20160678 Ver 2_401 Application_20161016

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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Ms. Karen Higgins Date: 10/28/2016 Job #: 3763 ,
NC Dept. of Environment & Natural Resources Project: Green Level Estates
401 & Buffer Permitting Unit Reference:
512 N. Salisbury Street Copies Sent To:
Raleigh, North Carolina 27604
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❑ WE ARE SENDING UNDER SEPARATE COVER:
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COPIES DATE NUMBER DESCRIPTION 7; rn
3 10/28/16 Reduced Size PCN Packets N �,
2 10/28/16 Full Size PCN Packets
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THESE ITEMS ARE TRANSMITTED: ,:
If enclosures are not as noted, please notify us at once.
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Thank you,
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Justin M. Milstein, SSIT °`
Environmental Scientist
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OU S.
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October 28, 2016 Iln�
Ms. Karen Higgins /I i r 2 `� 20 O
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NC Dept. of Environmental Quality 4�EQ.�yAT
401 & Buffer Permitting Unit BUFF RPS 0
512 N. Salisbury Street R s
Raleigh, North Carolina 27604
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Re: Green Level Estates NWP 29 Pre-Construction Notification Application N
Green Level West Road, Apex, Wake County, North Carolina z
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Dear Ms. Higgins: °'
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On behalf of JS Development Company, we are requesting authorization from your office to use — O�
401 Water Quality General Certification 3890 for 0.134 acres of permanent non-isolated, 0
jurisdictional wetland impacts, 0.021 acres of temporary, non-isolated jurisdictional wetland -4
impacts and 93 linear feet of permanent stream impact for lot, road and infrastructure
construction for the proposed residential development, Green Level Estates. We also plan to
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utilize IWGP100000 for 0.256 acres of permanent isolated, non-jurisdictional wetland impact.
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Green Level Estates is an 18.79 acre, proposed 29 lot subdivision., for single-family detached y
dwellings and associated infrastructure (e.g., roads and utilities). The project is located at 0, ko
3929, and 4005 Green Level West Road,Apex, Wake County (Latitude: 35.7754-N Longitude:-
78.9144-M. The project is in the Jordan Lake Watershed in the Cape Fear River Basin.The o
Water Quality Classification for White Oak Creek is WS-IV; NSW. Mr. James Lastinger(USACE W
Raleigh Regulatory Field Office)visited the site with Timmons Group environmental staff on L
January 6, 2016 to confirm the delineation. The delineated jurisdictional areas include forested
wetlands (isolated and non-isolated) and two jurisdictional stream features, which are buffered
under the Jordan Lake Riparian Buffer rules. Mr. Ricky Temple, with the Town of Apex Public m E
Works and Utilities Department issued a riparian buffer determination letter on March 28, 2016 6 U
(Apex 16-002). L N
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We submitted a Pre-Construction Notification (PCN) Form with supporting information to your ~ E
office and to Mr. James Lastinger on July 7, 2016. Subsequently, Mr. Lastinger issued a
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General Permit Verification on July 28,for impacts proposed in that application. However, your 3
office issued a "DENIAL of 401 Water Quality Certification" on September 29 for this application, 3
based on your staff's concerns that avoidance and minimization of wetland impacts was 3
insufficient for issuance of the 401 WQC. The attached, new PCN Form and supporting
documents illustrate a reduction of proposed impacts at Impact Area#4 from 0.203 acres (July
7, 2016 PCN) to 0.113 acres, resulting in a reduction of proposed permanent impacts at this
location by more than 44%, and a 40% reduction for the entire project. This proposed wetland
impact reduction was discussed in detail during an on-site meeting with Ms. Chem Smith, Ms.
Jennifer Burdette, Mr.Andy Petty(Curry Engineering), Mr. Shaun Smith (Drees Homes), and
myself on October 25, 2016. During this meeting, we all discussed reasons why the proposed
wetland impacts are unavoidable, as well as how we could reduce these impacts, while still
maintaining viable building lots. Plan changes utilized to minimize wetland impacts in Impact 0.
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Area#4 include:
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1. Reducing clearing and grading limits to the southern edge of the building setback,
where these impacts were originally proposed to extend to the lot boundary. This
change moves the impact limits north by 25 feet.
2. Requirement of a fence at the southern building setback line to clearly demarcate the
permanent limits of wetland impacts on these lots.

• 0
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
3. Protection of wetlands remaining on the affected lots through restrictive covenants
enforceable by the homeowner's association.
Proposed plan changes are graphically illustrated on the attached "Green Level Estates Lot 13,
14, 15 Grading Exhibit". This exhibit illustrates proposed building envelopes, individual lot
grading, and the required fence, as discussed during our on-site meeting. The applicant offers
mitigation for the proposed permanent non-isolated wetland impacts at a 2:1 ratio, through the
purchase of credits from the NCDMS In-Lieu Fee Program. The required NCDMS acceptance
letter is attached for your review.
Lastly, in order to allow timely processing of this revised application, the applicant offers the
attached letter that formally waives his right to contest the "DENIAL of 401 Water Quality
Certification"that your office issued September 29, 2016. We kindly request your prioritization
of this application due to the unique history of the project, as well as fast approaching
contractual deadlines for multiple parties involved.
Please refer to the attached PCN, supporting materials and plans for details describing the
revised proposed impacts. If you have any questions or if you need any additional information
in order to process this application, please do not hesitate to call me at 919-866-4952 or to
email me at scoff.mitchellCa2timmons.com.
Sincerely,
Scott Mitchell, PE, LSS
NC Environmental Practice Group Leader

OF WA TE9
' Office Use Only:
' y Corps action ID no.
o 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: X❑ Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit(NWP) number: 29 or General Permit(GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑Yes ❑X No
1d. Type(s)of approval sought from the DWQ (check all that apply):
X❑ 401 Water Quality Certification—RegularX❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification—Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No ❑YesX❑ 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 ❑X Yes ❑ No
or in-lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ YesX❑No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑YesX❑No
2. Project Information
2a. Name of project: Green Level Estates
2b. County: Wake
2c. Nearest municipality/town: Apex
2d. Subdivision name: Green Level Estates
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed: David/Barbara Yates; Kenneth Markham; Yates, Willaim L. Heirs
3b. Deed Book and Page No. 010193, 01233; 010193, 01132; 001462, 00-E-
3c. Responsible Party(for LLC if
applicable):
3d. Street address: 3929 Green Level West Rd; 4034 NC HWY 751; C/O Gayle Y Reid 3150 Minart Dr
3e. City, state, zip: Apex, NC, 27532; Apex, NC, 27523; Winston Salem, NC, 27106
3f. Telephone no.: 919-272-4494; 919-422-6648; 336-725-2873
3g. Fax no.: 919-467-0196; 919-4674366; 336-750-0818
3h. Email address: [e-mail]; N/A; [e-mail]
Pagel of 10
PCN Form—Version 1.4 January 2009

4. Applicant Information(if different from owner)
4a. Applicant is: ❑ Agent X❑ Other, specify: Developer
4b. Name: Jeremy Spivey
4c. Business name JS Development Company
(if applicable):
4d. Street address: 4441 Six Forks Road, Suite 106-117
4e. City, state, zip: Raleigh, NC, 27609
4f. Telephone no.: 919-291-2179
4g. Fax no.: 919-324-1967
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Scott Mitchell
5b. Business name Timmons Group
(if applicable):
5c. Street address: 5410 Trinity Road, Suite 102
5d. City, state, zip: Raleigh, NC, 27607
5e. Telephone no.: 919-866-4952
5f. Fax no.: 919-859-5663
5g. Email address: [e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 10723571368; 0723573132; 0723577272
1b. Site coordinates(in decimal degrees): ILatitude: 35.7754 Longitude: -78.9144
1c. Property size: 18.79 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: White Oak Creek
2b. Water Quality Classification of nearest receiving water: WS-IV, NSW
2c. River basin: Cape Fear
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:
Existing conditions on the site consist of a single family residence and forested land over a majority of the property.The land use in the near vicinity is
agricultural,forestry,and residential.
3b. List the total estimated acreage of all existing wetlands on the property: 1.6
3c. List the total estimated linear feet of all existing streams(intermittent and perennial)on the property: 1,000
3d. Explain the purpose of the proposed project:
The purpose of the project is to construct the proposed 29 lot subdivision including roadway and utility infrastructure.
3e. Describe the overall project in detail, including the type of equipment to be used:
Equipment typical for road construction and grading will be used to construct the proposed project such as track hoes,bulldozers,dump trucks,etc.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ED Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
project(includingall riot phases) in the past? Comments: Stream Buffer Determination-Apex
4b. If the Corps made the jurisdictional determination, what type 0 Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Timmons Group
Name(if known):James Lastinger,USACE Other: Justin Milstein,SSIT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Stream Buffer Determination Letter(Apex 16-002)with Ricky Temple,Town of Apex(March 28,2016).
James Lastinger(USAGE)visited the site January 6th,2016 and gave verbal approval of wetland delineation.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑Yes ❑X No ❑Unknown
this project(including all prior phases) in the past?
5b. If yes, explain in detail according to"help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes 0 No
6b. If yes, explain.
Page 3 of 10
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):
❑X Wetlands Streams—tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps(404,10) or impact
Permanent(P)or DWQ (401, other) (acres)
Temporary T
W1 P Fill(Road Construction) Bottomland Hardwood Forest Yes Corps 0.003
W2 P Lot Fill Bottomland Hardwood Forest Yes Corps 0.009
W3 P Lot Fill Bottomland Hardwood Forest Yes Corps 0.009
W4 P Lot Fill Bottomland Hardwood Forest Yes Corps 0.113
W5 T Stormwater Easement Bottomland Hardwood Forest Yes Corps 0.021
W6 P Lot Fill/Road Construction Bottomland Hardwood Forest Yes DWQ 0.256
2g. Total Wetland Impacts: 0.411
2h. Comments:
W6 is a non-jurisdictional isolated wetland.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER)or Type of Average Impact
number intermittent(INT)? jurisdiction stream length
Permanent(P) or width (linear
Temporary (T) (feet) feet)
S1 P Culvert, Fill Stream A INT Corps 3 93
S2 - Choose one -
S3 - Choose one -
S4 - Choose one - -
S5 - Choose one - -
S6 - Choose one - -
3h. Total stream and tributary impacts 93
3i. Comments:
S1:Permanent stream impact for installing culvert for road crossing.
Page 4 of 10
PCN Form—Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact(acres)
Permanent(P)or type
Temporary T
01 - Choose one Choose
O2 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts(acres) Stream Impacts(feet) Upland
purpose of pond (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 ❑X Other:Jordan Lake
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number— mitigation impact impact
Permanent(P)or required? (square (square
Temporary T feet) feet
B1 - Yes/No
B2 - Yes/No
B3 - Yes/No
B4 - Yes/No
B5 - Yes/No
B6 - Yes/No
6h. Total Buffer Impacts:
61. Comments.Buffer rules are enforced by Town of Apex.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See Attached
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All disturbed areas will be bound by silt fence and tree protection fence before construction begins.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑X 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 ❑X Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑X Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑X Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.31 acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:0.155 ac @ 2:1 mitigation ratio=0.31 ac
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form—Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules)—required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
Buffer rules are enforced by Town of Apex.
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified 0 Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 23
2b. Does this project require a Stormwater Management Plan? 0 Yes ❑No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater will be collected and treated with a stormwater wetland facility.
2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Apex
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject? Town of Apex
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs 0 NSW
apply(check all that apply): ❑ USMP
0 Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been F1 Yes 0 No
attached?
4. DWQ Stormwater Program Review
E]Coastal counties
❑HQW
4a. Which of the following state-implemented stormwater management programs applyHSession
ORW
(check all that apply): Law 2006-246
[]Other:
4b. Has the approved Stormwater Management Plan with proof of approval been ❑Yes ❑X No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑Yes ❑No
5b. Have all of the 401 Unit submittal requirements been met? ❑Yes ❑No
Page 8 of 10
PCN Form—Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public(federal/state/local)funds or the ❑Yes X❑ 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 ❑Yes ❑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.) ❑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, ❑Yes ©No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑Yes 0 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 El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered"yes"to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
This single-family residential subdivision is not likely to spur cumulative impacts.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
theproposed project, or available capacity of the subject facility.
Wastewater generated from the project will be collected,treated and discharged by the Town of Apex wastewater treatment system.
Page 9 of 10
PCN Form—Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat(Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or FX1 Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ❑Yes X❑No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Northern long-eared bat was listed as Threatened in Wake County on 4/2/15 This project involves the removal of trees(see site plan for details).
6. Essential Fish Habitat(Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Essential Fish Habitat(EFH)Mapper www.habitat.noaa.gov/protection/efh/ehfmapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC State Historic Preservation Mapper
8. Flood Zone Designation (Corps Requirement)
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8a. Will this project occur in a FEMA-designated 100-year floodplain? X❑Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Buildings and roads will not be built within the FEMA-designated 100-year floodplain for this proposed subdivision.
8c. What source(s)did you use to make the floodplain determination?
Wake County WAPS FEMA Flood Layer
Scott Mitchell 10/28/2016
Applicant/Agent's Printed Name Ap ca Agent's Signature Date
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

JS Development Company, LLC
October 27, 2016
Mr. Jay Zimmerman and Ms. Karen Higgins
NCDWR—401 & Buffering Permitting Branch
512 N. Salisbury Street
Archdale Building—91" Floor
Raleigh, NC 27604
RE: Denial of 401 Water Quality Certification (DWR # 16-0678) for
Green Level Estates (Apex, Wake County)
Dear Mr. Zimmerman and Ms. Higgins:
Per a recent meeting held between NC Division of Water Resources (DWR) and other parties
associated with the Green Level Estates project, JS Development Company(JSD)hereby formally
waives our right to contest the denial of 401 Water Quality Certification letter dated September 29,
2016. By doing so, it is our objective to eliminate the remainder of the 60 day period to file a
written petition for an administrative hearing and immediately submit a new application that
addresses the areas of concern which lead to the initial denial. We feel confident that the plan
which was discussed at the onsite meeting will address the DWR's concerns leading to a positive
outcome for all parties. We appreciate your continued willingness to work with us on this matter
and look forward to working with you on an acceptable resolution.
Respect ly,
Jeremy Spivey
Managing Member
JS Development Company, LLC
4441 Six Forks Rd. Suite 106-261
Raleigh, NC 27609
Page 1 of 1

