20150562 Ver 1_401 Application_20150615

Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone. [phone] • Fax. [phone]
sandec corn
2 0 5 0 8 2 UPDATED —June 3, 2015
S &EC Project # 9948 W27
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Andy Williams or James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P A.
Re: FREEDOM PARKWAY EXTENSION
Chatham Park, Pittsboro, Chatham County, NC
N.C. Division of Water Resources
401 & Buffer Permitting Unit
Attn Karen Higgins
Archdale Building — 9ch Floor
512 North Salisbury Street,
Raleigh, NC 27604
Copy sent to Cherri S 1�'
JUN 04 2015 '
On behalf of the owner, Chatham Park Investors, LLC, please find attached a complete application an Tt
information requesting written concurrence from the U.S. Army Corps of Engineers (USACE) and the N. C. Division
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 39 and General
Water Quality Certification 3890. Please contact me at (919) 846 -5900 if you have any questions or require additional
information.
PROJECT St IMMARY
Project Name
FREEDOM PARKWAY EXTENSION
Project Type
Road to Medical Office Bldg. & Hospice Facility
Owner / Applicant
Chatham Park Investors, LLC
County
Chatham
Nearest Town
Pittsboro
Waterbody Name
UT to Haven Creek & Haw River
Index Number
16- (36.7)
Class
WS -IV, NSW
USGS Cataloging Unit
Haw River / Jordan Lake / Cape Fear 03030002
IMPACT SUMMARY
Stream Impact (acres):
0.039 acres
Wetland Impact (acres):
0 003 acres
Total Impact to Waters of the U S (acres)
0 042 acres
Total Stream Impact (linear feet).
168 feet*
* Note Total stream impacts include 124 ft of permanent loss, 25 ft of permanent impact, but not
permanent loss, and 19 feet of temporary impact
Attachments: Complete updated PCN & supplemental attachments.
DWR Application Fee

s+ of W "TEq
o� pG Office Use Only
Corps action ID no
o o c DWQ project no
Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps
❑X Section 404 Permit ❑ Section 10 Permit
1 b Specify Nationwide Permit (NWP) number 39 or General Permit (GP) number
1 c
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply):
❑X 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 ❑X No
For the record only for Corps Permit
❑ Yes ❑X 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 ❑X No
1 g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a. Name of project-
Freedom Parkway Extension
2b
County
Chatham
2c
Nearest municipality / town
Pittsboro
2d
Subdivision name:
Chatham Park
2e
NCDOT only, T.I.P. or state project no
n/a
3.
Owner Information
3a
Name(s) on Recorded Deed
Chatham Park Investors, LLC
3b
Deed Book and Page No
B1567/P800
3c
Responsible Party (for LLC if
applicable)
Timothy R Smith
3d. Street address
100 Weston Estates Way
3e. City, state, zip:
Cary, NC 27513
3f.
Telephone no
919 -481 -3000
3g
Fax no.*
" fax agent
3h
Email address*
" email agent
Page 1 of 10
PCN Form — Version 1 4 January 2009

F
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
S.
Agent/Consultant Information (if applicable)
5a
Name
Bob Zarzecki
5b
Business name
(if applicable)
Soil & Environmental Consultants, PA
5c.
Street address
8412 Falls of Neuse Road, Suite 104
5d
City, state, zip
Raleigh, NC 27615
5e. Telephone no
919- 846 -5900
5f
Fax no..
919 - 846 -9467
5g. Email address.
bzarzecki @sandec corn
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID)
9752 -08 -9484
1 b. Site coordinates (in decimal degrees):
Latitude 35 75476 Longitude - 79.16392
1 c. Property size-
40 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project.
Haven Creek - Haw River - 16 -(36 7)
2b Water Quality Classification of nearest receiving water
WS -IV; NSW
2c River basin-
Haw River / Jordan Lake / Cape Fear (03030002)
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
The medical office budding and hospice complex has been cleared, graded and is currently under construction All work to date has been in upland
areas The stream, wetlands and buffers at the proposed crossing location are in take and undisturbed The surrounding land use is vacant
woodland, rural residential & commercial (fast food, Botangles) The project would result in "minimal tree removal' (< 1 ac of existing trees)
3b List the total estimated acreage of all existing wetlands on the property: 0 25
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 4,300
3d Explain the purpose of the proposed project
To construct Freedom Parkway which will be the primary access drive from Russet Run road to the medical office building & hospice facility
3e. Describe the overall project in detail, including the type of equipment to be used
Medical office building, hospice facility, Freedom Parkway & Grant Drive, and associated infrastructure and BMPs Heavy, earth - moving equipment
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?
0 Yes ❑ No ❑ Unknown
Comments
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known) Monte Mathews & James Lastinger / Steven Ball
Agency /Consultant Company
Other USACE / S &EC
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
Monte Mathews (USAGE) field verified the streams and wetlands as shown on the attached impact exhibits on October 27, 2011 (SAW- 2010 - 00140)
The stream at the proposed crossing location was determined to be "perennial'
5. Project History
5a Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions
Chatham Medical Office Building Sanitary Sewer Extension (PCN submitted 8/15/2014, DWR Approval #14 -0898) = 24 ft temporary impacts
6. Future Project Plans
6a Is this a phased project?
0 Yes ❑ No
6b If yes, explain.
This protect is located within the overall Chatham Park approved Planned Development District (PDD) and Master Plan (MP) No additional impacts in
this area of Chatham Park are anticipated Additional impacts are anticipated in the remainder of Chatham Park, but are unknown at this time
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
2b.
2c
2d
2e
2f
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1
Choose one
Choose one
Yes /No
-
W2
Choose one
Choose one
Yes /No
W3 T
Fill
Headwater Wetland
Yes
Corps
0 003
W4
Choose one
Choose one
Yes /No
W5
Choose one
Choose one
Yes /No
W6
Choose one
Choose one
Yes /No
2g Total Wetland Impacts:
0 003
2h Comments.
This wetland is a very small, linear wetland feature (possible abandoned section of the stream) The project plans avoided permanent impacts to the
wetland, but temporary impacts are anticipated to construct the retaining walls The wetlands will be returned to grade and planted with a wetland seed
mix The larger wetland (approximately 1/4 acres) to the west was avoided altogether
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
UT to Haven Creek
PER
Corps
10
124
S2 P
Stabilization
UT to Haven Creek
PER
Corps
10
25
S3 T
Type In (Other)
UT to Haven Creek
PER
Corps
10
19
S4
Choose one
S5
Choose one
S6
Choose one
3h Total stream and tributary impacts
168
31 Comments
Impact "S1" is for the 12'x10' box culvert Impact "S2" is for the downstream energy dissipater pad, which voll be constructed at or below the existing
stream bed elevation, and as such Is considered a "permanent Impact ", but not a "permanent loss" Impact "S3" are temporary impacts needed to
Install the retaining wall and culvert Any alteration of the channel will be restored to it's original dimensions and no permanent fill will remain As such,
the only permanent loss of waters Is the 124 ft of culverted stream
Page 4 of 10
PCN Form — Version 1.4 January 2009

rs
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indivi ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f Total open water impacts
0
4g Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a.
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
0
5g. Comments*
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no-
5i Expected pond surface area (acres).
5j. Size of pond watershed (acres)
5k Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then vou MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other*
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
61 P
Road Crossing
UT to Haven Creek
No
7,588
6,251
B2 T
Installation of Disspater
UT to Haven Creek
No
401
0
B3 -
Yes /No
B4 T
Installation of Crossing
UT to Haven Creek
No
110
0
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
8,099
6,251
6i Comments Buffer impacts are provided as courtesy to DWR, but will reviewed and approved by the Town of Pittsboro
Page 5 of 10

l�
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Significant efforts were made during design The developed avoided all wetlands, streams and buffers with the exception of the road crossing This
included the relocation of a proposed stormwater BMP to avoid the +/- 1/4 acre wetland to the northeast The medium was removed from the street
plan at the crossing location and retaining walls included to minimize the overall width of the crossing and associated impacts The road crossing is
set by the new roundabout intersection on Russet Run road that will provide primary access to both this property and the lands to the north
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project will obtain a grading permit including all necessary erosion and sediment control measures to help define the permitted limits, avoid
indirect impacts and off site sedimentation, and protect water quality
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
❑ Yes ❑X No
2b If yes, mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity
Quantity
Quantity
3c Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested,
linear feet
4c. If using stream mitigation, stream temperature
Choose one
4d. Buffer mitigation requested (DWQ only).
square feet
4e. Riparian wetland mitigation requested-
acres
4f Non - riparian wetland mitigation requested
acres
4g. Coastal (tidal) wetland mitigation requested
acres
4h. Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1 4 January 2009

r
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes ❑X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
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

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?
lb If yes, then is a diffuse flow plan Included? If no, explain why
Because all runoff from the project has been proposed to be treated by devices capable of removing 30%
Yes ❑X No
of the total nitrogen load, no further measures are needed to meet diffuse flow requirements prior to
❑
discharging the runoff through the stream buffer The Town will review and approve any buffer impacts
2. Stormwater Management Plan
2a What Is the overall percent imperviousness of this project?
55%
2b Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c If this project DOES NOT require a Stormwater Management Plan, explain why
2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
The Town of Pittsboro, while not a DWR Certified Local Government is required to review the stormwater management plan under their state -
delegated Jordan Lake stormwater associated ordinance(s) and agreements made as part of the Chatham Park PDD /MP The Medical Office Building
site and the Hospice site will be reviewed under these programs along with this collector road The Medical Office Budding site is utilizing a
bioretention device and the hospice site is using a wet pond We have provided the SMP for the collector road (Freedom Parkway) requiring this
requested 401 Certification stream and wetland impact The percent impervious listed above is only for the road and is much less for the entire
development The road runoff will be treated by means of "tree wells" and "bioretention" as per the attached stormwater management plan
2e. Who will be responsible for the review of the Stormwater Management Plan?
DWR (Freedom Parkway only)
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction Is this project?
❑ Phase II
❑ NSW
3b Which of the following locally - Implemented stormwater management programs
El 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
ElCoastal counties
❑HQW
4a. Which of the following state - Implemented stormwater management programs apply
❑ORW
(check all that apply)
❑Session Law 2006 -246
❑Other
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
X❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

