAPE (STONE PAVEMENT. BUILDINGS, ETC.).
B SEEDED AREAS SHALL. BE PROTECTED WITH STRAW MULCH. HYDRAULIC MUCH OR A ROLLED ERORR]N CONTFLQ PROOUCT. STRAW MULCH MUST BE TACKIFIED
OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED ER0.510N CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY
ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES.
i. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH PH AND ORGANIC CONTENT REQUIREMENTS.
S. FINAL SI STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATNE COVER PROVIDES PERMANENT STABLIZATON WITH A UNIFORM DENSITY GREATER THAN
TO PERCENT OR AS REWIRED BY THE NC GENERAL PERMT (SEE MAJOR ELEMENTS THIS SHEET)NER THE ENTRE AREA TO BE STABILIZED BY VEGETATIVE
COVER THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANME, GRAVEL. ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A
BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.
PIO
�> /1/:11►
`1 7j►
u aJ
SKI�rMER BAST=NO�wr _ r. �s M...s
sDrowc v 11RWRq rNmF FROM PFHrmLvwM [RDBION AWD sRnm Pauulcn canlMA NA4u.4 NMQI moo. �� � s e
C=0FMONRI
SKAL4fER
rvcnYEs%ucna'rA)nT1®vE DH[AII, 0321.01
GENERAL NOTES:
1. AREA UNDER EMBAMOIED SNARL BE CLEARED. [RUBBED. AND STRIPPED OF ANY VEGETATION AND ROOT NMT. THE POOL MEA SHALL BE CLEARED.
3.0"
I. THE FLL MATERIAL- NR THE EMBANKMENT SH4L SE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS.
SCREW TYPE PLUG
ORGANIC WTERVL OR OTHER OB.IEC IONMBLE MATERIAL, THE EMBVM(uEM SHALL BE COMPACTED BY TRAVERSING 'MRH EDUPMEHT WARE BEING
6' PVC (SDR 25)
CONSTRUCTED, SPILLWAYS SHOULD MIT BE COMSTRUgED THROUGH FILL SECTIONS. ALL SPILLWAYS SHIDUID BE LMED AND/OR RIPPAPPED.
IfAupFa na lO'ukaa ink
3. SEDT ETIT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIN CHER NS WHEN THE SEDIUENT HAS AttVMUUTED TO ONE-HALF THE DEEM
-FITTING
DEPTH OF THE TRIP. RENOPED SEDIMENT SHALL BE DEPO9IED N A SUTABLE AREA N SUCH A MANNER THAT R WILL NOT ERODE.
ORIFICE INVERT
a. THE TPM SMALL BE INSPECTED MER EACH BARN AND WPNRS NADE AS NECESSUO.
Norc, eTe*q br pmnK4en BId H(jW
S CONSTRUCTION OPERATION STALL BE CARRED OUT N SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MN NII
Zonn
R, UNLESS CEFE
B ALL CUR AND RLL SLOPES SHALL SHALL BE 2:1 OR PLATTELE RTD SY RE6TERE
G0 GEOTECHGAL ENGINEER
MOLE IN OUTLET
STRUCTURE MUST
]. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABLIUTON.
B. STE, AREA IS SHOWN AS RECTANGIAAR FOR LLUETTRATNE PURPOSES ONLY. AND MAY BE CONSTRUCTED IN AM SHAPE PROVIDED THE MINIMUM
STORAGE VOLUME AND SURFACE AREA REWIRELIENIS ARE MET. THE BASIN SHOULD ALSO BE ORIEHIED SUCH THAT THE
ENOUGH FOR THE
E PVC (SDR 26)
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASRA DIMENSIONS.
B. RECURRED STORAGE 5 HOOD CUBIC FEET OF STORAGE VOUANE PER ACRES OF DRAINAGE AREA. E CHEM WATER FROM UNDS MME IN
IN 6' PVC CAP
DRAHALE BASIN ARE TMEN AROUND OR THROUGH THE DENUDED MFA BY NON EROSIVE MFASUIRE3. THEN BASKS MAYBSZ
E ED BY DENIDED ACRES
BY USING WATER-
RECOWENDED STORAGE 5 1800 CUBIC FEET OF STORAGE PER ACRE OF DENUDED ATEA
IM THE LDORH OF THE Sf OUTLET (S'LLWY) 5 TO BE BASED ON A 1D -YEAR STORM.
QQTLET CONEIGURA-00N
11. WHEN TOPOGRAPHY ALLOWS, THE BASIN IENI M SHOULD BE TWICE (ZX) THE BASIN WIDTH, TO ALLOW FOR PARTICULATE SETTLING. BAFTLES
SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH 5 UM TRAM TWICE THE WIDTH.
12 CLEANOUT STARES SAA. BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHAL BE MARKED
SHOWING THE Hi FULL QEANOUT PONT. OF THE BASIN.
I& SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDMENT BASINS.
14. FOR DESIGN OF RISER TYPE SEDM4R BASINS. REFER TO THE NORTH CMOLRM DEPARTMENT OF EHV MENT,
HEALTH, MD NATURAL NEED ROES Iffl
15. FOR SLOPES GREATER THAN 1O' IN 1ENGM, SILT FENCE AT THE HOE OF THE SLOPE AND SLOPE TERRACING WILL M REOUROD.
1l THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEET REACHED. THE SILT FENCE MAY BE REMOVED IF PERMSSIOM
HAS BEEN GRANTED BY THE QLY/COUNTY LAND DEVEIDPMEEli INSPECTOR d[j(@ THE GRASS HAS GER INATED AND STARE GROUND HAS BEEN
ESTABUSHED.
17. WASHED STONE MD WIRE akOtGM SAIL IRE USED WITH SILT FENCE WHENEVER SILT FENCE 5 PLACED AT
THE TOE OF A SLOPE >10' HIGH OR ALONG ANY CHANNEL OR WATER COURSE WHERE SO' OF BUFFER
5 NOT PROVIDED.
APPROVED DATE
RR�R
GENERAL NOTES
CITYOFMO =0E ERa'aE.'ormI �E,
�AWRTM� s
SECT MENTBASMS
&W1E1P861EDYGDBPARTal20,17DETAQ. 03.16.01
NOTES:
1. PERMANENT STRBILIZATON SIALL BE ACCOMPLSHED IN ALL DISTURBED AREAS BY COVERING THE SOIL WITH PAVE6ENT. BUILDING STRUCTURES, VEGETATION.
OR OTHER FORMS OF SOIL STAER ILTION.
2 THEGCSREOUREDTOINITMTEPERHMNEMS LSTABILI2AT10NMEASURESMMEDATELYUPONRFACHNGFINALGRAOE. FORTHOSEMEASNOTATFINAL
GRADE T WILL NOT BE DISTUREF U FOR GREATER THAN 14 DAYS OR AS REQUIRED BY THE NC GENERAL PERMIT (SEE MAJOR ELEMENTS THIS SHEER), THE
CONTRACTOR SHOULD INNATE TEMPORARY STABI-TION PER THE TEMPORARY SEEDING OR STABILDATON DETAIL.
3. THE GC HAST DAYS FROM INMATDN OF STARLIUTR)N TO COMPLETE SQL PREPARAMN, SEEDING, MULCHING, AND ANY OTHER REOUIRED ACTNITIES RELATED
TO THE PLANTING AND ESTABLISHMENT OF VEGETATION. THE GC ALSO HAS T MAYS FROM INITMTION OF STAsILWTON TO COMPLETELY INSTALL
NONVEGETATED MEASURES. IF UTILIZED,
4. SOILS MUST BE PREPARED BEFORE INSTALLATION OF SOD OR SEED.
S AT THE COMPLETNM' OF GRWND-DISTURBING ACTIVITIES THE ENTRE SDE MUST HAVE PERMANENT VEGETATIVE COVER MEETING VEGETATNE DENSITY
REQUIREMENTS IN THE GENERAL PERMT, OR MULCH PER LANDSCAPE PLM, IN ALL MEAS HOT COVERED BY HARDSCAPE (STONE PAVEMENT. BUILDINGS, ETC.).
B SEEDED AREAS SHALL. BE PROTECTED WITH STRAW MULCH. HYDRAULIC MUCH OR A ROLLED ERORR]N CONTFLQ PROOUCT. STRAW MULCH MUST BE TACKIFIED
OR CRIMPED BY DISC OR OTHER MACHINERY, AND ROLLED ER0.510N CONTROL PRODUCTS MUST BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. ONLY
ROLLED EROSION CONTROL PRODUCTS ARE PERMITTED TO BE USED IN FLOW CONVEYANCES.
i. ALL AREAS TO BE SEEDED MUST MEET TOPSOIL DEPTH PH AND ORGANIC CONTENT REQUIREMENTS.
S. FINAL SI STABILIZATION IS ACHIEVED WHEN PERENNIAL VEGETATNE COVER PROVIDES PERMANENT STABLIZATON WITH A UNIFORM DENSITY GREATER THAN
TO PERCENT OR AS REWIRED BY THE NC GENERAL PERMT (SEE MAJOR ELEMENTS THIS SHEET)NER THE ENTRE AREA TO BE STABILIZED BY VEGETATIVE
COVER THIS AREA IS EXCLUSIVE OF AREAS THAT ARE COVERED WITH ROCK (CRUSHED GRANME, GRAVEL. ETC.) OR LANDSCAPE MULCH, PAVED OR HAVE A
BUILDING OR OTHER PERMANENT STRUCTURE ON THEM.
PIO
�> /1/:11►
`1 7j►
u aJ
SKI�rMER BAST=NO�wr _ r. �s M...s
sDrowc v 11RWRq rNmF FROM PFHrmLvwM [RDBION AWD sRnm Pauulcn canlMA NA4u.4 NMQI moo. �� � s e
C=0FMONRI
SKAL4fER
rvcnYEs%ucna'rA)nT1®vE DH[AII, 0321.01
1. EROSION CONTTROL MEASURESSHALLBEINSTALLEDPRIORTOOLEAPoNOOPERATONS.
NO LARD DISTURBING ACTIVITY EXCEPT TAT WIIDH IS RECURRED TO INSTALL EROSKI4
CONTROL MEASURES, MAY COMMENCE PRIOR TO APPROVAL OF CERTFlCATION FORM t-01
BY THE ENGINEERING DIRECTOR.
2. ANYFALURETOMNNTAN EROSION CONTROL MEASURES WILL RESULT IN APPROPRIATE
ENFORCEMENT ACTIONS IN ACCORDANCE WITH THE CITY OF MONROE EROSION AND
SEDIMENTATION CONTROL ORd14ANCE. THE MONTH CAROUNA SEDIMENTATION
POLLUTION CONTROL ACT aF 1BTJ (NCGS CHAPTER I IN, ARTOLE 4). AND THE MONTH
CAROLINA ADMNST RI CODE TRE 1SAV DEPARTMENT OF EN HRONAENT MD
NATURAL RESOURCES CHAPTER 4.
J. IF FAILURES TO MAINTAIN EROSION C MYR0. MEASURES ARE HOT CORRECTED. THE CITY
OF MIOROE WILL INMATE ENFORCEMENTACTION AS AUIHIORIM IW THE QTY COOS OF
ORDINANCES.
4. ANY EXISTNGSTREETSTMTAREARFECTEDBYMUD.MMB .MSEdMEWSHALLSE
CLEANED WITHN 24 H SOL NOTICE. IF THE STREETS ARE NOT CHEANED WITHAL 24
HOURS OF NOTICE, THE QTY MLL INMATE CLEANING AND BLL THE DEVELOPER IN TIE
PMWNT OF CURRENT POLICIES. - A NEW SUBDIVISION, THE QTY OF MON ECE SHALL
NOT ACCEPT THE PoOHTOF-WAY FOR MNNIERANCE UNTIL ALL OLTISTANDIG BILLS ARE
PAD IN FUl
5, SIZES DISTURBING ONE ACRE OR MORE ARE SUBJECT TO REQUIREMENTS OF NPOES
GENERAL PERMIT ACG -00.10.!100. NONCOMPLIANCE OF THIS PERMT MLL BE SUB.ECT TO
ENFORCEMENT BY THE BASION GE WATER QUALITY FOR ANY VICEATRDNS.
