20090312 Ver 2_More Info Received_20090512

CLH design, p.a.
Regency Park, 400 Regency Forest Drive, Suite 120
Cary, North Carolina 27918
Phone: [phone] Fax.• [phone]
Email- clhdesigngclhdesignpa.com
LETTER OF TRANSMITTAL
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-09
To: Lia M. Gilleski Ex,P 0 o?' O 5 \ 'a, k)2
Company: NCDENR- DWQ
Address: 2321 Crabtree Blvd, Suite 250
City, State Zip: Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Method: Hand Deliver
Subject: Wake County Continuum of Care CLH Project Number: 08-106-Prmt
®
® Prints
Reports ? Originals
? Copy of Letter ? Specifications ® Applications
? Submittals ® Other: Fee
We are sending you the following items:
No. of Copies Date
Description
• 1 5-11-09 Request for more information issued 5/11/09
• 3 5-11-09 updated BMP supplement
• 5 5-11-09 PCN Form(signed by owner)
• 5 5-11-09 O&M agreement (signed and notarized)
• 5 5-11-09 20 scale plan view wetland detail Sheet C303.
• 3 5-11-09 Anti-floatation Calculations
Additional Remarks:
Please find enclosed the information requested by your office on 5/11/09.
Please feel free to contact me if you have any questions at 919-459-6056
Thank you,
Jason Kennedy
Signed ,
cc: it , 08-106/ ermit
???
1?CDEEIR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 11, 2009
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Wake County
Attn: Mr. Phillip D. Stout
336 Fayetteville Street
Raleigh, NC 27602
Project Name: Wake County Continuum of Care, Raleigh, NC
Crabtree Creek [030402, 27-33-(10), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Stout:
Dee Freeman
Secretary
DWQ EXP No. 09-0312v2
Wake County
On May H, 2009, the Express Review Program of the Division of Water Quality (DWQ) received your
application dated May 8, 2009, for a riparian buffer authorization, to construct the proposed Wake County
Continuum of Care in Wake County. The DWQ has determined that your application will require
additional information. Please provide the following information so that we may continue to review
your project and prevent return of your application as required by 15A NCAC 2H .0506:
Additional Information Requested
1. Agent Authorization Letter: An authorization letter is required to validate an agent's signature
on the PCN Application Form, and subsequently validate the whole application.
2. Please provide a larger plan view of the stormwater wetland (1":30' or larger) with additional
labeling of the contours in the deep pools, and clearly distinguish the elevations and depths of the
various pools/zones.
3. Please revise the Wetland Supplement Form as follows:
a. Temporary pool volume provided from 17972 ft3 to 19451 ft3;
b. Orifice size from 1.5" to 2.0";
c. Drawdown time of the water quality volume from 3.2 days to 2.66 days;
d. Under the additional information section, the volume in excess of the design volume does
not flow evenly distributed through a vegetated filter. Please answer no and provide a
comment such as "direct pipe discharge to the stream allowed by DWQ after treatment".
4. Please use the most current revision of the stormwater wetland operation and maintenance form at
the DWQ website available at http://h2o.enr.state.nc.us/su/bmp forms htm
5. Please provide anti-flotation calculations for the outlet structure.
Please respond within five (5) days of the date of this letter by sending two (2) copies of the above
information in writing. The Express Review Program is a process that requires all parties to participate in
a timely manner.
401 CwersighVExpress Review PerrWing Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
Location: 2321 Crabtree Blvd., Ralegh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: httpJ/h2o.enr.state.nc.us/ncwetlandst
None hCarolina
Aaturall
An Equal Opportunity 1 Affirmative Action Employer
Wake County Continuum of Care
Page 2 of 2
May 11, 2009
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized (at
this time) by the DWQ.
Please contact Joseph Gyamfi or Lia Myott Gilleski at 919-733-1786 if you have any questions regarding or
would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/J8
cc: Lauren Witherspoon, DWQ Raleigh Regional Office
File Copy
USACE Raleigh Regulatory Field Office
Mr. Jason Kennedy, CLH Design, P.A., 400 Regency Forest Dr., Ste 120, Cary, NC 27518

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
El Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? ? Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Wake County Continuum of Care
2b. County: Wake County
2c. Nearest municipality / town: City of Raleigh
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: County of Wake
3b. Deed Book and Page No. DB-2005 Pg. 1650
3c. Responsible Party (for LLC if
applicable): Philip D. Stout
3d. Street address: 336 Fayetteville Street.
3e. City, state, zip: Raleigh, NC 27602
3f. Telephone no.: 919-856-6357
3g. Fax no.: 919-856-5305
3h. Email address: pstoutQco.wake.nc.us
Page 1 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Jason Kennedy
5b. Business name
(if applicable): CLH Design, P.A.