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Applicant
(When Applicant has property/properties under contract to
purchase from duly authorized owner of record)
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The Department of the Army NCDENR-Division of Water Resources Z
US Army Corps of Engineers 401 &Buffer Permitting Unit
Wilmington District 1650 Mail Service Center o,
PO Box 1890 Raleigh,NC 27699-1650 `°
Wilmington,NC 28402-1890 0
To Whom It May Concern:
I, the applicant, hereby designate and authorize representatives of Timmons Group, Inc., to act on my
behalf as my agent in the processing of permit applications, to famish upon request supplemental
information in support of applications,etc.,from this day forward. vIn
This the 1.4�—day of PQW6 r ,20j-s-. v
(number) (Month) (Year) 2
I, the undersigned applicant, with written authorization from a duly authorized owner of record of the C a+
property/properties identified herein, do authorize representatives of the Wilmington District, U.S.Army
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Corps of Engineers(Corps)to enter upon the property herein described for the purpose of conducting on- In ~
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
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This notification supersedes any previous correspondence concerning the agent for this project. v c
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Project Name: MACXQ" YDS Location: �� LEJ�j k)FsT Ry. E
Property Applicant's Name(Print): TS DE►/Ct n,Irt (�ivr►PA�Y 3
Property Applicant's Signatu:d9dress:
Property Applicant's Mailing qW1 4;lx r..etc Z. SUM, 10t.-III
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Property Applicant's Email Address: Mec"m IP 0EUELoPMErrn1L_CamCL
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TIMMONS GROUP
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR–Division of Water Resources ,.
US Army Corps of Engineers 401 &Buffer Permitting Unit j to
Wilmington District 1650 Mail Service Center
PO Box 1890 Raleigh,NC 27699-1650 u
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Wilmington,NC 28402-I890
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To Whom It May Concern: — °J
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I, the undersigned, current property owner designate and authorize representatives of Timmons Group, X
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications,etc.,from this day forward. N
This the �-1 day of )�z 20 v
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(number) (Month) (Year) v
c w
1, the undersigned, a duly authorized owner of record of the property/properties identified herein, do !
authorize representatives of the Wilmington District,U.S.Army Corps of Engineers(Corps)to enter upon o
the property herein described for the purpose of conducting on-site investigations and issuing a - W
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Ln `
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. --T ----
This notification supersedes any previous correspondence concerning the agent for this project. I o
Project Mame:/ �I�JC�/�A/r✓! r 1�� J Location- (a(r1��/( o
Property Owner's Name(Print): "" &�N ��
Property Owner's Signature:
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Property Owner's Mailing Address: }
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Property Owner's Telephone:��� � �G�tIF Fax No.
Property Owner's Email Address:- -,1 lw, �
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
AGENT AUTHORIZATION and
PROPERTY OWNER CERTIFICATION FORM
All Blanks to be Filled in by Current Landowner
The Department of the Army NCDENR–Division of Water Resources
US Army Corps of Engineers 401 &Buffer Permitting Unit
Wilmington District 1650 Mail Service Center ,may
PO Box 1890 Raleigh,NC 27699-1650 U
Wilmington,NC 28402-1890 z
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w to
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To Whom Il May Concern: — °D
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1, the undersigned, current property owner designate and authorize representatives of Timmons Group, x
Inc., to act on my behalf as my agent in the processing of permit applications, to furnish upon request
M
supplemental information in support of a plications,etc.,from this day forward. rn
This the �� day of eC 1 et,20Z v ,
(number) (Month) (Year) >- v
%o
C �
I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do °D
rn
authorize representatives of the Wilmington District,U.S.Army Corps of Engineers(Corps)to enter upon a rn
the property herein described for the purpose of conducting on-site investigations and issuing a
UJ
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Ln
Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
This notification supersedes any previous correspondence concerning the agent for this project. o o
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Project Name: I1t Q Z�� Location: C/ U
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{wee n L R des� _
Property Owner's Name(Print): Q _ ���id ��02�L f}!e. E
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Property Owner's Signature: 4�e N
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Property Owner's Mailing Address:
/ d
Property Owner's Telephone: !Zo(h ;2 21 Fax No. .3 3 6 7!1 Q Cf
Property Owner's Email Address: Q Q 4 e /,eio2s d'G•ed,n
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2015-02616 County: Wake U.S.G.S.Quad: NC-GREEN LEVEL
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: JS Development Company
Jeremy Spivey
Address: 4441 Six Forks Rd.
suite 106-117
Raleigh,NC,27609
Telephone Number: 919-291-2179
Size(acres) 18.79 Nearest Town Apex
Nearest Waterway White Oak Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates Latitude:35.7754734890101
Longitude:-78.9144004223608
Location description: The proiect site consists of three parcels located adiacent to Green Level West Rd.,near the town of
Apex.Wake County.North Carolina. Aquatic features on site drain to White Oak Creek in the Cape Fear River basin.
Description of projects area and activity: This permit verification allows for 93 linear feet of permanent stream channel Impacts,
0.224 acre of permanent wetland impact,and 0.02 acre of temporary wetland impacts,from fill associated with the
construction of a culvert/road crossine,lot fill,and stormwater easement for the Green Level Estates residential subdivision.
Mitigation is required for this proposal.
Applicable Law: ® Section 404(Clean Water Act,33 USC 1344)
❑ Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number:NWP 29 Residential Developments.
SEE ATTACHED RGP or NWP GENERAL,REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 07/07/2016. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration order,a Class
I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below; the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced(i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program,please contact James Lastinger at 919-554-4884 x32 or James.C.LastineerOusace.armv.mil.
Corps Regulatory Official: Date: 07/28/2016
Expiration Date of Verifi on: 03/18/2017

SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached
Compensatory 1Mitigation Responsibility Transfer Form,The requirements of this form,
including any special conditions listed on this form, are hereby incorporated as special
conditions of this permit authorization.
2. Cleared wetland areas shall be re-vegetated with a wetland seed mix or a mix of native woody
species. Fescue grass or any invasive species such as Lespedeza.shall not be used within the
wetland areas.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee:JS Development Attn:Jeremy Spivey Action ID:SAW-2015-02616
Project Name:Green level Estates subdivision County:Wake
Instructions to Permittee:The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit,or if the impacts and/or the mitigation will occur
in more than one 8-digit Hydrologic Unit Code(HUC),multiple forms will be attached to the permit,and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager,and the Wilmington District Mitigation Office(see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin:03030002,Cape Fear River Basin
Stream Impacts(linear feet) Wetland Impacts(acres)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.224
*If more than one mitigation sponsor will be used for the permit,only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin:03030002,Cape Fear River Basin
Stream Mitigation(credits) Wetland Mitigation(credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.448
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the
NCDMS acceptance letter identifies a specific site,also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document(see the table above),associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCDMS), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 23 November,2015

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form,confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager(address below)is provided with a signed copy of this form.
• If changes are proposed to the type,amount,or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,
11405 Falls of Neuse Road, Wake Forest,NC27587(email:[e-mail]#. Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: James Lastinger
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive,Suite 105
Wake Forest,North Carolina 27587
Email:[e-mail]
July 28:2016
ACE Proj Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications(including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/to complete the survey online.

3
Action ID Number: SAW-2015-02616 County: Wake
Permittee: JS Development Company
Attn: Jeremy Spivey
Project Name: Green Level Estates/Markham Yates tract/Green Level West RdJApex/Wake
County
Date Verification Issued: 07/28/2016
Project Manager: James Lastinaer
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Raleigh Regulatory Field Office
Attn: James Lastinger, Regulatory Specialist
3331 Heritage Trade Dr.,suite 105
Wake Forest,NC 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

PAT MCCRORY
DONALD R. VAN DER VAART
Mitigation Services
ENVIRONMENTAL QUALITY
June 16, 2016
Jeremy Spivey
JS Development Company
4441 Six Forks Road Suite 106-117
Raleigh, NC 27609 Expiration of Acceptance: December 16, 2016
Project: Green Level Estates County: Wake
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services(DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in-lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame,this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in-lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed at http://portal.ncdenr.org/web/eep.
Based on the information supplied by you in your request to use the DMS, the impacts that may require
compensatory mitigation are summarized in the following table. The amount of mitigation required and assigned
to DMS for this impact is determined by permitting agencies and may exceed the impact amounts shown below.
River CU Location Stream(feet) Wetlands(acres) Buffer I Buffer II
Basin (8-digit HUC) (Sq.Ft.) (Sq. Ft.)
Cold Cool Warm Ri arian Non-Ri anan Coastal Marsh
Impact Cape 03030002 0 0 0 0245 0 0 0 0
Fear
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In-Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable. Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any
questions or need additional information, please contact Kelly Williams at(919) 707-8915.
Sincerely,
Jameq. Stanfill
Asset M nagement Supervisor
cc:James Lastinger, USACE- Raleigh
Justin Milstein, agent
State of North Carolina Environmental Quality Mitigation Services
1652 Mail Service Center I Raleigh.NC 27699-1652 217 W.Janes Street,Suite 3000
919 707 8976 T

i
g011T)2
THE PEAK Or GOOD LIVING ` l
P.O.BOX 250
APEX.NORTH CAROLINA 2 7502
March 28, 2016
Scott Mitchell
Timmons Group
5410 Trinity Road, Suite 112 pex 16-00
Raleigh, NC 27607
Subject: Stream Buffer Determination
Markham Yates Property
Primary Watershed—Jordan Lake Watershed
Dear Mr. Mitchell,
On December 14, 2015, t visited the subject site with you to review drainage features as shown
on the USDA Soil Survey and/or USGS Topographic maps and determine if they were subject to
the Town of Apex (Town) riparian buffer rules. Based on the information obtained during the
site visit and per the requirements set forth in Section 6.1.11 of the Town Unified Development
Ordinance (UDO), I have determined the following riparian buffer widths as summarized in the
table below and shown on the attached map titled, "Markham Yates Property'.
Shown as
Drainage Shown as Determination made Determinedon I
Suffer
Feature on USGS il in the field Width
Surve
-------- y -- - --i
Stream
Intermittent as shown
Upper Not Present Intermittent on attached map 50 Feet
"Stream Upper"
Wetland G Not Present Intermittent Not Subject(Linear Wetland) 0 Feet
Intermittent as shown
Lower Not Present Intermittent on attached map 50 Feet
Stream "Stream Lower"
Wetland C/H Not Present Intermittent Not Subject(Linear Wetland) 0 Feet
Wetland B Not Present Intermittent Not Subject(Linear Wetland) 0 Feet
P P E-1
1.J]
a

Town of Apex
Stream Buffer Determination(Apex 16-002)
Page 2 of 2
This on-site determination shall expire five (5)years from the date of this letter. Landowners or
affected parties that dispute a determination made by the Division of Water Quality (DWQ) or
Delegated Local Authority in the Jordan Lake watershed may request a determination by the
DWQ Director.
An appeal request must be made within sixty (60) days of date of this letter or from the date
the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for a determination by the Director shall be referred to the Director in writing c/o Ian
McMillan, DWQ Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650.
Otherwise the appeal procedure will be in accordance with LIDO Section 6.1.11.
If you dispute the Director's determination, you may file a petition for an administrative
hearing. You must file the petition with the Office of Administrative Hearings within sixty (60)
days of receipt of this notice of decision. A petition is considered filed when it is received in the
Office of Administrative Hearings during normal office hours. The Office of Administrative
Hearings accepts filings Monday through Friday between the hours of 8:OOam and 5:00pm,
except for official State holidays. To request a hearing, send the original and one (1) copy of the
petition to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-
6714. A copy of the petition must also be served to the Department of Natural Resources, c/o
Mary Penny Thompson,General Counsel, 1601 Mail Service Center, Raleigh, NC 27699-1601.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal
within sixty (60) days. If you have any questions, please do not hesitate to contact me at (919)
249-3524.
Sincerely,
JRiTemple
Environmental Specialist
Attachments
PPEx
Ion
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s
'ATy C A��v

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Wetland C Wetland
-Series 1 Drainage Pattern
-Not Buffered t �.
Upper Intermittent
s.
Stream-Buffered
at Timmons Start
and End Flags Potential Wetland
-Not flagged
1� ti
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68 �
256
Wetland G
Wetland C/H
-C Series 2 Lower Intermittent
^ Stream-Buffered
at Timmons Start
Flag
Wetland B
Isolated Wetland E
.c
Markham Yates Subdivision N ""0 kri ere yetbrt lO pradu-e-0 peaN'
0 50 100 200 Feet dw mutA-rent and aauue ntormalion passtle
Premnmery w 11—ds denrical-i sketch-Sortable for preliminary planning purposes only Nota survey Not GPS ko ateo L i 1 r I rinrerver,me map.are prodxed Idr inlunnaapr papa ,
Nota vad b en a Malo a n� and are NOT wveys.No wananaes.twessed ar nrpwd,
plxo y" Y' 9 ry '3r+ Y I Inch=100rteel are prnwded W die darn dvnvn,as ree,ra ks irve pi ratm
Dacumbcr 4,2015

Wake County Soil Survey -7 �-��-i� WAKE COUNTY, NORTH CAROLINA
Map Sheet# 55
VF
CIS �GtB2
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Markham Yates w w �
Subdivision Site
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Buffered at ¢Q r w•
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f
Group Flags INT Stream 's 092 wsc
Start and End 9
Buffered at wr,
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t
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_ r E • r.�^y�C 9' GAG 4;.'�"(..
per z
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Subdivision Site
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Q—A' ,U,-LL. -�,

NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11
NC DWQ Stream Identification Form Version 4.11 +roar" (ApO r
Date: I a b4 IS Project/Site: tukvejj,114M _Y44r_1 Latitude: 35.7760
Evaluator: "S N County: w4�G Longitude: - 79.cl I t,3
Total Points: Stream DebeaWnaMon Icircle one) Other
Stream is at least intermittent
if 19 or erertnialifa30' 3 .6 Ephemeral Intermittent erennial e.g.Quad Name: �irCGq (eyL
A. Geomorphology (Subtotal= 5 Absent Weak Moderate Strong
18 Continuity of channel bed and bank 0 1 3
2. Sinuosity of channel along thalweg 0 2 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 2 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 2 3
S.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. Grade control 0) 0.5 1 1 1.5
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel o= Yes=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
14. Leaf 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 .5 1 1.5
17.Soil-based evidence of high water table? No=0 Yes=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(rate 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
24.Amphibians 0 0.5 1 1.5
25.Algae 0) 0_5 1 1.5
26.Wetland plants in streambed FACW=0.75; OBL=1.5 Other=0�
'perennial streams may also be identified using other methods.See p,35 of manual.
Notes: 5Ire4_ sl v"4 &A T�w._oaAs til., Io a (7v-c.A ",/.e I lFJt r� KoG n)5
Sketch:
r
UPpw �0
41

NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v.4.11
NC DWQ Stream Identification Form Version 4.11 5+rtc-M W,-"
Date: 4 If 15 ProjectlSite: M"k 6m, Latitude: &6, 77 5 b
Evaluator: I GrO` County: L-N0,r,,L, Longitude: -
Total Points: Stream Det" inattoQ(circle one) Other
Stream is ofleast bifermlttent Z 5 Ephemeralte!rmltte_nIlPerennial e.g.Quad Name: GretA
if a 19 or perernal ill 30"
A. Geomorphology (Subtotal= Z,5 ) Absent Weak Moderate Strong
1'Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 2 3
3. In-channel structure:ex.riffle-pool,step-pool, 0 1 3
ripple-pool sequence
4. Particle size of stream substrate 0 1 3
S.Activelrelictfloodplain 0 1 2 3
6. Depositional bars or benches 0 1 2 3
7.Recent alluvial deposits 0 2 3
8. Headcuts 0 1 2 3
9.Grade control 0 0. 1 1.5
10. Natural valley 0 0.5 (1 1.5
11 Second or greater order channel Na= Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal 7. 0
12. Presence of Baseflow 010 2 3
13. Iron oxidizing bacteria 1 2 3
14. Leaf litter 1.5 1 0.5 0
15.Sediment on plants or debris 0 0. 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 2es=3
C. Biolo Subtotal= 7,v
16. Fibrous roots in streambed 3 2 1 0
19. Rooted upland plants in streembed r3 2 1 0
20. Macrobenthos(rote diversity and abundance) 0 1� 2 3
21.Aquatic Mollusks 0 2 3
22. Fish 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 0. 1 1.5
25 Algae o 5 1 1.5
26.Wetland plants in streambed FACW=0.75, OBL=1 5 Other=0
'perennial streams may also be idertified using other methods.See p.35 of manual.
Notes:
Sketch:
&-` v4tra n� 1 H
w�
41

NC Division of Water Quality-Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v.4.11
NC DWQ Stream Identification Form Version 4.11wets«-
Date: 12/D'4/15 Project/Site: Mo„rk6,,r,, `f AA rj Latitude: 35.7753
Evaluator: 7 m ss G V­ County: Longitude: - ,9 15 3
Total Points: Stream Determination(circle one) Other
if it 19 or
a least ennialntermfttent j$. Z,5 Ephemeral Intermittent Perennial e.g.Quad Name:
if it J9 or erennial pa 30"
A. Geomorphology( Subtotal=__( .0 Absent Weak Moderate Strong
1' Continuity of channel bed and bank 0 1 2 3
2.Sinuosity of channel along thalweg 0 0 2 3
3.In-channel structure-ex.riffle-pool,step-pool, fel 1 2 3
ripple-pool sequence lJ
4.Particle size of stream substrate 1 2 3
5.Active/relictfloodplain 0 1 0 3
6.Depositional bars or benches 1 2 3
7, Recent alluvial deposits 0 2 3
B. Headcuts 0 C1 2 3
9.Grade control 0.5 1 1.5
10.Natural valley 0 0.5 1 1.5
11.Second or greater order channel o=0 Yes=3
artificial ditches are not rated;see discussions in manual
B. Hydrology Subtotal= 0
12. Presence of Baseflow 0 1 2 3
13. Iron oxidizing bacteria 0 1 2 3
14.Leaf litter 1.5 1 0. 0
15.Sediment on plants or debris 0 0.5 1 1.5
16.Organic debris lines or piles 1 0 1 0.5 1 1.5
17.Soil-based evidence of high water table? No=0 C Yes=
C. Biology Subtotal= . 25
18.Fibrous roots in streambed 3 2 0
19.Rooted upland plants in streambed 2 1 0
20.Macrobenthos(note diversity and abundance) 0 15 2 3
21.Aquatic Mollusks `20 1 2 3
22.Fish 0 0.5 1 1.5
23.Crayfish 0 0.5 1 1.5
24.Amphibians 0 (0 V 1 1.5
25.Algae 0 0.5 1 1.5
26.Wetland plants in streambed FACW=0 75 OBL= 1 5 Other=0
'perennial streams may also be Identlfled using other methods.See p 35 or manual.
Notes: ra:r,a r t`nrou ;, --A-ki n a<..eS .0 re«k bttLT<r r
Sketch: ( � w--P-T Of 2
41

,
Markham-Yates Property Aerial N Disclaimer
A imhe m makes every ettort to produce and publish
0 50 100 200 Feet the most current and accurare Information possible.
1 I I I I I I I I However,the maps are produced for trdormadon purposes,
and are NOT surveys.No warrarmes,expressed or implied,
1 Inch=100 feet am provided for the data themm,as use,or as mterpretaoon.