1
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ❑X No
use of public (federal /state) land?
lb 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
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b Is this an after - the -fact permit application?
❑ Yes ❑X 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
❑Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description.
The proposed impacts are for the construction of Freedom Parkway. Freedom Parkway will provide primary access to the medical office budding and
hospice facility as well as other future development within the Suttles Tract area of Chatham Park No additional impacts are anticipated within this
area All future development will be subject to both State and Town implemented stormwater management regulations per the Jordan Lake
stormwater rules and Chatham Park PDD /MP requirements As such, we do not believe that this project will result in any cumulative impacts to waters
or water quality
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
Town Pittsboro The Town DEN
This area of Chatham Park will be serviced by the of sanitary sewer system and will ensure adequate capacity
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
❑ Yes ❑X 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'7
NHP & FWS databases Cape Fear Shiners are "extant" in the Haw River, but were last recorded in 1992 No shiners have been found in this stream
or Chatham Park Riparian buffers are applied to the streams NLEB is officially not recordedAisted in Chatham Co , project has minimal tree removal
6. Essential Fish Habitat (Corps Requirement)
6a WIII 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?
EFH website mapper Project is located in the piedmont of NC, well beyond any EFH areas
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?
SHPO - HPOWEB mapper and database
8. Flood Zone Designation (Corps Requirement)
8a WIII this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes X❑ No
8b. If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination?
FEMA - NC Flood website and mapper The stream crossing is not within a FEMA - designated 100 -year floodplain
crDigitally signed by Bob Zarzecki
DN cn =Bob Zarzecki, o =S &EC, PA,
Bob Zarzeck'hu= wetlands Department,
S &EC, PA
Bob Zarzecki
emaii=bzarzeclu @sandeccom,c =US
",/—Date 2015 06 03 09 18 22 - 04'00'
Updated 6/3/2015
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

FREEDOM PARKWAY EXTENSION
Stream, Wetland & Riparian Buffer Impacts
Justification for Impacts
The proposed impacts requested to extend Freedom Parkway across the jurisdictional stream,
adjacent wetlands and stream buffers are necessary to connect Freedom Parkway to Russet Run
road to the north. This connection is will become the primary access to the UNC Hospice
facility and medical office building currently under construction. It will also be the primary
access to the remainder of the Suttles Tract area of the Chatham Park development as depicted
on the attached Conceptual Land Plan — Suttles Tract dated December 2, 2014. It should be
noted that only the medical office building and hospice facility are under construction. The
remainder of the development is conceptual in nature. No additional impacts to streams,
wetlands or buffers are anticipated.
A new intersection with a roundabout will be constructed where Freedom Parkway will connect
to Russet Run road. The location of this intersection is dictated by its distance from US
Highway 15 /501 to the west ( +/- 800 ft). This new intersection will improve current and future
traffic flows and provide safe access to properties and developments north and south of Russet
Run road. The existing Suttles Road is inadequate to provide this necessary safe, traffic flow,
primarily due to the location of its intersection with Russet Run road being too close to the
highway ( +/- 310 ft). Connection to Suttles Road will remain however in order to provide
multiple access points into the southern development areas, so as to avoid additional stream
crossings to the north.
Impacts needed for the Freedom Parkway Extension have been significantly minimized. This
was accomplished by means of eliminating the traffic medium between the north and south
bound lanes at the stream /buffer crossing location. It was minimized further by the use of
extensive retaining walls and headwalls at the crossing location. This minimized total permanent
stream loss to 124 feet.
Water quality will be protected as a stormwater management plan (attached) has been developed
specifically for the road. The plan includes both "tree wells" and "bioretention ". This plan is
being presented to DWR for review and approval. The surrounding development areas will be
subject to the Town of Pittsboro DWR delegated Jordan Lake stormwater ordinance and as
required under the Chatham Park PDD /MP. The medical office building is utilizing a
bioretention device and the hospice facility is using a wet detention pond. The Town will/has
approved the stormwater management plans for these projects as well as any future development
projects.
The Town of Pittsboro DWR approved stream buffer ordinance only requires 50 -ft buffers on the
streams. However, the Chatham Park PDD /MP requires these stream buffers be extended to
100 -ft as shown on the attached plans, providing additional water quality protection.

CONCEP7`l1.Al -LAND PLAW CHATHAM caUN", arc bN � �mley> »Horn
S'U77LES TRACT December a, 2014

Name:
Address:
Phone:
Raleigh, North Carolina 27614 • ]
www.SendEC.com
AGENT AUTHORIZATION FORM
Consultants, PA
'hone: [phone] • Fax: [phone]
All Blanks To Be Filled In By The Current Landowner
Project Name/ Description: Ca i4ao� S &EC Project # �Q 7 • �i�
Date: 3©
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern
I, the current propgM owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
sup emental information in support of applications, etc. from this day forward. The ©'4-4 day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site. a
Print Property Owner's Name
CC. Ms. Karen Higgins
NCDENR - DWQ WeSCAPe
Archdale Building
512 N. Salisbury Street "Floor
Raleigh, NC 27604
cc: Mr. Steven Ball
Soil & Environmental Consultants, PA

SOIL & ENVIRONMENTAL CONSULTANTS, PA
—
NC Division of Water Resources
Tian I Invoice Type Date Reference
31615 05222015b Invoice 05/22/15 DWR Application Fee 9948.W27
1
Date: 5/22/2015
Balance
$570.00
°
Check Number:
Check Amt:
Discount
$0.00
25977
25977
$570.00
Pay Amount
$570.00
PA-
>• r, t
F a 5 ,, q G -od ?• pr. f
-;� &' ��Id; -4eh. t- Ry•a%i: }�IpSA �• bC�. .2 _' ;M°r 4.ab
�r,hY.el .•.yA� �iy}T`'�y^ay „M'�cg1ip•�U�:� �';t x. �`pya��l�'1;yZ��'•//]p F*�eap�,�[e ., pry,A�,,, �4/q�r �p�,!e�:!`y/np�'�e! i ° „:,i�e '�, IP '>
,' SOIL °�ai�.V V•YY YOMpp LYV Y�IVIw,CONS�Y1vTfY�V1° V. P Y' 1 •� ^i i. 'a �� .� S�' jli IS�J ° Fk'P ,4 ' , .`� (ry e„ 'C V'l ,. l' •$rd{”
ui_S ,> ire ° a.r . z s ''• �i `",: ;•.<•�,. i1• aid °J *� :jar
Itt'.�'RALE1�9,-INORTH-CAF �d38412 FALISiOFfIE�•SiE r»DA9f7% UNll- 27,615 ,' f , , . �t e r e �i;~£' '° ItAI:EIC$'� j #`o- `%;. V 4 919), 846; 590o'FAX',(919)'846, "•9467; * .i Io •t q p I , . �'
w { tjfi6= 7�162r2531Yr,r` L
tt �a"� oI °�P ' =wi s.��� +�, <�, �✓ 7�� {�" °� � . I.e. ��r,S�A�; ° •F„ .. J` ' ;' y �' 't %d..: ' �,yp. '�2 °', fii ii�.•ar tai;'` ldJ�`���J:;; •4r' 't . k•
i:€ k• .L�:�1
.'4 X- St`r•Za } r %�T� .F �•i ?� ��� 4;' ,',� f�', _�• -i. ` h X-p i• f � °" r 7
(• + i . ;° AMOUNT ;
�• q4 "'i' r, , dr Y. r e
i•+'-'.+,t} •'da°'�" b'+. `$+7i'c+r ,k f9�`+`r ,� " >4�ti7,'-%��. ?fie r :
•itat {:d.,sr; iy..+�f �"' ry- , i. �... %* ,R -'�5� i ,• 1 '`,vim •3f
r �; V� "7 g ..4n`b4+�,3R b� R �'A�f p xl` k,j�R¢'�{G„ ';- a�,�� n }. � �•= i• fi ) ,, w �� `.CO fr, "C• f; ' i•° �, � f �f' 1, . � .. ° }•P,�. ,
''.�' °�' ,�'�'•�'u` `�'°,'4' =,��W '� °� ' >'` J�`:dlbd1 ^.�' t� o � %999 � � ° °- "
•'ti r'� � � '✓a•.,,,� p' k.a. a•d;;�- !S. �r 6° 4-•l':' C; ;. �` .�'� ,r r ti
e,'tr,u * cti -Lb ' 3 •� e• y g3xA s,> .� :t"�.� �t'�,•tkti �"�•` „_ r. .�<, ��. `,:P f:r�;`• � •` r - y`y$-
XactlKVF- Iwe "r}i tied cse�enty�7and� nog /,
t i .ayg .•r� ��•s�.� m {,! C: ,l'tr'iae.'gi., dy c.• t'`_G r 3� .J< ,�i..a .Cl �. °a' ' • •'��,._ "'yr
<bba�'Li'a- r,'':<
PAY', Ibf Y'" u;'' - ,?4;'r , ;: s, °P , # ;�'` , °' � ” sr�e p"� i'i�, °� , °,<,' 5/2,2/201"�5.� � ;':$'570,.;00
1 A'Ya r �e ^;•r� 9� ) .YC � '�1�,`, 't�'' Kul,, CW, `%.T. l -� t l� • " �4- . a. ,a, rc3 ;r. �Ff�.- '.a• p Z.4r °M'' °,y Svc
TO�THEa� a =u7 'fnr+' g `L r, " °a �"
> ha+' +:, t� '.•k? ,i:j` t r ac,t °u •` {�. "...,
u- $ 1 x- ti. np 4C•+y r�g�•y _ 7.�C - S�• Y.
OR
. kq,- .� %f, {[� :.r - 775.%r,r::'i -E��} %' t i � x,'ctl ftr, •1 �r °ti -T Y '•4•. 'A•� q c�""P`
.�� NCB D vision ;of Water�rReso,ur - -ces �"
/tP H� di FSYrr'. ,P f•r�e;y P�• ♦ .a7 tir i. rr Ye t�6„ '641r °" 6A
a.tt ti `L�, Sg F .f' , ��i x "`< .1,� <� • "t _ r• ,,� «* x %� �h� .fir
1 °i'sbur- Msitree r ` a�` t > r, � l �`
a + ,?+ .• ev i r:� f. y ,ct° ��:. ktY• ? q jr.�
�,�. ,ti����.,fi ;Ralei�' her �'tI�G� ��, 27604 ��•��Pda�.� ^,�,�-,�,. °.' �»�..p e• :;; �� ,��p �,-,,.: ..�' '. `,��. e�, -- ° ,'r';,,
.:aY' -� 'ts..i+'�'"j:,'+<�r;r„ a}. a �'t-: R� 4_1� �� e'�'a'i',x F'r`?�%�'t fi:es"°'�r �e �.'d�,• � .- t„ p i ��k +t��t -�,. «.£��•`,eb.<'ti � :.` ,� � ��,d;, ' z , ��
U���.��i •'b4�?,��' §d �h°11 >4p^ "v `} aty'��- � °J°'.,r.io `��°�y�ikjp i�y��+, o`� %' °,° °�,la f �f� ` "�I rci ° ° { r6 tCr
_ ` bbe _ : w �-yl Y' J f. ��d �, ` ✓ ap � p•-.,s': m� .`�y dt`a'^ A gd+;¢c�'i, s ° °�. t, P ° rr` • ' ,�y •: - " °"!•'�'``' 9 �' � t °> . �� �F�' �,•}`
�,�> ,�'a,� �. o.vi , ^�-r'�,f'�'y�.7•``'' .,,,- 5 +° _ _- ti'- ;�u.,��' �iri',� -r'V ° �O , �• , sn _ _ _ ,�_
"� +�� � °`w n °00025977n° �e253b7b62b�o 2bOb274b38�1° � r r' �"
r