5c. Street address: 400 Regency Forest
5d. City, state, zip: Cary, NC 27511
5e. Telephone no.: 919-617-6716
5f. Fax no.: 919-319-7516
5g. Email address: [e-mail]
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 1724401187
1 b. Site coordinates (in decimal degrees): Latitude: 35.4715 Longitude: - 78.3494
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 18.924 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Crabtree Creek
2b. Water Quality Classification of nearest receiving water: C:NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Undeveloped, mostly wooded site with some severe slopes and an on-site stream subject to Neuse Buffer rules. General
land use in vicinity varies from high density residental to mixed office
3b. List the total estimated acreage of all existing wetlands on the property:
N.A.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Crabtree Creek: 600 LF. Other: 500 LF.
3d. Explain the purpose of the proposed project:
Mental Health medical treatment facility
3e. Describe the overall project in detail, including the type of equipment to be used:
New commercial construction, associated parking, utilities, and roadway improvments to Sunnybrook and Merrell Drive
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:

? Yes ®No ? Unknown
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
? Preliminary? Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ® No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
? Wetlands ? Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - PER or
-
404, 1
0
(Corps
s
Permanent (P) or intermittent DWQ
-
non-
404
, idth (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ? P ? T ? PER ? Corps
? INT ? DWQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID
b Proposed use or purpose (acres)
num
er of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
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 DW(G)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary T im act re uired?
131 ®P ? T Storm
Outfall Crabtree Creek ? Yes
® No 600 400
B2 ? P ? T ? Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts 600 400
6i. Comments: Buffer impact for outfall of stormwater BMP. Diffuse flow to the buffer is not possible due to topography.
Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Development plan includes no other impacts to the buffers. Proposed impact is required by DWQ BMP manual and Neuse
Buffer Rules.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
With the exception of the stormwater outfall, the site development plan does not create any additional impacts to the buffer.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

El Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 Z 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).
6h. Comments:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ® 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.
Comments: Diffuse flow to the buffer is not possible given the topography of the site ? Yes ® No
and the buffer. A stormwater wetland is proposed to provide 30% nutrient reduction
and will discharge directly to Crabtree Creek. .
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? (20.0) %
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Project is excempt from City of Raleigh
Stormwater Regulations. However, a report has been prepared which outlines the design and performance of the
stormwater wetland.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Raleigh
® Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties

4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
® Other: None
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
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 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? 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)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? 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 213 .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
ddi
i
l No
? Yes ®
a
t
ona
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.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Sanitary Sewage generated from the proposed facilities will be conveyed to the City of Raleigh Sewer main located to the
east of the site running along Crabtree Creek.
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act El Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. F] Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
N/A
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
N/A
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 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?
City of Raleigh Planning Department
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? Flood plan as shown on project survey.

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e
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Ican gent's ranted Name A ant Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
Permit Number
(to be provided by DWQ)
A&A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
o?pF W ATF9QG
ic
o
PROJEC AINFORMATION
Project name Wake County Continuum of Care
Contact name Jason Kennedy
Phone number 919.456.6056
Date May 11, 2009
Drainage area number Post Area 2 (See attached Drainage Area Map)
II. INFOWTION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non-SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5' runoff volume
Pre-development 1-yr, 24-hr runoff volume
Post-development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary pool/ponding depth (DP18nt)
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
Form SW401 -Wetland-Rev.4-2/1 0/09
343,688.40 ftz
158,122.80 ftz
46.0%%
1.00 inch
3.00 in
3.00 in/hr
24.67 ft3/sec
15.73 ft3/sec
-8.94 ft3/sec
13,301.00 ft3
19,451.00 ft3 OK
ft3
ft3
ft3
ft3
ft3
12.00 in OK
2.66 days OK
2.00 in OK
0.60 (unitless)
1.00 ft OK
Parts 1 and II. Project Design Summary, Page 1 of 3

Permit Number
(to be provided by DWQ)
Surface Areas of Wetland Zones
Surface Area of Entire Wetland 17,972.00 ft2 Insufficient wetland surface area.
Shallow Land 7,165.00 ft2 OK
The shallow land percentage is: 0.40%
Shallow Water 7,136.00 ft2 OK
The shallow water percentage is: 0.40%
Deep Pool
Forebay portion of deep pool (pretreatment) 1,924.00 ft2 OK
The forebay surface area percentage is: 0.11 %
Non-forebay portion of deep pool 1,747.00 ft2 OK
The non-forebay deep pool surface area percentage is: 0.10%
Total of wetland zone areas 17,972.00 ft O K
Add or subtract the following area from the zones 0.00 ft2
Topographic Zone Elevations
Temporary Pool
Shallow Land (top) 208.00 fmsl
Permanent Pool
Shallow Water (top) 207.00 fmsl
Deep Pool (top) 206.50 fmsl
Most shallow point of deep pool's bottom 205.00 fmsl
Deepest point of deep pool's bottom 204.00 fmsl
Design must meet one of the following two options:
This design meets Option #1,

Deep pool is Cinches below SLWT, If yes: (Y or N)
SLWT (Seasonally Low Water Table) fmsl
This design meets Option #2,
Has a clay liner Y
If yes:
Depth of topsoil above clay liner 6.00 in
Topographic Zone Depths
Temporary Pool
Shallow Land 12.00 in OK
Permanent Pool
Shallow Water 6.00 in OK
Deep Pool (shallowest) 18.00 in OK
Deep Pool (deepest) 30.00 in OK
Planting Plan
Are cattails included in the planting plan? N (Y or N) OK
Number of Plants recommended in Shallow Water Area:
Herbaceous Wcubic-inch container) 1,800
Number of Plants recommended in Shallow Land Area:
Herbaceous Wcubic-inch container), OR 1,800
Shrubs (1 gallon or larger), OR 288
Trees (3 gallon or larger) and Herbaceous (4+ cubic-inch) 36 and 1,440
Number of Plants provided in Shallow Water Area:
Herbaceous Wcubic-inch container) 1,800 OK
Number of Plants provided in Shallow Land Area:
Herbaceous Wcubic-inch container) 1,800 OK
Shrubs (1 gallon or larger) 288 OK
Trees (3 gallon or larger) and 0 More recommended if not planting herb. and/or shrubs.