CITY of MONROE EROSKMI CONTROL
POND X
CLEANOUT CAP
3.0"
POND NO.2
SCREW TYPE PLUG
POND NO.3
6' PVC (SDR 25)
6' PVC
IfAupFa na lO'ukaa ink
-FITTING
Sb 4:l or Muter 11
ORIFICE INVERT
ERMAANENT
POOL
Norc, eTe*q br pmnK4en BId H(jW
NOTE:
Zonn
MOLE IN OUTLET
STRUCTURE MUST
CJW
BE CUT LARGE
ENOUGH FOR THE
E PVC (SDR 26)
RILL %DIA HOLE
PIPE. SEAL HOLE
IN 6' PVC CAP
BY USING WATER-
PROOF GROUT.
TYPICAL SUBMERGED ORIFICE
(ALL PONMI
QQTLET CONEIGURA-00N
1. EROSION CONTTROL MEASURESSHALLBEINSTALLEDPRIORTOOLEAPoNOOPERATONS.
NO LARD DISTURBING ACTIVITY EXCEPT TAT WIIDH IS RECURRED TO INSTALL EROSKI4
CONTROL MEASURES, MAY COMMENCE PRIOR TO APPROVAL OF CERTFlCATION FORM t-01
BY THE ENGINEERING DIRECTOR.
2. ANYFALURETOMNNTAN EROSION CONTROL MEASURES WILL RESULT IN APPROPRIATE
ENFORCEMENT ACTIONS IN ACCORDANCE WITH THE CITY OF MONROE EROSION AND
SEDIMENTATION CONTROL ORd14ANCE. THE MONTH CAROUNA SEDIMENTATION
POLLUTION CONTROL ACT aF 1BTJ (NCGS CHAPTER I IN, ARTOLE 4). AND THE MONTH
CAROLINA ADMNST RI CODE TRE 1SAV DEPARTMENT OF EN HRONAENT MD
NATURAL RESOURCES CHAPTER 4.
J. IF FAILURES TO MAINTAIN EROSION C MYR0. MEASURES ARE HOT CORRECTED. THE CITY
OF MIOROE WILL INMATE ENFORCEMENTACTION AS AUIHIORIM IW THE QTY COOS OF
ORDINANCES.
4. ANY EXISTNGSTREETSTMTAREARFECTEDBYMUD.MMB .MSEdMEWSHALLSE
CLEANED WITHN 24 H SOL NOTICE. IF THE STREETS ARE NOT CHEANED WITHAL 24
HOURS OF NOTICE, THE QTY MLL INMATE CLEANING AND BLL THE DEVELOPER IN TIE
PMWNT OF CURRENT POLICIES. - A NEW SUBDIVISION, THE QTY OF MON ECE SHALL
NOT ACCEPT THE PoOHTOF-WAY FOR MNNIERANCE UNTIL ALL OLTISTANDIG BILLS ARE
PAD IN FUl
5, SIZES DISTURBING ONE ACRE OR MORE ARE SUBJECT TO REQUIREMENTS OF NPOES
GENERAL PERMIT ACG -00.10.!100. NONCOMPLIANCE OF THIS PERMT MLL BE SUB.ECT TO
ENFORCEMENT BY THE BASION GE WATER QUALITY FOR ANY VICEATRDNS.
CITY of MONROE EROSKMI CONTROL
POND X
POND NO. 7
3.0"
POND NO.2
3.0"
POND NO.3
3.0"
TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE
ALL IAND DISTURBING HORN IN ACCgtDANCE WITH ANEROSION CONTF
REWEWIED ANDARPROVED BY THE CITY CA MONROE ENGINEERING DEPT
...,4 �Rm. I r• �.,4a .. r ,. ..oa �."
2. A GRADING PERMIT SHALL BE OBTNNED FROM THE CITY OF MONRCE ENGNEERIG
DEPARTMENT PRIOR TO SE -NTNG SITE WORK.
S. ERCSDN CONTROL MEASURES SHALL BE INSTALLED BY THE DEVELOPER ARD INSPECTED
BY THE CITYCF MONPCE ENGINEERING DEPARTMENT FOR COMPLIANCE PRIOR TOANY
LAND DISTURBING ACTIVITY.
4. ALL PERMANENT EROSION CONTROL MEASURES SHALL SE INCORPORATED INTO THE
VDRK AT TME EARLIEST PRACTICAL TME.
5. ALL TEMPORARY MEASURES SHALL BE MANTANED UNTIL THE PERMANENT MEASURES
HAVE TAKEN EFFECT OR ARE APPROVED FOR REMOVAL BY THE CITY OF MONROE
ENGINEERING DEPARTMENT.
B TEMPORARYMDPEMANENTMEASURESSHALLBECWRdN DMPROVIDE
EFFECTIVE AND CVNRNUOUB EROSION CONTROL THROUGHOUT THE CONSTRUCTION MO
PCOT{ONSTRUCTON PERIOD l0 MNMZE SILTATION OF STREPMB. LAKES. RESERVQRs,
AND OTHER MPOL TENTS. GROUND SURFACES. AND OTHER PROPERTY.
TEMPORARY MEASURESSWLLLREM ININ
APPROVES CERTFlGTION FORM 14TH RN
ff�i`l
x'-11- - - -
1=a=n=n=n ii:=u=n=n=u=u
ywr.Ff MFmm
CITYOFMONROE
BAFFLE BVSTALLlTTON
�cnvaERDvcD�,EJEtaaNl DHTAII.03.13.02A
NOTES:
1. IF dSTmBING 1 ACRE IX3 MORE, ADD THIS NOTE: AS REQUIRED By THE CODES GENERAL
FIE MIT N00010000, ALL PERIMETER DINES. BWALES, gTCHIES. PERIMETER SLOPES AND
ALL SLOPES STEEPER THAN 3 MOPoZONTAL 101 VERTICAL (3:1) SHALL BE PROVIDED
TEMPORPAY OR PERMANENT STABLIIATON MITI GROUND COVER AS BOON AS
PRACTICABLE BUT IN ANY EVENT WITHAL i CALENDAR DAYS FROM THE UST LAND
DISTURBING ACTVTtt. ALL DINER DISTURBEDAREAS sRALL BE FRONDED TEMPORARY
OR PERMANENT STABIIYATON MTH GROUND COVER PS BOON AS PRA
EPMT NCG010000 UNDER SF
2. ND HAND gSTARBMG ACTIVITY. EXCEPT THAT WHCH IL REQUIRED TOINSTALL EROSION
CdI1ROL MEABlRRES. MAY COMMENCE PRIOR TO AFPRWALBY TIE ENGINEERING
DIRECTOR OF CERT -TON FOfUA I.H.
J. ApdINMML EROSION COLfiROL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC
SITE CONg1Kll5.
4. CONTACT THE CITY OF MOIJROE ENGNEEPoNG DEPARTMENT. AT TW -282515. FOR
PRECONSTRUCTCN MEETING PRIOR N ANY LAND DISTURBING ACTMn.
B. REMdJE ALL TEMPORARY EROSION CONTROL DEVICES AND STRUCTURES ONLY AFTER
BITE IS FULLY STAN -D AND APPROVAL HAS BEEN OBTAINED FROM THE CITY OF
MDIROE ENGINEERING DEPARTMENT.
B. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCDItgV4CE WITH THE CITY OF MONROE
STANDARD SPEQFlGTRJNS AND OETAL MANUAL. PND TRE NCDENR EROSION AND
SEdMENTATON CONTROL PIANNNGPND CESIGN MANUAL. LATEST EgTON.
]. FOR PHASED EROSION CONTROL PIANS, THE CONTRACTOR SWLLL MEET MTtTME
EROSION CONTROL SPECIALIST PRAM 10 COMMENCING EACH PHASE OF EROSION
-m- UR".
B. SITE GRADING IS ID BE COVERED UNDER THE GENERAL STDItMWAaRPERMINCG010000.
ANY HAND DISTURBING ACTVItt > 1 ACRE REWIRES CCMPLANCE WITH ALL CONgIDNS
CA THIS GENERAL PERMIT UNDER THE NPDES. ANY MNJE. PUANCE IS A VIOGTpN OF
111E CLEAN WATER ACT AND MAY REOURE ENFORCEMENT BY HCDENR,
B. CONIRACTOIE IB TO KEEP STREET CLEAR OF MUD MDOTiFF DEBRIS PER TIE CITY OF
Md4ROE MUD ORDINANCE. TRE VII, PARAGRAPH ]1N.
10. THF PROFESSIONAL ENGINEER RfDI51ERED MIH TIE STATE OF NORTHCAROLIW WHD
PREPARED THEE EROSION CONTROL PLAN IS SOLELY RESPONSIBLE FOR IDENTIFlGTON
AND LOCATION OF ALL ENVIRONMENTAL VRETLMpS, PERENNIAL AND INTERMITTENT
STREAMS AND BUFFERS SHOWN ON THE PLANS.
11. TRE QTY Of MIXAROE ISNOT RESPONSIBLE FM TIE ACCURACY MD ADE0114CY OF THE
DESIGN, gMEN$KNVS, AND ELEVATIONS, WIiN:H sWALL BE CONFIRMED AND CORRELATED
AT THE JOS SITE. THE CITY OF MONROE, THROUGH THE APPROVAL OF THIS DOCUMENT.
ASSUMES NO RESPONSIBLIn FOR THE ACCURACY OF THIS
DIJCLMENT.
12. SILT BACKS MALL BE PLALFDIN BASINSIINLETS ALONG ROADWAYS AFTERINMIAL ASPHALT
SURFPCE 1NORK IS COMPLETED.
13. THE FlNANQALLY RESPONSIBLE PARTY/AGENTdi TRE IANDOWNERIPOENT OFAfANO
DISTURBING ACTIVITY > ONE ACRE Is REQUREO TO SELFJNSPECTTIE PROJECT. A SELF
INSPECTION, AB WELL PS OOCUMENTATON OF A PROJECTAFIER EACH PHASE OF TIE
PRDJECT.IS REQUIRED.
14. IF ANY E%CESS SOIL IS RAULED OFFSITE OR IMPORTED ITMUST BE TO AND FROM AN
gPPROVED PERMITTED SITE.
CTICABLE BUT IN
GROUND STABILDATON TIME
N�
V n�
a °
w
n4
w �
0
yF
4
0
,e',o,CAllo
Y� g��a
BE
'T'GINEE
y09 � Cg
,
IF R,
SM111NPN0
RK
pe£�b
�BttQ
Q
O
a
z w
U
� W z Hz
z py O
c
Ix
o w� x
�o94
O1tOlMD STABILIZATION TIMEFRAMES
vile Orn DANeri SRiivArbR
Time6Rn4
1'mme_iadlev FwdeFrl ion )
-Ili
Nuc
n- uul4. WrtMIIB 2os4 7DR.I
N4vc
RbP4.M«Psr llr 3:1 7DRn
IfAupFa na lO'ukaa ink
Ful rIRm 2'1 Id do Art RbrWN
Sb 4:l or Muter 11
]dAw for aWM SO'uk
NI dM amA witR sbpes IIoVa H I1R11
Norc, eTe*q br pmnK4en BId H(jW
NRRn 4:1
Zonn

MISCELLANEOUS EROSION & SEDIMENTATION CONTROL NOTES:
MANAGEMENT STRATEGIES
A. THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF PIANS AND DETAILS, THE PLAN NOTES
AND SEQUENCE, ATTACHMENTS INCLUDED IN SPECIFICATION SECTION 2370 (SWPPP), PLUS THE PERMIT AND ALL
NOTE:
I. ALL EROSION CONTROL DEVICES SHALL BE LAREFILLY MAINTAINED
SUBSEQUENT REPORTS AND RELATED DOCUMENTS.
THE
SUPERSEDE
7114 sTABK)UTroN TIMEFRnMES As SHOWN w THE -I ELEMENTS NOTES sHAu
LESS STRINGENT STABILIZATION TIMEFRMIES ON IHEPUNS AND OETAxS.