d
n n
2 yuy
N O
v
3
n w R a
wLL a
o
c
C
N
Imo
3 3 c c 3 c
Cc
n n 7 m d o zzO
LL LL W W LL J 1.1
:1,
t£tRi
�sB
1 s��
�.s
"a s
y�C
� O
r Y
O
C iiyiiiy6
r O
4�3IE
nnE�
�
C
1
r�
U/
(Q
�+
O
1
0)
cc
Y
C
1
♦�
N
d
N
O
•
E
U
O
(D
E
•
N
N
M
O
LL
N
0
�o
z
�
E
N
Y
O
N

sr0D #r —lk
Freedom Parkway
stream crossing location
o
•
r =0
i
f
�t1�rllRj� Cr M
NR Points
0 NR Individual Listing
• NR Listing, Gone
NRHD Center Point
NR Boundaries
F-1 National Register Boundary
•
CH0275 Dr. E. H. Ward Farm 1985
CHO325 Robert Jas Heise 1998
�'
Q IF
A t.7
CHATHAM
VOW
r
A41 il"-
�1
FObr :. g
Vr
t
11
1:64,199
0 0.5 1 2 mi
i�
0 0.75 1.5 3 km
Sources. Esri, HERE, DeLorme, USGS, Intermap, increment P Corp.,
NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esn (Thailand),
Tom Tom, Maprrylnde, m OpenStreetMap contrbutors, and the GIS User
Commurrry
S&EC

FLOOD HAZARD INFORMATION
NOTES TO USERS
SCALE
HTTP,/FRlS.NC GOV/FRIS
-SWIM
NORTH CAROLINA
—9752
a�i yl— �'ra'4n"�'s
.r• -. �.r••x.�- ,w- .r...er........ r.•... «•..«
0 Is tw
PANEL LOCATOR
RPFAS 02—wi—FWp�.
. .............
4114
m
msMM
-- flit WiaRi
W)WopwAc
MR W dvAl7
1 RB haam. aaiR4m
02/02/07

L
a
N
0
N
Y
J\,N
S� RUN Ft Bk C 165E RUS WIDTH E -
0
/ 1. '
#4 �.
BOJANGLO , y'" .009 owl
'r
.00, ra
e
I ®� 000
' IMPACT MAP
f� (SHEET 2)
r,
Z
� J
wm,
�= F
O p
N W
Jm1
m
- EM01111
GRANT DRIVE
- ROADWAY BMP EXISTING
:(BIORETENTION) WETLANDS
HOSPICE BMP
° t ® POND
WET
( )
0001.00 *Opp
.i s r •� ` i
#2 .o 0
-
ams — — — — HOSPICE
I I
— MEDICAL OFFICE BUILDING i )
BMP (BIORETENTION) I ,.
MEDICAL- OFFICE BUILDING
Q BMPS (BIORETENTION)
Ld
W
Of
�
ROADWAY B,MP'
(BIORETENTION)
� I
Revision Date! Designer Scale WecR 1' 200' CHATHAM PARK MEDICAL OFFICE BUILDING &
drawn-,By o2 /io /1
°°`e
Rro HOSPICE SITE - COLLECTOR ROAD B EXTENSION
- - -
Checked By Job No.
is 2120489.0 TOWN OF PITTSBORO CHATHAM COUNTY _NORTH CAROLINA
N
W - E
S
PERMANENT IMPACT SUMMARY
SITE
14
M
A
P
IMPACT
_BUFFER IMPACT
WETLAND
IMPACT_ _
ZONE 1
ZONE 2
CHANNEL
SF AC
SF AC
LF
SF AC
1
#1
7,588 0.18
6,251 0.15
124
0 0
TOTALS
7,588 0.18
1 6,251 0.15
1 124
0 0
TEMPORARY IMPACT SUMMARY
A
P I
IMPACT
BUFFER IMPACT
WETLAND
IMPACT
ZONE 1
ZONE 2
CHANNEL
SF AC
SF AC
LF
SF AC
1
#2
401 0.009
0 0
25
0 0
1
43
0 0
0 0
0
117 0.003
1
#4
110 0.003
0 0
1 19
0 0
TOTALS
1 511 -0.0121
0 0
1 44
117 0.003
OVERALL WETLAND, STREAM, AND
RIPARIAN BUFFER IMPACT MAP
GRAPHIC SCALE 1" =200'
0 200 400 600
WITHERS &— RAVENEL
[NfINEERS 1 PLANNERS 1 SURVEYORS
335 MacKenan Drive Cary, North Carolina 27511
34
tel: [phone] www.withereravenal.con License No. C -0832
Sheet No.
1of4