Grass-like Herbaceous (4+ cubic-inch) 1,440 OK
Form SW401-Wetland-Rev.4-2/10/09 Parts I and II. Project Design Summary, Page 2 of 3
Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained? Y (Y or N) OK
Does volume in excess of the design volume flow evenly N (Y or N) Excess volume must pass through filter.
distributed through a vegetated filter?
What is the length of the vegetated filter? 50.00 ft
Are calculations for supporting the design volume provided in the Y or N)
) OK
application?
Is BMP sized to handle all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a recorded drainage easement with a Y (Y or N) OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is: 2.63 :1 OK
Approximate wetland length 226.00 ft
Approximate wetland width 86.00 ft
Approximate surface area using length and width provided 19,436.00 ft2 This approx. surface area is within this number of square
feet of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK
Form SW401-Wetland-Rev.4-2/10/09 Parts I and II. Project Design Summary, Page 3 of 3
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element: Potential problem., How I will remediate the problem:
The entire BMP Trash/ debris is resent. Remove the trash/ debris.
The perimeter of the Areas of bare soil and/or Regrade the soil if necessary to
wetland erosive gullies have formed. remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too Maintain vegetation at a height of
long. approximately six inches.
The inlet device: pipe or The pipe is clogged (if Unclog the pipe. Dispose of the
swale applicable). sediment off-site.
The pipe is cracked or Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the Regrade the swale if necessary to
swale (if applicable). smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.

BMP element: Potential problem: How I will remediate the problem:
The forebay Sediment has accumulated in Search for the source of the
the forebay to a depth that sediment and remedy the problem if
inhibits the forebay from possible. Remove the sediment and
functioning well. dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred. Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present. Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the lants rather than spraying.
The deep pool, shallow Algal growth covers over Consult a professional to remove
water and shallow land 50% of the deep pool and and control the algal growth.
areas shallow water areas.
Cattails, phragmites or other Remove the plants by wiping them
invasive plants cover 50% of with pesticide (do not spray) -
the deep pool and shallow consult a professional.
water areas.
Shallow land remains flooded Unclog the outlet device
more than 5 days after a immediately.
storm event.
Plants are dead, diseased or Determine the source of the
dying. problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices Prune according to best professional
show that pruning is needed practices.
to maintain optimal plant
health.
Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth possible. Remove the sediment and
of the deep pools. dispose of it in a location where it
will not cause impacts to streams or
the BMP.

BMP element: Potential problem: How I will remediate the problem:
The embankment A tree has started to grow on Consult a dam safety specialist to
the embankment. remove the tree.
An annual inspection by an Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or Use traps to remove muskrats and
beaver activity is present. consult a professional to remove
beavers.
The micropool Sediment has accumulated Search for the source of the
and reduced the depth to 75% sediment and remedy the problem if
of the original design depth. possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the Remove the plants, preferably by
micropool. hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device Clogging has occurred. Clean out the outlet device. Dispose
of the sediment off-site.
The outlet device is damaged Repair or replace the outlet device.
The receiving water Erosion or other signs of Contact the NC Division of Water
damage have occurred at the Quality 401 Oversight Unit at 919-
outlet. 733-1786.