THRO IMuT CONSTRCTIOI CONTRACTOt SHALL PERFORM WEEKLY
INSPECT [ONS TWICE A VEIX AND INSPECTIONS WITHIN 2{ HOURS
B. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH EROSION AND SEDIMENTATION CONTROL SHALL OBTAIN
ALL MEASURES STATED ON THIS PLAN, AND IN THE STORMWATER POLLUTION
AFTER EACH RAINFALL EVENT ff 0.5 INCHES O( GREATER
A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND THE STATE OF NORTH CAROLINA NATIONAL
PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO
NOTE:
CWMACT1R IS RESPONSIBLE FOR KEEPING AN INSPECTION AND
POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT(NPDES PERMIT) AND BECOME FAMILAR WITH THEIR
LONGER REOUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF
GROUNDCOVERSTABILIZATIONSHALLBE INACCORDANCEWRHNPOESCON$TRUCTpN
STORMWATER ANDPERMANENTGRDUNDCOVERFORALI
HAINTFIHANCE LOG DANA® OR INEFFECTIVE DEVICES SHALL BE
CONTENTS.
THESITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED
GENERU PERMIT NCGOIDDDD
OISTUReEOAREAS wITHN is WORKING DAYSORS ENDAR DAYS(FN_IRERIS
RWAIRED OR REPLACED, AS NECESSARY.
BV A QUALIFIED PERSON IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR THE
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
C. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP.) AS REQUIRED BY THE SWPPP, ADDITIONAL
APPLICABLE PERMIT, WHICHEVER IS MORE STRINGENT, AND REPAIRED IN ACCORDANCE
2. CRATING CORTRACTOR SHALL BE RESPTION AND MA Nt Al ). ENT
ON AND MAINTENANCE). GENERAL
CONTROL MEASURES (AVE
BEST MANGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDTIONS AT NO ADDITIONAL COST TO
WITH THE FOLLOWING:
CONTRACTOR SHALL HAVE SIQQRVISORY RESVONSIB[LITIES OVER
SUPERVISORY
OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. THIS INCLUDES REPAIRS AND ADDITIONAL EROSION CONTROL
1, INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF
GRADING CONTRACTOR.
MEASURES AS DIRECTED BY THE STATE, ENGINEER, OR TENANT.
THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION.
SEEDING SCHEDULE:
3. ALL RIP -RAP SHALL BE DUE -ED RIP -RAP IN ACCOiDANCE WITH THE
D. BEST MANAGEMENT PRACTICES (BMPs) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE OR LOCAL
NORTH CAROLINA STATE HIGHWAY DEPARTMENT STANDARD
OR MANUAL OF PRACTICE, AS APPLICABLE CONTRACTOR SHALL IMPLEMENT ADDTIOWIL CONTROLS AS
2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, LATEST EDITION.REQUIREMENTS
PIECES SHALL BE NO LARGER THAN 24 INCHES
DIRECTED BY PERMITTING AGENCY OR OWNER.
MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED.
DATE TYPE PLANTING RATE
4. ALL SLtPES THAT ARE 31 1 OR GREATER SHALL BE STABILIZED
E. SITE MAP MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING
3.S LT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED.
AUG 15- NOV 1 TALL FESCUE 300 LBSIACRE
WITH EROSION CONTROL FABRIC (NORTH AMERICAN GREEN S150 OR
STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES.
SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ON -HALF THE
NOV 1 -MAR 1 TALL FESCUE & ABRUZZI RYE 300 LSSIACRE
EQUAL) ACCORDANCE WITH THE NORTH CAROLINA HIGHWAY DEPARTMENT
W.) IAN
HEIGHT OF THE SILT FENCE.
MAR 1 -APR 15 TALLFESCUE 300 LB&ACRE
FOR HIGHWAY AI CONSTRUCTION, LATEST
STANDARD SPECIFICATIONS ARE
EDITION. ALL STORES ARE TO BE IW11NTAi/ED.
F. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL
APR 15 -JUN 30 HULLED COMMON BERMUDA GRASS 25 LBSIACRE
PERMIT.
4. THE CONSTRUCTION EXITS SWILL BE MAINTAINED IN A CONDITION WHICH WILL
JUL 1 -AUG 15 TALL FESCUE d BROWNTOP MILLET 125 LBS/ACRE (TALL FESCUE);
5. GRASSING SHALL BEGIN AS SAN AS ERASING IS COMPLETER NKMENT
TEMPoRARY GRASSING MAY BE REWIRED SHOULD EMBANKMENTS BE
G. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL
PREVENT TRACKING OR FLOW IN MUD ONTO PUBLIC CTION EXITS AS. THIS MAY
REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION EXITS AS CONDITIONS
OR SORGHUM -SUDAN HYBRIDS- 35 LBS/ACRE (BROWNTOP MILLET)
UNDER CONSTRUCTION FOR EXTENDED PERIODS
ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA AND AREA FOR
DEMAND.
30 LB&ACRE(SORGHUM-SUDAN HYBRIDS
6. SHOLD THE LOCAL JURISDICTIONAL CONDUCT A SITE INSPECTION
LOCATING PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES.
5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION
FOR SHOULDERS, SIDE DITCHES, SLOPES (31 TO 2:1)
AND PRODUCE A LIST O' DEFICIENCIES, THE CONTRACTOR SHALL ADDRESS
THE ITEMS WITHIN T Y IX
THE TIME NOTED H THE JURISDICTION.
H. ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING, TC IIA A
E I I ETC.) SHALL BE DETAINED AND
SUI KING AND STORAGE. THIS MAY
TABLE FOR PAR REQUIRE PERIODIC TOP DRESSING
( )
PROPERLY TREATED OR DISPOSED.
OF PARKING AREA A
THE TEMPORARY S CONDITIONS DEMAND.
MAR 1 -JUN 1 SVVRCHGRASS OR SPLITBFARD BLUESTE 50 LBSIACRE SWITCH
( GRASS OR SPLRBEARD);
7. ALL EXCAVATED MATERIALS TO BE USED OR SITE ALL DEMOLISHED
MATERIALS AND WASTE MATERIAL TO BE TRUCKED ffF SITE
I. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR
6. OUTLET STRUCTURES IN THE SKIMMER BASINS SHALL BE MAINTAINED IN
USE THE FOLLOWING COMBINATIONS:
MAR 1 -APR 15 ADD TALL FESCUE 12D LBSIACRE
a. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS
READILY AVAILABLE TO CONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS.
OPERATIC CONDITIONS AT ALL TIMES. SEDIMENT SHALL R M
NAL E REMOVED FROM
MAR 1 -JUN 30 OR ADD WEEPING LOVE GRASS 10 LBSIACRE
AS REWIRED FOR BORROW AREA (IF NEEDED),
SEDIMENT OR TRAPS WHEN THE SEDIMENT REACHES
I ENT BASINS C ES ONE FOOT IN BOTTOM OF
I
MAR 1 -JUN 30 OR ADD JULLED COMMON 25 LBS/ACRE
J. DUST ON THE SITE SHALL BE CONTOL THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC
I
BASIN.
9. ALL SLOES SHOWN ARE 3, 1 UNLESS NOTED OTHERWISE.
LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROBHIBITED.
TI
BERMUDA GRASS
7. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN
JUN 1 -SEPT. i TALL FESCUE d BROWNTOP MILLET 120 LBSIACRE (TALL FESCUE);
10. THE STORM TRAIN SYSTEM IS TD BE FLUSHED AFTER THE SITE
IS STABILIZED. ALL PAVEMENT SHALL BE DASHED CLEAN O- DIRT.
K RUBBISH, TRASH GARBAGE, LITTER OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS,
AND END AS QUICKLY AS POSSIBLE.
OR SORGHUM -SUDAN HYBRIDS- 35 LBS/ACRE (BROWNTOP MILLET)
MATERILAS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORMWATER
30 LBSIACRE HUM -SUDAN HYBRIDS
11. THE CONTRACTOR SHALL INSTALL SILT FENCE AND/OR OTHER
DISCHARGE INTO DRAINAGE DITCHES OR WATER OF THE STATE.
e. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED ASA FIRST
E STEP IN GRADING
SEPT. i -MAR 1-TCHGRA- OR SPLITB-RD BLUESTE 70 L. -RE (SWITCHGRASS OR SPLITBFARD);
EROSION CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
EROSION DOLING CONSCONTROL
L ALL ER POLLUTION PREVENTION MEASURES PRESENT ON THIS PLAN AND IN THE STORMWATER
AND ED AND MULCHED IMMEDIATELY FOLLOWING N
WILL BE SEED VM INSTALLATION.
AND TALL FESCUE 120 LBSIACRE TALL FESCUE'
TIO PREY
POLLUTION PREVENTION PLAN SHALL BE INITIATED AS SOON AS PRACTICABLE.
9. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW IMMEDIATELY AFTER
NOV. 1 - MAR 1 ADD ABRUZZI RYE 25 LBSIACRE
DEVICES SHALL
I? . ALL EROSION WRRa DEVICES SHALL HE PROPERLY
MAINTAINED DOLING ALL PHASES OF CONSTRUCTION UNTIL THE
GRADING.
CONSULT ENVIRONMENTAL ENGINEER FOR ADDITIONALINFORMATION O NATION CONCERNING OTHER
COPLETIOR O' ALL LORSTRUCTIOR ACTIVITIES ANO ALL DISTORHET
M. DISTURBED PORTIONS THE SITE WHERE U T A Y
I CION CTIVIT HAS STOPPED SHALL BE TEMPORARILY
10. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARK F
ED BY LAGS,
ALTERNATIVES FOR VEGETATION O A
F DENUDED REAS. THE ABOVE VEGETATION RATES ARE THOSE
E HAVE BEEN STABILIZE& ADDITIONAL LIXTROL DEVICES MAY
BE REQUIRED
BE RECO IRm OILING CONSTRUCTION IN ORDER TO CONTE EROSION
R AREAS SHAL
SEEDED, MULCHED, OR THE LA D.THES TRUCTIN SHALL BE SEEDED, MULCHED, OR STRAINED NO LATER THAN 7
CALENDAR DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRING IN SLOPE AND PERIMETER AREAS.
SIGNS, ETC.
WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
AND/OR OFF-SITE SEDIIENTATIIX
N. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE
11. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND
-TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
l3. THE CBACKINGOt SHALL TAKE NECESSARY ACTION TO MINIMIZE
THE TRACKING Or IIID ORO THE PAVED ROADWAY FROM CONSTRUCTION
PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED, MULCHED, OR STRAWED NO LATER THAN 7 DAYS FROM THE
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE
AREAS. NE CONTRALTO( SHWA DAILY REMOVE MLAO/SOIL FROM
LAST CONSTRUCTION ACTIVITY OCCURRING IN SLOPE AND PERIMETER AREAS AND NO LATER THAN 14 WORKING DAYS
FESCUE MAY BE SHADED OUT.
PAYEMEM AS MAY HE REWIRED.
FOR AREAS FLATTER THAN 3:1. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN.
12, AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS WILL
BE CLEANED UP AND REMOVED, AND THE SEDIMENT BASINS WILL BE CLEANED OUT AND
MIXTURE:
O. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTUCTION EXITS IS NOT SUFFICIENT TO REMOVE THE
CONVERTED TO PERMANENT STORMWATER MANAGEMENT PONDS.
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
MAJORITY OF THE DIRT OR MUD, THEN THE TRUCK TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER THE PUBLIC
FERTILIZER: 1,000 LBS/ACRE-10-10.10
GRASSING
ROADWAY. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE
SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. ONLY USE INGRESS/EGRESS LOCATIONS AS PROVIDED.
SUPERPHOSPHATE' 500 LBSIACRE-20%ANALYSIS
MULCH: 2 TONS/ACRE •SMALL GRAIN STRAW
1. AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS OF SITE
P. ALL MATERIAL SPILLED, DROPPED WASHED OR TRACKED FROM VEHICLES ONTO ROADWAY OR INTO STORM DRAINS
ANCHOR: ASPHALT EMULSION AT 3DD GALS/ACRE
WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING, CRUSHED
MUST BE REMOVED IMMEDIATLEY.
STONE SURFACING OR STRUCTURES. GRASSING SHALL INCLUDE FINAL
TEHwR,wr sEErINc
SHAPING, LIMING, FERTILIZING AND SEEDING.
0. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE SEDIMENT TRAPS,
BASINS, AND DETENTION POND, SEDIMENT COLLECTED ALONG SILT FENCING, AND ANY SEDIMENT THAT MAY HAVE
IATEs PER RAxraIG dTEs RE.uNIs
2. LIME SHALL BE AGRICULTURAL GRADE, GROUND LIMESTONE. GROUND
COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THESTABILIZATIONm.000-PE-13
OF THE SITE.