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Markham Yates Subdivision Vicinity Map N Diselakner
Maps makes every effort to produce and publish
A 0800 1,600 3,200 Feet the most current and accurate information possible.
L i i i I i i i I However,the maps are produced for intormation purposes,
1 inch—1,600 feet and are NOT surveys.No warranties,expressed or implied
,are provided for the data therein,its use,or its interpretation.

Markham Yates
Subdivision Property
w.rG�e�t�Le rd W• PIN:0723571368
Real Estate ID:0105663
Map Name:0723 02
Owner:YATES,DAVID L YATES,BARBARAA
Mailing Address 1:3929 GREEN LEVEL WEST
x RD
Mailing Address 2:APEX NC 27523-7506
Deed Book:010193
MkDeed Page:01233
Deed Date:06/13/2003
Deeded Acreage:2
�I< Assessed Building Value:$143,490
d Assessed Land Value:$195,000
v}est P Total Assessed Value:$338,490
t` ^,
ee���eJal
lolng Class:perty Description:
PrPROP DAVID L YATES
BM1978-00430
Heated Area:1608
1 Site Address:3929 GREEN LEVEL WEST RD
Township:WHITE OAK
Year Built:1978
Total Sale Price:$146,000
Sale Date:06/13/2003
Type and Use:SINGLFAM
Design Style:Conventional
Land Class:RES 10 AC
Old Parcel Number: 540-00000-0056
i
/ N
0 100 200 400 Feet
I i i i I t I
1 inch=200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However,the maps are produced for information purposes,
Wake CoUnty,City of Ralei�yl and are NOT surveys.No warranties,expressed or implied
are provided for the data therein,its use,or its interpretation.

Markham Yates
Subdivision Property
PIN:0723573132
Real Estate ID:0105664
'Ur Map Name:0723 02
Owner:MARKHAM,KENNETH M
Mailing Address 1:4034 NC HIGHWAY 751
Mailing Address 2:APEX NC 27523-5692
U` Deed Book:010193
Deed Page:01.132
Deed Date:06/13/2003
Deeded Acreage:10.51
Assessed Building Value:$0
Assessed Land Value:$652,750
y ." Total Assessed Value:$652,750
Billing Class:Individual
Property Description:PROP OF DAVID L YATES
C'�cGr 4� Heated Area:0
Site Address:4005 GREEN LEVEL WEST RD
Township:White Oak
Year Built:0
Total Sale Price:$0
Land Class:VACANT
Old Parcel Number: 540-00000-0057
I
1
;4
t
N
r 0 100 200 400 Feet
1 inch=200 feet
Disclakner
Naps makes every effort to produce and publish
the most current and accurate information possible.
However,the maps are produced for information purposes,
Wake County, City of d(ei(Jh and are NOT surveys.No warranties,expressed or implied
are provided for the data therein,its use,or its interpretation.

Markham Yates
Subdivision Property
v c1' PIN:0723577272
cit Ceti t Real Estate ID:0339070
Map Name:0723 02
Owner:YATES,WILLIAM L HEIRS
f_ Mailing Address 1:C/O GAYLE Y REID
Mailing Address 2:3150 MINART DR
lF Mailing Address 3:WINSTON SALEM NC
27106-2638
Deed Book:001462
j Deed Page:00-E-
Deed Date:08/21/1993
Deeded Acreage:6.28
Assessed Building Value:$0
Assessed Land Value:$445,140
�`rN�st Total Assessed Value:$445,140
Billing Class:Individual
Property Description:REMAINING PORTION
SOUTH OF R/W WM L YATES HEIRS BM2005
-01316
E.„ Heated Area:0
Site Address:0 GREEN LEVEL WEST RD
Township:White Oak
Year Built:0
Total Sale Price:$0
Land Class:VACANT
Old Parcel Number:--
N
A
I — 0 100 200 400 Feet
- 1 inch=200 feet
Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible.
However,the maps are produced for information purposes,
Wake COUnty,City of Raleigh and are NOT surveys.No warranties,expressed or implied
,are provided for the data therein,its use,or its interpretation.

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antl are NOT surveys.No waoarmes,expressed or implied,
1 Inch=100 teat are provided for the data therem,its use,or its interpretation.

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Markham-Yates Property Soil N Disclaimer
A the most
every effort r produce and publish
0 50 100 200 Felt the most current and accurate information possl6le.
I i i I i However,the maps are produced for mtormatlon purposes,
and are NOT surveys.No wartanaes,expressed or implied,
1 inch=100 feet are provided for the data therein,as use,or as Interpretation.

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Markham Yates Subdivision N Disclaimer
0 50 100 200 Fee[ iMups makes every effort m preduce and publish
the most current and accurate information possible
"h.�,� v us��.. t ll i,i,� e ,a� :abi r;icn y u. ;;,banning purposes only-Not a survey-Not GPS located L r r i I t r t 1 Hmvevec the maps are litWuLvd for information purposes,
Not approved by any regulatory agency and are NOT surveys No warranties,expressed or implied.
December 4,2015
1 inch=100 feet are provided lot the data therein.as use,ur its interpretation.

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Markham Yates Subdivision Floodplain N Disclaimer
0 400 800 1,600 Feet Maps makes every effort to produce and publish
A the most current and accurate information possible.
I i i i I i i t I However,the maps are produced for information purposes,
1 inch=800 feet and are NOT surveys.No warranties,expressed or impked
,are provided for the data therein,its use,or its interpretation.

(;D
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DRAINAGE SWALE vI vI\
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26s I FLOOD HHS
LINES
T(919)552-0849 205 S.Fuquay Avenue GREEN LEVEL ESTA TES
F(919)552-2043 Fuquay-Varina,NC 27526
u rr LOT 13, 14, 15 �♦
ENGINEERING NC LIC.NO.P-0799 GRADING EXHIBIT

15'RCP LEGEND:
GPS1 27BIb'. '.
24'RCP GMVEIPE
15'RCP 293.46' `u''''"r`n....a�.v-''^�'a.a"''."✓.n'",�wti..`..u'`e' ARON PIPE --
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--

CnORDIIJATE RELOCATION COORDINATE RELOCATION
OF POWER POLE WIPOWER GENERAL NOTES:
COORDINATE RELOCATION Of POWER POLE WIPOYYER RELOCATE MAILBOx
OF POAER POLE WIPOAER RELOCATE MAILBOX COMPANY COMPANY ACOORDING TO GREEN REMOVE 15'RCF I A COPY OF THE DEMOLITION NOTIFICATION FROM THE NORTH CAROLINA HEEL
COMPANY ACCORLUNG TO GREEN LEVEL WEST ROADWAY STORM DRAIN RDINATE RELOCATION HAZARD CONTROL UNIT AN ASBESTOS INSPECTION REPORT FROM A NORTH
LEVEL WEST ROADWAY REMOVE -IMFROVEFAENTS
OF POWER POLE WIPnAER - CAROLINA ACCREDITED ASBESTOS INSPECTOR MUST ACCOMPANY THE
T
IMPROVEMENTS. REM�;NE GRAVEL DRIVE MAILBO+' SAW CUT AND REMOVE
COMPANY PPPUCATION FOR THE DEMOLITION PERMIT WHICH MUST BE OBTAINED PPoi1R
ASPHALT TO LI MTS SHOWN ZCO.
THE START OF DEMOLITION '
Z __ CONTRACTOR SHALL NOT BEGIN ANY DEMOLITION WORK PROP TO APPROVAL o8- 'Y
-. �E� RIt?COORDINATE G R E E N LEVEL WEST ROA-D _. ,..._. -__ -.. 2 AND ISSUANCE OF LAND DISTURBANCE AND DEMOLITION PERMITS ISSUED BY s Y E �'E
WITH P'LWER'vMAPA1v i✓ c:v�s.lc.Ic..-a.na THE TOWN OF APEX -o -
Y x
_ e
i STREAM AND WETLAND IMPACTS TO BE PERMITTED THROUGH THE US ARMY 8
CORP OF ENGINEERS AND THE TOWN OF APEX COPIES OF IMPACT APPROVALS
_ N REMOvE'NER-HEADELE - ---- TO BE FRONDED PRIOR TO APPROVAL OF CONSTRUCTION DRANNGS
- A COORpWATf WITH POWEF- '.�:�.I: - � '-``- -.~--- '+`----- � _ _ _ 4 CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING TOWN OF w
- --R1=MOYE
REMQVL -REMOVE IS'3R6F .._ 7- - -= _ ADJACENAPEYINFRT
PROPERTY ATE UTILITY,
COMPANY INFRASTRUCTURE OR
�TNRMDRAIN �,-rrr+"�+'•m STORMDRAIN .vwwrvr+ `,."} _y.- _ ROPERTY OWPERS PROPERTY i«
�'S :.r - _- »e. i ('m f r 1 r y.- --- 5 DEMOLITION OF STRUCTURES ANDOR UMUTIES BASED ON EXISTING '$ W
g'" 11 ~_ CONDITIONS SURVEY IF FIELD CONDITIONS DIFFER FROM THOSE SHOWN ON '
�n,DING T° ' .P n+dr TA TP TP, m Tc TR 1 - +- ____ THIS PLAN THAT REWIRES ADDITIONAL DEMOLITION THE CONTRACTOR$HALL o
NOTIFY THE OWNER ANDOR THE ENGINEER PRIOR TO PROCEEDING WITH `
MOVt tlt I � REMOVAL OF STRUCTURE APDIOR UTILITY
OVER-REPO TPEMEVE CONSTRUCTION 6 CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER IN THE EVENT THAT
ELECTRIC ENTRANCE INSTALL TREE UNANTICIPATED HAZARDOUS MATERIALS ARE ENCOUNTERED CONTRACTOR
I/ I
COORDINATE �t E REMOVE 1 1
,1(I PROTECTION FENCE SHALL COMPLY WITH ALL REQUIREMENTS AND REGULATI ONS FOR DISPOSAL OF
GRAVEL DRIVE 1 HAZPApOUS MATERIALS
I COMPANY PROTECTIO 1
..yyam� FE TREE 7 CONTRACTOR IS RESPONSIBLE FOR COORDINATING RELOCATION OR
1/ REMOVE O~R-HE ECTRIC INSTALL TF FENCE AROUND '
REMOVE EXISTING WELL ' DEMOLITION OF PRIVATE UTILITIES WITH THE PROPER PRIVATE UTILITY Q
COORDINA WITH WER COMP HER TO NOTES ON C-0I EXISTING DRIVEWAY UNTIL COMPANY
J < REMOVE DRIVEWAY IS REMOVED ONC
DRIVEWAY IS REMOVED, T I X B CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A TRAFFIC
t `' I ONCRETE H ]{]1 CONTROL PLAN PER NCDOT AND MUTCD STANDARDS
Ws,
`
LINE T 0 E I PAD I 1 " 9 COMPACTOR IS RESPONSIBLE FOR THE SECURITY OF HISIHEREWIPMENT AND
t i MATERIALS STORED ONSITE DURING CONSTRUCTION
VACATED L
Y- REMOVE SEPTIC TANK AND 1 \
' MOVE BUILDING ` FIELD.REFER TO NOTES ON C-01 1 10. ANY PAVEMENT CUT SHALL BE DONE AS A FULL DEPTH SAW CLI WI7H LINE'' v
IST TP FENCE AFTER REMOVE BUILDING STRAIGHT AND NEAT
IL"G REMOVAL TO 50'JORDAN LAKE PROPERTY t � {{44 11 ALL DEMOUSHED MATERIALS SHALL BE DISPOSED OF OFF-SITE IN ALAWFUL V
LIMIT§ F RCA A$SHOVM STREAM BIffFER _ _ - - - - - LINES TO BE {y MAKER 1 j
'\ VACATED 1 v �1
v � (� 12 CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY UTILITIES DEEDED DURING
---- I RE-VE PROPERTY �V,� w CONSTRUCTION
v'
BUILDING LINES TOBE OO y�A+-'-"^� J
�^ VACATED -�n : _f c 13 BUILONG&DWELLING REMOVAL SHALL INCLUDE MAIN STRUCTURRE AS WELL AS
REMN.IVE T � err.vya.Y,ay. APPUCABLE FOLWATIONS,SLABS,PORCk1ES,DECKS,STOOPS,WALK WAYS AND
PROPANE "rl UTILITIES l
-. TANF�
-' REMOVE / Z
9 LEGEND: LL,�
I 50'JOMPN LPHEX TREES _ / W
STREAMBl1FFER x TREE REMOVAL J
/ R /
INSTALL TREE __D IMPACT
NON E ...:'... ..... :. � / PROTECTION FENCE N\�y Lu =
y ISOLATED TL
NONISOLATED WETLAND IMPACT AREA W ASPHALT REMOVAL
rp ANG
- IMPACT AREA KI V f
PROPOSED PERMANENT ✓r / GRAVEL REMOVAL W
STREAMIMPACT=93 LF / \
REFERTONOTE K3 ';`:�''f' / '1' ad
NONISOLATED WETLAND NONISOLATED WETLAND BUILDING REMOVAL cc Z
v
- � IMPACT AREA#2 IMPACT AREA tl3 / / \
--. \ YRFLOOD PL AIN LINE PER Q, f f UTILITY DEMOLITION V
FEMA FLOOD PLAINT- TREE PROTECTDNCE
N FE
INSTAL TREE
\F
PROTECTION FENCE �E:FIECTIVE
W
0
INSTALL TREE PROTECTION
NONISOLATED WETLMID tI / FENCE ALONG LIMITS OF
---- IMPACT AREAtS `I,L.11'(//
- v
DISTURBANCE FOR GREENWAY
343IL REFER TO C-15 FOR LOO
I 50'JORDAN LAKE
& ISOLATEDWETLAND STREAM BUFFER -
a IMPACT AREA d1
m
! �J REMOVE
nP
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i
b
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Th,agnaWres afaxeG aglow a¢NNa�Nis sM1eel M1as hen re anA aDDro+etl sdely Der lM1e 50' 2255. 0 5D 100•
ENVIRONMENTAL DELINEATION NOTES: =eR'Pvwnx9gneEnnNecmerxM1ee,o}Nexe=¢,sN=aanaare"`°
& TREAM&WETLAND DELINEATIONS CONDUCTED BY TIMMONS GROUP IN DECEMBER _ SCALE'NC , I
- WN J15 USACE&TOOF APEX CONCURRENCE OF ENMRONMENTAL FEATURES _a+-Engneecmg Da¢ EWK w¢xs Em Frogran¢ Dao HONTAL
ILL
;ANUARY 2016 TOWN OF APEX PROJECT ID NUMBER FOR BUFFER CALL IS'APEX
T1 USACE JURISDICTIONAL LETTER TO BE PROVIDED PRIOR TO APPROVAL OF WETLAND IMPACT TABLE k.oansponso� Dare R,�n.w p;¢
JITION DRAWNG$
� N1(ac) #2(ac) K3(ac) M4(ac) Ib(ac) TOTAL(ac) crn-eDaanp InsDemms - Dare wann.q.irarnDArtaem Dae- �
_ Z
IVCN ISOLATED VIETAND'.= O009 0009 OOW 0172 --"' 0155 ¢
ISOLATEDWETLAND'Y D256 0256 aDdK woes-waensewer- oarc
_ 0411
V
audk worksEknnc Da¢ RaAs,Reaea0gn.8 C�lural Rex pat Z
aDd<w¢ax-S4E C-05