• _ - - - --L� - :_�1 - ". .�� / \ R � ♦ � `// r rr i ' r',' 'i�r '. '' r/ /mot '/ �i ,r //
_♦� / ! ,' fry �-' \ \ ` „I' / / �' r /' /� r `/ \�♦♦ ' 1_+ / r v _
It
/ _ ->. ._.__ \\ i / �If1 i ,'�♦ -� 1 1/' , // t .'` ,r,',f� 1 � llI /,/ i /, f t` ,'� -',r� SS 1��1 \,
' / ♦` ,� �- 7lMCO \ \ I li I � - `„'' `\ -` � // \ 1 t' 1 / / / 1 ,',�^ � r .� r 1 � 1>� \ ..��
, ♦♦ , , ♦ ♦ 1 1 I I I I , ;_ .� / � \ + I /� / / 1 � /' /r i .� 1 J J I r I ��� _... --
i �.,�.��1
�, ++ ' J'' %,'�: PLUIMIiE POOL STREAM - �_
1,
\ IMP 1 (COLLECTOR ROAD r /;' a,' DISSIPATORR,i
FREW CHAN f4 124 - - - - - -
I r - ` , ,ZONE +1 BU IMP /„ �J� - °'` °> --------
__.
�rl t \ \ 7 SF ,18 AC , /J�� - - - - -- -:
'IONS BU IMPA ''' TOP OF`BAN�C r -,__ _ - OP
i I � I r 1 I 1 i 11 / r, r� / /iIi/ 1 __ �- S"'�•�_"�>i` �r1s`"�~ r -�
E1IStING SF,'WER,LINE y�'� r %,',�"r/ I � 1 P - , a� ••r_► -�
U)
F'
(Li ` ` `\ 1 / ( 1 / 1 1 I`� ,• // ,I' r/ r / /I,J /J
/ _/J /��-I� � / /,
1 11 i ♦' , 1, /rr •1 I , r rr- - - r// 'r ' ��T`_�� / ' '� ,' 'E,CQNC
I,I +1 11 I ' fl / 1' I � r/ - I IIII // r�'�•+• ''_ •. rrr �'i l -/' / // I ,� � ' rr / �/ � I / J ' ,'C /', /' I'' /' /',''- ' /''rr rrrrrr rr r" I
I 1 / 1 1 ! 1�''� } f 1/ KS•' r r r ri >Ps // , �i I , ' / ' /'' I' �, , , , , , , I-
\ 11 K rrr -' rr r 'rr ii! ' I/ I / i -✓i I / / I
\ i 1 1 I A / / / / J 1 y�i7 1 � Kifi r' r- rrr r _ 1 � �i ♦ , r ! � Jii /,' // ' '' �/I ' ' 'rr r _
•tl \I I 5 I I I ! / I / / ' �- /'/ I 11�`i- KK r -' r rrrr r• - -- ��/ , I PO I � / � // I' /'/rj� /',' /�I' // ' "-
1 1 I f r ! / / / / /' r I 1 If' i /'' r r� /� -�r-'� • i- C
Irlr�� //J r_-
� 11j1•�f ,' ",- rr� rr - rrr -r- _�
I 1 III , -" rr rrr -- +f% ri /11 SF 0.
`\� 1 r�If1 �i '�� �'"
111111
rrr /
r 1 I , `♦ `� 1x111111 / ,f' P�X1511N / 12,v(Y pb$
l I 1 r c` ���. r 11111'11 /I'` "%r r-'• 1rQ r FARM ' r L I 1. 7, ?
rii 1 I ' 1 I I t I 'r+ / �'II _ , '�� ' / / /
1 111 , _�..� I ♦�\ I
IN
/ 1 1 l i l l l 1 1 1 11 1'11111x1
I I �, 1 1 1 /f/ l I i -•---
i2i ,/ I I i l i 1 i /1 1 i IllII1r11 !!1.` i IMPACT 3 `_ - ,.�„ 1/ \ \ //
`/ /'It 1 '1x1,1'!1 ll t r _ \ /
1 , I 1 1 ► 1 I 1 1 , III 1 111 11 ,' 1 `� :+w' IM - -_ _ r r J /
11 f'Ix 1 1 /.
Ix x1 Ii 1 ' / �a ' SF 0.003
'I 1111 1 � -
, -I
'1 1111 -- �+----- ----- 4P4
11'1 llt ( I 1 !1 tl1 t r I' 1 /'r t -
1 1
1 1 I I , 111 11 I I t / 1 _____ I-
/ 1 1! , 1 1 I i f911r�F^ - r
(111 I xII 111 11 I I 1 i �� �Ie
1 Illrllxl i' _r'rr -' ' /
% I 1 1111j111 I I 1 11x'xlll 1x x j - ,� -� r -- -__ / f
, / / / / rr r / I / 1 11f1j111 l 1111111 111 1 '� =rrrr_
I -
'/
ccr_'- - - - - --
I rr -' /
II \ __ r
--
8 ,' r / / /�' ,' /' ' II!lflll l � x111111 rIK iy r' r'~ r/ � - '^f +`� - _.._____ � ___ -___ _• -� - -�- rr Ir -- , I / I
' , /'I /'/ , / 1 I /!l1l /fl ! 11111111111 �` /t- �rr r r/r I r -r/ '� - / \ ` -- - - - - --
' ' �1��r- 'rl " -fir '---- I, r /►r rrr - /�__
`r,��/ _ ------ - - - --- - - -_ -- WETLAND IMPACT
t r' ' 111�!l1111 /.� .�w,.. ��f� W"° �r — -- - - -- - - - - -- -- -- - - - - r
llflrrflr ,� / //' I Ilrf(f f // r'� -'ii'M1` - /
1000"' Ifx!lrlrf / J 11111 11x1 ./ -r - �+ -_' /- _ � -'
111,111 rl� , /fI
' / / r T Illlfff ,r Ill ltlrlll"1 i i�rr ---- 1� -----
-
.. y 4 rlgr, / If !, 1 111 �; '.�..'� �r %`�r.r,r _ tc`
!,�/ ! 11/1111111 \- 7 -L- .'/ �/ I, /I "r r - - - --- _lt
11r1111i1x1lot lr rrrrrr STREAM IMPACT
�° ' , , IIrI fhl! / i I! If1 -
fi 'I/ 1!111 .� r� �r - rrrrr r r ------------ ``~
of Ifl'11 �11�1 -r '� I �i r�rri�r,'�y���r� rrrr -r rrr - r _
t! -� 'rr .�. rr -' ;MI6'; - -'r r - -�� - -_ - /r ZONE 1
t`\a '�:JC, r - :f'� rrrr _ r "r rrr' ---- - - - - -% - - - /
1 ' 'r ' iii /` / /' /'�' r 11 ►1' �,r ?�',ci� r /'r ' rr _ r _ �1fr - - -- +1- - "�'
11111_ '�}f` / ' i r� - -'
r - -'err _ '
ZONE 2
101*
i�,rr /rrr
W_r ' J///,/,r//(,' / Ifl/ rev rrr rr r`r rr', rrr rr rr r _ - ♦ �� �` r '
, �;1 J /,r /,I !r• f /1r -,{ Sri r/r rim, �, //' rimer rrrr - -r_-- - -.- �_--- _ -__�♦ � ���` -_ 1 /�
,' � r '�' 11 /i'/ � � 1!,111 •,l a , rr /i- ,1x11/
�' 11 %i� r� + !1 /, '1 / , / i �r r', rr /I rrrr r _ _ --r•rr
'I
r ` .OWPHIC SC
AtE 1'x!0
30 so go
O / / ' /'' i �'i,' / %i' �, � / / /' /if �'�'' /' 'r' ' '/ /` ", "' •G�f(/p�]�/Gp� "/y��r�p ' �r rrrr - -- _ - ���_`�~ `� rr -r
_-
/ / /'" '''' rrrr _ -r•• � `` ` `1 I'"
ftom 1>0l. Designer """ �''=°°' CHATHAM PARK MEDICAL OFFICE BUILDING & WITHERS 6i(' RAVENEL Date Drawn HOSPICE SITE •COLLECTOR ROAD B EXTENSION WETLAND, STREAM, AND RIPARIAN �II.INSIRS 1 ILAMMOIf 1 ,ulll,.rolls
�° °� " °'' BUFFER IMPACT MAP 2 of 4
Cheokad BY Job No 11x1 NaeKMen Orivs Cary. North Carolina 27SSi
ici 2120469. TOWN OF PfTiSBORO CHATHAM COUNTY NORTH CAROUNA tel: e19-409-3W n+m.lfithererevenel.can License N°. C --QW

y
en IN
i + Ln
Ln o Ln o Ln o LIM
Q r 4 v :
C) LLJ
N
LL-
0
CL
J
W
2
O
+ W
Z
O
0
m
D
oC
0
o �
o O
V
W
J
O
V
LO
0
Ln
Ln
,W
o
dam'
;o
�6
{
!
f
W
i
iij
j
yf
m
J
Ir
1
409
z
xx
Lau! 1
f_ ..
_ u�-. -. ! •
! a.. 1r.
l L�,
:PanUI
Cie
J
I
;
Q
Z :ZI
,
i
JI
i
I
I {
I
)
I
Ln o Ln o Ln o LIM
Q r 4 v :
C) LLJ
N
LL-
0
CL
J
W
2
O
+ W
Z
O
0
m
D
oC
0
o �
o O
V
W
J
O
V
LO
0
Ln
Ln
LIM
l
o
dam'
;o
!
W
Cie
Q
Z :ZI
,
I
-Z Li = ip :
PAUI
IWW
i�m���'ii�'L'�
CLOD
j
{
V
LLJ
•
+
I
'
I
V
M
-
N- - N
- r
o -
C
--
ch
to
-N
■ N m
W°
,m
r �
O � � L gy J
e
w � u
r
= m m
U �
■ c
W"
r m
= Y
V I
W
I J
+
U-
0
I �
W
V
Q
I
o
O
�C cc
v0
z
m
W
Li. 0
O Ckg
J pd U
I
YV
W
W ad
V1
V= O
� a
o �
0
0
Z'N
1111111111 111
0111111 1
rn $'
� � v
SMOA3NlfiS W S213NNV1d 'S2IDNI0N3 "13N3Atl2! V S83NllM Wd05:Z1 =5 SIOZ 'OZ qBj pj cud'N91S30 OVO!! 2l0103T1M— uDId \OYJ \J91Aes Tod WWW43 — U01-Jd- 6940Zt \0916 —Z1
-N
■ N m
W°
,m
r �
O � � L gy J
e
w � u
r
= m m
U �
■ c
W"
r m
= Y
V I
W
I J
+
U-
0
I �
W
V
Q
I
o
O
�C cc
v0
z
m
W
Li. 0
O Ckg
J pd U
I
YV
W
W ad
V1
V= O
� a
o �
0
0
Z'N
1111111111 111
0111111 1
rn $'
� � v
SMOA3NlfiS W S213NNV1d 'S2IDNI0N3 "13N3Atl2! V S83NllM Wd05:Z1 =5 SIOZ 'OZ qBj pj cud'N91S30 OVO!! 2l0103T1M— uDId \OYJ \J91Aes Tod WWW43 — U01-Jd- 6940Zt \0916 —Z1
Z'N
1111111111 111
0111111 1
rn $'
� � v
SMOA3NlfiS W S213NNV1d 'S2IDNI0N3 "13N3Atl2! V S83NllM Wd05:Z1 =5 SIOZ 'OZ qBj pj cud'N91S30 OVO!! 2l0103T1M— uDId \OYJ \J91Aes Tod WWW43 — U01-Jd- 6940Zt \0916 —Z1

W0THE:R8 RAVFE NEL
ENGINEERS I PLANNERS I SURVEYORS
MEMORANDUM
TO: NCDENR - DWR
FROM: Hunter Freeman, PE
CC: file
DATE: February 24, 2015
SUBJECT: Chatham Park — Collector Road Stormwater Management
i J'/4:
•.tic �-
The Chatham Park Collector Road is a roadway project within the Chatham Park zoning district
of Pittsboro, NC. The project is using a combination of innovative green street designs and
conventional stormwater management techniques to provide water quality and quality controls.
This memo summarizes the design features and compliance with the Chatham Park Master
Plan.
Stormwater Management and Green Streets
The roadway corridor is located north of the 15 -501 & US -64 bypass interchange, east of Suttles
Road. The roadway sits on a ridgeline running from north to south. The majority of the roadway
drains to the north into an unnamed tributary of the Haw River. A small portion of the roadway
drains to the south to an existing drainage system built as part of previous roadway
improvements.
The southern portion of the roadway profile contains flatter slopes, and green street
technologies have been used in this area. In the northern portion of the road, roadway slopes
approach 10 %, making green streets unfeasible, and the drainage system empties into a
proposed bioretention cell on the east side of the roadway.
The green street design utilizes 8' wide by 34' long tree wells. The tree wells are landscaped
areas located between the roadway curb and the sidewalk. The planting surface is depressed
below the roadway elevation, allowing roadway and sidewalk runoff to flow into the
landscaped area. The planting mix is an engineered soil designed to quickly infiltrate runoff
into the media layer. The system is drained via perforated pipes under the planting media. A
small cleanout/riser is also included handle larger storms. The tree well is surrounded by
concrete curbs on all sides. The systems are designed to continuously control and treat runoff
from storm intensities of 1 " /hr or smaller. The total volume treated for storms less of than 1 " /hr
intensities exceeds 1" depth design storm treatment volume.
A portion of the road drains to a bioretention cell designed in accordance with current
standards outlined in the BMP manual.
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] I www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite lol I Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7nii Alhvrt Pirk Rnari Siiita f; I f;raanchnrn Nf »i,no I tPl• Q�F hnc znno I fax- oio i.F7 rnnR