BlavN MOP MDET Coles. +'+ans aHac DENSE covER
LIMESTONE SHALL CONTAIN NOT LESS THAN 88% OF CALCIUM CARBONATE
R. ONSITE AND OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND
RIEGN ssIANN-) wLes. vol -Tuts m.000sEEDPERPOunD
CONTENT EQUIVALENT AND SHALL BE SUCH A FINENESS THAT 90% WILL
SEDIMENTATION THROUGH IMPLEMENTATION OF BMP.. STOCKPILE AND BORROW AREA LOCATION SHALL BE NOTED ON
wxOT usE IN..
PASS THROWN A NO. 10 SIEVE AND NOT LESS THAN 50% THROUGH A
THE SITE MAP AND PERMITTING IN ACCORDNACE WITH GENERAL PERMIT REQUIREMENTS.
CHANNEL INSTALLATION
alE TMOW tm L� IR.+•+v+ Ism sD PEI PouNo
No. 50SIEVE.
APLICACIONES PARA CANALES Coro
S. SLOPES SHALL BE LEFT IN ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES
aTS IALOW r+s+u+ss +s.umsrEos PEIPaND
Axe Les USENPRODUCTNE SOLS
3. FERTILIZER SHALL BE GRADE 10.10.10 COMPLETE FERTILIZER OF
AND EROSION.
NOTE:
UNIFORM COMPOSITION, FREE-FLOWING AND SUITABLE FOR APPLICATION
T. DUE TO THE GRADING CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE
NORTH
AMERICAN
. �� () �+
y )
USE 1P1610 FERTILRER FOR TEMPORARY OR0.5a1NGAT 5m LBalAO,
MOPS HES.ING RATE DATA TE
WITH EQUIPMENT, DELIVERED TO SITE IN BAGS LABELED WITH
RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION AND
GREEN
.... ::%
.
STROGEN
OF 2 TO
eTRAw MULCH SHALLBE APPLIED ATARATE OFxroMVAcaE
FN
MANUFACTURER'S GUARANTEED ANALYSIS. AND SHALL CONFORM TO ALL
POLLUTANT DISCHARGE.
-:..:':::::..
_
STATE AND FEDERAL REGULATIONS.
I.
4. SEEDS SHALL BE MIXTURE AS APPROVED BY THE ENGINEER AND SHALL
Standard Notes
�� '••• ©�
PERMANENT SEEDING, SOD OR MULCHING
MEET REQUIREMENTS OF SEED LAWS OF THE STATE AND THE US
1. If necessary, slopes, which exceed eight (6) vertical feet should be stabilized with synthetic
/ •;� („ s
N.r.s.
DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER FEDERAL
or vegetative mats, in addition to hydroseeding. It may be necessary to install temporary slope
'
SEED ACT IN EFFECT ON DATE BIDS ARE RECEIVED. SEED SHALL BE
drains during Construction. Temporary berms may be needed until the slope is brought to
W16
DELNED IN STANDARD CONTAINERS. SEED WHICH HAS BECOME WET ,
grade.
MOLDY ORER DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE.
5. MULCH SHALL CONSIST OF SMALL GRAIN STRAW OF GOOD QUALITY,
2. Slope stabilization measures Shall be Initiated a5 SOOn a5 practicable in portions Of the Site
K.7Y• '::•:
CLEAN, FREE OF NOXIOUS WEEDS, AND REASONABLY FREE OF OTHER WEEDS.
where construction activities have temporarily or permanently ceased, but in no case more
P N P Y
_ - - -+ •"9:•"= '
� _ _
SPREAD MULCH AT A RATE OF 1 TON PER ACRE ON SLOPES UP TO 8.0 %
than fourteen (14) calendar days after work has ceased.AND
_
AT A RATE OF 1-1/2 TONS PER ACRE FROM 8.0 % UP TO A SLOPE
Faoaac "^rn.w" o uc naa®a uo m Mair, .sl mR o..o-®mor
OF 3 TO 1.
2A. Perimeter dikes, sweles and ditch stabilization measures shall be initiated as soon as
w -A
practicable in portions of the site where construction activities have temporarily or permanently
6. SPREAD LIME AT A RATE OF 3,000 LBS. PER ACRE.ceased,
but In n0 Ca50 more than seven (7) calendar days after WOfk has Ceased.
wA'aQ*=m as �� NAlaa
• •
7. FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY ATA RATE OF 1,000
LBS. PER ACRE AND SHALL BE INCORPORATED INTO SOIL TO A DEPTH OF
3. All sediment and erosion Control devices shall be inspected at least once every 7 days and
naliela�il[ om arae IFIMam aoen s w.m THar>t as of n. man mn mavaroN ro TK wa+Aaww atN+e FwtDaa
::;o-.04-1�Ler�a�wc .M ..• r o0 0l Is aB ow,.,.. ILS A Daae �. v awu" ,.nmm .• (la a4
• • •
'
•'
AT LEAST 2' BY DISKING AND HARROWING.
within 24 hours of the end of a stone event of 0.5 inches or realer. If site inspections Identi
g P identify
amo
A w M m a aa: aav aer i �� wa A v a aAwnoim� +r w m wrlr . A r
M.
(.a M
- - - J
&MPs that are damaged or are not operating effectively, maintenance must be performed as
om aaw naoL
+a M � �
a elAmrt ae.ma rs . awrao M..a.wnr r e• w +>, a4 w ew.m R.D .ra swam
.
;
soon as practical or as reasonably possible and before the next storm event whenever
a ma000
T. =1i 1i a' __N*1'p-l" a®L Cor.
'• .vert wR • 6>v o,,,a-
8. SPREAD SEED ATA RATE AS NOTED ON THE DRAWINGS.
practicable.,+.
Ua aw omw o+o+ Ewe. �,,,
MA�o 6 soaaryvaa rs.ovw¢. it (x oA ..Cort w . r oa aq ®a r Ha aq
=
9. IMMEDIATELY AFTER FERTILIZING AND SEEDING HAVE BEEN
COMPLETED, ENTIRE AREA SHALL BE COMPACTED BY MEANS OF A
4. Provide silt fence and/or other control devices
I , as may be required, to control soil erosion
w'"m aw Cow ua v awu a aaa mrww arca nlr r (ta M ev w®wr ro rowar woa ++[ ..Coma.
-
_ Q
CULTIPACKER, ROLLER, OR APPROVED EQUIPMENT WEIGHING APPROXIMATELY
during utility Construction. All disturbed areas shall be cleaned, graded, and stabilized With
NO`a101 rowlwawu. >
90 LBS. PER LINEAR FOOT OF ROLLER USE OF SPECIFIED MULCH,
grassing Immediately after the utility installation. Fill, Cover, and temporary seedingat the end
gaol I� waa ,K oMNeL aM.a�
�rtov>a
_;
_ -_ -- _ - _ -- - _
- -
APPLIED AT A RATE Of 1 - 2 TONS/ACRE (USE THE HIGHER RATE FOR 3
of each day are recommended. If water is encountered while trenching, the water should be
ar.n
` ama WA,m a.S,waieaa aaw ,Cow
^ A/r �'"�.aTi
leaaar ro
�_'�-- �`�`��-`��--'.'
TO 1 SLOPES OR GREATER), WITH ASPHALT EMULSION TYPE SS -1, MS2.
filtered to remove any Sediments before being pumped back into any Waters of the State.
aw aam
RS -1, OR RS2, SHALL BE USED TO PROTECT SITE AGAINST EROSION.
i
wo arm
Baa
5. All erosion control devices shall be properly maintained during all phases of construction
I� w oaa
s r'wA `a"mo
o +tE..aT a .
RAAPP
10. ARS THAT REQUIRE RE•FERTILIZATION ANDWR RESEEDING WILL
until the Completion Of all Construction activities and all disturbed areas have been stabilized.
¢ um IIIA
lar IP sQ AN t1Op`a o n..mn•"I'�E
ar rVv.wrIN IN.ml+al� '"
BE DESIGNATED BY THE ENGINEER. WHEN ANY PORTION OF SURFACE
R
Additional control devices may be required during construction in order to control erosion
Co
an wo wwa t�
BECOMES GULLED OR OTHERWISE DAMAGED FOLLOWING SEEDING, OR
and/or offsite sedimentation. All temporary Control devices shall be removed once ConsWction
Po ry
"Co�/wg` 4g'�0 'N"'� "°++moo M.nla�e oe o� romrAllE Fo.IA Com. mw e.a Cow au-o-®o>e.c
m.
SEEDLINGS HAVE BEEN WINTER -KILLED OR OTHERWISE DESTROYED,
Is Complete and the site IS stabilized.
a.
aA Hawes ml u uoe oT A.a Iwo, aoa (I��o
q�W U' `�' w aen s`u s1 a�amla�eel`�{ mrw+e u
Aa) gnrt�E�n
BE
eFaanB
+amara
AFFECTED PORTION SHALL BE REPAIRED TO REESTABLISH CONDITION AND
w �m mil
a CowI'aw+wor (:v o0 u« w u o�w.: Two maoo w um`�'iwalOa tea` M `� �`
4
GRADE OF SOIL PRIOR TO SEEDLING AND SHALL BE RESEEDED AS
SPECIFIED ABOVE.
6. The Contractor must take necessary action to minimize the tracking of mud onto paved
Taoa w Iwo. �awwl»`:�A'u :.e. a oa wolo w NN.v.Rmww wow
^aAw ^W'oU' a _ q wwm a ow _w w aww o mr,Fw . Tlra. ¢ cw
n
ml
d
s*"�
roadway(s) from Construction areas and the generation of dust. The contractor shall daily
remove mutllsoil from pavement, as may be required.
ww.ao wwowm
w
aaIIIO°a-
s'+""`T :W= r w. °.Pi+Ea If+oo°�.
o T� x
�� ao aaoe aw+D wTM HI ..w
11. ALL DISTURBED ARRAS ARE TO BE GRASSED IMMEDIATELY AFTER
aoalr (io opalA mmMaw. = `aL`�`(te�all ¢ tivL�c I�al �Us a0 ¢won IR`aIA amwa. u
wia
rtAw nrs+ef/ae¢. la rwraeMe f+oanaTls rw TI[ wlWwlart e+a ow rwm
CONSTRUCTION IN THE S AFTEA� R NO TIME WILL AN AREA BE LEFT BARE
FOR MORE THAN 14 DAYS AFTER COMPLETION OF CONSTRUCTION.
7. Temporary diversion berms and/or ditches will be provided as needed during Construction to
m mAana9nu oml na.reae eIIRaPANela w r -raw- lu oo moamm oa>A w awrW , Dlwvnwe
NOTE
a Xsaaasa�ava a aro m mwe IDnlw auto ter r IMM a Imsrn ro USE _ S1W
(OR
protect work areas from upslope runoff and/or to divert sediment -laden water to appropriate
Coon w+o. a IFrAlco Cora ulA raw. EwN a amim
T' w+�s4 IsI.w u°Y1Mo. owse ox Iww Fm.nl,aa W= Pw .- 00 oD r aw .•glo a Aa m""'a'wlwa A I o a 9 a
wloa
,. Ram. w®I aw.a III- m.a »„a,,, ,., w®„�r aoaella� O APPRO�
traps or stable outlets.as
Ir. oK
A ull. w u oa a oM Cow
`s :
e. Liner, construction debris, oils, fuels, and building products with significant potential for
p1 w N1°a` "@ �'�' ar" o Doo. w w w r e.a oo w I,.ao Lew A,�.aW u ero. maa.9.onE
EROSION CONTROL BLANKET
impact (such as stockpiles of freshly treated lumber) and Construction chemicals that Could be
(SLOPE INSTALLATION)
exposed to storm water must be prevented from becoming a pollutant source in storm water
AT+
discharges.
h
N
Y 4 0o 0o
� wayN a
R VO
Y' pV U
aS
a4
ti
4
Q
i�
Y
d
oPOAESS o0i s g 0£
52a ti � '0
9HJL
i e
sLA �'VGINEEp.TS %.d&
�q�4Nnntlm NL�'pp $���
gt
F (�
W d
zGa O
d �
z WU
C)
W Z E.