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Wake County Continuum of Care
BMP drainage area number:Post Area-2 (See Drianage Area Map)
Print name:David Goodwin
Title:Director of General Services (Wake County)
1, -:s-Aa-e4 At4 1 , a Notary Public for the State of
f4&4 L- .??., , County of v?..4u , do hereby certify that
C*.".ti personally appeared before me this
day of -&t- 2,0!f , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
PUBLIC
v `
10111111111k %%%
'i 11
SEAL

My commission expires 7-00

Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
DATE _
.;. 5-11-09 f"
PROJECT NAME PROJECT NO
WAKE COUNTY CONTINUUM OF CARE 08-106
LOCATION BY ' (1('
Raleigh, NC JPK U
iciple Spillway Design:
Riser Crest Elevation: 210.42 ft
Riser Invert Elevation: 203.00 ft
Riser Dimensions: 4.00 ft X 4.00 ft (Inside Dim)
Riser Wall Thickness 8.00 in
5.33 ft X 5.33 It (Outside Dim)
Barrel Diameter: 24 in
Barrel Length: 145 ft
Barrel Slope: 10.00%
Principle Spillway Anchor:
Volume of Riser 92.34 cf
Weight of Concrete 150 pcf
Buoyancy Force 62.4 pcf
Weight of Riser minus Buoyancy Force 8088.79 Ibs
Width of Anchor extension 18 in
Thickness of Anchor extension 18 in
Weight of Water acting on anchor extension 14,816.26 Ibs
Weight of extension required (concrete) -6,727.47 Ibs
Safety Factor 1.3
Weight of extension required with SF -8,745.71 Ibs
Anchor Dimensions
Length: 8.33 ft
Width: 8.33 ft
Volume of Anchor: 104.17 cf
Weight of Proposed Anchor 15625 lbs
Is Anchor sufficient? YES
Riser Diagram (see sheet C708)
<-Riser
Anchor-> Anchor Thickness
le-Ext. Width->
<-------Total anchor width ----------->
08-106 PondSize-Wetland.XLS LATEST PRINTING: 5/12/200910:51 AM Page 1 of 1
i
Wake o
GRADING LEGEND S ROCK REM OE° enl self
~ EXISTING CONTOURS yASC ROCK REMOVAL AREA Coni
~ / 1 1 I 1 1~ 1 1 ° Alt ROCK ANO PARTIALLY WEATHERED ROCK
r r r ~ ~ ~ ~ I 1 1 ~ 1 1 1 1 1 ~ ~ I ~ ~ ~ I I I 1 1 1 1 ~ ~ I 1 1 I I I I / I 1 1 1 1 1 1 FINAL CONTOURS LOCATED`7N THIS AREA,. 1HAT MEETS THE Care.. C IreQ~+ DEFlNiTION OF MASS ROCK OR 1RENCH ROCK, Ci VV~~iiaa77
~ I I I 1 1 1 1 \ ~ 1 I ~ \ 1 1 ~ I I I I I I> I 1 0 1 1 1 IN A MASSREXCAVVATION.rniHEEPROCK SHALLD ~ OW
\ ~ ~ I I ! ~ 1 1 1 1 1 1 1 0 IEC II VE I YA D I i 1 1 1 1 25 S TREE P I I ~ ~ I I I ~ ~ i I ~ 1 1 1 1 270.4.. EXISTING SURVEY SPOT ELEVATION FaCI~'ty + REMOVED AND REPLACED WiTH COMPACTED
I I i t i I i 1 1 1 1 V ~ I i I I I 1, 1 1 I 1 1 } 1 1 1 N } I I I I I I ~ I I 1 1 / ~ N/F 270.50T SUITABLE FILL TO FNAL GRADES OR SHALL BE
I I I i 1 I 1 1 I I I I 1 1 , 1 1 1 1 1 1 I 1 I I I I I I 1 1 PROPOSED TOP OF CURB SPOT ELEVAl1oN PROCESSED AS REWIRED BY sPECIFlCA110N 300 Merrell Drive ~ SECTION 02200 - EARTHWORK FOR PROCESSED ~P
~ I I I 1 1 1 1 1 1 _ I I 1 1 CITY OF I Hl~-0 AY ; I I I 1 1 T RIB I `I 1 ;TTY OF KALE ROCK FILL' AND COMPACTED BACK IN-PLACE 70 Ral2i h NC 276
A CES i 1 1 1 1 \ I I I I I ~1 1 1 1 I I i I I I I I 1 ~ 1 , 1 .270.50 PROPOSED GROUND/PAVEMEN7 ELEVATION FNAL GRADES ~ ~
I I I I I I i I r ~ I ~ i ~ 1 1 OBE 1 64 I ~ I I I 1 1 1 1 1 1 1 ~ 1 I I 1 ! l~ I I y,/ I ~ 1 ~ 1 1?~64 PG ~ WITHIN BUILDING AND SERVICE AREAS UMITs