The total drainage area flowing north to the unnamed tributary of the Haw River is 1.45 acres
Q 55% impervious. The tree wells at the low point of the road accept runoff from 0.41 acres
(0.21 impervious acres) with the remaining roadway draining directly to the bioretention cell or
additional tree wells at station 20 +00.
The Hospice site area is included in a report submitted by Kimley -Horn Associates.
_Diffuse Flow
Because all runoff from the project has been treated by devices capable of removing 30% of the
total nitrogen load, no further measures are needed to meet diffuse flow requirements prior to
discharging the runoff through the stream buffer.
t
115 MacKenan Drive Cary, North Carolina 27511 tel.[phone] fax:[phone] www.withersravene1.com

BACKGROUND INFORMATION
Chatham Park Collector Road W &R Project 02120469
Prelim 5tormwater Management Report February 2015

SCALE 1 6000
D 1000
FEET
Approximate Project
Location Shown in Rad
079 1666666°
W
Z
z —tee
r ,-
•
�.
,.
M
M
0
J . A
i
M
r�
10 rr 1r 0 f
r
c -
c air ,—��
-
-�•_1,
/ !
�
0o High
School.Road
�
�i/'•►
�
� �
_�� rt
..rte . +
f)
JrI
f
�O
1i
2
'A
r r' f ,
L -
f' r
-✓
Z
o
a
o
°
-
°
o
°
-
g
t a
C%S. •
Ile
,•
r
t
.�Y ays t
r
079 166
'Co 2008
To 2006 2014 T T `
666' W
SCALE 1 6000
D 1000
FEET
Approximate Project
Location Shown in Rad

35^ 45 20" N
35° 45' T' N
3 Hydrologic Soil Group — Chatham County, North Carolina
(Chatham Park Collector Road)
665870 665920 665970 666020 666070
3
iN
Map Scale: 1:2,010 X panted on A portrait (8. S" x 111116-t
-Mc4as
N 0 25 50 100 150
fied
0 so 100 200 300
Map pm)edm: Web Mwtator Correa mordinaWs: WGS84 Edge firs: UTM Zane 17N WG584
uSDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
35° 49 20'N
R
R
R
35° 4s r N
666110 6661/U
i
M
A
12/31/2014
Page 1 of 4

Hydrologic Soil Group — Chatham County, North Carolina
Hydrologic Soil Group
Chatham Park Collector Road
GaC Georgeville sill loam, 6 to B
10 percent slopes
GeB2 Georgeville silty day B
loam, 2 to 6 percent
slopes, moderately
eroded
GkD Georgeville -Badin B
complex, 10 to 15
percent slopes
Totals for Area of Interest
C.6
2.7
2.7
7.8
10.3%
35.2%
35.1%
100.0%
Natural Resources Web Soil Survey 12/31/2014
Conservation Service National Cooperative Soil Survey Page 3 of 4

\
{
\
{
k
CL
3
,as 16 a
k
_ a_ _
«.Sll4a
�
h
§/
�
ID�
�ƒ
(k
0
& !
�
® �
)
\
�
@
�
!
&
$
\
@
2
� 2
)�
§
$
�
¥
�
t
§
$
s
$
§§
¢
z
z2
¢
e_ «_ m_ «_ _ _« W_ _ff
..9G,6 A
( �

I
Depth to Water Table -- Chatham County, No th Carolina
IMAP LEGEND
Area of Interest (A01)
Area of Interest (A01)
Soils
Soil Rating Polygons
0 -25
25 -50
50 -100
Q
100 - 150
150-200
> 200
Not rated or not available
Soil Rating Lines
.-✓
0-25
w
25 -50
•
50 -100
�.
100 -150
.v
150-200
r�I
> 200
r r
Not rated or not available
Soil Rating Points
0 -25
25 -50
0
50-100
100 - 150
150-200
-200
Natural Resources
Conservation Service
0 Not rated or not available
Water Features
Streams and Canals
Transportation
r� r Rails
-•.,o Interstate H ghways
US Routes
Major Road
Local Road!:
Background
. Aeral Photrgraphy
Web Soil Survey
Nat onal Cooperative Soil Survey
MAP INFORMATION
The soil surveys +hat comprise your AOI were mapped at 1.24,000
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: htip : / /websoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projector, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal -area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Soil Survey Area Chatham County, North Carolina
Survey Area Data. Version 17, Sep 9, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Feb 11, 2011--Apr2,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
212412015
Page 2 of 3

Depth to Water Table -- Chatham County, North Carolina
Depth to Water Table
Description
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the water
table at selected sites and on evidence of a saturated zone, namely grayish colors
(redoximorphic features) in the soil. A saturated zone that lasts for less than a month
is not considered a water table.
This attribute is actually recorded as three separate values in the database. A low
value and a high value indicate the range of this attribute for the soil component. A
"representative" value indicates the expected value of this attribute for the
component. For this soil property, only the representative value is used.
Rating Options
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff: None Specked
Tie -break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month: January
Ending Month: December
USDA Natural Resources Web Soil Survey 2/24/2015
�, Conservation Service National Cooperative Sqil Survey Page 3 of 3
Qepth to
Water Table— Summary by Map Unit— Chatham County, North Carolina (NC037)
Map.unk
symbol ^ (
Map ur+lt name
Rating (ca`ntlmete►s)
Acres In AOI
percent of A6 r
ChA
Chewacla and 38
3.9
35.9%
Wehadkee soils, 0 to 2
percent slopes,
frequently flooded
GaC
Georgeville silt loam, 8 to >200
4.8
42.3%
10 percent slopes
GkD
Georgeville -Badin >200
2:3
20.8%
complex, 10 to 15
percent slopes
GkE
Georgaville -Badin >200
0.1
1.0%
complex, 15 to 30
percent slopes
Totals for Area of Interest
10.9
100.0%
Description
"Water table" refers to a saturated zone in the soil. It occurs during specified
months. Estimates of the upper limit are based mainly on observations of the water
table at selected sites and on evidence of a saturated zone, namely grayish colors
(redoximorphic features) in the soil. A saturated zone that lasts for less than a month
is not considered a water table.
This attribute is actually recorded as three separate values in the database. A low
value and a high value indicate the range of this attribute for the soil component. A
"representative" value indicates the expected value of this attribute for the
component. For this soil property, only the representative value is used.
Rating Options
Units of Measure: centimeters
Aggregation Method: Dominant Component
Component Percent Cutoff: None Specked
Tie -break Rule: Lower
Interpret Nulls as Zero: No
Beginning Month: January
Ending Month: December
USDA Natural Resources Web Soil Survey 2/24/2015
�, Conservation Service National Cooperative Sqil Survey Page 3 of 3

Water Features--Continued
Water I Pond
big Flooding
Map symbol
and soil name
1HYdro--1
Ilogic
group
surface
I runoff
I Month
I Upper I Lower Isurfacel Duration
it limit I water I
I. -- - -1 depth-.I
lFrequency
I
I Duration
I
I Frequency
I
Ft
Ft
Ft
GaB:
11
Georgeville ---------------
LOW
Tan-Dec
None
None
GaC:
Georgeville ----------------
Medium
IJan -Dec
None
I
I None
GbB, GbC:
Georgaville ---------------
B
l Medium
(January
None
None
(FebrFebruary
uary
None
None
None
None
None
None
Imay
7
None
None
IJune
None
None
IJuly
None
None
(August
None
None
September
I'October
No
N
o..
N.n: 1
None
(November
1.
1
None
,
None
�i)ecember
'I
None
None
GeB2:
Georgevills, moderately
Bj
I LOW
Jan-Dec
None
None
GaC2:
Georgeville, moderately
eroded-
13,
I Medium
lian-Dec
None
None
GhH2, GhC2:
ge-ville, moderately
G:1r1rded
................
B I
Medium
1 1
!
lian-Dec
- --
IV
- =-
r =__
-__ (
None
None
GkD-
E
George-ville ---------------
B I
medium
(,
I
i`
(
I
IJan-Dec
None
IV
None
B
medium
.,)Jan
-Dec
None
I'
None
0
=r
W
3
0
Z
O

Water Featurea-Continued
Map symbol jHydro-
Surface
1!
Month
I Water
table
I.
,PcndajW
Flooding
1., Upper-
Lower-
1-:-Sur-f-ace,
Durat3.on ']
Frequency
I Duration
1, Frequency
and soil name 1:10gic
runoff
11
1 limit
I limit
Ii water
I
I'
$eyih
111111]
Ft
Ft
Ft
CcB:
Carbonton ------------
C
very high
I 11NOV-May
:11.0-
2.0,11.5-
3.51,.
None
L
A:'Ju­-()ct
1 .1
1"
None
Non
Brickhaven ----------------
C
Low
1)
F
:I'Nov-Apr
1,1.5-3.0
2.5-4.01.
None
None
I
I
May-Oct
None
None
Ccc:
:
Carbonton -----------------
I C
I very high
1,!.
1 'ji4ov-May
�11.0
-2.01
1.5- 3.5i1(,
.5-3.5;11
7:!�
None
None
j'Jun-Oct
I*.
None
None
Brickhaven ----------------
I C
I Medium
I.,
A
INov-May
Il.5-3.0
2.5-4.01,
1 7­ '1
None 'I
None
jJun-Oct 'I'
-- -I .
11.
I - ]
None
None
CcD:
T
Carbonton -----------------
C
I very high
INcv-May
1. 0 -2.0
1. 5 - 3. 51'
None
None
Jun-Oct
None
None
Brickhaven ----------------
C
I Medium
I 'INov-Apr
,11.1.5
- 3.012.5
-4 DI
1, Noae
I
114ay-Oct
_ --
None
None
CeB-
Cecil ---------------------
B
I Low 'A
I' 'Pan-Dec
�'I:
None
­Z
1 None
cec, Cen'.
I
Cecil ---------------------
B
Medium
,IJan-Dec
J�
None
None
ChA:
Chewacla ------------------
C
1 Very high
-IDec-Mar
10:5
-2,.01
>6-0
I
None
Brief
Frequent
April .11.0-2:7
6.0
None
1 Brief
I Frequent
I
I
Imay 11.5-4.
-.0
>6.0
None
Brief
I, Frequent
'I
June 14.0-5-.0
>610
None
1 Brief
Frequent
October
None
=;_
November 11
A - 2"
>15.0
None
1 Brief I
Frequent
0
zr
SD
3
0
0
C
Z;
R
=r
0
SD
O