Z aO �w
11-x.1 x o
U
Z
--11--+ -H
W O �%] (O F
U
r
� x
I rn
U
PROJECT MANAGER: DJG
DRAWN BY: CJR
PROJECT' DATE: 1/18/18
SCAT : AS NOTED
JOB No.: 20170118
PLOT DATE: 6/15/18
SHEET
D-9
2017068 -CITY

WIDTH OF SPuwAY (W
_II
-III= EMERGENCY SPIL—Y
A_—IIP-11pK
�I
NORTH AN AMERICGREEN
C_ EROSKMJ MATTING
IDR APPROVEDEWAy
SECTION THRU EMERGENCY SPILLWAY
TYPICAL,ALL PONOS)
POND L
POND #1
50'
POND #2
50'
POND #3
5O-'
CONICAL TRASH RACK
�
F1+cRCYo SEE
N
-R T a,
-IIR� 3
_;E
— (6EE DETNLI EL_
_111 P
f
cP oR,w
RIP RAP
~SII=1111-III =I IAI w• WnET ect ,s
1O- wNrRa oM os Pdo
Iar Mr To E rum a, EL w.m
u>•lo MTFIUL IIPr1oMD i oEiau .,,,
A lOS NIOl01 cv E1E elRPtrswaen oexce Rtawm
(SKIMMER BASIN NO. 1)
SECTION THRU PERMANENT WET DETENTION POND #1
(N.T.S.)
R WRR
,° vAR IEwTIia WTmH GF Pow
EME a dKE
YSRLLWAY� ¢,Sb.m Rt ArnwmnvnMrirm
ENERGY dSNPATpx — _ — - TDP lE1rvIAR'Y 9gY11
SEEGETO E _ EdA"BA m9N
REPER 1D d: d)
LE 5x5. ,s lm A'%NSEEPWL✓ SB2m
- (sEE ceTAlll EL.
x°
-IIN6 e
-NG
=11
RIP RAP I1=IAI.AI. l\_ _IAI 1 1 I_cYl_ 2111
=AP_
I 1 tlI=BI�III�
I� 7. I ENT s Rr.
�=1�=1 els>.a mama asn.m ect WART.
KEY MY TO BE FILLED
DTIC MTEAAL APPR01m ISFE OETW As.. o
" IICILS F110lFR
Top a cowRETE IN.ollr.trltt P..,cr M traPYm
(SKIMMER BASIN NO. 2)
SECTION THRU PERMANENT WET DETENTION POND #2
e aEARArvcE
Drq
O CTHICI
CONCRETE
ROW II BARS
ANTI—SEEP COLLAR
.,w.rI�MD
T� Awa
6..0..
Fm a
wr v.o.,,RNn
m sa
I�N.IrM
I..I...Iv
IS
STONE PAD FOR SKIM
w.-TEtRwur F ¢r dM YaW
rtmta.Nta,T
OUTLET CONTROL STRUCTURE—Lrnw.PRaD.
ro ED EOLLLL
AND ORIFICE CONFIGURATION Nuc ewB
i HI eR
POND N0. 1
IN TIE E
HLL BOTTOM.
(N.T.S.)
Y1
'L_ �tYMT.taaaT,PMD�INE �:
3
—� tr sweEUTe
OUTLET CONTROL STRUCTURE ,,. n, LGWD PROD
AND ORIFICE CONFIGURATION rn
I,) GN.aBR
POND NO. 2 Dlalssax
CONCRETE
(N.T.S.) RLLIN THE InnoM.
EMERGENCY SRLLWAr TOP
AW E --
EL
�I _ —I.. wituwwTm. IIA L)1
'ERGr DISSIPATER.ERT fN- — — _ — �taW��'�
ODEL EI Max
SNy1�SNDf Ola
LE SCT. zim ANnsEEPcaLwR ' .ot Ya,Tttow�RY Pt.c..Pr .Pol
—� ISEE DETNL) EL
xU T
IAI — e ' •
�R P—NG ..
RIP RAP IES IEa I? EF I la III3 IEE I. h12nP_BI3nl3nl3n13
IM r
_IIA asd:m sTovacE�.P^ •:i " .P.P mT,w,..R°:.Rw�.,s
�IlCilll=III =0 ,° DI,DET 6D„GM OF POND mt " „r
clsmm corvmpl
QY Mr lD E ruED SIR t1 a,
11lq YATEAK IFPIW= (SEEDETNL) roou.
By 9m DIDiEn TOP OFmrvrnerE
EL wr.m M°«..N.Iwo<Y,L.N.vwm OUTLET CONTROI STRUCTURE�,,,�
AND ORIFICE CONFIGURATION (;I
(SKIMMER BASIN NO. 3) POND NO 3 BiuITHE�BORii_da
SECTION THRU PERMANENT WET DETENTION POND #3 (N.T.S.)
e.r�.wee�....~arb aM%r�peCwuM,la^'p..smee.apvns M.r.ePa.�.N, alre
n.d bm.. ra N.•� 1�«......r
.MM.,.. Pb.. m r...P..N. M...
I... M v. • m.. a., u, � �...,, n u. ry �.a..... ,. m .... p �,....,. p e u...I a.. m.
aNry ePe.P Mpnva arovaa v�.vv
e,eH.
DMar. wr.PM.+apus Rr„or<Ia...aawP.,M.., Pr+Me.wm.Pm
rxr+.Pvw mwr 3]14 of
wr..enarivn MbPnw Mb
N.sNP. N,P.>oM,
. u,.Pm INw-vis
.sa,mM ...�R.ya.olr
NOTE'. NO PERMAN T ORIFICE UNTIL AI
SKIMMER DE ICE IS REMOVED FC
PERMANENT OND CONVERSION
PLUG OR INS ALL ORIFICE LATER
FAIRCLOTH S IMMER
8" (POND 0.1)
_6" (POND 0.28, 3)
S. CL. W O-RING RCP
"v'mbv
7r PHn.Iv a,b aM
wv.�LLh PYMt
w
I..I...Iv
Pwaa>m.I
PR d�> �..
STONE PAD FOR SKIM
rve.aeprmv rm,mnviava.a+a,aNn my
�b
TYP.6''S"RU "
IIp...... ,FGR
POND BOTTOM DURING CONSTRUCTION
EL. 1' BELOW BOTTOM ORIFICE
I LME y—ERAtt T ORIFICE
..pl.Aa...KpP D..�,,.>e>«,..a,bp.p...�.P�:y:'�
� c�amio eeac4n �.ho Vv..
.w Pwma..a nava MmtM.rM
.+P.s.,L nwmnw�urn' .wa.NNraw�..,e. r.+pe+�sx w.
aNry ePe.P Mpnva arovaa v�.vv
e,eH.
DMar. wr.PM.+apus Rr„or<Ia...aawP.,M.., Pr+Me.wm.Pm
rxr+.Pvw mwr 3]14 of
wr..enarivn MbPnw Mb
N.sNP. N,P.>oM,
. u,.Pm INw-vis
.sa,mM ...�R.ya.olr
NOTE'. NO PERMAN T ORIFICE UNTIL AI
SKIMMER DE ICE IS REMOVED FC
PERMANENT OND CONVERSION
PLUG OR INS ALL ORIFICE LATER
FAIRCLOTH S IMMER
8" (POND 0.1)
_6" (POND 0.28, 3)
S. CL. W O-RING RCP
,HGIF RpY4
ii
I II. 118111=
"_= 'TOP CONC. FILL
a'.a
_ SAL
STONE PAD FOR SKIM
BOTTOM OF OCS
TYP.6''S"RU "
IIp...... ,FGR
POND BOTTOM DURING CONSTRUCTION
EL. 1' BELOW BOTTOM ORIFICE
I LME y—ERAtt T ORIFICE
CONrIGURA 110N
NJ S.)
NO E'
SEDIMENT BASIN TO
NTN
BE CONVERTEDTO PE DETEO
POND DURING CpNSTRUCTON.
R
ONCE E HAS NAS REACHED
RIM
COMPLETIDN, CONVERT TO PENENT DETENTION POND..
NOTE: TEMPORARY PVC ORIFICE FOR
SKIMMER DEVICE, AFTER SKIMMER
TOP PERMANENT SLUICE GATE FOR
IS REMOVED, THIS ORIFICE SHALL
MAINTENANCE/EMERGENCY DRAINING
HAVE SLUICE GATE INSTALLED
PERMANENT
SUBMERGED ORIFICE
18' CL. IV O-RING RCP //��
1111-1111a IIIIa1111=
TOP CONC. FILL
TVP.
BOTTOM OF OCS
ZPPOND BOTTOM
PERMANENT ORIFICE CONFIGURATION
(NT )
•NOTE:•
SEDIMENT BASIN TO BE CONVERTED TO PERMANENT DETENTION
POND WRING CONSTRUCTION. ONCE SITE HAS REACHED a
COMPLETION. CONVERT TO PERMANENT DETENTION POND.
Q
lYi
z w
WZ oz
Cah v5� w�
rF'1r .-1
O U]
D]
2017058 -CITY
,HGIF RpY4
�g?:i
92aF py y��
e�WI
_ SAL
�1'GINEE4Jye�
�Cff®f
IIp...... ,FGR
§i
Q
lYi
z w
WZ oz
Cah v5� w�
rF'1r .-1
O U]
D]
2017058 -CITY

nrw�rwn°.w,+*cnw°ewo wxn x� ezw..aw,°Mw,.wow.0
NOoNE x5TANDARD DETAIL WATER FJ50URIMS DEPARTMENT
1/z417 scut: p
DRAWN tN: JPn CITY OF MONROE, NC
cnecKtD or: Osw CROSS COUNTRY SEWER MN DETAIL
APPROVED BY: Osw I N- 1 2.02.00 1 --. 12
Rl» Imlt 1R0
:wrnR.s InwR i yr
S
(L LN+ IOfY.9
'.2 BErAv. IL � tDO!
BOTTOM VIEW
0e W
pNA fn ly
irn W Ncwae nem NOrM
COVER 5ECTION n'r,."µw ,.
:a
CAM LOCK DETAIL
A
5ECTIDN AA
` Rewm WTC 711104
STANDARD DETAIL
WATER RE50URCE5 DEPARTMENT
OF MONRO[, NC
1rzG/17 SGLLt: NONE
DRAWN EY: JPNCrtY
OUT5IDE MANHOLE DROP DETAIL
altcYmem osw
12.03.00 1 - 12
ArPwvm m: osw
N
PRAMC SECTION
FRAME 5EC710N
GROOVE WAIL
IRYLm DArz: WIM
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
CITY OF MONROE. NC
IrzG/17 50ut:
0U
WATER RE5RCE5 DEPARTMENT
LU
en[c6eo ar: osw
12.06.01 p.- 12
awm DAR: 7/1,04
STANDARD DETAIL
WATER R[SOURc[9 DerARrMENT
AND COVER DETAIL
1rzG�17 > NDNe
ArrRoveD DW"`
PIMOVE BY:
DRAWN Br: JM
STREET RNV SEWER MANHOLE DETAIL
LRY OF MONROt. Nc
12.01 .00 ..- 12
crRcao er: Dsw
nrw�rwn°.w,+*cnw°ewo wxn x� ezw..aw,°Mw,.wow.0
NOoNE x5TANDARD DETAIL WATER FJ50URIMS DEPARTMENT
1/z417 scut: p
DRAWN tN: JPn CITY OF MONROE, NC
cnecKtD or: Osw CROSS COUNTRY SEWER MN DETAIL
APPROVED BY: Osw I N- 1 2.02.00 1 --. 12
Rl» Imlt 1R0
:wrnR.s InwR i yr
S
(L LN+ IOfY.9
'.2 BErAv. IL � tDO!
BOTTOM VIEW
0e W
pNA fn ly
irn W Ncwae nem NOrM
COVER 5ECTION n'r,."µw ,.