~ I l I i I 1 1 1 1 I i ~ I I I I I 1 1 5 1 ~ 1 , WALLS AND SERVICE AREA WALLS):
J D 1 I I 1 1 1 1 1 r~ J ( I 1 I I I i ( 1 1 IVI 1 5~ ~G ~ Qg STORM SiRUCTURE NUMBER (INCLUDING 10-FT' BEYOND EXTERIOR BUILDING
l..._ , i I I I I I ~ 1 L~ ~ r~ ~ ~ 1\ I I I I I I I 1 IN 7 4.18 7~4 ~18~- ~1v l EXISTING STORM DRAIN PIPE 4-F7 BELOW FFE
, \ l I f v I I I I I I q I 1 1 I I ~ I I ~ I I I I I 1 ~ ~ 1 1 I I I I I I I I ~ I 1 1 1 ~ ~ 1 WITHIN UTILITY CORRIDOR OUTSIDE BLDG LIMITS:
I ~ I i I I I p I 1 1 1 1 10 ! I ! I I ~ 1 1 rt I I I I ~ I I I I i I I 1 1 ~ 1 ~ , A'~A~I PROPOSED STORM DRAIN PIPE 6-Fr BELOW FINISH GRADE
1 I I I I i ~ I ~0 1 1 1 I ~ I o I I I I i I 1 1 1 11 1 ~ ~ ~ \ , ---o----a-o-- TREE PROTECTION FENCE SEE DETAIL SHEET C702 REMOVAL. AND REPLACEMENT OF ROCK IN THIS
I I I ~ 1 1 / 1 I AS E T I i i i 1 1 t 1 1 1 1 WAERBP I I , r ST R I w 1 1, ~ 11 , , 1` AREA IN -THE BASE BID CONTRACT SHALL BE
, r I I I I i I } 1 1 1 1 I i t I I I I 1 1 1 1 1 1 I I i l l l ~ 1 1 ~ l CONSTRUCTION LIMITS APPLIED 7O THE "ROCK REMOVAL IN OPEN AREAS ~ ~ , ~ (MASS ROCK)" ALLOWANCE ~ ('l i 1 I~ T ~ V
i i t I I I I 1 1 1 1 1 1 1 I I I I I i / I ~ 1 1 1 \ ~ I I I I ~ I ~ i I 1 1 1 1 1 1 1 ~ h,,11J L ~I 1 ~ 1 ~ ~ ~ SITE BENCHMARK REMOVAL AND REPLACEMENT OF ROCK IN THIS
\ (PAPA 0 ~ I I ~ 1 1 1 1 ~ O ~ AREA IN THE UNCLASSIFIED ALTERNATE BID ii i [ i<ti',
\ \ ~ I I ~ ~ u 1 1 1 1 \ \ 9 \ I I ~ i ~ 1 1 1 1 1 1 \ \ \ I I ! I 1 1 BII SHALL $E INCLUDED IN THE ALTERNATE 1 11 ,1 ~
\ L \ 20 ~ 1 1 \ I I / ~ ~ I 1 1 1 \ \ \ ~ ~ 1 \ ~ \ ~ ~ 1
\ \ ~ I \ I y I~ 1 1 \ \ \ 99 \ \ \ I 1 1 1 1 l I n1 I / ~ ~ 1 } ' ~ ' , GRADING N TES ~ ~ ~
\ ~ 36 \ ~ \ i I I r I i ~ K ~ ~ I i S \ \ I I/ I I I l 1 1 ~ ;v f 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH ALL CITY OF RALEIGH.. AND NCDOF D ES I G ~ ~ STANDARDS AND SPECIFlCATIONS
\ \ I I 1 I ~J 1 , / ~ r ~~l / ~q~D 2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE TO PAVEMENT SURFACE, UNLESS CLH Design, PA
CL~AS I i / / ~ \ i ~ 1 1 I l/ ~ \ \ V A \ I t ! 1 i/ I P l ~ / / ~ S OTHER4NSE SHOWN: `r DENOTES 70P of CURB. ~ tas?go cy Fonat Dr
\ V A A I l l I it I I l l l I E C 70~ r _ I i~ / \ \ i I I I / / ~ / / / \ \ i / ~ / ~ ~ 3. TOTAL DISTURBED AREA = 12.00 AC. Coda NC 27519 Phone: [phone]
\ ~ I i 1 1 I Ir I l , / l \ V I } l~ I/ l ~l l 1 1 1 ~ ~ I I ~ / Fax: [phone]
v ~ / / \ I H IN INK D / r / / \ \ I C .A / ~ \ ~ I I FARO / ~ / \ I IPRA / ,r / l / l ~ / I 4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, ~ ~ ~ ~j CLEANOUTS, ETG AS NEEDED 70 MATCH FNISH GRADE
~ ~ \ ~ \ , I ~ l l / l r \ ~ I I 1 1 /i / ~ l ~ i I FE CE W ATE
\ \ I I It= . 5 I ~ / ~ T ~ / ~ ~ \ \ I I / / / / / 7 S.-ALL BACKFILL, COMPACTION,-SOILS TESTING, ETC.. SHALL BE PERFORMED BY THE OWNERS / / ~ / INDEPENDENT TESTING LABORATORY {SEE SPECIFlCA110NS FOR pDQ1110NAL INFORMATION)
}Y _1_. I l l 1 \ \ E -r I ~ 1 1 1 1 1 l~
I P.. I I 99 ~ / / \ I ~ I - x I 1~ I/ \ \ I C- ~ 1 I l/ l r \ - I ~ 18 / / / \ THK / ~ ~ ~ `I\~(~ / 6: ALL S70RM DRAINPIPES SHALL BE PROTECTED WITH STONE FlLTER PROTECTION AFTER / ~ ~J/ / ~ / STOPPAGE OF Wt7RK EACH DAY. SEE DETAIL ON SHEET C-702.