35° 49 20' N
35° 45 13' N
Saturated Hydraulic Conductivity (Ksaty- Chatham County, North Carolina 3
� k
665790 665820 665650 665880 669910 669940 665970
3
mKVSmle:1:1,580Irp**edonA kv (11 ^x851S>eeL
Mew
N 0 20 40 80 120
A0 50 100 200
di
Map Wojam: Web P7amh7r Cam WGS54 Edge tics: UTM Zom 17N WG584
uSDe Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
3S 4S 2W
O
35° 451r N
666000 666030 666060 666070 6661M
3
to
2/24/2015
Page 1 of 4

Saturated Hydraulic Conductivity (Ksat)— Chatham County, North Carolina
MAP LEGEND MAP INFORMATION
Area c f Interest (A01)
The soil surveys that comprise your AOI were mapped at 1:24,000.
Area of Interest (AOI)
Warning: Soil Map may not be valid at this scale.
Solls
Soil Rating Polygons
Enlargement of maps beyond the scale of mapping can cause
�A = 9.0000
misunderstanding of the detail of mapping and accuracy of soil line I
placement. The maps do not show the small areas of contrasting
_] Not rated or not available
soils that could have been shown at a more detailed scale.
Soil Rating Lines
Please rely on the bar scale on each map sheet for map
rr = 9.0000
measurements.
+ r Not rateo or not available
Source of Map: Natural Resources Conservation Service
Soil Rating Points
Web Soil Survey URL: http : / /websoilsurvey.nres.usda.gov
11 -9.()000
Coordinate System: Web Mercator (EPSG:3857)
13 Not ratec or not available
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
Water Features
distance and area. A projection that preserves area, such as the
Streams and Canals
Albers equal -area conic projection, should be used if more accurate
calculations of distance or area are required.
Transportation
Rails
This product is generated from the USDA -NRCS certified data as of
the version date(s) listed below.
Interstate Highways
Soil Survey Area: Chatham County, North Carolina
US Routes
Survey Area Data: Version 17, Sep 9, 2014
Major Roads
Soil map units are labeled (as space allows) for map scales 1:50,000
Local Roaas
or larger.
Background
Date(s) aerial images were photographed: Feb 11, 2011 —Apr 2,
. Aerial Photography
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a resuR, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 2/2412015
iillillill Conservation Service National Cooperative Soil Survey Page 2 of 4

Saturated Hydraulic Conductivity (Ksat}— Chatham County, North Carolina
Saturated Hydraulic Conductivity (Ksat)
Segiiraied Hydraulic Conductivtty (Ksat)— Summary by Map Unit -- Chatham County, North Carolina (NC037)
Map unit synttiol
Map unit name
Rating (micrometers
_A7 cres in AOI
Percent of AOI
'1
W second)
percent slopes,
ChA
Chewacla and 9.0000
3.9
35.9%
Wehadkee soils, 0 to 2
percent slopes,
frequently flooded
GaC
Georgeville silt loam, 6 to 9.0000
4.6
42.3%
10 percent slopes
GkD
Georgeville -Badin 9.0000
2.3
20.8%
complex, 10 to 15
percent slopes
GkE _
Georgeville -Badin 9.0000
0:1
1.0%
complex, 15 to 30
percent slopes
Totals for Area of Interest
10.9
100.0%
Description
Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a
saturated soil transmit water. The estimates are expressed in terms of micrometers
per second. They are based on soil characteristics observed in the field, particularly
structure, porosity, and texture. Saturated hydraulic conductivity is considered in
the design of soil drainage systems and septic tank absorption fields.
For each soil layer, this attribute is actually recorded as three separate values in
the database. A low value and a high value indicate the range of this attribute for
the soil component. A "representative" value indicates the expected value of this
attribute for the component. For this soil property, only the representative value is
used.
The numeric Ksat values have been grouped according to standard Ksat class
limits.
Rating Options
Units of Measure: micrometers per second
Aggregation Method: Dominant Component
Component Percent Cutoff: None Specified
Tie -break Rule: Fastest
Interpret Nulls as Zero: No
Layer Options (Horizon Aggregation Method): Depth Range (Weighted Average)
Top Depth: 2
usDA Natural Resources Web Soil Survey 2124/2015
Conservation Service National Cooperative Soil Survey Page 3 of 4

Saturated Hydraulic Conductivity (Ksat}— Chatham County, North Carolina
Bottom Depth: 6
Units of Measure: Centimeters
Natural Resources Web Soil Survey 2/24/2015
Conservation Service National Cooperative Soil Survey Page 4 of 4

BMP SIZING
CALCULATIONS
Chatham Park Collector Road W &R Project 02120469
Prelim Stormwater Management Report February 2015

Project Name: Chatham Park Collector Road
City /State: Pittsboro, NC
BIORETENTION 1
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Impervious
%( Q?6Ul4 4
1 100
0.60
Open Space
0.44 11
0
0_.00-
Totalsi`?01;
l
0.60
"Note: Note: Area draining to tree wells at 20 +00 not included in water
quality sizing, but is included in routing. Total drainage area — 1.45
ac with 0.80 acres impervious area.
Total % Impervious Surface Area = - 57.7
Project #: 2120469
Date: 31- Dec -14
1- Inch - Runoff Volume Calculation.
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv = 0.05 + 0.009(1) where, Rv = Runoff coefficient, inJin.
= Percent impervious
Rv = 0.57 in. /in.
Total runoff volume from 1 -inch precipitation:
Runoff volume, S ,= (Design rainfall) (Rv) (Drainage Area)
S =, acre -ft
2149 cu. ft.
Recommended Bottom SA = 2149 sq. ft.
Planting Surface Provided= 2301 sq. ft.
Elevation= 426.75 ft.
WQ Elevation =
427.75 ft.
WQ Volume Provided =
0.05 ac -ft
WQ Volume Provided =
2178 cu. Ft.
WQ Volume Required =
2149 cu. Ft.
OK

Project Name: Chatham Park Collector Road
City/State: Pittsboro, NC
STORMWATER,BMP 1 - Bioretentlon Cell
BIORETENTION UNDERDRAIN SIZING
From BMP Manual Chapter 5.7
D = diameter of underdrain
Q = underdrain design flow (= 1 Ox filter media flowrate)
n = roughness factor
S = slope of underdrains
D 16
Bioretentlon Surface Area = 2301 sf
Media Infiltration Rate =1" °,din /hr
Media Flow Rate = ' 0.053 cfs
Q (10X media flowrate) = 0.53 cfs
n
S ° Err,", 006? ,, ftlR
D (recommended) = 6.29 In
If D Is less -than: i
# 4r Pipes
ifDIls'less than:
# 6" Pi es
_ 5.13
2
-7.84- -- r
'IL
— 2 - -
5.95 1
3
9.11 1'
3
6.66_
4 _ _
-1013
'5
7.75-
6
BIORETENTION DRAWDOWN CALCULATIONS
Media Flow Rate = 0.053
cfs "limiting factor
Media Infiltration Rate = 1
in /hr
Volume of Water Drained in 12 hours:
2301 d
Volume of Water Drained in 48 hours:
9204 d
Bioretention Surface Area = 2301
sf
Max ponding Depth = = ;vrk:, =;
in
Volume above soil = 2178
cf
Volume of Water Drained in 12 hours > Volume stored above soil,
therefore water will drain into soil within 12 hours
Bioretentlon Surface Area = 2301 sf
Max ponding Depth = 12 -in
Volume above soil = 2178 cf
Depth of Soil , $��sC) in
Void Ratio 1 a. %KV i
Volume of Water in Soil = 1840.8 cf
Total Volume to be drained = 4018.8 cf
Volume of Water Drained in 48 hours: 9204 cf
Pro ec : 2120469
Date:,; 31- Dec -14
(volume above soil + volume in soil)
Volume of Water Drained in 48 hours > Total Volume, therefore water will drain +24"
into soil within 48 hours

Project, Chatham Park Collector - 20+00
Project #:
W &R Project #: 2120469.00
BMP Location /Name: 20 +00 (One Side)
Date: Dec. 31, 2014
Designed By: — HCF
BMP - HIGH FLOW MEDIA_ CALCULATIONS
Storm Frequency: = 2 years Duration per Time Step 012 min';
Storm Duration: i` 60 min ' I Rainfall Intensity "1072 Ili /h`r'
Drainage Area 9000 sf
% Impervious _ W%
Impervious Area i 4500 sf iI
BMP Storage Area 263 sf First Flush -1" Passed
Surface Storage Depth .0 1.25 ft,
Surface Storage Volume R 66 H Total Rainfall Treated 1.72
%of Total Storm Volume
Media Area 263.0 sf
Infiltration Rate 11—W:00 in%hr'
KI
System sized to-control and treat roadway runoff during a t "ihr event

Project: Chatham Park Collector - 20+00
Project #:
W&R Project #: 2120469.00 —=
BMP Location/Name: 20+00 (One Side)
Date, Dec. 31, 2014
Designed By. ` HCF
II BMP - HIGH FLOW MEDIA CALCULATIONS
Storm Frequency: 1- -2— Y6aij Duration per Time Step min
Storm Duration: --30 -min Rainfall Intensity
Drainage Area f.- -- r.9000 sf-
%Impervious •3D%
Impervious Area J4500 sf
BMP Storage Area 263 sf First Flush . V.
Surface Storage Depth 025 if
Surface Storage Volume I Total Rainfall Treated 1.192" 1
% of Total Storm volume -87% —It
Media Area if
Infiltration Rate
I—.. - - - - — -- - -- - -
System -sized - ntrol, airi0reat roadway, runoff -,during. a -111hr*event
,-Ystem sized to

B I O RETENTI O N
SUPPLEMENT FORM
Chatham Park Collector Road W &R Project 02120469
Prelim Stormwater Management Report February 2015