:a
CAM LOCK DETAIL
A
5ECTIDN AA
` Rewm WTC 711104
STANDARD DETAIL
WATER RE50URCE5 DEPARTMENT
OF MONRO[, NC
1rzG/17 SGLLt: NONE
DRAWN EY: JPNCrtY
OUT5IDE MANHOLE DROP DETAIL
altcYmem osw
12.03.00 1 - 12
ArPwvm m: osw
CAM ROLE AND GASKET
PRAMC SECTION
FRAME 5EC710N
nrw�rwn°.w,+*cnw°ewo wxn x� ezw..aw,°Mw,.wow.0
NOoNE x5TANDARD DETAIL WATER FJ50URIMS DEPARTMENT
1/z417 scut: p
DRAWN tN: JPn CITY OF MONROE, NC
cnecKtD or: Osw CROSS COUNTRY SEWER MN DETAIL
APPROVED BY: Osw I N- 1 2.02.00 1 --. 12
Rl» Imlt 1R0
:wrnR.s InwR i yr
S
(L LN+ IOfY.9
'.2 BErAv. IL � tDO!
BOTTOM VIEW
0e W
pNA fn ly
irn W Ncwae nem NOrM
COVER 5ECTION n'r,."µw ,.
:a
CAM LOCK DETAIL
d i4
s o
eR Rt9p$-
0 0
o
B0Tr0M VIEW
�
BOTTOM VIEW
no.mn ro:w
COVER 5ECTION
DRAWN 61Y: EZ
u.R
�w w
MANHOLE STEP DETAIL
CAM ROLE AND GASKET
PRAMC SECTION
FRAME 5EC710N
GROOVE WAIL
IRYLm DArz: WIM
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
CITY OF MONROE. NC
IrzG/17 50ut:
0U
WATER RE5RCE5 DEPARTMENT
STANDARD MANHOLE FRAME
AND COVER DETAIL
en[c6eo ar: osw
12.06.01 p.- 12
AFEROVFD m. Dsw
cHE Dsw
AND COVER DETAIL
nrw�rwn°.w,+*cnw°ewo wxn x� ezw..aw,°Mw,.wow.0
NOoNE x5TANDARD DETAIL WATER FJ50URIMS DEPARTMENT
1/z417 scut: p
DRAWN tN: JPn CITY OF MONROE, NC
cnecKtD or: Osw CROSS COUNTRY SEWER MN DETAIL
APPROVED BY: Osw I N- 1 2.02.00 1 --. 12
Rl» Imlt 1R0
:wrnR.s InwR i yr
S
(L LN+ IOfY.9
'.2 BErAv. IL � tDO!
BOTTOM VIEW
0e W
pNA fn ly
irn W Ncwae nem NOrM
COVER 5ECTION n'r,."µw ,.
:a
CAM LOCK DETAIL
Raw
w
NW M-RFF NII wTIi w,
• µnwnaauen*na x:°uafm, ro
5TANDARD DETAIL
DRAWN 61Y: EZ
CNEOCED MY: D5W
MANHOLE STEP DETAIL
CAM ROLE AND GASKET
FRAME 5EC710N
GROOVE WAIL
R[ViSH� DATE:: 5/5
STANDARD DETAIL
0U
WATER RE5RCE5 DEPARTMENT
(/2417 ScutNONE1,05
DRAWN °°` '^'
WATERTIGHT MANHOLE FRAME
CITY of MONROE. NC
cHE Dsw
AND COVER DETAIL
12.06.02 — 12
ArrRoveD DW"`
PIMOVE BY:
" c�No r�an.n�u r
mraanwc mxcx¢ � I ; .
.n ww�nm »ae
B[G�iON
REV4DDATE: 7nK14
(/2417 51.A=,5TANDARD DETAIL WATER RESOURCES DEPARTMENT
NON[
DRAWN IN: Jm CITY OF MONRDE. NC
CmrCKm BP. Dsw SNORT MANHOLE DETAIL
AFPRO wl DsW 12.05.00 12
WATER RE50URCE5 DEPARTMENT
CITY OF MONROE, NC
b 12.07.00 1 = 12
� 4
U
o
CC
o
0
ti
z
0
ci
Y
��yWH GFR
$o?oFESSiO<y n�gg_�
ata 9611.2 � J 3$
M41
z3�gV'1'CiNEE F�.SB� $pR%$ 1=8�,
MII1......1N �e gio
$�gW
a' O
w a
(�Q
1� W
W 1—I Fz
z E -4z
o
EII 0
1�
W
� x
U �
DATE'/N°s
SCAR: NOW
5TANDARD DETAIL
DRAWN 61Y: EZ
CNEOCED MY: D5W
MANHOLE STEP DETAIL
APFRAVED EY: D5W
WATER RE50URCE5 DEPARTMENT
CITY OF MONROE, NC
b 12.07.00 1 = 12
� 4
U
o
CC
o
0
ti
z
0
ci
Y
��yWH GFR
$o?oFESSiO<y n�gg_�
ata 9611.2 � J 3$
M41
z3�gV'1'CiNEE F�.SB� $pR%$ 1=8�,
MII1......1N �e gio
$�gW
a' O
w a
(�Q
1� W
W 1—I Fz
z E -4z
o
EII 0
1�
W
� x
U �

b �
ry ��
ry 0U J
\� ti
_1 J
U a�:
C O
W YaV
W � e�
w ga
3
% y
d�.
�qfH cn n, i4�g
3'�PS EES S,§ 9 a
gen yy< .
a 021710 r = Bli
k't�@4
GRI` .EE
GmPF
Annrnnm40`�'
£�Ylm
Y-'gB
a
� p
W a
z
W
W z E-
z �z
V
pV3
E-
E -4 O
U ��
—1
tGS.$f.:9S06-
POR DIP < 2a BURY FOR DIP BURY > 20
POR PVC 0900 DR -25 3' < BURY < 2a
®
m«oo mewrax�a 'o.'. _.10�
TYPE I TYPE II
POR DIP BURY > 30 wdtk
POR PJC 5DR-353'<BURY <12' I. olrnw amaolrAeneRanrtroyoea
L J L J ilml(M MIDT K uiMID nM CGAAL qR 0E nLL 1044.
t. GHIVYAt1ND�TRRCHp SHILL Kw[Ya.Rtl1m MGMi6Y
WD.
aRarNOTM1m SWIL wIAICFr rt9r11m ro Ime w
ue+`vivreDTarce Arlelnc r.e nra � nA®.
4lb VMIGL LN.4301Lv. fbt WD Mb IAYRb MOA11W1
r n.LeD IDOSL 4D TIOK)DGIYTAuem IMO NAQ.
.. .u�n�rt u.Aoe rw. a A+erow w wrxo.m nwe aaru
w z.m
wn ouaTevuAnox maw acne rlow.w slw. a eaeu® w
ro. I¢puw�e o Tie a ®Doc.
w. nwnimsa. wneze Ra2Y Sal [a✓olllDrA 4¢ EkdM[Iem I�ulurn
4UJTwy T1TC In em0nw r1N1 r DStD REGWDI Y p R[
TYPE 111 w*enl4Henreune.TlDre-
w
Due ♦ 9 �� �Y
Fw
` .n Wum w,s. S>m rlre USS n
wlwzDnO» nvr.l
z
9[CfION rr®mm�c
p
vH,rn aan
B4�EODDCDSN.rAvsEAa
Std Aw
nR IEl
!1¢IfY t10rC
11 Gt1.R.1M[ 3d1 ST4MW
srea wnn Dn[LTRI[ b11lATm
e HNe xAme x•ex ATcoe
ranwwm x71wr
DBvert RAlep DIIGiIIE InON nrt
IMIAT OnDL19 nM.
peYOND WING GOfH dW)
RNl9m DATE: 7�Ip4
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
1 RNP DATE 7/1/04
STANDARD DETAIL
WATER RE50URCM DEPARTMENT
1 x[VU[D DATE: 7/IA74
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
u2crl7 sour: NONE
1/26117 SCJLLE: NONE
2cr17 sot: NONE
DRAWN BY: JPH
5EWER PIPE BEDDING DETAIL
CITY OF MONRDE, NC
1 2.09.00 Z 12
DRAWN BY: JPH
TYPICAL CASED CR055ING DETAIL
CITY OF MONROE. NC
12.10.00—[z 12
CITY Or MONROE, NC
1 2. 1 1.00
pgAyyr; By; EZ
CASING PIPE DETAIL
CHECKED BY: D5W
CHECKED BY: Dsw
���- Dsw
APPRDVED BY: D5W
APPROVED BY: DSW
ArrRaJm BY: Dsw
b �
ry ��
ry 0U J
\� ti
_1 J
U a�:
C O
W YaV
W � e�
w ga
3
% y
d�.
�qfH cn n, i4�g
3'�PS EES S,§ 9 a
gen yy< .
a 021710 r = Bli
k't�@4
GRI` .EE
GmPF
Annrnnm40`�'
£�Ylm
Y-'gB
a
� p
W a
z
W
W z E-
z �z
V
pV3
E-
E -4 O
U ��
—1
tGS.$f.:9S06-
e[r+w�iw giowm
um"`w mlo aniw.
•n�o � a >Dn4
YYS�4
..vr. w.
orvem DATE: 7/17/17
Na1E 5TANDARD DETAIL
WATER RESOURC 5DEPARrWKT
CITY OF MONROE. NC
»R+m».mmlu.�m+v.momeu+mw.svw�crwr. � � nei�srwe..
CHECKED BY, RAs MANHOLE CONNECTION DETAIL
X 1 2. 14.00 12
APPROVED EM. RK5
h
•.» sw
S
m.o.ierR��'imaa wmemzro.inaorswc:rz m�.mw
4' MAX
2' MIN
_^/�ncvmrw.
mwavui,aw
. c�9� � ma.m..a.m ®
ST4MDSSTm • aam. w+�. w.mcw �u
CIXIDRER
raa.nnc anw
.•.+.eimnae w.e.�oi
BR MC STRIP woman
rnammm.¢ "�"� mow,
REvseD oAn: 7/1,04
I12GI17 scut: NONE
5TANDARD DETAIL
WATER R 5OURCE5 DEPARTMENT
REV SED DATE- 7nro+
I 112Q 17 5WE: NONE
STANDARD DETAIL
WATER RESOURCES DEPARTMENT
DRAWN BY. EZCrTY
CONCRETE PIER DETAIL
OF MONROE. NC
DRAWN BY: 5PT
CHECKED BY: DsW
5EWER LATERAL DETAIL
CDY Or MONROE, NC
cmEmo BY: Dsw
APPROVED BY: Dsw
1 2. 1 2.00 12
1 APPROVED BY: Rrc
12.1 3.00 12
b �
ry ��
ry 0U J
\� ti
_1 J
U a�:
C O
W YaV
W � e�
w ga
3
% y
d�.
�qfH cn n, i4�g
3'�PS EES S,§ 9 a
gen yy< .
a 021710 r = Bli
k't�@4
GRI` .EE
GmPF
Annrnnm40`�'
£�Ylm
Y-'gB
a
� p
W a
z
W
W z E-
z �z
V
pV3
E-
E -4 O
U ��
—1
e[r+w�iw giowm
um"`w mlo aniw.
•n�o � a >Dn4
YYS�4
orvem DATE: 7/17/17
Na1E 5TANDARD DETAIL
WATER RESOURC 5DEPARrWKT
CITY OF MONROE. NC
DRAWN T': RJ5
CHECKED BY, RAs MANHOLE CONNECTION DETAIL
X 1 2. 14.00 12
APPROVED EM. RK5
b �
ry ��
ry 0U J
\� ti
_1 J
U a�:
C O
W YaV
W � e�
w ga
3
% y
d�.
�qfH cn n, i4�g
3'�PS EES S,§ 9 a
gen yy< .
a 021710 r = Bli
k't�@4
GRI` .EE
GmPF
Annrnnm40`�'
£�Ylm
Y-'gB
a
� p
W a
z
W
W z E-
z �z
V
pV3
E-
E -4 O
U ��

2' LOOPING OF WARE
FOR WATER MAIN EXPAN51ON WIRE SHALL BE DUCT TAPED
TO TOP OF PIPE AT EVERY JOINT.
m 21T •M M. twAENm lF11!
IN UTI[KD MFA'i VKK EO!
[OVR
TOP Of PIPE
/ 12 GAUGE PLASTIC COATED vKv` eu
STRANDED COPPER WIRE. (/ rruarto E[urlu
_T'Mfm E•W.L
3' WIDE BWE NONELI E TAPE \\
MARKED 'BURIED WATER.