~ \ \ --i-- I i I i I ~ i I ~ / / / / / . \ \ } } I / / ~ \ I I I , / / / / / / / ` ~~~~llll / / / 7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED UNLESS
~ I A S B / / \ I CL I r / / \ \ 1 r~ 1 1 l NOTED OTHERWISE,'
I- 1 I l v I I I SE C701 ~ v I I i / / / / / / /
v v v 1 ~ l l lr 1 1 l v I I I I r 1 1 1 1 , ~X~?/ ~ / ~ B. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS 10 REMAIN WHICH ARE DAMAf;ED J' / / DURING DEMOLITION OR CONSTRUC710N SHALL-BE REPLACED BY THE CONTRACTOR UTILIZING A
v i I Q v I I I ~ , I - I + ~ / ~ / / ~ / / ~ 1 I ~ / l / \ I , I / / ~ / j ~ ~ / LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
\ I I i ~ I I I l / / r ~ \ } I I I I ~ l ~ I ~ / 9: THE GRADING GONiRAC10R SHALL COMPLY WI1N ALL STATE CODES 1N OBSERVING EROSION
\ I I I ~ I ~ I / r / / / i ~ / ~ I I I i l I i i r 1 1 1. l ~ I t / J / / / / /J / CONTROL MEASURES BOTH ON AND OFF-SITE / ~ / /
I I i I} ~ I r / v l c v I I I I I I I I I / I I ~ / ~ ~ 10: THE GRADING. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH
I I I I i t i l l I I I ~ I ~ I I I I, / / / / 1 I I E ~ , 9 I li I I I I ~ E I I/ / 1 I } i I } I I I / / / / RAINFALL EVENT OR AS DIRECTED BY STALE AUIHORIiIES OR THE ARCHITECT:
1 , I I I II i/// / / 1 1 w ~ I I I I I I I R00 i% / / j ~ / f1. THE GRADING CONiRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL. OF ALL CLEARING
~ 1 I I I I I F EBA e I~ l l~ ~ r~ l l r /l l 1 1 i I I I } r / 1 I I I I ~ / / r / l AND GRADING WASTE MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL / / ~ / APPLICABLE PERMITS FOR OFF-SIZE STOCKPILES AND/OR WASTE AREAS. 3 SSCi TES L .
I I I ~ r / i I , / ~ 1, ~ 1 i I WEIR I I I ~ ~I I I I / ~ v t I I ~ ~ /r~ ~ / / / 1 I I I I i l 1 /
1 I I I / / ~ 1 1 I i t I I / I ~ l 1 / / / / / ~ 12. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUC110N BETWEEN 2 FEET AND 8 ~ / / / FEET IN HEIGHT ABOVE THE CURB LINE ELEVATON SHALL BE LOCATED IN WHOLE OR PART. 434 FAYETTEV1LLE STREET, SUITE 1700
i 1 v I 0 /i / v ~ v v I i I ~ / / 0 / / / ~ / ~ / / / / / / OBSTRUCTIONS INCLUDE BU7 ARE NOT UMItED TO ANY BERM, FOLIAGE, FENCE, WALL, SiGN, OR
\ \ ) l Ir / 1 1 / / / / / / , ~I / / / / / / 1 \ 1 / I A/ l ~ f l l I / l PARKED VEHICLE REFER TO BECKON 10-2086 OF THE RALEIGH C?lY CODE FOR ADDf 110NA1 RALEIGH, NORTH CAROLINA 27601.1701 / ~ / ~ DETAILS. TEL. [phone] FAX [phone]
1 \ \ i / / / / / / / / 1 I / r I 1 1 / l 1 ; I / w / / 13. A PORTION OF THIS SiTE LIES WITHIN THE 100 YEAR FLOOD PLAIN-PER FEMA MAPS WWW.LS3P.COM
v ~ _ I I I l r r . i l l l l v ~ ~ v . ~ / / .l l r rl I l l ~ ~ 3718300363 E, EFFECTIVE MARCH 3. t992.