Permit Number.
Ito be orovided by DWQ)
�OF -10 ALeo
0.
Ana y
NCDENR�
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
t...
I PJR JECT�INF5,ORfVI�l1TI0NF'
Project name Chatham Park - Collector Road
Contact name Hunter Freeman
Phone number '919469 -3340
Date
Drainage area number
II( DESIGN INQCi.B ATION?
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
-43-;5021e
.26;136.•02.
60.1% %
1.0 inch
Is pre/post control of the 1 -yr, 24 -hr peak flow required? Y _ (Y or N)
1 -yr, 24-hr runoff depth - 31 in
1 -yr, 24 -hr intensity °0:125 irtlhr
Pre-development 1 -yr, 24 -hr peak flow 1.050, f1e /sec.
Post - development 1 -yr, 24 -hr peak flow 11000;(13 /sec
Pre /Post 1 -yr, 24-hr peak control -0.050 ft3 /sec
Storage Volume: Non-SA Waters
Minimum volume required
;2;149:0 ft3
OK
Volume provided
_ . `2;179:0:ft3
OK
Storage Volume: SA Waters
36 hr
1.5' runoff volume
_ _ to
Pre - development 1 -yr, 24 -hr runoff
-,1.20 in/hr
OK
Post development 1-yr, 24 -hr runoff
Minimum volume required
0 ft3
OK
Volume provided
ff3
Cell Dimensions
88%,
OK
Ponding depth of water
12 Inches
OK
Ponding depth gf water
1.00 it
Surface area of the top of the bioretention cell
1000:04
OK
Length:
80 ft
OK
Width:
_ 735',ft
OK
-or- Radius
ft
Media and Soils Summary
Drawdown time, ponded volume
12 hr
OK
Drawdown time, to 24 inches below surface
'24�-hr
OK
Drawdown time, total:
36 hr
In -situ soil:
Soil permeability
-,1.20 in/hr
OK
Planting media soil:
Soil permeability
1.00,in/hr
OK
Soil composition
% Sand (by volume)
88%,
OK
% Fines (by volume)
8 %}•
OK
'-' 028%2
Form SW401- Bioreten0on -Rev.8
June 25, 2010 Parts I and II. Design Summary, Page 1 of 4

Y„
% Organic (by volume)
Phosphorus Index (P- Index) of media
Form SW401- Bloretention -Rev.8
June 25, 2010
4% OK
Tolal: 100%
10 (unitless) OK
Permit Number:
(to be provided by DWQ)
Parts I and II. Design Summary, Page 2 of 4

Basin Elevations
' Temporary pool elevation
427.60 fmsl
Type of bioretention cell (answer "Y" to only one of the two following
questions):
Is this a grassed cell? __
__N
.,(Y ,(Y or N)
Is this a cell with trees/shrubs?
Y
-. _ — _ (Y or N)
Planting elevation (top of the mulch or grass sod layer)
426.6 fmsi
Depth of mulch
2 inches
Bottom of the planting media soil
423.42_ imsl
Planting media depth
_
3.18_it
Depth of washed sand below planting media soil
_
0.33,ff
Are underdrains being installed?
Y
(Y or N)
How many clean out pipes are being installed?
_ 4.
What factor of safety is used for sizing the underdrains? (See
10
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 it
the bottom of the cell to account for underdrains
Bottom of the cell required
422:09;tm §i
SHWT elevation
�_ 419;fmsl
Distance from bottom to SHWT
z
3.09 ft
Internal Water Storage Zone (IWS)
Does the design include IWS
Y
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of IWS and Surface
426.6 it
Planting Plan
Number of tree species
__
_ _ 1-
Number of shrub species
Number of herbaceous groundcover species
_ _ -
_ 0_
Additional Information
Does volume in excess of the design volume bypass the
Y
' (Y or N)
bloretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
through a vegetated filter?
What is the length of the vegetated filter?
50 ff
Does the design use a level spreader to evenly distribute flow?
N;
(Y or N)
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
. Y . - (Y or N)
Are the vegetated side slopes equal to or less than 3:1?
Y�
` l (Y or N)
Is the BMP located in a proposed drainage easement with access '
Y
(Y or N)
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
2 fl/sec
Is the area surrounding the cell likely to undergo development in the
N
(Y or N)
future?
Are the slopes draining to the bloretention cell greater than 20 %?
N
(Y or N)
Is the drainage area permanently stabilized?
Y
(Y or N)
Pretreatment Used
(Indicate Type Used with an 7' in the shaded cell)
Gravel and grass
(81inches gravel followed by 3 -5 It of grass)
Grassed swale
Forebay
:x
Other
Form SW401- Bioretention -Rev.8
June 25, 2010
Permil'Number-
(to be provided by DWQ)
OK media depth
OK
OK
M
M
OK
OK
OK
Show how flow is evenly distributed.
OK
OK
OK
OK
Insufficient inlet velocity unless energy dissipating devices are being
used.
OK
OK
OK
OK
Parts I and II. Design Summary, Page 3 of 4

Permit No,
(to be assigned by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page! Plan,
Sh t'No.
J'
.4'
.li
1 0
Plans (1" - 50' or larger) of the entire site showing.
Design at ultimate build -out,
Off -site drainage (it applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
- Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Deslgn at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Indicate the P -Index between 10 and 30
3. Section view of the bioretentlon cell (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers [ground level and slope, pre- treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure)
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include: , 6D -Sa� n'�
-Soil permeability, NDtJO `�{ili
Soil composition (% sand, % tines, % organic), and Q►t
P- index.
5. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations (including underdrain calculations, if applicable).
8. A copy of the signed and notarized inspection and maintenance (AM) agreement.
9. A copy of the deed restriction.
l�',%"'qt* t- ,a �I ,
Form SW401- Bloretention -Rev.7 Part III, Page 4 of 4

TYPICAL TREE WELL
SUPPLEMENT FORM
Chatham Park Collector Road W &R Project 02120469
Prelim Stormwater Management Report February 2015

Permit Number:
fto be provided by D WO)
�pf W ATE9
F ^
wr�
WDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1N) must be printed, filled out and submitted along with all of the required information.
n . .�.. - a"'p48 P '�° 4' .oYy;e, ,;� .? !
1_ PROJECT INFORMATION :p° ��": ° . a' ._ °° .< ° of:- _ t� ,
Project name ' Chatham Park - Collector Road °
Contact name taunter Freeman
Phone number 919A69 -3340
Date February 24, 2015
Drainage area number 2 (typical tree well)
Site Characteristics
Drainage area 91000,,ft2
Impervious area 4,500
Percent Impervious 50.0% % �j
Design rainfall depth 10, inch f 1
Peak Flow Calculations
Is pre /post control of the 1 -yr, 24 -hr peak flow required? N (Y or N)
1 -yr, 24 -hr runoff depth in
1 -yr, 24 -hr intensity in /hr
Pre - development 1 -yr, 24 -hr peak flow ft3lsec
Post - development 1 -yr, 24 -hr peak flow ft3lsec
Pre /Post 1 -yr, 24 -hr peak control ft'/sec
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre- development 1 -yr, 24 -hr runoff
Post - development 1 -yr, 24 -hr runoff
Minimum volume required
Volume provided
Cell Dimensions
Ponding depth of water
Ponding depth of water
Surface area of the top of the bioretention cell
Length:
Width:
-or- Radius
Media and Soils Summary
Drawdown time, ponded volume
Drawdown time, to 24 inches below surface
Drawdown time, total:
In -situ soil.
Soil permeability
Planting media soil:
Soil permeability
Soil composition
% Sand (by volume)
% Fines (by volume)
% Organic.(by volume)
Phosphorus Index (P- Index) of media
Form SW401- Bioretention -Rev.8
June 25, 2010
SQL
4,500 0 ft'
7,384.5 ft'
OK
A
ft 3
ft3
0 fl,
ft3
3 inches
Insufficient ponding depth
0 25 ft
0 ODA
2630 ft2
Insufficient surface area.
34 ft
OK
8,ft
Insufficient length — D14:1— E+� i3� 1�i✓>> i�,ti1
n
1 hr
OK
1 hr
OK
2 hr
120 in /hr
OK
infiltration
4000 in /hr
Insufficient media rate.
83%
Sand should be - 85-88%
2% Fines should be -8 -12%
15% Organic should be -3 -5%
Total: 100%
10 (unitless) OK
Parts I and II, Design Summary, Page 1 of 2

Permit Number:
(to be provided by DWQ)
Basin Elevations
Temporary pool elevation
430.00 fmsl
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
N (Y or N)
Is this a cell with trees/shrubs?
Y (Y or N) OK media depth
Planting elevation (top of the mulch or grass sod layer)
429.67 fmsl
Depth of mulch
2 inches OK
Bottom of the planting media soil
426 fmsl
Planting media depth
3:67 ft
Depth of washed sand below planting media soil
0 ft
Are underdrains being installed?
Y
(Y or N)
How many clean out pipes are being installed?
1
OK
What factor of safety is used for sizing the underdrains? (See
10
OK
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
1 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
425 fmsl
SHWT elevation
423 fmsl
Distance from bottom to SHWT
2 ft
OK
Internal Water Storage Zone (IWS)
Does the design include IWS
N
(Y or N)
Elevation of the top of the upturned elbow
fmsl
Separation of IWS and Surface
429.67 ft
Planting Plan
Number of tree species
Number of shrub species
3
Number of herbaceous groundoover species
0
OK
Additional Information
Does volume in excess of the design volume bypass the
Y
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
OK
through a vegetated filter?
What is the length of the vegetated filter?
50 it
Does the design use a level spreader to evenly distribute flow?
N
(Y or N)
Show how flow is evenly distributed.
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a proposed drainage easement with access
Y
(Y or N)
OK
to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
2 ft/sec
Insufficient inlet velocity unless energy dissipating devices are
being used. �yLZ-44 � t�D
Is the area surrounding the cell likely to undergo development in
N
(Y or N)
OK
the future?
Are the slopes draining to the bioretention cell greater than 20 %?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
X
(Sinches gravel followed by 3 -5 ft of grass)
Grassed swale
OK
Forebay
Other
Form SW401- Bioretention -Rev.8
June 25, 2010 Parts I and II, Design Summary, Page 2 of 2