UNC nwsnc mum PLAN
% GNIG[ LQ'I'RWk FETwIK0. GUrU OR NOtO: > [0.N.
Ra.m 11VICL rOtlOM7 � NlNI. CN03
I. VKK EDlm 511Al1RYRLW II'I[. VKK 9iw
VATEt MNN VKK E!®IQf1rTm MUMN AQA �rINL EC-BEI.IIN.!
IIDTNIID wrrrl mNCRnne11DIIGnAIf
rADE.
sols cvlo¢a Elna :. Nz wuaCOflDlwEC slvu.l:
IMN. 1' %E'% 149 EIIOL'01f TWlOIrGN VKK LNYNp 1E?C/ID
ro IIDL15 aN vKK.
TAM'® NQ11t1
\ND. C) St01t pl !. VKK �NMl EE QNi[I®M EbI KD
111®151UGm UillI11 INEID Ml%ID E[I'ORE 6M]JILL wnIX`GCCVFlbroN miiNq fM[ U
i 12 GAUGE PLASTIC COATED �. vKK swu ror sur•los vKK mN. wur..u.l
5TRANM COPPER WIRE s. vM '2 eaaE srwi x ND nrau mrw scAvc! s.a%%
%srcrFOWwaY AW ID %O0.! TINT I• IN
ar wan.
/ Wy m DATE 7/1104 STANDARD DETAIL REV m DAT[: 7/A'°° ' 'QKsm DATE[ Srz7 17
WATER RESOURCE5 DEPARTMENT 50�; NONE STANDARD DETAIL WATER RESOURCE DEPARiMEM
11/1/1013 SCNL: NONE 11/1/2013 SaIE: NON[ STANDARD DETAIL WATHt RESOURCES DEPARTMEHf
A 115/2015 DRAWN BY; D5W CITY OF MONROE. NC 2 11/I r2015 MANM Mr. D5W CITY OF MONROE. NC DRAWN BY, RIC5 CffYOF MONROE, NC
a¢amorr D5W COPPER TRACING MRE DETAIL E 1rzcrz017 CMECREDBY: RK5 GATE VALVE 5EI7ING DETAIL cncamer, ltics TYPICAL WATER
AFFRw®BY: osw 10.04.00 .°"o I O AITRweDBr: Ria "0 10.05.00 ."o I O ABBY; � SERVICE CONNECTION "% 10.06.00 �: 10
"`!" nrswrim u.[�:'o. ro[000aeu
[war IXKi <U)SUbIG[5. bNRO��
d:snW P.b!
Gerv[waMNK bi Ki exGx!®iNG
`fw9nNG P0.vWlrn
' [pl%� l%Q9N%DlD GRm
r;xK r+�u I �+cn rK
xcooi nsc smu!
uvN THRU5T BLOCKING 5WIEDULE
Riz
�R II IM'EQm 2S Ilt'!EM IS EDD 'JP EDD TEE Ttlf
EIS ��
� � c a V IV a � I�
��Umm � ro
PLAN VIEW AT TEE I2' re ro m
14' w
/ ,� � I C ro ro w Na m
PIAN 45' BENDS T
AL50 90•, 22 I/2•, 11 1/2• E(pyATION AT flTTINGS K
uN ]caia ��/,%''=R7�
I µyy r'yy-�[[•'q[ Ear. D[c wz�l
DCI. «ao.�,mw «uo��ammc R a ,,,,.DD wz�r
pyo
. RM m DATE: a4rzo 17
STANDARD DETA L
WATER RESOURQ5 DEPARTMENT
0 IL -45M DAR:
5TANDARD DETAIL
RESOURLZSDEFAKRCNT
. RMEm DATE` 7/1)04
5TANDARD DETAIL
WATER.RE50URCE5DEPARTMENT
ul2ola SCAIE: Noa
n/zol Sala NONe
BY: Rr.S
DETAL
CITY Or MONROE, NC
1 O.O I.00 IO
DAWNpY:ROE,
WATER MAIN THRUST BLOCK DETAI4WAT-M
NC5
10.02.00 11 O
DRAWN 1CITY
WATER MAIN CRO55ING
DETAIL
OF MONROE. NC
a 10.03.00 Ia
GHEC%FDTRENCH
aCCKEDBY: RKS
5 1/zI aAEaED m: RIJ
APPRDvec Br: RAs
ARROVED eY: RK5
2' LOOPING OF WARE
FOR WATER MAIN EXPAN51ON WIRE SHALL BE DUCT TAPED
TO TOP OF PIPE AT EVERY JOINT.
m 21T •M M. twAENm lF11!
IN UTI[KD MFA'i VKK EO!
[OVR
TOP Of PIPE
/ 12 GAUGE PLASTIC COATED vKv` eu
STRANDED COPPER WIRE. (/ rruarto E[urlu
_T'Mfm E•W.L
3' WIDE BWE NONELI E TAPE \\
MARKED 'BURIED WATER.
UNC nwsnc mum PLAN
% GNIG[ LQ'I'RWk FETwIK0. GUrU OR NOtO: > [0.N.
Ra.m 11VICL rOtlOM7 � NlNI. CN03
I. VKK EDlm 511Al1RYRLW II'I[. VKK 9iw
VATEt MNN VKK E!®IQf1rTm MUMN AQA �rINL EC-BEI.IIN.!
IIDTNIID wrrrl mNCRnne11DIIGnAIf
rADE.
sols cvlo¢a Elna :. Nz wuaCOflDlwEC slvu.l:
IMN. 1' %E'% 149 EIIOL'01f TWlOIrGN VKK LNYNp 1E?C/ID
ro IIDL15 aN vKK.
TAM'® NQ11t1
\ND. C) St01t pl !. VKK �NMl EE QNi[I®M EbI KD
111®151UGm UillI11 INEID Ml%ID E[I'ORE 6M]JILL wnIX`GCCVFlbroN miiNq fM[ U
i 12 GAUGE PLASTIC COATED �. vKK swu ror sur•los vKK mN. wur..u.l
5TRANM COPPER WIRE s. vM '2 eaaE srwi x ND nrau mrw scAvc! s.a%%
%srcrFOWwaY AW ID %O0.! TINT I• IN
ar wan.
/ Wy m DATE 7/1104 STANDARD DETAIL REV m DAT[: 7/A'°° ' 'QKsm DATE[ Srz7 17
WATER RESOURCE5 DEPARTMENT 50�; NONE STANDARD DETAIL WATER RESOURCE DEPARiMEM
11/1/1013 SCNL: NONE 11/1/2013 SaIE: NON[ STANDARD DETAIL WATHt RESOURCES DEPARTMEHf
A 115/2015 DRAWN BY; D5W CITY OF MONROE. NC 2 11/I r2015 MANM Mr. D5W CITY OF MONROE. NC DRAWN BY, RIC5 CffYOF MONROE, NC
a¢amorr D5W COPPER TRACING MRE DETAIL E 1rzcrz017 CMECREDBY: RK5 GATE VALVE 5EI7ING DETAIL cncamer, ltics TYPICAL WATER
AFFRw®BY: osw 10.04.00 .°"o I O AITRweDBr: Ria "0 10.05.00 ."o I O ABBY; � SERVICE CONNECTION "% 10.06.00 �: 10

Ij
e. HNA o
CA
�oFE5510 �Z�
- 361L v v�
a D2V40 r e
F P
'Qy HGINEE �3
'�y�� Illllllllal� k�P�
z W
au
PQ z Hz
Cal C!� E z
4 IJ4 �O
EI �D .-1
0
2017088 -CITY
� "���
I nNK
,. moaNTs ro x Ser aT meE Df,Kw a
wme wnu uo "1D °�`
w.*�s�"a`.ee"v`sFIeNu,�,
rw'ear uses.
I. a4m weroee SET AT Bp9TRNG atlruL aenoe
"x"94 alvwa Inn: Bnnaore MAr a NpmBIAY.
GKaDE
�
eKaoe
Nuupslue@D
veNi 3. NYDRINiS SNNL BE fAM1ED
urnNG HOLE pvr.vwve
.mauve o. ra
4. oweroQRBAWm naaN
�x oe wn.
vuv<
l n
p CM.
[91YQ N10NIIDC AND want TO fK CNGRAVED ON
!. MN DDTMQ RIILM M'DRAR M1D WR VKK
1OP or LD H,
au"FInR VNK W4
911alL RC a{•,
wh7grt
'IV,L IMV[tObOMM:D
ro ns� Ewa I B' MA%, allonzrw
tianwr
—
rely.
�� znrree
Nein anTawnn em
Hour lam s�meet9XGeolm tr nvA+
00 IsAffIlloff0
uun
acx
-.5- J
eoor.la Nw.aa su �n smsmn
.uve �
.
T— I wro. � ..vm.mc:o��mw.xrev�m.��'m"
alewwu mee+aev:rvr env,4.0
uw
�D
�OG'VNK
ews naavm
frwnmial urnn
a�Gase NR�uxa
N•nz euew
Ncz wast sae
S
r. Ne �
r..�e MA IN y .
roosm
v
1 a» •4.�anrac.
s.Mm,:auva u,ewwwmim
Duo
�m
AWna®rw ewe
InPN
NOR:
Calas4aluRm'le p'�-� \WAK(IAT¢ •
I.efwlalq 6T000.TRN
1�TdaTAW
A4Aw.T1taW RNnC
PIn Ib •JWLR9 ]1m Fa
/ I RLVBDD I DAR: 7/1104
STANDARD DETAIL
WATER R8011RCF9 DEPARTMENT
/ PVA=
DAR: 71p4
5TANDARD DETAIL
WATER RE90URCE5 DRARTMENT
/ DATE: 4
5TANDARD DETAIL
WATER RESOURCE5 DEPARTMENT
„, 13 S�IIe: NONE
111/2013 so e: NONE
-INOR,
I I 1 SCAIL: NONE
NONE
2 I I/y2015 DRAwx BY: D5W
FIRE HYDRANT INSTALLATION DETAIL
CITY OF MONROE, mc
w 10.07.00 I O
2 12 17 DRAWN BY: 5"
3/4' AND I' WATER METER DETAIL
CIN OF MONROE, NC
10.08.00 .7 10
I R/2015 DRAWN BY: D5W
1- 112" AND 2' WATER METER DETAIL
QTY OF MONROE. NC
w 1 0.09.00 w: 10
3 1242017 O+caeD c: RT9
a I/24zo17 cnccKm m: KFS
e"=�D �` R
ArfROveD ar: RRS
AFrwvED sYl RRS
APPROVED BY: RO
VALVE BOX AND CONCRETE PAD
CONCRETE CDMF050e MrrEK BOX
V.TnI MRK UD 24' W BY 3G BY 24' D
rroros[o wwT[c mow
12 GAUGE 5T 131!0 CO"M WIKE Y BRA55 MA{E ADAPRR COMfRG5K)N
24' W BY 3G BY 24• D
FITTING W/ THREADED CIF. 0 MAX. BflDW
5Rn G Mrl4
BR ![n
2• MA%
cONCRETe PAD TOP OF BOX
FlNISnED GRADE
��LWI_
�TIII�
FINISHED GRADE
sreanunae
IIIA � II �
VALVE BOX
2.5oR-13.5 PVC
3' LOVFA 2 nECE VK
I B NST
S�nMDED
I' OR MR VAL
Ch'.INf. xI✓.at xA AT C DD
2 � U DI CAM
1
E
RLIlASe VALVE
L
2• WATER MAIN FVc 1
. '
12'L BY 1.OR r BRASS wrPLE a' MIN
I. OR 2' GLOBE VALVE
M�SpRV BUVIIGD
AT EOTn [NM d U9iuG
5DR -13.5 (IYPJ
C L BY I. OR 2' BRA55 NIPPLE
J//
2• GAR vaLvr
2• DRA55 90 DEGREE
COMPKB5ION COUPLING
I' OR 2• CORP 5TOF
5TANLEM 5TEEL
BAND rJ' ADDLE
NO. G7 WA5H 5TONE
4_MIN
25TR/J,eD
A]INT
COMPACTED SUBGRADE
WARRMAIN
IAIrnI,• IKDx wane MwR
post IX,BD 1 Nw.