GENERAL NOTES:
I BEFORE YOU DIG.STOP CALL THE NC ONE CALL CENTER AT i BM632-4949 IT'S THE >q
20PUBLIC LAW EXISTING SHOWN FROM THE BEST
UTILITY EASEMENT AND ARE APPROXIIMATE ITIS THE CONTRACTORS AVAILABLE INFORMATION
RESPONSIBILITY VERIFY ^
REFER TO GENERAL SIGHT DISTANCE
'T\ TRIANGLE REFERTO C-07 REFER P. - THESE AND OTHER UTILITIESECALL FORE STARTING CONSTRUCTION NOTIFY UTILITY In
MUTE R17 \ - y'
- \ GREEN LEVEL WEST R-©-A D SHEET._-.7 L0.ATIMGCOMPANIVIONECALL@1"800b32494910RINgNOIIALUTILITY OWNERS _ w
�PRC'Pl]SEC ASFIiAkiBRIbEtWAV- '11811Cal oF- .. - ALLCOFOR UNDERGROUND HALL ONS PE TLEAST F APE,OURS STANDARDS
ANDVANCE
RDSA u �
_ _ _ 2 PLL CONSTRUCTION SHALL BE PER TOWN OF AFE<STANDARDS AND §-
`..__ SPECIFICATIONS Nil!
3 ALL DIMENSIONS PRE IN FEET AFD TO EDGE OF PAVEMENT UNLESS OTHERWISE x o
'.13 14.00 15.00 16 -T __ _ 16ix _ 19+OC 20-00 2'aG:: -_. NOTED S
. - `i�r _ .__ ELEMENTS ME PERPENDICL LAR Tt.EACH OTHER UNLESS OTHERWISE
•-*'-- -�T 4 NOTED E
r ------
ax .. R40' R40' -- 5 CONTRACTOR SHALL INTACT ALL OWNERS OF EASEMENTS,RIGHT-OF-WAYS AND
UTILITIES,PIBU C OR PRIVATE,BEFORE WORKING IN THESE AREAS
6 PRTECT ALL PROPERTY MONUMENTS AND PINS MONUMENTS AND PINS THAT W1 LL
AY D.- l II.;LJ
BED DISTURBED WRING CONSTRUCTION SHALL BE REFERENCED AND REPLACED E,
-� A-'F, 15'PLIBLICUTIUT� VENT -- L► - TRANGLL REFER
30'TYFE'E' `T' EL ''• - - A ® Tt,LDi .L'TYPE'E'7HUROUGHFPRE BUFFER PoGFT OF WAY CE: TERMII AUCENSED LAND SURVEYOR AT THE COST OF THE CONTRACTOR �T _Q
THORDUSHFPRE PUFFEq - .- ... E
- -- -_ - -- - '7DER'e'' CONTRACTOF SHALL MAINTAIN THE SITE IN SUCH A MAMER THAT WORKMEN
THE PUBLIC VALE BE PROTECTED FROMIN INJURY AND ADJOINING PROPERTY
PROTECTED FROM DAMAGE
w
15'PUBLIC UTILITY EASEMENT tl CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON a J
-._.. &,V 51.w 2B M34 y.3g iE w.0 eau 4117 %99 2a .74 6126 5111 .u.i.' ae.7e 81.1E THE PROJECT PPD AT LEAST IXJCEAWEEK DURING
z7. 3819 I -L1' t] � � � CONTRALTO PLETI ONISTH
9 COMPACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM PNNOR
1e 2J'x10'PPoVATE ENTRY Op
,.. O R Y-¢, MATERIAL DUE TO CONSTRUCTION ERATIONS ALL STREET SURFACES,UTILITY,1 V I D
.._. 7ERM0'lAtt : F -----1 I r-----1 I a RESOENMi Srr+E ---- ---- -------- ------ -
k __ I ? SIGN EASEMENT REFER r- 1 I r -I I r POLES,CULVERTS,DITCHES CURB AND GUTTER OR OTHER STRUCTURES THAT ARE
r- TO GENERAL NOTE 018 I I I I I I I LOT // / I DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL
I I
I I Igl LOT I e LOT I I LOT I I LOT I 1 / /
LOT I`I i 29 i g } I I I IT I BEREPLACEDOFREPNREDBYTHECONTRACTORINPCCOPDPNCEWTHTHE
I 1 ® / / I APPROPPoATESPECIRCATIONS
LOT I I LOT 2B 10.682 SOFT. I O IRI I 02 I I I O I I I 12,488 SOFT. /: / 10 IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED
27 1�I 1 11O. I' I 025 AC. i I f0.7325QFT. 1 I 9.810 SOFT. I I 9.635 SOFT. I I 029 AC. /e / LOT / NECESSARY BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS
21.582 SOFT' I 1 12,285 SOFT, I I 264 AD. 50'ROW I 025 AC. I I I 022 AC. I 1 I 0.22 AC. I I TFEREOF SHALL BE SUBMITTED IN WRITING TO THE FACIUTV DESIGNER FOR
/ / REVIEW NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED
. ...� I 0.50 AC. I 028 AC. 1 1 1 I I 5'SIDEWFLK.TYF I I I
I I � �BC� / 15,873 SOFT. / / WITHOUT APPROVAL BY THE FACILITY DESIGNER
IOWD'SIGH _ 38'9YW4BARG•EU�1B1 ItlV'itt e-yVl �{►1NF]-�\ // / 0.36 AC. / 11. ANY AND ALL QUANTITIES SHOWN OR IMPUED ON THE PLANS ARE FDRESTIMATION
ANGLE _ �1 &GIUTTER,TYP INR roEN14LL$TfiEET 16-95 / / /6•* ///�\ PURPOSES ONLY
-- ---ay9--- _ 30'STANDARD / / \ 12 APPROVAL OFTHISPLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
TR
' .': .t••i .'REBl1URCE: •. `VPHPBLE WIDTH TOA L' .w �eee� J URA&GUTTER/ / \ m PROPERTIES WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING.PERMISSION
l wR LOT
y���:COM$ERVATbN". \\ \ PUBLIC UTILITY 14+W 1 MUST BE OBTN NED FROM THE AFFECTED PROPERTY OWNERS
•..AA�RCA?'.: ".; - EASEMENT U 13 ENTRY SIGNS SHALL BE LOCATED IN A DEDICATED EASEMENT SIGN MUST REMAIN
- -- -
12848QFT.: \ �/ G� Pi:13+87.5 \ \ // \\ .aY OUT OF SIGHT TRIANGLES AS SHOWN ON PLANS
4F/ \ u \ (T 14 ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT ui
0281. MILLI 5 FEET @I S INCHES DEEP MNMUM TO PROVIDE A LONG TUONW.LAP JOINT
'& :::'::' :'.'. 018 '�-- --aE4P - --+,za---...-- -•, -- a47- \ 986 FOR FINAL SURFACE LAYER NO MILLING SHALL BE LEFT FOR A PERIOD OF TIME
ti 11, FT.
IOx70SIGHT "� \\ \ GREATER THAN 40 HOURS AFORE ASTREET IS TO BE PAVED OR RESURFACED
o UBLICACCESS ��1j �1 r `
---- - LE -- JAF - - v, PACE SHALLBE OWNED BY HOMEOWNERS
:a•..' .STREAM BlI#R / 1 .. \
PUBLICACCESS TRIANGLE � K� \ 15 COA9AON OPENS Q Q
�76EIDETPII2�1 I rEASEMEM 171 T-ERMINATE � I r (ABLE WIDTH:;T!IRM \� - i� \ ASSOCIATION 1�
�*c HOA QEHI•D CBU WALKI 1 I BEHIND SW I I 1SDEWPLK I I 1 ORPIN EASEMENT�� \\ \\ i�� \ 9 16 ANY SPECIALITY STREET SIGNS INCLUDING POSTS SHALL BE SUBMITTED TOTHE
I LOT I I I I ..� LOT \ TOWN OF APEX FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION
1 COMWRAREA R LOT LOT LOT \ 17 PUBLIC UTILITY EASEMENTS ALONG GREEN LEVEL WEST ROAD SHALL BE
`r /Q� ,K� ffiI 16 I FI I �I I I I LOT \ 50'Row 7 \ ui
_ 50'.pRDAN W2E / hisAc. ' I O I Irl 15 I Ilgl 14 I 1�1 13 1 I I \ 27'BC�HC O \ RECORDEDPRIORTO RI GHT OF WAV DEDICATION ALL OTHER PUIBUC AND PRIVATE
S BUFFER \Y �( / 9,262 SOFT. 12 \ 10,323 SOFT, �� EASEMENTS SHALL BE RECORDED AS PART OF THE FINAL PLAT OF THE J
I I 'I 9.527 SOFT. I I 8,476 SOFT. I I 9,426 SOFT. 1 I O -. .'0
\4> „-' 021 AC. 17329 \ \ +\ 024 AC. / ,3 }.s SUBDIVISION EASEMENTS BASED OF CENTER OF UTILITY OR PIPE SMALL BEPER O
r� I I 0 22 AC I I 022 AC. I I 022 AC.eII \,- , TREE PROTECTION
TREE PROTECTION�� :.'.:.:::" ':' :.`.>�RDs'sC / rruruEl I aaLcWr4N4tLa 1 Dat AC \ ACBULT LOCATIONS
1 FENCE TVp \ _--, /� \ Ol�taloE afzar a4c41rr4oE ord / /�\ - FENCE,TYP I8 SUBDIVISION ENTRY SIGN SHOWN FOR REFERENCE ONLY FINAL DESIGN ENTRY
a
2T BCR \ -n I - :. -i I ----------- 1 S \ �/ �,.
LOT \ .. .- 5'SIDE WALK.TYP LOT // DSIGN SHALL BE SUBMITTED TO EPARTMENT FOR APPROVAL TOWN OF APEX BUILDING B INSPECTIINJS
I 25 \ ° S sIDEWMK rvF LOT ;3 Q
1 O I \ 17 ) 4zYf•_I_ 7, - -I mm' - �4°'°2- - - _ _ '�.. S70RM DRN \\
18.B35SOFT. �� 192350Fi. / 14 1z42+'- ASEMENT \ 10 TYPE P'BUFFEP J
L, 0.43 AC. T ------- - 3
\ -- _ ` >' ,8 / \\ \%/ -�` ' LOT \� 10.581SOFT.
_ 5 TOWN OF APEX WATER \ Y / � � 7 AC. /
METER&fLEANOUT / \ .,b L�
EASEMENT,7YP� - / \ •R'� 30'TOA PUBLIC
/ / LOT'-\ \ UTILITYEASEMENT // L28AO. II
LOT / / -�"
24 a y 3& a \ 764 SOFT. \ WIDTH- LOT \
P / \ / VARIABLE \\ -
1 / / 027 AC. \ �- 9aa r� \ 0
12,030 SOFT, / / / / RIVE \\\ --------------1 TERMINATE g •A, LEGEND:
028 AC. / P CES, / $ MAINTENANCE I / O \
- L--- -.__.J E CEMENT '� / / EASEMENT / I LOT 20TOAPUBLIC 1 IS \Ai T\DEWPLK 19,383 SOFT. \ `�} STREETLIGHT
/ 5 BEIIND SW --- UTILITY EASEMENT \ 044 AC \ _ SIGN
FM'
�' I TEy�NATE LOT \ ` �..�..�..� 16.0373 SOFT. iT '4`\=�
WHEELCHAIR RAMP
Q �q+* r 9 P l y
SIDfWPLK 1g ,y I AC. _ T \ ® CLUSTER MAILBOX UNIT
W' •8/
I / L 100
0.38/SOF.aaaa iTt / \ L1�t �/ - BWIDEPAVEDPIBLIC - �` \� -_ _- ROADWAYENTER LINE
LOT \ \ 024 C. 3/ \ I --� - - 1 I GREENWAY TRAIL �_a43r TOP `,. ---- LOT UNEC
\ gV +&/ �- RIGHT OF WAV UNE
1 13.350 SOFT. /> ^\ ` \ // / EASEMENT LIC UTILITY I / 0 == 0 PHASE LINE
I �/ / A ` -- --_
-- _ 0.31 AC. // /.�\\ �9p. 8 // T -\ / J - SETBACKLINES
LOT � �/ � p'PRIvarE STORM - ._.._. - BMP LIMITS
s
4O PUBLIC \> EASEMENT - - - EASEMENT
A // UTILITY EASEMENT \` 9.575 SOFT. / / / _ I VALLEY CURaB GUTTER
I // a / ! 50'JORDAN LAKE /' a
10 TYPE'B' / / 1 022�• / Pia 1.23.5
FLIPPER 1 / / / / P, STREAM BUFFER / STAIDARDCURB&OUTTER
/ SPILL CURB&GUTTER
LOT I �� �\ \\�.�\ / �"/ v P0:12,20,2 / 20'PUBLIC GREENWAY EASEMENT - -^
/ J / STORMWATER / •,; D>� �� ORNAMENTAL FENCE
L O I I I \ / MANAGEMENT AREA /' •1°
16,024 SOFT.
C4
0.34 AC.
LOT \i // /" .`� / CONCRETE APPROACH SLAB Row _
BOARDWALK
" I / 571:11+55.68
BEGIN BOARDWALK 25 5 e4
21 aEcw APPROACH APRON fi _ _
15.492 SOFT / / / �< 1001'R FLOOD PLAIN LINE PER FR FRONT
0.36 AC. /� EFFECTIVE FEMA FLOOD PLAIN
3 S
r
A MAP
w
r
--Q PUBLIC.
/ .. �!/ saFr.: ,:' av 50JORDAN LAKE
UTILITY EASEME9Tf /� ' / / EI DSSEG.,... STREAM BUFr ER I L7 // `.I'4 IpI I�+ I
v
S _
/ - _ jf: iA j I ��� NI r NII s�
10'TYPEP BEEPER ^o P;`V t- / CPRY/0 TO TOWN OF 4
TOWN OF APEX PUBLIC110'WIDEPUBLIC BOARDWALK iBUFFER 1B
_ ���
/yP
d j , / GREENWAY AT BOARDWALK �AF .J L '�"'-// PRWOSEO WHITE OAK CREEK GREENWAY
9 UNE TABLE % t r it-:".., J- --. BY TOWN OF CPRYTOWN OF APEX SIDES CORNER LOT STANDARD LOT ATE
--- SETBACKS SHALL BE R MINIMUM WITHT'A�2EG W �
LINE TABLE END
NDBOARD TMs-,m,l�,esalN.eaoe Ce,arymMa,s=aen6a1oeenn~.,.�aa4a,,.oea=okNae�1N� TYPICAL BUILDING
NAME ROADWAY LENGTH DIRECTION
BEGIN END --- f END BOARDWALK. cerorkanons s9nea on me ca.e,sneer ormese conm�on Ian:
STATION STATION ? `- ° ____ 1 LOT SETBACKS
3 BEGIN END TIE E WHITAT STA
a Lt VICTORY GARDEN WAY 2d2.82' S17'21'18'E 10,00.00 12+4282 NAME ROADWAY LENGTH DIRECTION GREENWAY AT STA.61+35 cai E ore awccvwMs-En.vro
STATION STATION - rpneem9 Dams ore rr(� scuE Nrs ■
& L3 WILLOW ROCK LANE 307,48' N72'3842'E 13.97.49 ,6.94.97 L5 WHITE OAK GREENWAY 30.77' S38°55'39E 10.00.00 10.30.77
L4 WILLOW ROCK LANE 93.61' S39'S391'E 18+71.59 19+65.19 cr r,ans0ammn oar Mannn9 Dace
- Lb WHITE OAK GREENWAY 96.68' 531°54'S1'W 11+23.50 12.20.18
L7 WHITE OAK GREENYAY 101.60' SW2627'E 12+67LI 13+6921 M S��Iamol,�spe<non D- pIa„nny"T,r,m- Dae
4FK
CURVE TABLE CURVE TABLE aunac va,Rs-wae,75e..e, D- Ore w
ARC CHORD TANGENT MIDDLE EXTERNAL CHORD BEGIN END ARC CHORD TANGENT MIDDLE EXTERNAL CHORD BEGIN END auoec wo.K.-Elecmc Dace aerks,Recreanan 8cuwnl Res Dae SCALE 11N=50 FT Z
NAME ROADWAY RADIUS NAME ROADWAY RADIUS DIRECTION STATION STATION
LENGTH LENGTH LENGTH ORDINATE DISTANCE DIRECTION STATION STATION LENGTH LENGTH LENGTH ORDINATE DLSTANCE g0' 25' 0 50 tm' C�
p� Z
Cl WILLOW ROCK LANE 150.00' 164,58' 15645• 91.68' 22.01 25.87 N/1.1746'E 12.2292 13,87.49 C3 WHITE 04K GREENWAY 75.00' 92,73' 86.91' 5334' 73.88 1713' S3'30 2,E 10.30.77 11+23,50 -eery d.-- E--- ore- SCALE IN FEET
C2 WILLOW ROCK LANE 150.00' 176.67 166.59 100.76' 2525 3036' 573.11.24-E 16-94.97 18.71.59 C4 WHITE OAK GREENWAV 50.09 47.43' 45.68' 2537' 5.52 6.21' $4•M'14•W 12+20.18 12+87.61 HORZONTAL