III ? ~ / / / / _ / / / / 1 1 / / / / 1 \ \ V I I I / ~ l r 1 1 r 1 1 / 14. STREAMS HAVE BEEN FOUND ON SITE. NO STREAMS ARE TO BE DISTURBED DURING
\ ~l l I \ - ( I ~ / / l / , ~ ~ / / / / / A ~ I / l l l l 11 I / /I / l / / ~ coNSTRUCnoN; `~~~iiuur~~~
1 \ 1 I I I / / l l / r fi` l 1 1 ~ ~ / l l l .l , l l I ~ it / / l \ f I I I / l l r~ ~ Il l . l ~ ~ ~ 15. CONSTRUC110N MANAGER IS TO AMMEND THE TOP SIX INCHES OF LAWN AREAS WITH 3" OF' / . I TOPSOIL. IMPORT ADDITIONAL TOPSOIL AS NEEDED iO MEET THE SPECIFICATIONS. ~A~Q l~~iii
\ \ 1 I I/ I / r l l l l 1 I t l 1 1 1 L v i i I i I / / ~r ~ / / / ~ ~
v ~ 1 i I ~ I I ~0 / / / / / ~ ~ / / / / 1 x I ~ I / / 1 1 I I I y l / l ~ I! ~ l 1 1 1 16.ONCE TOPSOIL !S INSTALLED ON SITE, CONTACT ARCHITECT TO SCHEDULE AN INSPECTION BY T~ ~ ` g. ~ 4~,pa¢P~~~ .`~~\O~`\FES$~°°`~/~'~, / OWNER AND ARCHITECT. IF TOPSOIL IS ACCEPTED, CONSTRUCTION MANAGER SHALL COORDINATE ~ ~ ~ ~Q~o .9
V I I f Q ( ~ / / / / / / 1 1 1 I I 0 1 I/I I/ P~ / r r/ I l l~ v i I P. I s / 1 WITH LANDSCAPE CONTRACTOR TO BEGIN PERMENANT SEEDING, SOD, MULCH AND PLANTING _ S _
I I ~ ~ / ~ I ~ I / ~ I 1 / / ~ 1 I I I / r l l w I l II 0 w \ I INSTALLApoNS. ' i'~AY ~ 209 -
1 ~ 1 I I II I~ / i ~ / / ~ ~ I I I / / ~ / / ~ I 10 1 I i p / r , , I / I I I l~ r l 17. CONSTRUCTION MANAGER SHALL 8E RESPONSIBLE FOR KEEPING ALL EQUIPMENT & = SUBCONTRACTORS AWAY FROM SEEDED AREAS IF DAMAGE OCCURS, THROUGH NO FAULT OF '~~-~~T~~'&133Y ,,y ~~NE ; p~,
1 I I I e l / / \ \ i I ~ I I ~ w0 / ~ / r l / l 1 II 1 I P h 1 1 h / l f l 1 1 THE OWNER, AREAS SHALL BE REGRADED AND RESEEDED IMMEDIATELY A7 NO ADDITIONAL COST ~T~~„. T~ERII~A~~3 F,~~
I i ~ I / / . / / / ~ I I I I I x , l~ l I l 1 1 I i 50 ~ ~ I 11 ~ / / / / i~ / / 1 } I i ,I / ~ / ~ ~ ~ / / / / O TO THE .OWNER. QN p K~~~~~\
I ~ II I / I I i I I / II l lr l~ l l r 18. THIS WAKE COUNTY PROvECT IS EXEMPT FROM CITY OF RALEIGH STORMWATER REOULA7i0NS /~~rl~~~~~~~~j1\\\ SECTION 10-9003 (b)(8) OF RALEIGH CITY CODE STATES THAT ACi1V?lES FUNDEDIN WHOLE OR f1 f ~l~~l
I I I ~ I I / ~ ~ , I 1 l~ 1 I I I / , / I / ~ ~ I I 1 i I / / Qi / I I I ~1 I I I I / , ~ /r ~ i / r l / I I IN PARt, BY THE STATE OF NORTH CAROLINA OR THE UNITED STATES ARE EXEMPT FROM
1 I I I I I I I / / I l I l 7 I I I I ~ ~ 1 1 I I I I I I I I I / 1, / / CHAPiER`9, "STORMWATER CONTROL AND WATERCOURSE BUFFER REGULATIONS".
I I I I I I i I I r / Q/ / I / V I I I i I I ~ I ! I r 19. A STREAM DETERMINATION ISSUED BY NCDENR DiVSION OF WATER QUALITY (DWQ) DATED JUNE 3, 2008 STATES THAT THE ONSITE STREAM FEATURE ?S SUBJECT TO NEUSE RIVER BUFFER RULES.
~ I I I I I I I I I l I l l / / I I I / Q t I I I I I I I I I I I l ~ / / l 9 I a~ I I I I I I I / r / i / l J I NO IMPACT TO THE STREAM OUR ?iS BUFFERS IS PERMITED WITHOUT WRITTEN NOTIFlCATION FROM
I I i/ I I / / ~ , I I I I I I i I I I x i~ l l I I I I / / / NCDENR.
I I I 1 1 I ~ I I i i I I i l r% l I / l r! 1 I J I I I I I I I , I / / / I l ~ l I i I I I i I I I l ~l l r l I , l gp, NEUSE RIVER RIPPARIAN BUFFERS ARE. TO BE FlELO STAKED AT ALL TIMES DURING.
I I i I I I I l r l ~ I I I I I I EP I I I I I I r / / / coNSrRUCnoN. 21. ALL OFFSIIE FILL MATERIAL TO BE APPROVED. BY OWNER PRIOR TO DELIVERY.