KHIIO GSIR6IORI M!I
/ R %fm5o I DAR: 7/11
WiMll I 5CMe: NONE STANDARD DETAIL WATER KE5OURCE5 DEPARTMENT
DnAwNBr: Q CITY OFMONRDE,NC
rnccuD BY: Rf5 2' BLOW-0FF
APPROVED Br: RFs ASSEMBLY DETAIL "` 10.1 1.00 Z. 10
/ REve[D DATE- 7/1104
I 1/11/2013 Srue: NONE STANDARD DETAIL
2 I OI 7 DRAWN BY: D5w
CnEaM BY. RFs AIR RELEASE VALVE DETAIL
AFFla7VW DY: RIGS
WATER RE50URCF5 DEPARTMENT
CITY OF MONROEE. Nc
10. 14.00 e' 1 O
/ n%15ED
1125117
DAR: 112512017
stile: NONE
DRAWN sr: Fs
cnMCI=ov: RICE
APPROVED BY:
STANDARD DETAIL
CASING PIPE DETAIL
WATBiRf5OURCE5DEPARTMENT
CTIY OF MONRDE. NC
Ij
e. HNA o
CA
�oFE5510 �Z�
- 361L v v�
a D2V40 r e
F P
'Qy HGINEE �3
'�y�� Illllllllal� k�P�
z W
au
PQ z Hz
Cal C!� E z
4 IJ4 �O
EI �D .-1
0
2017088 -CITY

570
560
550
-3•
540
530
520
S4FETY NOTE TD CONTRACTOR
THE USE PipCSO` SH ALL LY TTENCYI E%'V YMD
USE PIPE BOX TO COMPLY VNTHALL OSMA SAFETY
REGULAT •MIS. BSITIECONY—COMPL—T ALL S6ttRY
TO PRW TS, SHE SAFETY AIA WMPLY VMTH ALL -HIS
REOIIIREMENTS THE CET.00S-CONESPONSBLE Ft%i HIS
MFANSPND METHODS 6 WNSTRUCTION.
• o
Know what's below.
Call before you dig.
aNTRAGTDR
THEUTLITIESL"I=At TOFOR TH RILCTORS
CONVENIENCE ONLY. THERE — BE OTHER UTILITIES HOT
—THESE THESE PIANS THE ENGINEER ASSUMES NO
RESPONSIBILITY EOR THE LOCATIONS SHONN PND H SHALL BE
THE CONTMCTIXYS RESPONSIBILITY TO VERIFY THE
_--ii—ITIES V4THIN THE LIMITS OF THE Y—
PLL 6TMAGE LNOE TO EXISTING UTILITIES BY THE
LONTRACTIXt SHALL BE THE SOLE RESPONSIBILITY OF THE
LONTMCTOR.
HIGH PT STA 7+34.24
HIGH PT STA: 2+41.63 HIGH PT ELEV. 543.49
HIGH PT ELEW. 541.13 PN STA 7+21.69
PN STA 2+76.61 PN ELEV. 54&36
PN ELEV. 540.61 K: 20.00
560 00 560
LOW PT r 534.35 ..-...-
CVG 69.97 PM STA.• 4+51.72 _. $
PN 531,&5
K: 20.00 m
�+L1 VQ 200,09..
550
a
..
550
LOW PTTA
9+88.9
__-
-sma
I - - - --
- - -- ----
LVG: 85.
-
-
_
LOW PT
ELEV: 538.2
540
-:-'
I
--
10+11.40
540
J
530
K
40.00�_-_-
530
LVQ349.97
i
520
\
J
3 Op7.
,
520
510
I
510
0+00 0+50 1+DO 1+50 2+00 2+50 3+DO 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 6+00
COTTAGE GREEN DRIVE
SCALE:
HORIZONTAL: 1"=50 -
VERTICAL:
"=50'VERTICAL: 1 "=10'
HIGH PT STA 13+16.24
REV. PREV. 548.69
PIA STA 12+83.74
150 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+
00 15+50 18+00 16+50 17+00 17+50 17.79
COTTAGE GREEN DRIVE
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
170
160
50
40
30
20
LOW PTTA
9+88.9
LVG: 85.
-
-
LOW PT
ELEV: 538.2
-:-'
PVI S
10+11.40
K
40.00�_-_-
LVQ349.97
i
3 Op7.
I
s„
2„
p
g„
150 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+
00 15+50 18+00 16+50 17+00 17+50 17.79
COTTAGE GREEN DRIVE
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
170
160
50
40
30
20

HIGH PT STA: 1+73.58
HIGH PT ELEV. 538.93
PVI STA: 2+21.05
PM ELEV.' 538.34
K: 20.00
LVC 94.96
550
.._.. r
5m
m
HIGH PT STA: 2+88.84 PM ELEV: 559.46
o
PM STA: 2+88.89
PM 8".553.56 LWG� 49.84
K: 20.D0
q O
Sia
�n
550
LOW PT
STA: 0+34.8
gy Ic�
570
LOW PT
540
PIA Sk
0+82_43
_ _
i60ly-139110'-
540
530
K:
20.00
530
L
54.94
_--'-
__�---
- -
520
i50
i30
520
510
550
-
510
.
4.00
rz
120
550
0+00 0+50 1+00 1+50 2 -DD 2+50 3+00 3+50 4+00 4+50 5+DO 5+50 6+D0 6+27
SgFEtt NOTE To CONTRACTOR
THE CONTWaCTOR SHALL SHORE TRENC?I IXCAVgTpN AND
WE BOX TO COMPLY VMTH ALL OSTM SAFETY
REGUATgNS, R IS THE CONTPACTOIY8 BILE RESPONSIBILT'
TOP YW JOB SITE SAFETY ANO COMPLY NRH ALL SAFETY
REQUIREMENTS THE CONTRACTOR E REBPONSIBLE EOR MS
MEANS
AND METHODS OF G TRULTpk
• o
Know what's below.
Cali before you dig.
IIT -INT' NOTE TO CON RACTCR
THE UTILITIES SHOM.' ARE FOR THE CONTRACTORS
CONVENIENCE ONLY. THERE MAT BE OTHER UTILITIES NOT
SHO h ON THESE PIANS. THE -EER ASSUMES NO
RESPONSIBILITY EOR THE LOCATq SMhMY ANO R SHALL BE
THE CONTRACTORS RESPONSBILITY TO VERIFY THE
LOCATp OF ALL JTILITES NTH. THE -TB OFTHE -
ALLOAMAGEM TO EXISTING UTILITIES BY THE
CONTRACTOR SHALL BE THE BOLE RESPpYSE ITY OF THE
CONTWYCTOR
MICHAEL STREET
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1 "=10'
HIGH PT STA: 4+10.38
HIGH PT E". 555.27
P'A STA: 3+7&36
PM E". 554.74
K: 20.00
L%n 7x00
,/U
HIGH PT U.M. 559.77
5m
m
HIGH PT STA: 2+88.84 PM ELEV: 559.46
HIGH PT 0". 553.98 K' 66'46
PM STA: 2+88.89
PM 8".553.56 LWG� 49.84
K: 20.D0
q O
Sia
�n
LOW PT
STA: 0+34.8
gy Ic�
570
LOW PT
EIEV: 5M45M7
PIA Sk
0+82_43
i60ly-139110'-
K:
20.00
L
54.94
_--'-
__�---
- -
i50
i30
l 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+5159
MEREDITH PLACE
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
HIGH PT STA: 5+85.82
HIGH PT U.M. 559.77
5m
m
HIGH PT STA: 2+88.84 PM ELEV: 559.46
HIGH PT 0". 553.98 K' 66'46
PM STA: 2+88.89
PM 8".553.56 LWG� 49.84
K: 20.D0
q O
570 tri ri of
570
560
W
__�---
- -
i30
550
-
.
4.00
120
550
$m
--,
540
zgN
�gN
540
l 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+5159
MEREDITH PLACE
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
HIGH PT STA: 5+85.82
HIGH PT U.M. 559.77
PM STA: 5+60.89
HIGH PT STA: 2+88.84 PM ELEV: 559.46
HIGH PT 0". 553.98 K' 66'46
PM STA: 2+88.89
PM 8".553.56 LWG� 49.84
K: 20.D0
q O
570 tri ri of
570
560
W
__�---
- -
550
-
.
4.00
550
--,
540
540
m
m
g
Yy
o$$f
rn
m
mm
ry (V
m m
m
umP1
N
vmPf
N
QO_
Vml ri
�i
m
1
m R4
�i
�V
N
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+D0 8+44
MARK LANE
SCALE:
HORIZONTAL: 1"=50'
VERTICAL: 1"=10'
M
i60
60
140
130
120
c e
YW
LSI PU J
N
4' o
a U �
04
0
R
Y
AgTgIqlIYIIYYY
s,�ZN CA Rp '21
tee'
�oFES SiQ Z '4
s2 „397
��}'} A
_
029740 a
flip
Wm
C
O
a
z W�
W oz
WzE-
o W
FzO
a WQ o
U ��

HIGH PT STA: 12+62.60
HIGH PT E".. 569.70
PVI STA 12+37.63
PM ELEV: 559.39
K: 20.00
560
550
sao
560
570
540
530
0+00 0+50 1+00 1+5D 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+DO 12+50 13+00 13+50 113HM6
MICHAEL STREET
SCALE:
HORIZONTAL: V=50'
VERTICAL: 1"=10'
561
551
541
SAFETY NOTETO CONTRACTq
THE _-SH— SI T LFN H XfAVFTpN AND
USE PIPE E0.Y TOCOMPLY —H ALLOSHA SAFETY
REGULATIONS. R IS THE CIXRRACTORS SOLE RESPONSIBLL RY
TO PROVIDE JOS SITE SAFETY AND COMPLY WITH ALL SAFETY
REQUIREMENTS. THE LhRRACTOR IS RESPONSIBLE PDR HIS
MEANS AND METHODS OF OONSiRUCTgN.
c
Know what's below.
Call before you dig.
tR1lltt NOTE TG WMRACTOR
THEUTILITIESLIMERRE THECUIITRACTORS
C SHOE EN T ONLY. THERE AMY BE (NEER I—ME�S NOT
SHOWN ONTHESEPLAN TIONNGWEER ASSUMES ND
RESPONSIBILITY FIXt THE LOCATIONS SHONN AND R SHALL BE
HE OONTFACLIXYS RESPONSIBLLRLIMITS IFY THE
LOGNONS OFALL UTRITITOWITHINTHELIMITS B THENORK
ALL MIMGE MADE TO EXISTING UTRJTIES BY THE
CONTRACTOR SHALL FE THE SOLE RESPONSBILITY OF THE
CONTRACTOR,
HIGH PT STA 3+49.10
HIGH PT ELEV: 546.04 LOW PT STA 5+11.78
PM STA 3+49.13 LOW PT ELEM 544.55
PM REV.. 546.43 PM STA 5+11.77
K: 50.00 PM ELEV: 544.40
K: 20.00
LVG: 125.06
560
550
540
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+DO 8+50 9+00
LENA STREET
SCALE:
HORIZONTAL: 111=50'
VERTICAL: V=101

58(
57(
58(
55(
54(
u
Know what's below.
Call before you dig.
HIGH PT STA: 1+30.95
HIGH PT E". 57&39
PN STA: 1+50.99
PN ELM. 580.10
K: 20.00
LMC 189.93
on
wm
n
10
'
y�
5
- -
LOW PT STA: 8+02-14
LOW PT ELEV. 547.47
-
- - -
PN EXY6. 547.99
-
20.00
-
Lm 78.96
-
_-
-
�j-,
80
70
60
60
040
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00+11
MICHAEL STREET
SCALE:
HORIZONTAL: V=50'
VERTICAL: 1210'
58(
57(
56(
MICHAEL STREET
SCALE:
HORIZONTAL: V=50'
VERTICAL: V=110'
580
570
560
�
14
GG �i
W - z
0
U
Y
P
Q
UU
�SyAu1°lulnlu^^4, q�g
e EssRO<, 4$1�
oen4o r �.'6�6g
9
���9�M^IUGftP� C ®3S
£�Wu
0
x
z
Wz oz
w
oW
Ew�z
w i:cg)
a
E-4 o
rn
5
PROJECT MANAGER: DJG
DRAWN BY: CXR
PROJECT DATE: 1/16/16
SCALE:
JOB No.: 2017065
PLOT DATE: 6/19/16
SHEET
RD -4