GENERAL NOTES.
PROPOSED 15' 1PROPERTY IS LOCATED WITHIN THE PRIMARY WATERSHED OVERLAY DISTRICT h'
DRIVEWAY CULVERT 15'RCP 2 THIS PROPERTY IS LOCATED INA FLOOD HAZARD ZONE PER FEMAMAP 37'20012300,1
INVERT.2775 44 LF 100 DATED 05'02106 _
GREEN LEVEL WEST ROAD 3 BEFORE YOU DIG.STOP CAU THE NC ONE CALL CENTER.AT 1200632A9491T'S THE LAW
60PUBLIC RIGHT OF WAY �' - -- - - - EXISTING LNTIUTIES PRE SHOWN FROM THE BEST AVAILABLE INFORMATION MID ARE
INVERT 27731 31" APPROXIMATE ITIS TEE CONTRACTOR'RESPONSIBILITY TO VERIFY THESE MND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION NOTIFY UTILITY LOCATING COMPANY(ONE n -
-=� --- --- GALL 1EgOb,324949,OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS
AT LEAST 48 HOURS IN ADVANCE
4 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF APEX STANDARD
SPEC
• _._ - ---J -- -� - - - - -a-`N -- 'L��
IO
5 BOUNDARY GHN
ARY TOP RAPNS AND C&UTIUTY INFORMATION IS BASED ON SURVEY BY M-III
6 UNLEb SPECIFIC AREAS SHALL NDOBTBE CLEARED,y TARP EORCTHERSSE DISTURBED }
.S' ALLY PERMITTE
NCDENR
7 MAX IMPERVIOUS SURFACE PER LOT IS 4.500 SQUARE FEET
-
1 -- _.... 111 W 1 - -_-- B TREE PROTECTION FENCING SHALL BE PROVIDED ALONG ALL VEGETATED RIPARIAN AND w
.-R 31 SLOPE �11 Y1 rP �_1 VEGETATED PERIMETER BUFFER AREAS AS WELL ASTRFE CONSERVATION AREAS o'
AVE RT E TEN.,UNI
-----�-- - {:�„ �— 121 - B--• ^ 9 STORMEASEMENTS SHALLBE CENTERED ON ALL STORM SEWERPIPE LOCATED OUTSIDE
' 15',ROP OF STREET RIGHT OF WAYS
55 LF�3A%---:� -1y Rep-- - %r;- 11 UTILITY RPE SIZES&LOCATIONS ARE PRELIMINARY AND SHALL BE FINALIZED DURING
CB 25 LF 01.11V ' C -�. O R Y CONSTRUCTION DRAWING REVIEW&APPROVAL All STORM DRAINAGE WITHIN THE RIGHT
11 II 120 OF WAY SHALL BE PUBUC ALL STORM DRAINAGE OUTSIDE THE RIGHT OF WAY SHALL BE
1s RCP'" GAR DEN W A`Y PRIVATE
v 1,}SLPTORM [_BE CLASS III RCP
'S'RCP 1 B
PROPERTY 1T DDRAINAGE WI WITH LLESS ITHA Y OF COVER hEASU D FROM SUB OTHERWISE
GRADE SHALL BESTORM
G ASS N
- — /
CB(DBL -4L1�i C. 11Z / BOUNDARY RCP
CB 1)8.115'RCP 14 PRIVATE UTILITIES(POWER TELEPHONE.NATURAL GAS.CABLE TVI PRE NOT SHOWN ON
15'R 11 43 LF @ 40. 112 -./ /< THIS PLAN THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THOSE
q 231F @ 1.0`.° - 71B / -AB-- U '• �./` - UTILITIES WHEN INSTALLING STORM DRAINAGE TO AVOID CONFLICTS
WILLOW ROCK L A E 15 RIM ELEVATION FOR YARD INLETS NI)REFERS TO THE CENTER OF THE TOP OF GRATE RIM
43 $• - '8 _ 275 -- ,L` ELEVATION OF MAN40LES(S REFERS TO THE CENTER OF THE TOP OF MANHOLE
COVER RIM ELEVATION OF CATCH BASINS(CB)REFERS TOTHE CENTER,EDGE OF 7
B r, EDGE
PAVEMENT
p GRATE ELEVATION RIM OF CURB INLETS(CI)REFERS TO THE TOP OF SLAB, `
- STF4✓:(M BUFFED _ — I AVEMENT ELEVATIONco Itx
t, •` ss ss _ 55 ;s SS 5 / 16 PROPOSED CONTOURS ILLUSTRATE THE FINISHED SURFACE ELEVATION FOR PAVEMENT.
FINISHED SUBGRPDE ELEVATION IN OPEN AREAS AND TOP OF RIP-RAP UNLESS
I '_r OTF3EFWISE NOTED
\ \TP // �>a• / � - 1, - �• - ^� `\ 17 CUT�EILL SL OPESSRAUBEGRADEDAT 3HIVUNLESSOTHERWISE INDICATEDUi
- 10'RC t
2^ / - B NO GRAISSUED EQUIPMENT
NT SHA APEX PERMITTED tNySITE I-POL AGRADING PERMIT HAS
- - ----- 170 ' - - 1 BE GRADING EQUIPMENT SHALL BE PER
„RPOE TO ALLUw FJ:,ITIVE _.._ ,V26 -i T-----1 i221kf X19%- -- -_. .,��� '^
DRWNA PM /� ( ( lB'i2CP �' 19 ALL RIP-RAP IS TO BE INSTALLED WITH N04MVEN FILTER FABRIC BENEATH LMIRAF114ON v,
\2 'r, E N �- ' L•:i PE - f lFCJ.O°k 1
r i i 11 - _ 1 ORAPPROVEDSED ED
15"RCP ` -Ir-RCP�/^_7'��7 \ 20 WHERE PROPOSED EDGE OF PAVEMENT CONNECTS TO EXISTING,CON TRACTOR SHALL u
50.1Oj2DMl LaW(� r �.._ 13 9'�LFi�2.0°i. RC LF�D%_ MATCH EXISTING ELEVATION AND CREATE A SMOOTH TRANSITION
- z� � � Tu' I
STFjAM BOFFEF '-'-eT L7 I • 1.0°/, \ HDyK 21 CONTRACTOR SHALL RAISE ALL STRUCTURES TO FINISHED GRADE ELEVATIONS
WE / / ,
15 —t
l
!TREE PROTECTION \- 1 SLOPE � _ ? � 2 \J 4
'�ENt,E NP - __-r„ / go LE
V'70A(PUBLIC - _ _ J� TREE PROTECTION
E^ \
t3LP� �,
t -, F� f �j (1TIL�i1UFsA5EpEfJT CB - -FENCE,TVF
C' �.— ei ,, .R � rF �� � _ D LEGEND: �L.I
_.
TLET DRAINAGE
FLARED END SECTION
1;B - J-}�^ RPINAGE SWALE ® Q
0'tC7 1
.. - 10 / ` �. \ RIP-RAPD Ab UPSTREAM �/I 35 LF�h,O% „k.. 'J - ® RISER STRUCTURE
bWALE IMTH CIASS'B'
�A
of W€nnNDs CD Swarf f 2To
-
45'RCP r PoPRAPn 01.E - 108 - _ A ■ cArcn BASIN
- �.�eA - r ON
O Tp" NC DOT CLASS B RIP RAP '2 -` L-- -------24-RCP � cp YARD INLET
18*RCP i� L=12 W1$'.K_'�'.D=18' _ _ .a LF�(1k%�� r• "� -
r1 0
• /3 `� 162 LF 45!6 i/, / R50S+'DMAX, __-- - -_---EBIBBUI_ 31 SLOPE -. _,s < SW=295.40 SPOT ELEVATION0 cc
F
( -._
V
100 DRAINAGE SWAI� -
1- .,Z•,' qi _- 1TRC7P, ( 10 24'RCP- / .\ \ ;} ROW DIRECTION
��1e 'r-"
61 FES 61 IFS?Ye J --__
\ F 29a3
_--,. -^ r ( 123 F2AWBNG RIP-RAP OUTLET PROTECTION
( 15t .. "` �_ UTILNS'EASEMENT-4 --~�' 1\
}f
\ ._.,.. � /� 01 y_ -r:� �� BOh1H MAJOR CONTOUR
i �UITILI TiakpuBut6ASEMJT // FES- j 106 I _ _ ,/ •..', STORM DRAIN LINE
- / 1 LF 0.5& � -
Irt CP0.5% -- FLOODPLAIN MINOR CONTOUR
C6(DBLN/ ". M04OUT � ' _- - _ LIMI7S,SYP _-------_ INTERMEDIATE CONTOUR
\PR r —�—� DRAINAGE SWALE
NCDZT7-i�.AS., W, CONSTRUCTED PRIVATE HDWL29 T`/.9TE -"19ECINfPRIWT£� -- \s
_ ..
L-9,Wi�'W2� =1EF, WETLAND IREFER - %� 57 MEASEMENT 101 EASEMEIti "
...
P50�..DBIINCAC�9• TOC-10) .-'•••- --EASEMENT" 2 r STOP .2B•
14'RCP NCICKJCSASS p'Yi1P"13AP iB=---?e6 - _ 3.1 SLOPE
K1NS
TFAC T HALTER 26u
82 LF®os � FasR(c ATH-__ �
✓ �'/ \�K \"� 1 t 50 Jq�RDAN LAKE �/ _ .25� PROPOSED GREENWAY -
�� •/ ', RS �- ,.•' aTREAM DUFFER �� � -
. Ya r
L a /
2 -
�. VIMIEWIDTH
INSTALL TP FENCE AT--
AESS8
MAINTE"CE r •: l Icy EDGE OF GRADING FOR c
t 100 YRFLOODPLANLINE n / GREENWAY
a - EASEMENT EFFECTICE FEMAFLOOD PLAIN
_ Y
�, 505;10@DMIIME ,. MAP
fiMPACC
AIX
STREAMBUFFER n
W p: =FI11 wAP
Tom`
18,RCP / -
x \ D.B% 7y: / PROPOSED BOARDWALK / -
p ',A PoF RA OUTLET CT'.
PROTEGTl(WL ' . CONNETO TOWN OF
g NCOOT CART BOARDWALK
Wi-5"PR=G_D-10"�a / STATION=61-6 00 SCALE 111=50 FT
ELEV=
-U sg,awresan.eo oemw amry matms�eer nas oee�tere aen arte avwa�ee sorely oet me 5O 25' 0 50' 100
x D505',DIM 1= 25648
x -----„" / 7 .�•.s rtsa�orts:enea oe me�wemeer ar meu mrtsm.rbo�gm:
a ;
SCALEIN FEET
'\ i M-Eng neenrg Dare PudK worts Em Pregra� Dap H ZONTAL '
g � _ -TnnSPata00n Dap Rsinrq Dap '..i/f
_ ra Bux4np mspecoons Dap Pianrenp-TnrrspoRaron Dare z
F aubl c Works WaleNSewer Dap Fire Dap L W
s, = a 3 Z
0
ans
Public Wan<sEkCTe Dap P .RecrtRon,4Cutval Res Dat. 'l��y•�~('iI •.i w
NOT FOR CONSTRUCTION C-09
auric WwMs:58E - Date