I i I I I i l l ® I J f / / I I I 1 1 I I I I I / I I O L I I ~ w / / I I I I I I I i t ~ III i I111 r/ / 22. PRIOR TO ANY TREE DISNRBING ACTIVITY THE TREE PROTECTION FENCING SHALL BE INSTALLED,
I I i . /i / / / s I I I I I I .J I I ~ / INSPECTED AND APPROVED BY CITY FORESTRY SPEGAUST, MARY ANN MEICALF (919).516-2562..
i I I I I I I~ I i / / / , ~ I I I I I I ~ I I I I I ~i ~ / / MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITE
I I i I I i l ~ ®i I i ~ / / / I I I I I I I k i r , l 1 I I I i I i I I ® I i I i / / ~ CONSTR TI N A RESPONSIBILITY NOTESe COPYRIGHT :2008 ALL RIGHTS RESERVED
I I I I I I I I I d I I I I I I I I I I I r /r I l l l I I i t ~ ~ ~ I l U 1. TREE CONSERVATION PLANS ARE 70 BE FOLLOWED AND ARE THE CONSTRUC110N PRINTED OR ELECTRONIC DRAWINGS AND
I I ! II I I Ir / I I I i I I I I / I I ~ , l I I l MANAGER'S AND LANDSCAPE CONTRACTOR'S RESPONSIBILITY THAT THE AREAS
I ~ I I I 1 I I i I~ / / I I I I 0 TOIL I I I i I i I i t i rl DESIGNATED FOR TREE CONSERVATION ARE NOT TO BE DISTURBED tN ANY WAY. DOCUMENTATIONMAYNOTBEREPRODUCE
i I I I I i I I I ~ I I .I / / ~ I I I i I , I II T T E it ~ I I I I I I / / i r~ '2, ` ALL CONTRACTOR°S SHALL REFER TO THE EROSION CONTROL CONSiRUC710N IN ANY FORM WITHOUT WRITTEN PERMISSIC
I I I I / ~ II i r ~ I I I I I I ~ I I SEQUENCE AND: ADDITIONAL INFORMATION ON SHEET 0401. FROM LS3P ASSOCIATES LTD.
I I ~ / Cry / l i l>< J 1 1 1 /l 1 1 1 B I I I I i/ l I/ l i l ~ ~ rl I 3. 70PSOil SHALL BE ACCEPTED BY THE OWNER BEFORE THE LANDSCAPE REVISIONS:
I / / / / / / / / ~ I i / / / / / i / i i I I I / / , /I / / / / , , ~ / / / / / / / CONTRACTOR BEGINS WORK. CONSTRUCTION MANAGER SHALL CONTACT THE OWNER OR ARCHITECT FOR TOPSOIL INSPECTION. No: Description Date
I i I x/ I l ~ l l I ~ ;1 l O r l I ~ I I l / i/ I / / l l l /l I I l ~ 11 i I
I I I l/ ~ l I l l l r l/ l } l I i / V I I I rl I I I I I I I I / l i l i i l l r~/ l~ / I I l / l / l rl / I I I I I J Q
I I I i I / I l l r l ~ I I / / / I/ / / / I I , I I l ~
I I / i / / r RIPRAP APRON I I i I / / / / / / ~ I , ~ I I I / I / r ~ / I I I i 9 APRON E LA TINE ZO
I I I I / / / / / / / / / ~ / ~ I I I = i / / / I I I ~ L 20 20' ~
I I i I I / / ~ / I 9 I / / / ~ ~ I I I I Q _ I l/ ~ / l l i. I W- 6 6' ~ SHALLOW LAND: 208.00 - 207.00
I / / 0 / / / / / / / / , ~ I / I » I I I I x/ r ~ I i l/ -
I / / / r / / / / ~ THK- 36 II I ~ IIr/ 36" I SHALLOW WATER: 207.00'-206.50'
/ / / / i / ~ I i , l/ l l B I I l LASS= 2 / / ~ C I I , / / / / , I. 2 DEEP POOLS: 206.50' - 204.00'
I l ~ r l l 1 1 I l l ~ i / I / / r ? I k ~ / / r -1 SEE C- 701
J I J / ~ ~ ~ ~ I ~ 701 FOREBA Y PROJECT: 8401-074730
i / ~ / l / / / I ,l ~ ~ l 111; ~ ' SURFACE AREA:. 1800 SF DaTE: 05.08.09
~ i 1 1 1 ( l ~ ~ I/ I I I ~ l l l / ! i r / ~ ~ / TOP ELEVATION: 207.00' DRAwN er: TN i Rer
i / l l~ I / l 1, i i l 1 1 ~ l/ I r i l i l BOTTOM ELEVATION; 204.00' cHECKEDBY: JPK
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~ r I~ l l I i t ~'~l l r ~ / ~ ~ OUTLET POOL
~ / / I ; ~ / r ~ ~ t , ~ / l / / ~ , ( l l ~ ( q~ l SURFACE AREA: 1800 SF
/ l ~ i l~ l r l ~ rl ~ x l / l I 1 I I TOP' ELEVATION: 207.00'
/ ~ / l I l / r l l l l i i / ~ I , ~ BOTTOM ELEVATION: 204.00'
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A / , / i l l ~ / l l l l l l r l l i ~ l l ~ r I / / / i l 1/ 1 1 r/ ~ l I ~ l l FOR: WETLAND DETAILS AND SHEET 0709 FOR. PLANTING SEE SHEET 0708
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