31 SLOPE �� GENERAL NOTES:
i
FES k70] i ALL CONSTRUCTION SHALL BE IN ACCORDAIJ..I uFEX STANDARDS PNp SPECIFICATIONS SHALLOW WATER PLANT LIST
2 CONTRACTOR SHALL COORDINATE ALL GRAD11- 1 3 CONTRACTOR RESPONSIBLE FOR VERIFYING ALL GRADESIpRj'Lir.IHL OWNERS GEOTECHNICAL ENGINEER,0.S BOTANICAL NAME COMMON NAME
PERMPNENTPOOL=25950 -n APPROPRIATE HERBACEOUS PLANTS'
OR TOTHE START OF CONSTRUCTION
TEMPORARY POOL 23D 5J �� 4 MAXIMUM SLOPE OF BASIN IS 31 ACORUS SLECORDATUM SWEETFLAG N
5 ALL SIDE SLOPES,EMUAWMENTS AND SPILLWAY S SHALL BE COMPM':TED TO A MINIMUM OF 95%STANDARD PROCTOR PER AIISM4 SLBCORDATLM WATER PLANTAIN
PIS III / \ ASTMO&[6 HYDROLEA QUADPoVALVIS WATERPOD —
^al�
CREST=26200 / - 6 CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN 6-INCH LOOSE LAYERS IRIS VIRGIN CA BLUE FLAG,IRIS i o
\ - INV=25940. / 2 JUNCUS EFFUSDS VAR FYLAEI OR SOLUTLIb SOFT HUSH
SHALLOW LANG 60 (S INCH LOOSE LAYERS WITHIN 3 FEET OF EITHER SIDE OF THE PRINCIPLE SPILLWAY PIPE TO A DEPTH OF2-FEET OVER THE
�` LUDWGTA V PRIMROSE ARLiILLOW
J \ PIPE)AND SHALL BE COMPACTED Tl!A DENSITY OF NO LESS THAN 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT
•� PELTANORANRGINICA ARROW ARUM
OPTIMUM MOISTURE CONTENT OR WITHIN 2%x IN ACCORDANCE WITH ASTM D69R
POMEDERIA CORDATA PICKERELWEED
�^.- RIP RA7R'JFLE 1 N 7 ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND UMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO SAGITTARIA LATIFOLIA DUCK POTATO
N[D'T _A
PF TE TI'UN \ � COMPACTION TU THE REQUIRED DENSITY SOILS WITH ORGANIC MATTER CONTENT EXCEED 5%BY WEIGHT SHALL NOT BE SPGiTTARIA LPNCIFOLIA PULLTCNJGUE. KIr P.aF
W�,Y 10. 1 \ USED CRONES GREATER THAN 3INCH(IN MY DIRECTION)SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION SALIRU0.U5 CERNUUS LIZARD'S TAL
/ \ c .I \\ B FILL MATERIAL PLACED AT DENSITIES LOWER THAN MIN SPECIFIED DENSITIES OR AT MOISTURE CONTENTS OUTSIDE SCHOENOPLECTUS TABE RNAE MONT AN I SOFT STEM BULRUSH
-g f to lnr` S'HOENOPLECTL AMERTHREE QUARE U e
L, THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL 6E REMOVED AND U O '.,ANCA S BLILF';H
REPLACED WITH ACCEPTABLE MATERIALS SCHOENOPLECTUS PUNGENT:VAR PUNGENS w g�
.. 9 ANY FILL LAYER THAT IS SMOOTH DR UM ROLLED TO REDUCE MOISTURE PENETRATION DURING ASTORIA EVENT SHALL BE SCIRPUS CYFERINI$ WUOLGRASS J
PROPERLY SCARIFIED PRIOR To THE PLACEMENT OF THE NEXT SOIL LEVEL
ZIZPNIOFSIS MILIACEA GIANT CUTGRASS
10 SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION NID THE
\ I PLACEMENT OFTHE CONTROLLED FILL
A
it FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AIJDlOR UNSUITABLE SOILS ALL SUCH
FOREBAk UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHWI CAL ENGINEER AND SHALL BE MONITORED
Ftp\n
AND DOCUMENTED IN NO CNE SHALL THERE BE AN ATTEMPT TO STABILIZE MY PORTIONS OF THE FOUNDATION SOILS SHALLOW LAND PLANT LIST
\ +` RIP- WITH CRUSHED STONE
glP.RAP O - FIR ON BOTANICAL NAME COMMON NAME
\ 12 TREATMENT OF SEEPAGE AREAS,SLOGRADE PREPARATIONS.FOUNDATION DEWATERING,AN ROCU:FOWDATION
PROTESAiS. \\ J / �^O � :' NCDOT 4S. PREPARATION MAYBE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER
NC DOT�[iSu6l RIFE' o \ L-12 HERBACEOUS PLANTS
L=3',W1=5%V--6D IBJ \ \ - \ �` 13 FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAA£LEVEL UN
050# GH r•
�1 BOTH SIDES OF THE STRUCTURE ASCLEPIPS INCARNATA SWAMP MILKWEED co
� \ 14 EARTHWORK COMPACTION WITHIN 3FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HMA 7PMPE0.'_ CPREX TENERA WILL SEDGE
MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORSOR MINIATURE SELF PROPELLED ROLLERS CHELONE GLABRA WHITE TURT EHEAD
/ - 15 COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOST SHALL NOT BE PERMITTED EUPATORIPDELPHUS FISTUDUBUL DWARF JOE PDE WEED O
\ EUPATORIPDELPHUS FlSTULOSUS JOE PYE WEED
TOP=264.00 / FES 0123 16 HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL ADEQUATE CURING TIME EUPATORADELPHUS MACULATUS SPOTTED TRUMIPETWEED
FES$300 _ / HAS ELAPSED HIBISCUS COCCINEUS SCARLET ROSE MALLOW
y/ INV=25400 "� \ h 17 TOREE STABU SH VEGETATION AFTER CONSTRUCTION,A2 TO 34NCH LAY ER OF TOPSOIL SHALL BE PLACED ON THE HBISCUS LAEVIS HALBERDLEAF ROSEMIALLOW cn
V
4 DISTURBED EMBANKMENT SURFACE ANDTHE AREASEEDED MA MILCHEDORHYDROSEEDED KOSTELETZKYA\ARGINICA SEASHORE MALLOW W
BMP LEGEND: 8 ALL RISER STRUCTURES,INCLUDING WEIR WALL TYPE STRUCTUES,SHALL BEREINFORCED CONCRETE BPoCK/CONCRETE LOBELI.4CARDINALIS CARDINAL FLOWER W
'^
"L"t, BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED. LOBELIAELON DATA LONGLEAF LOBELIA
-..� 'f LOBELIASIPHILITICA GREAT BLUE LOBELIA Q
SHALLOW LAND 31 SLOPE , 19 ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAMEMBANKMEN7 CAN BE ACHIEVED RHYNCHOSPORA COLORATA STARRUSH WMTETOP
LINE SLTIFE AND �
ELEV=260.50-259.5(1 30'F6�ERGENCY SPILLWAYaws�,� '^' \ ?0 RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS,AND EACH SECTION SMALL BE SACCHARUM BALDWINII MARROW PLIMEGRASS L�
_.. BERM WITH 19'THICK 0
MAX DEPTH=12 JORDAN LPH:E CRL$T�26300 ` BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS STEEL STRAPS SHALL BE MINIMUM 4•WIDE,1/4'THICK,
CLASS E'RIPRAP KEY REFEF )DETAIL w,. d \ STRAP CENTERED ON JOINT WITH MIN"2'OVERLAP ATTACH STRAP TO BARREL SECTIONS NTH 12'HEXBOLTS SHRUBS
SHALLOW WATER - -'RIPARIAIN BUFFEFY`=`'` INTO SLOPE 24' (21
ELEV=259_W59AC DO NOT ENCROACH EMBEDDED IN STRUCTURE 31NCHES EPDXY BOLTS INTO STRUCTURE ARONIAARBUTIFCILIA RED CHOKEBERRY W
MAX DEPTH=6' SCALE IIN=20 FT '_1 CLAY LINER SHALL BE A MINIMUM 81NCHES THICK.CLAY LINER SHALL BE INSTALLED AT A DEPTH SUFFICIENT ENOUGH SUCH
DEEP POOL STORMuVATER WETLAND PLAN VIEW 20 10 0 20 40 Zk THAT IT DOES NOT IMPEDED THE GROWTH OF VEGETATION OR CAN BE PENETRATED BY ROOTS OF VEGETATION CLAY CEPHALAMHUS OCCIDENTALIS SUMMON BUTTONBU8H Q
CLETHRA ALNI WLIA SWEET PEPPERBUSH
LINER SHALL LINT INFILTRATION RATE 700.01 ININR CLAY LINER SHALL BE INSTALLED UP TO PERMANENT POOL CORNUS PMOMDM SILKY DOGWOOD
ELEV EPTH-357A0 (�`�Q SCALE 1'=2U' SCALE IN FEET MA%tEPTH=� HORINNTAL ELEVATION THROUGHOUT BMP.ALTERNATIVE LINERS MAYBE ACCEPTABLE IF APPROVED BY ENGINEER OF RECORD CYRILLA RACEMFLORA 7171
FOREBAY GORDO"A LASIANTHDS LOBLOLLY BAY
ELEV:259.OD•257.00 HYPEPoCLM DENSIFLURWt BUSHY ST JOFNSWUH:T
MAXDEPTH=f BMP LANDSCAPE NOTES: ILEX DECIDUAS P03SUAHAW i t
ILEX GLABRA INKBERRY u
I WE7LPND PLANTINGS SHALL CONTAIN A MIMMW OF IO DIFFERENT SPECIES TOTAL,AT LEAST 5 OF WHICHARE ITEAARGINICA VIRONIASWEETSPIRE
EMERGENT SPECIES HATH N)MORE THAN 30%OF A SINGLE SPECIES ROSA PALUSTRIS SWAMP ROSE
VPCCINIt1M CRASSIFOLIUM CREEPING BLUEBERRY —
SHALLOWWATER=,8,B39SF X50 PLANTS=SF=2210 HERBACEOUS PLANTS NPURNUMNUDUMVARNUDUM POSSUMHAVJ W W
LOO VR OUSE=263PI
SHALLOWLAND=,5,363 SFX50PLANTS(e'00 SF=1341 HERBACEOUS PUNTS 1„
OR Q
ICONGRETEACKR TO DETAJTI-HSSHXTRASH 210 YRW E 262 5,36 EXRSHRUBS2L0 SF=215 SHRUBS
TOP OF BERn^ RACK REFER TO DETAIL TMS SHEET 10 YR OUSE=26290 OR DEEP POOL PLANT LIST '
ELEV=<b"4 OC 2 YR OUSE 26182
5,363 SF x 3 TREES200 SF.40 PLANTSfA05E=80 TREES.1073 PLANTS V
1
YR
WSE=_'6144 BOTANICAL NAME C00.N1ON NAME
SHALLOW WATER PRAMS SHALL BE PLANTED WITHIN PRBOF VEGETATED SHELF SUBMERGED 61NCH IN THE
PERMANENTPOOL SHALLOW LAMA PLANTS SHALL BE PLANTED WITHINAREA OF VEGETATED SHELF FLOATING AQUATIC PLANTS cc
UNSUBMERGEDIN THE PERMANENT POOL O
HERBACEOUS PLANTS SHALL BE OF AT LEAST 4 CUBC INCH CONTAINER SIZE SHRUBS SHALL BE 1-GALLON LEMNASPP DUCK WEED L
MAXG CONTAINER AND TREES SHALL BE 3-GALLON CONTAINER SIZE NELUMBLUTEA AMERICAN LOTUS r'^
4 SPACING OF PLANTINGS SHALL BE 24'TO 35'ON CENTERS SHRUIBS SHALL BE 3 FEET ON CENTER NDPHARLUTEA SSE POLYSEPALA ROCKY MTN PONL-LIT•; v,
NUPHAR LUTEA SSP ADVENA YELLOW POND-LILT
E y - 5 TREES AND SHRUBS CAN BE PLANTED FOR AESTHETICS PER OWNER'S REQUEST HOWEVER,THEY SHALL BE SUBMERGED AQUATIC PLANTS
OUTSIDE OF THE EMBANKMENT
ENA CLOY LINER 6'PROVE ALL AREAS INCLUDING TOP OF BERMS AND SLOPES SURROUNDING POND SHALL BE SEEDED WITH CENTIPEDE EUEOCHARIS ACICULARIS NEEDLE SPIKERUSH
DEEPPOOLk1 I GRASS ELEOCHARIS QUADRANGUUTA SQUARESTEM SPIKERUS,
PERMMENTNORMAL POOL DEEP POOL k.' FOREBAI MINIMIZE GAF IN LINER 7 THE SOIL MX MUST BE UNIFORM AND FREE OF STONES.STLMPS,ROOTS,OR OTHER SIMILAR MATERIAL ELODEA IANAOENSIS CANADIAN WATERWEED
NPIPE PENETRATION GREATER THAN 21NCHES IN DIAMETER ELODEA NLRTALLII WESTERN W.4IERWEE,.
H, 8 THE PHSHOULD BE BETWEEN 45AND 70 IF THE PH FALLS OUTSIDE OF THIS RANGE.IT MAY BE MODIFIED WITH
18'RCP WK)RINGGASKETED ELEV=25700 CLAY LINER ELEV=25700 LIME TOINCREASETHE PH ORIRON SULFATE AND SULFUR TO LOWER THE PH THE LIME ORIRONSULFATE
TO
I MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
INTO(ASTM CM4 COMPACTED SUBGRADE (REFER TO NOTES)
MINIMIZE GAP IN LINER ELEV= � 9 TOPSOIL CAN BE NATIVE IF STOCKPILED ON-SITE SOLS OR IMPORTED TO THE SITE FROM OTHER LOCATIONS
2 WIPIPE PENETRATION PROVIDE SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FACILITY
2 STORM9VATERWETLAND SECTION VIEW 10 NO CATTAILS SHALL BE PLANTED
W G10 SCALE N.TS �
3
3 #p
a
ANTI-VORTEX TRASH RACK LL
ANCHORED TO RISER
CONTRACTOR TO SUBMIT SHOP TOP OF Z
DRAWINGS PROP TO BERM=25400 gry
INSTALLATION ANCHOR TO Tn�s seoaaresam,xa berow artlryln l,ssn�lnasbee�renaseo aoa auuro.Ra s:,Ienueme
6-DIAMETER ORIFICE CONCRETE RISER IN 4 LOCATIONS 24 24. -eroncalmos slynea oo me m�emea onrkse coomoroo�Alaos a
KNOCKOUTS _
INVELEV=260.50 CREST=262.00 "1B -m-Eognem�g Dore PuaKWbMsT Env woerams
4'PLUG 4s'T;i CPA_=L TOP OF DAM •. as ..
SET TOP OF PVC PLUG AT FRE-_�' MK+Q E ELEV=26400 70', M TnrSporaaon Dale Rannrq Dae Wts`s-�+
= TEMPORARY POOL .."a MANHOLE " STEPS,TYP SPILLWAY :CREST TH. \\—q000 PSI CONCRETE ?
0
- DRAW DOWN ELEV=al OO ___
4'x4•PVC TEE i
ORIFICE 18'GASKETTED O-RING CHa.BUNn9Irlspecnans Dae Paorene-rraosoonaroa Dae
TEMPORARY POOL=260 INV=259.50 RCP OUTLET PIPE 4ddq�m w
•,.4� �- NO 5 REBAR@12'OC
F'ubll[Wprks-WaerlSewer Dae Fire Dae
INV=25940 12'TVP '� - ,
q PERMANENT FOOL='59.50 g• BOTTOM 3'OLE .Hf -1 e NO3 STIRRUPS @ 12'0 C
ELEV-''6D 5D F'ubeNbrksEle[T[ Dale Parlor.RecreWM 6Cukursl Res Dae
i ..
- .. 3'CLR NO3 STIRRUPS @ 12'C C Puaro Works-SAE Dale
ILL WITH LEAN CONCRETE NA 5 REBAIR 12'O C '
�'4._'• FROM INVERT OF OUTLET PIPE NOTES
TO MANHOLE EXTENDED BASE 1 CONCRETE DESIGN 6 CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION
,* Al OFAU SPECIFICATIONS CONCRETE SHALL BE A MMMJMOF3,OT0 FSI WITH$3 O
BOTTOM=?5000 STIRRUPS AT 12'0 C CA r 11 Z
2 CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES IMTH BROOM K
DRILL 20'0 STANDARD 3 REINFORCING SHALL BE ASTM615,GR 60 SPLICE LENGTHS SHALL BE CLASS B
OPENING IN 4'PLUG MANHOLE BASE 366 S r- Z
BOTTOM of DEEP POOL 4 EMERGENCY SPILLWAY DETAIL =
` ELEV=25700 3
CONCRETE RISER DETAIL G10 SCALE NTs 74 FYwtSETf�A. w
G10 SCALENTS 'Hfrr lull'\r�W�V
NOT FOR CONSTRUCTION C-10

[INSTALL R1111,ulEct GENERAL NOTES:
USE E✓,IJTING DITCH DAM UPSTREAM OF INSTALL FOCI,CHECK
�FER
RAW WATTLE.Tr= DAM AT DITCH OUTLET 1 THE TEMPORARY DIVERSION DITCHES,SILT FENCE,AND LIMITS OF DISTURBANCE SHOWN p,
GREEN LEVEL WEST ROAD AC TEMPORARY EXISTING CULVERT TO NOTES' "
DIVERSION DITCH ON THIS THAT
SHALL BE
INSTALLED
REPRESENTATION PROJECT DUE TO SCALE OF THIS
- MEAlNES THAT SHALL E INSTALLED UNDER THIS PROJECT DUE 70 SCBE OF THIS
�T'
CTED AND MAYBE BEYOND WHERE
. - THEY ACTUALLY WILNG,THESE MEASURES INSTALLED IN THEFLED�HFlOWEVER UNDER NO CIRCUMSTANCES `
-- as --ate-- as a�. IS THERE TO BE DISTURBANCE WITHIN ANY WETLAND ADIOR STREAM BUFFER AREA -
S .,
-_-_- -_- 1�- - ' TOTAL DISTURBED AREA=87 AC
3 REFER70DETAILSHEET R07 FOR CONSTRUCTION SEQUENCE,EROSIONCONTRA
- - i NARRATIVE.MAINTENANCE NOTES.STA&UZATION INSTRUC TIONS&EROSION CONTROL
_-_-_-_-_-__ ______
DETAILS'
�'- --� - --'---� --t-- 4 SALL TANDARDS
REGULATIONS
LON IN ACCORDANCE WITH CURRENT TOWN OF APEX
+� o EARS GRADING ES TO BE CONDUCTED ONSITE SLOPE SHALL BE 31 OR FLATTER
CAMUPS AM I it '�•_ "T N�
' NO CO S.
--- .. L. „N�MRANCE - -A LTING DITCH__ UNLESOTHERWSE NOTED
�N
5
II I 7 - d^TALCROCKJtiHE CONSTRUCTION P TEhpOFARY' _ - 6 THERE SHALL BE NO DISTURBANCE OUTSIDE THE UMTS SHOWN ON THIS PLAN WITHOUT
N4"IWAAUEYP iFMMW1RAPTY IS'bIDP - -..
REFERTONOTES ."w.ArJFE NOTE , O�VERSIGN I9TCH '� ---- _ _ AN APPROVED PIAN AMENDMENT BY TOWN OPAFH:,PRE-CONSTRl1CTI0N CONFERENCE 5S=
41
w� "� MAY E REQUIRED BEFORE GRADING PERMIT IS ISSUED
___r= - DISTURBANCE - m o
R'� ei--�1—m>. � a� -i ai�er- m dt ^� LIMITS TYP INSTALIRJCL LHECY. 7 ALL DISTURBED AREAS SHELLED SEEDED PER STABILIZATION TABLE
1i ��—� f - DAMAT DITCHOUTLET __-_.- <L
-. • :-� n. F --- � " - 8 PERMANENT GROOM COVER SHALL E ESTABLISHED PER NPESSEEING SCHEDULE AT
,L r.: I/ - �.. ! t - EITHER7DAYS OR I4DAYS DEPENDING ON MEASURE
RE-'V i 'r ! I - 9 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SELF-INSPECTION LOG.
AREA TO REMAIN f / \
� � � '• I � 10 SHAPE OF SEDIMENT BANNS CAN VARY AS SHOWN PROVIDE MINIMUM VOLUME&
I - - UNDISTURBED ' !
_. ,- v�� \ SURFACE AREA REQUIREMENTS ARE PROVIDED.
ALL DIVERSION DITCHES SHALL HAVE 12'STRAW WATTLE CHECK DAMS SPACED EVERY 50
LF OFDITCH DIVERSION DITCHES ALONG'ROADWAYS SHALL BE TEMPORARILY LINED
« `�`♦ �~ -d ���� ' WITH AN EROSION CONTROL BLANKET PROVIDE ACF ENVIRONMENTAL ECS02-DOUBLE
STRAW NET WITH COCONUT OR APPROVED EQUAL
12 ORY DERBASIN WITH BSER IS DESIGNED SUCH THAT PERMANENT FISERSTRUCTURE IN
', r DR2Y DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT AM USED IN
\ / INS7PIL C{aWF-RAF 4 -- RO01(GHBCKOPM __-j_0{tgR_ `Ary .11 - - OR FIHALL KEEP AL70RIFICESM1NHCOMRACTOR TO ENSURE PoS�EFIS CLSEAPEDOWFEN
- ,ATALTCM ENT{#N,4.E-00WJN - AT OUTLET DIVERSION.DITCHIF -J CONVERTING TO DRY DETENTION ALL UPSTREAM AREAS THAT LIRPINTO DRY D[TENTp.:
ER
CONTRA
s Q
"TABIUZE AREAPFR-NAE -. ` SEDIMENT BASINS REFER FIRS IN OR RISRISER PLUGGE CONTRACTOR
SHALL CONNECT
J
-'T6,40�TT*OF - -.... ." 1 \ SHALL BE STABILIZED PRIOR TO CONVERSION
STABIUcAT10y YA�UE TVP ! = - WATTLE T h WETLANDSEXIST
I - FAR TO NO 1d NO LPNON PROPERTY.
ST Ar@
9 Rnw rP '
INSLALCCLASC 8 RIP RAP�. RE TES i I �. 14 STREETSIN FROM OF PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION yJ O
T20zK.CHEeiKD W
ro ET AT DITCH ENTANNGE DOWN
J " SILYFENQE TYP!, - / �► WILL BE REQUIRED
'TO_BOTTOM OF BASIN. o
- -- `r � 15 CUT AND FILL SLOPES THAT ARE 21 OR GREATER SHALL BE STABILIZE NTH PERMANENT
1 SLOPE RETENTION DEVICES ORA SUITABLE COMBINATION OF PLANTING AM RETENTION Cc
STREAM BUFFER a ~R t a:�y-�•;aa."''i _-T -"f DEVICES SLOPES GREATER THAN 31 SHALL NOT BE STABILIZED WITH TURF GRAS BUT
M
--� i P '�i9G}.."t'+•-ti•1 -rs ` MUST BE STABILIZED NTH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE WEEPING
LOVE GRASS,RED
SCUE,OR OTHER
6 EACH LOT SHALL BEE CLEARED INDIVIDUALLY AFTER THE BUILDING PERMIT IS ISSUED IF o
- L'?,.Y,�';'+<•�,4 ROVED VARIETY
ULT FENCE.ttP / tco
MULTIPLE LOTS ARE CLEAREDSIMULTANEOUSLY AFTER BUILDING PERMITS ARE ISSUED
AM THE COMBINED DENUDED AREAIS GREATER THAN 20,000 SQFi,AN EROSION
�d - •.a !lfe .,,"'y CONTROL PLAN WILL HAVE TO E SUBMITTED AND A GRADING PERMIT ISSUED BEFORE
1
ui
I ` CLEARING BEGINS. O
AN LIKE sYa rS,�,LT
•STRREAM BUFFEFSILT FENCEOUTLET TYP1,.TREE PROTECTION ____ _ WFENCETYP: -n ao TONE ' / r LEGEND:
'� � CONSTRUCTpN ENTRANCE/ETFMEEAS0RAlY STOW�ULEt TR�NG AL'MCTIONNSILT C+' � `NPDES pfd P� LL!NPOESHEDUY 7 jATOREMAINLINDISTURBEDPROTECTED AREASCOWNTREAM 6F DISTURBANCESEDIMENT BASIN`J.UBLE SILT FENCE " D PLAIN LINE PER^.IrtLEi TYP FEMAFLOODPLAIN JSTOCKPLLE
POROUS skT FENce ounE DAPPLE TYB'� 7-...
AREA TO REMAIN .•''� l - ,� .'#} ROCK CHECK DAM
LNDI TURBED TEMP SEEDAKILCHM'ERM.SEED
,
. , 1 - -
_- - CONNECT$INI�v1ER TO RISER _
STFl10TCM2E fit ELEV^-259.50 1/ •B -
F�AIGY'OFi1FICES SKlMI,4ER NOT _ ,. '- UTILIZE COA'431NA.TION SLT&TREE OUTLET PROTECTION
r
vs
/,
' CDI•NR 5w NIL CONVERSJJON O �\ �' - PROTECTION FENCING ALONG
- PROTECTED AREAS DOWNSTREAM T(I�' DIVERSION DITCH
OF DISTUIRBANCE
TEMPOFARY � 15 n. r � r - -
b �./ DIVERSION DITCH,TY? ° `�, _ �,
a� a I Ps j• ' �, y INLET PROTECTION
-- ^ STRAW WATTLE Si.
&
•• 50'JOIDAN LINKED
4 •, _TPFWBUEEES- SILT FENS
- TREE PROTECTION
i a
'aa.y / JN, ��Tp TYP TR FENCE
_ EE PROTECTION
"'►.. T31++" r �r TOS nP y ,.��o-rP tF �
t tF" DISTURBANCE
F
" � //.�, S } _ rp HENNAED- � .-. _ .. _____- DISTURBANCE LMAITS
n,
ORDANLAYE
srpEnMBUFeER � � /yy� �„
--
W - WHI OAK GREENWAY
W
BYTOF CPFtY
:
- -
to
S RIP RA'OUTLETPIR Y"� '- - r "�- -�.�v/ o=
NCO
OT CL65S'P'RIF-
PLACE GAP IN SILT FENCE
W, Wr-s.tl=,e CONSTRUCTION ENTRANCE NOTE: en .a=aanee peow 1.,ma Bae�an has xe re e„ema eaPPrwee s4-1 me
DOWNSTREAM of
D50--6i',Dra 9' canlnapans s�Bnea PnrM ewer snenamesa ranmuceun Plan: 'r',
EMERGENCY SPILLWAY
BOGY,CHECK DPMI I FA.,TOF MAY INSTALL A CONSTRUCTION ENTRANCE WITH
AT OUTLET iI MENSIONC&STONE SIZE COMPLYING WITH TOWN OF APE)' cM-
& ®
LE VELWST AT EOTO UTILIZE IVEWAY DRIVEWAY PIPE TION OFF GREEN Eagsportxen Dare Pupae war�.s Em Prop- Dae
II
ENTRANCE CAN BE SHIFTED TO PROPOSED SUBOINSION ROAD cw-Trn mrc PlamnB osre
SEDIMENT BASIN WITH PERMMENTRISER TEMPORARY SKIMMER BASIN LocnnoN DURING coNSTRucnoN I
CM-91/M1nB lnspeaans Om PlamnB-Trarepampm Daae u
� NPDES STABILIZATION TABLE nnNlnnIMDIMENslor�slw<L�DN=eH'x1e5'.�zs' tQ MINIMUM DIMENSIONS IW<L.DI=s3klo7s. ®z °R o
VOLUME REQUIRED=40644 CF VOLUME REQUIRED 9,'16 CF
SITE AREA DESCRIPTI ON STABILIZATION - --,v:ti '_'IN' SURFACE AREA RE QUI RED=16,'_9 SF SURFACE AREA RE QUI RED=4,609 SF COMPACTOR MAY CHOSE TO INSTALL THE CONSTRUCTION puaa:wuas-wein/sewo o+re Rue Dare
SURFACE AREA ELEVATION=26_00 SURFACE AREA ELEVATION=26800 ENTRANCE IN THE PROPOSED ROADWAY LOCATION FROM THE
K
c�Imeter OMes,Swale,ditches and sbpes days Non. w
a TOP OF BASIN ELEVATION=26400 TOP OF BASIN ELEVATION=k&OD BEGINNING OF PROPOSED
INSTALLATION --- _
High Quellly Wafer(HOW)Zmes 7 days None ENTRANCE IN PROPOSED ROADWgy LOCATION WILL REQ.AFE THE PUNk WaM1s-Ektlm Dare Partys.Reaeaeon.&CJeaal Res Dare Z
BOTTOM OF PAIN ELEVATION=259.@ BOTTOM OF GAIN ELEVATION=266 00 INSTALLATION OF A 15'TEMPORARY CULVERT T:
Slope,,geeperlhal3l 7tlays If slopes are2 orlessm langlhrwed md rot CLEANOUT ELEVATION=26075 CLEANOUT ELEVATION=25700 _ z
sleeper than 21.14 dans are allowed P.-—1 Dare
x..7I orflane 14 tleAs 'days For popes greaser then 50'in krglh EMERGENCY SPILLWAY LENGTH=SD EMERGENCY SPILLWAY LENGTH=12 IN NO SITUATION SHALL THE CONTRACTOR ACCESS THE SITE
EMERGENCY SPILLWAY ELEVATION=26300 EMERGENCY
SPILLWAY ELEVATION=26800 W7MOlJT THE USE OF APROPEPLV INSTALLED CONSTRUCTION
- +ilhslopesfdtertha141 14dws N-,e-ptforpenmete,andHQWZones SKIMMER SIZE=40 INCH,3 INCH ORFICE SKIMMERSIZE=2.01 NCH,1751 NCH ORIFICE ENTRANCE C-16

INSTALL ROCK CHECK
GENERAL NOTES:
DAM UPSTREAM OF STRAW WATTLE,TYP
GREEN LEVEL WEST ROAD EMSTING CULVERT REFER TO NOTE 1 THE HS` . NITCHES.SILT TI OF DISTURBANCE CONTROL SHOWN W,
M PLEUC WGHT My ON THC PLu. 'r,,,AL REPRESENTATION -IBL rc iuPI EROSION CONTROL
MEASURES TH _BE INSTALLED UNDER THIS PROJECT DUE TO SCALE OF THIS
DRAWING,TEE ARE GRAPHICALLY
MAYBEPICTED AND
THEYACTUALL WILL BE INSTALLED IN E HOWEVER UNDER NO CJRCUMSTTAhh;E
IS THERE TOBE DISTURBANCE WITHNANY WETLAND ANDIOR STREAM BUFFER AREA: w
a
a a
2 TOTAL DISTURBED AREA-8 6
AC
3 REFER TO DETAIL SHEET D-07 FOR CONSTRUCTION SEpUENCE EROSION CONTROL i o
MAINTENANCE NOTES.S7ALAUZATION INSTRUCTIONS&EROSION GONTRI
DETAILS
_-
4 CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT TOWN OF APE
AND STANDARDS D REGULATIONS
_ NO MASS GRADING IS TO BE CONDUCTED ONSITE SLOPES SHALL BE 31 OR FLATTER
-- - _ __. _ UNLESS OTHERWISE NOTED
— } \\ _.—t- — ` _ -..__ W V' W ` 6 THERE SHLAUL AN APPROVEDDE NO DISTURBANCE PLAN AMENDMENT BY OUTSIDE
OFiAPLE) ITS SHOWN ON PRECONSTRUCTION ONFEREN,S PLAN 1�
AW WATTLE Tr /♦ DISTURBANCE MAYBE REQUIRED BEFORE GRADING PERMIT IS ISSUED
REFER TO N07E� �• ' - .._�� LIMITS TVP 7 ALL DISTURBED MEAS SHALL BE SEEDED PER STABILIZATION TABLE
_
---
"' STRAW WATTLE'TIP ; B PERMANEMGROUND COVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90
w
CONSTRJ:TIONEMRANCE REFER TO NOTES S. CALENDAR DAYS.WHOEVER IS SHORTER LL
1
AAEATA REMAIN) W7RUCTION CbRUCTION L I 9 CONTRACTOR IS RESPONSIBLE FORMAIMANNG SELF INSPECTION LOG_
RANCH TE
r -" UNDISTURBED ,� L, / r I / '10 SHAPE E SEDIMENT BASINS OM VARY AS SHOWN PROVIDED MINIMUM VOLUME&
_ � SERFAGE AREA REQUIREMENTS ARE PROVIDED
"� 1 O 11 ALL DIVERSION DITCHES SHALL HAVE 12'STRAW WATTLE CHECK DAMS SPACED EVERY 50
,�� yT .. �♦♦ v 1.-V Q ; H -- LF.OFDITCH DIVERSION DITCHES ALONG ROADWAYS SHALL BE TEMPORARILY LINED
INLET i' WITH AN EROSION CONTROL BLANKET PROVIDE ACF ENNRONAENTALECSG'_-DOUBLE
r - . �INSTA' PIPE INLETPROTECT
PROTECTION Tl'P ,. STRAW NET WITH COCONUT OR APPROVED EQUAL
ZF AREAPEgMDE - ..{ AS NEEDED ON ANY UNFINISHEq O /�. Q
IST�aH[YZATON 4"ABLE-Pr� Ps 'f .-OORWDRVNPIPE TYP r '' / 12 SKIMMER BASIN WITH RISER IS DESIGNED SUCH THAT PERMANENT RISER STRUCTURE IN
fel ,� �l1�(�� �r75 ������r� .�♦ _,
DRY DETENTION BASIN CAN BE INSTALLED AT BEGINNING OF PROJECT AND USED IN CL
/ SEGMENT BASINS REFER TO GOB FOR RISER ELEVATIONS&SECTIONS CONTRACTOR
SHALL
KEEP ALL Of21FICEShYEIRS IN RISER PLUGGED CONTRACTOR SHALL CONNECT
ORIFICE TO BOTTOM ORIFICE.OONTRACTORTO ENSURE RISERIS CLEANED OUT WHEN O
CONVERTINGTO DRY DETENTION ALL UPSTREAM AREAS THAT DRAIN TO DRY DETENTION
�\ r
W �
- - -- / SHALL BE STABILIZE PRIOR TO CONVERSION ry
_ vL.
.� .SS &4 _ s •�
> 13 NO WETLANDS EXIST DIJ PROPERTY STREETS INFRONT OF FRO.ECT WILL BE KEPT CLEAN AT ALL TIMES ORA WASH STATION
WILL BE fEQURED co
E
15
. CUR AND FILL SLOPES THAT AAE'1 OR GREATER SHALL BE STABILIZE WITH PERMANENT O
- -` ' - _ SLOPE REEIO50JORDAfTEMION
,
\ STREAM BUFFER i / _ AS .,yl� ': -y;.•, a= 5 V: DEVICES SLOPES GREATER THAN 31 SHALL NOT BE STABILIZED WITH TUFF GRASS BUT U
- \ - ' '; �// ti ..��.a�+,Yp- ^^`=�4 � �� ._\� - � � MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MNMENMll;E WEEPING
a *.. ..,:• r A % •p-��iy'
Mm
^�,�'�,.� � LOVE GRASS,RED FESCUE,OR OTHER APPROVED VARIETY(CHAPTER 7,PART 2,SECTION
. "+
L^' ' SILT FENCE,TYP .. -. - EACH
OFLTO)
- • :�'- •''�• ?• 16 EACH LOT SHALL BE CLEARED INDIVIDUALLY ALTER THE BUILDING PERMIT IS ISSUED IF
O
���,. " MULTIPLE LOTS ME CLEARED SIMULTANEOUSLY AFTER BUILDING PERMITS ARE ISSUED
O 17 �� "'L -.+ AND THE COMBINED DENUDED AREA IS GREATER THAN 12,000 S0FT,AN EROSION O
50 JORDAN LAKE / \ uj
CONTROL PLAN WILL HAVE TO BE SUBMITTED AND A GRADING PERMIT ISSUED BEFORE
ST6tEAM BUFFER .. ,/.. ""r"" E ms. J - �\ �,1 _. 17 CgSMTRIK.TTIIONENTRANCES MUST BE MODIREDTO ACHIEVE ADACOMPUANC..E NhIERE17
1�
' W
i 1 _ Y•j PPPUCABLE
- - TREE PROTECTION -__. -.� SILT FENCE,TYP / / a TEMPORARY LINE DITCH WITH W
FENCE TVF _._. 1,' E LE STRAW
- t CSC C)CON
-+�+1 � Rc1cKCHECI:DAM i r W,THGucoNUTGFOR LEGEND:
' TEMP6PARY LINE DITCH WITH SILT FENCE,TYP '/ EQUAL Q
ECSC-2 DOUBLE NET STRAW I D 270 - - .t
WITH COCONUT BY ACF tk2 AREA TO REMAIN CONSTRUCTION ENTRANCErEX1T
v \,_ �/ .' -,.�.•t " „ EQUAL DISTURBED / `,.- -
.y 14::
y _, GQMB NATION GILT& -- - - - - W
NN
cztr.� Y - '•`4i•a TREE PPOTECTICN - SEDIMENT BASAD O
P IVB FEMLAINLIDPENN
i r^
/275" ` � a...Y+':\�:.. ` / 0 V
� 00 FLAN LINE PER
STOCKPILE
k DONOT CONVERT T9 144.� _ -_ — y�' � • _ ■
ik `� - PERMAIENT®MP DURING {� _ `- - ��„•,.` 39
SILT FENCE OUTLET
/ / l �CQNSTRUCTION PI9ASE�
A
/ A - NST REMAKE. ROCK CHECK DNA
/Y
LMIDIDI�TLRBED � �. _- .. / -- _. i.r
ALL PIPE INET'DROTECTION - rs M
- TEMP.SEEDAM1LCHrPERAi SEED �+
IN i , ..ff NEEDED ON AN7UNFINISITEO O
PRO,TEC ON,TYF ' / S ORM DRANPO'E.TVF
-` i' / -_... IJNSTPLLHORSEHOE _-
-/ INLElBASIN -- - COW]NATI ON SILT& OUTLET PROTECTION
/ _♦ i / \ - �j TREE PROTECTION <
\` -
o � ZL "� �. t • � FENCE,TYP ¶M— DIVERSION DITCH
O
INLET PROTECTION
E STRAW WATTLE '
r �50 JORDAN LAKE
_
QTR)=FAN BLIEFEF l _ _ _ _ _ __ _ _ SILT FENCE �
'• " i ,� S AAww - -.{ TREE PROTECTION QOTEC
FENCE,TYP }FTP --FFTPt�
1 TREE PR TION FENCE }
COMBINATION
couUFENCE
������� DISTURBANCE LIMITS
7
1�}
\ " STIRFAMBUFE,=F
GREENWAY aP
\ �■yy�,,'�� r
f
o -
AR
C
CONSTRUCTION ENTRANCE NOTE:
C nis zignawres aeum ono..aruN mn mss snen nos oeea resKwea and aPPru"ea zany Perms
3cmmcauans agnN on are corer sheer of mese mnsrowm Wans
CONTRACTOR MAY INSTALL A CONSTRUCTION ENTRANCE NTH
DIMENSIONS&STONE SIZE COMPLYING WITH TOWN OF APE): GM-Ergnn:mg mte PWYc wonz.Em Programs Dart
STANDARDS AT EXISTING GRAVEL DRIVEWAY LOCATION OFF GREEN a
LEVEL WEST ROAD TO UTILIZE EXISTING DRIVEWAY PIPE THIS
ENTRANCE CAN BE SHIFTEDTOPROPOSED SUBDIMSION ROAD _M..TmapoMeon �m Plamnp Dart � '
` LOCATION DURING CONSTRUCTION
SEDIMENT BASIN WITH PERMANENT RISER TEMPORARY SKIMMER BASIN cM-Bwnry rnaAeannz Dae PlamnpTrarrspmaem
NPDES STABILIZATION TABLE MINIMUMDIMENSIONS(WxLD)=97x185',25O MINIMUM DIMENSIONS(WxLYD)=43kA6 '0 O
VOLUME REQUIRED=40,644 OF VOLUME REQUIRED=9.216CF
SITE AREA DESCRIPTION STABIUZATION TIMEFRAME EXCEPTIONS SURFACE AREAREQURED=I6,"58SF SURF ACE AREA REQUIRED SF CONTRACTOR MAY CHOSE TO INSTALL THE CONSTRUCTION P,�YF waKs-wane 5e.aer Dale Pre Doe
SURFACE AREA ELEVATI ON=26200 SURFACE AREA ELEVATION=26700 w
Pamreler dkes.swales.dAchas and slopes days Nene ENTRANCE IN THE PROPOSED ROADWAY LOCATION FROM TEE
High 0wul Water pW'ams 7 d s TOP OF BASIN ELEVATION=x4.00 TOP OF BASIN ELEVATION=26B.W BEGINNING OF TME PROJECT INSTALLATION OF CONSTRUCTION _ L c w
9 y M )c ay Nene ENTRANCE IN PROPOSED ROADWAY LOC ATI UN WILI REQUIRE THE F�eoc wars-Ekarrt Dare Paris.Recrea000,6CMarn Res Dse SCALE IBJ=50 FT . ! Z
5 BOTTOM OF BASIN ELEVATION=259'_0 BOTTOM OF BASIN ELEVATION=265.8 -33663
mw Ifs1coeserei orlessin length and are rot INSTALLATION OF 15'TEMPORARY CUL VERT 50 25' 0 50 100' ac7
Slopesgeaperlher31 7days steepe-Iha 1.14 tlays are eNowe6 CLEANOUTELEVATION=267075 CLEANOLPELEVATI'NN=26600 _ 7•F.y P: Z
o EMERGENCY SPILLWAY LENGTH EMERGENCY SPILLWAY LENGTH IN NO SITUATION SHALL THE CONTRACTOR ACC ESS THE SITE F�mwc warts-aaE Dae SCALE IN FEET y4yCINES;SSV�R w
SIopea 31 or we, 14 days 'days fa popes wafer the,50'mlanglh HORIZONTAL
EMERGENCYSPILLWAYELEVATION=26300 EMERGENCY SPILLWAY ELEVATION WITHOIIi THE USE OF APROPERLY INSTALLED CONSTRUCTION /AArljlrrlY,z�J(/�24 '((�
All ocher Gees wih slopes falerlfrar4l idtlars Nare,e—v fa paeneters and HOWZones SIgMMER SIZE=401NCH,3 INCH ORIFICE SKIMMER SIZE=201NCH.175 INCH ORIFICE ENTRANCE NOT FOR CONSTRUCTION

GENERAL NOTES:
1 CONTOURS.PROPERTY LINES&PL.METRICS COMPRISED FROM FROM
\y\\ WAKE COUNTY GIS AND FIELD SURVEY
, 2 AREAS OFFSITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED CNJLY f
AREAS ON SITE ANALYZED TO SNDA FLOW RATES LEAMNG PROPERTY -
.... .. , -
DOTH DRAINAGE AAE 0.`GRAIN TO WHITE GAY-CREEF.
i o
vlld rn<agna<ureg1tl be pwarhrl Nalmssn et nos been rev ewetl antl apprwetl so ell-per lne
ert�car on< netl on ene cover sheet of Ibeco con4ru[t on p ons
4. CIO EnBneenng Date PWI[V.brks Env Programs Dale
}/,,//---�y��) \ nspoAaoon Dare Pann ng Date �ooR
�/ � - � '\ CM-Bui 6nB rispeegns Dare Pbnnn9-TnnspMaeon Dare �Z
I \. \ Puolic woks-Water5ewer Dile F�-- — Dl
I:� . � \ \ �� bl ks Ele[m[ Date Parks.Rec2atlon.d CUlNral Res Dare
\ Pub Iva", I6E Da
CL
co LU
/ ♦ n Lu Q
W
uj
TIME OF
CONCENTRATIONED
J
LINE.Tr \ _ .... U
❑ , J W
O , ; PROPERTY BOUNDARY Z
\ C
.'
\ W O
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�— ,.' - - aaaaaaaaaaaaaaa a - ---------- - ui0
CL
T-
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.. I TIME E ■ ' Ap
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I
LINE.Tc
QE NTRA
CONC
I
PROPERTY
BOUNDARY
BOUNDARY
4 — - -------" DRAINAGE AREA N7
1 — — - ..
L -_
40
,1 L---- _1_. , / DRAINAGE AREA f2
r-- -- r
T --- / SCALE IIN=eoF
EC4 40' 0 R01 Wi _ -----
—/... ... s-uE w FEET
A
as
ArmWL, -_
NOT FOR CONSTRUCTION

GENERAL NOTES:
. .. ,i1P 2URS.PROPERTY LINES&PLANMETFIEL COMPRISED D FROM FROM
. ... 1 rva<ECWNtt&TOWN OF CK2v GAS AND FIELD SURVEY
. 2 AREAS OFF-SITE THAT DO NOT DRAIN THROUGH SITE NOT ANALYZED ONLY
Af€AS ONSITE ANALYZED TO SHOW FLOW RATES LEANNG PROPERTY �++
NN
• . 44p♦ - i �.• - - 3 BOTH DRAINAGE AREAS DRAIN TO WH TE()AI,CREEF aN
.♦ ♦♦♦ PEAK FLOW SUMMARY TABLE
�� ♦ DESCRIPTION ^'-51 =iRIIF; - - ;Q"�rR(CFS, 9 B
PRE-DEVELOPMENT
. ♦♦ �`1 _ DA91 2a 0i; 3160 65aa -a� 12345 w g
1 PRE-DEVELOMENT —
_ ♦e , DAN2 865 1110 2191 2876 3998
■
'\ POST-DEVEMENT 3799 37,�A 6367 7560 10495
DAN.TO RMF
- TcLINE BMP OUTFLOW 169 203 1312 3642 540
. - - POST-DEVELOPMENT 1746 224-1 4464 5874 8186
DM1-BY PAS,
•\I POST-DEVELOPMENT 1891 243E 5776 9303 15196 a
. . DANT.TOTAL
POST-DEVELOPMENT
DAN`L 648 812 1516 1953 26.59
• ._ �. Tors W
co cc
. - 7 rtncaoonssgnea Dome rwersnemd mese mnmucagndm— s_ __ L
cr
M Engneemg Dah PWYC Walks-Em Program Dare ■ i
UJ
♦♦• : �M TranspoNOon Dah Plaming Dah
♦♦♦ . CM-Bugging lnspeawns Dah PlamngTransDDrtaoon Dare ��1
♦♦ -� PUGLc Wgrks Wahr/Sewer Dah Foe-------- Dah u
♦♦ DRAINAGE AREA#1 / _ - _ – J
BYT`ASS BMF ■ ' Pu—E.-c Dah Pinks,Recreaeon 8-u';Res Date Q
♦♦ AREA-1 63 3
♦♦ T ?1 40 MIN ♦
Lu
1♦ J
♦♦ : Wcc Lu
O
Lu
t',A7••*� / ���rt•�: t DRAINAGE AREA#1 TO BMP • O
CL
J/
I •
• 4(#� ■ ♦ 1
^w' ♦ . __ DRAINAGE A#1 ■ ♦ LL
y ♦ . � B�BASaB ■ � __
5 ... i ON
40
..
•
G=2140 MIN" . ♦
r ,11♦ ♦ J
♦ ♦ J
4*
♦♦�4W 7 +►♦r �// Ear= r�
u
Liii" 5MP a1
♦ �/ ♦ DRNAEEARa42 � �SCALE 1IN=80FT
' _ 80 40' 0 80' 160
♦ ♦ - - ,� 119 1
Tc 1350PAN -
♦ s . HORI IN FEET
HORIZONTAL
T,LINE ,
loft
z
NOT FOR CONSTRUCTION SW-O2