Permfl No:
(to be assigned by DWQ)
- ,'�"'` r_is;• e� `-"�`-;d:�fiwt,..�;'P"- _'•'•e', a... e,aa,= ,..s•:?vcs- -'P= zb'- u;-gni ,,:_ -.a-F -:ra
111:;;RE100 IR9Ot.� 5(8!0HECKLIST.�_ . d�-`•; �.�: ,�- ; 8 -� ..�'�Tt�M R` „r M. "��.. -. - �• . � �,�9w -.�- M��
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package
will result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided
to indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
E72n M_
FAIM
Paget Plan
Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
tN� Design at ultimate build -out,
iAb ) Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
--) Boundaries of drainage easement.
1�(4D'lD
LO
Form SW401- Bioretention -Rev,7
2. Plan details (1" = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Indicate the P -Index between 10 and 30
3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers (ground level and slope, pre- treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include-
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P- Index.
5. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertilizer and watering requirements to establish vegetation.
6. A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations (including underdrain calculations, if applicable).
8 A copy of the signed and notarized inspection and maintenance (AM) agreement
9. A copy of the deed restriction.
Part III, Page 1 of 1

z
0
O� °
O
=E � �1 d °N �Ng
-ffi
H .4�
I
E ' er O 3 ° Fdi I , - , K
$ 3
m O O Z O, 1 IV If A
g�
ZS o C 1 3 � 1
Li
ear, b ice€ 7�¢' 19 z
111- a Ju 8"
0 All
` s �; d G oo ' z•� ;? 5 S, T = ;;`� �•• N
co
-a 8.2 6 �W
c 5tymN
z'6 o'� o S.'
o SS �`
ca CO
Z Q z
LU
W
Z
5m
0
o Q o, o
� m Old
0
W Q Oo j
V CO z w W 4
N
LLD a Z 0.
z`� W
U. Q � �..
z QF
O O of� >
4 d df'O H :i
O OO U i
J oC o
o wm V1
W
Z o
UO Q _ j
Q fA
C m 6 w W-
c� uw U Q w N a
LU w W W
O O
cr
O < O O ad ITH• St OPd S31ans 3
IOS=S!
L V�
0
m
LU
O
mr
U o- o
cN
O E
0
EL I °
AM
Uj-
Z 1 1j�1 0
ZXC4
w t= 1 i i I I I I I I .I . >° Y z�;
01 Q:...o
J 'w
� �.� I i I I I I I :• � aU �
i i• i( I t l� d'i � I �- �
t<,
W ,-
W -
0

• � � j 111 a
lit X.
11";j I' Oil!
11,11M RNs- 2n, kh
- N .f • .S d n o o - - - - j d
• 1.111••• t `•• t!� '.T .� i • .::••}
II 'r r•�.7.
i
l }
II _1199
C
cat
ac
.a,
LL
\. L
ME
1- r
Y
a:sse s a nr�na
'6666 6
raaem a a- a
RoansR a.ans S k F�a:
as •;saoa 8 ° s
vase° o � ";-aaage ti'e
a8ota a a
g _
..��:
Rim AR
a
O: o
� O
W.
Z..,
s W,.v.
�F
i =
J
o_
W "
m,¢
i £
3Y
11i
I �IJIllII
ILII'_
Ali
I
I
I_I�
1
1111
ICI
�:''I
Iq
it
gr
99
l_�,ICIIII
��
�IL��LII
�1_
I IT
v
'�II�IlI�P��II�
F
II
111
L
U
W
J
U_
0
� cC
W
z
g
m
o
O
W
J
g
LLJ
5
V
Z O
o.s
u uj
Z
Q W
00
U Q
U�
gg oo
Voc`�
�.J
Mo.
� V
� uj
Q W O
V
N to
a O _

- I
€ to b UVON 2JOID3110J
I a -
.
'
10•' u SID
10!• •: n0%
II 311S 371dSOH
V m'
ail
m ,I
I
I
I
I
I
�I
I
m
I�I
--
0
-
MAIN
F
os Mz
'o -
I
F�o
N
p
0 00=
0
-z<
Yo 3WF
1
I
I
1
F
F
04
I•
?�
: , m<
<
_ 4z3'"o'� W',o�0j0'zz
�1�r
z
Igu
,�
W
il]►/
H
S
F F
0�>
=
J
V
0 0 0
zi
Z
Qigr5 °Fo_�05
oz
_
fio�
<
Ja
on
Z
L
IIlIElII
�
0&
I
U
0
Z
�m
I_II- .�
�2
Z
O4O:OG
Z
< QQ
Z
F
N
�°
Z
y Nm
zo
�o
<
_
N
O
I
a
<
Z 0
z
I
J
J
II 311S 371dSOH
V m'
ail
m ,I
I
I
I
I
I
�I
I
m
I�I
--
II I nG
-
1
I
I
I
F
os Mz
'o -
I
F�o
N
p
0 00=
0
-z<
Yo 3WF
1
I
I
1
F
F
04
II 311S 371dSOH
V m'
ail
m ,I
I
I
I
I
I
�I
I
m3
W Oo
II I nG
-
1
I
I
I
F
os Mz
'o -
I
F�o
N
p
0 00=
0
-z<
Yo 3WF
1
I
I
1
F
F
04
1
?�
: , m<
<
_ 4z3'"o'� W',o�0j0'zz
1
z
Igu
,�
W
x °FN
H
S
F F
0�>
=
J
V
0 0 0
zi
Z
Qigr5 °Fo_�05
oz
_
fio�
<
Ja
on
Z
L
IIlIElII
�
0&
I
U
0
Z
�m
I_II- .�
�2
Z
O4O:OG
Z
< QQ
Z
F
N
�°
Z
y Nm
zo
�o
<
_
N
O
I
a
<
Z 0
z
I
J
J
o
$
O z
�
K
-
g
I
I I
I
O
/ A\
0��
s
u °
z Y
-
°
T o f 0 4 0 7
u
zap :
o�4 Y
33� gay ��F o=0 -
? <
rc �z� < 'Z< �
pp pZ <
0 �o i
zOlz d�`! myt� z2 �C
�4 is F m <
3� `� ���` Imo m mF
O ijii GO^F 'mi
ti> oc° 3d m�3z 3F
O ar ggmo> o°� `�
;°o < =„9 A z=°
Z-. 7 �s 20 -- W4 W >mW° o-
z ozi� Gm °z<003m �<zN�'"O
5 _�<;�oN �m -�z5�>
�z�����'mFgs;- mo
�
1
b 2 23
I
I
I
S
U
U
Z
z
Z
J
a
U
rZ
}
H
i
U
V)
U
Z
H
Z
J
CL
<
U
tl
}
g
I
V
1
00
°e offs <
o z Uqa o
ui .0 omwf� Goo °
0
k O
S
l!'1
Z�-
J
Z ` 3
z
U N
o=
~ W
N 6"
LL v
a z £
a uu
=z
o Wo
m3
W Oo
II I nG
-
1
I
I
I
F
os Mz
'o -
--
o
z 5
p
0 00=
0
-z<
Yo 3WF
1
I
I
1
F
F
04
1
b 2 23
I
I
I
S
U
U
Z
z
Z
J
a
U
rZ
}
H
i
U
V)
U
Z
H
Z
J
CL
<
U
tl
}
g
I
V
1
00
°e offs <
o z Uqa o
ui .0 omwf� Goo °
0
k O
S
l!'1
Z�-
J
Z ` 3
z
U N
o=
~ W
N 6"
LL v
a z £
a uu
=z
o Wo
0m
=g
0
W Oo
II I nG
-
z
,0 °
os Mz
'o -
--
o
z 5
p
0 00=
0
-z<
Yo 3WF
❑ ❑
S
I
04
II
50°
: , m<
<
_ 4z3'"o'� W',o�0j0'zz
u�
� za
,�
W
x °FN
H
S
F F
0�>
=
J
V
0 0 0
zi
w
Qigr5 °Fo_�05
oz
Gg
fio�
Cc
on
Z
L
IIlIElII
�
0&
III om
0
Z
�m
I_II- .�
�2
> F
O4O:OG
Z
< QQ
Z
m
N
�°
N
CL
y Nm
zo
�o
io<
_
N
O
sWe1m
<
Z 0
z
oz-.gym
O
°o`r
$
O z
00000000
0m
=g
0
W Oo
0
-
z
,0 °
os Mz
'o -
--
o
z 5
p
0 00=
0
o ❑
Z Z=
❑ ❑
S
I
04
J
50°
: , m<
<
F� 20 uz�
o Ho
00 yy_ <=
o
,�
W
II 0
u u
S
F F
0�>
=
J
V
0 0 0
Ili zi m�S
w
U U
0 0
II —II oo<
p
Cc
xm
g
L
IIlIElII
11 Fz
0&
III om
1� I
IS
�m
I_II- .�
z
z
J
z
zpo3
II�
d
- <
m
N
m m
Illill
�
Flo
_III —
III
w
<
Z W
io<
io<� 2
w <
o
i0
<
Z 0
z
oz-.gym
)
w
O z
J
W
0
z
J
CL
W
CL
�u
v
C
J
3ZS OS
W Oo
�0
8�U
z
z
i
--
o
z 5
p
0
o ❑
Z Z=
❑ ❑
S
❑ ❑
S
04
J
50°
: , m<
<
N 0
00 yy_ <=
o
,�
W
u u
u u
S
F F
0 0 0 0
V
0
V
0 0 0
V V
0 0
V V
0 0
U U
0 0
CL
Cc
o
g
L
IIlIElII
=,=1
=
0&
��<I
o i.
1� I
IS
m
U p
_~
z
g8� ggo
- <
m
m
m m
H"m6 J
0 <O 1
-00 p°r
'��
�2N
m
NLL
Wo 23
>Z�
X33
io<� 2
d33u'du3ud
<gj
mOrcEF '°�'
iu �_ mOm
m
oz-.gym
gm
moo
00000000
m u
1
=
w z
L
2
3
U 3
Z, O�aW
O
70
3
i
0
r
r
e
-
-
z
q,
v$
v E
<
o6
E°
y�y
3
O
E
E
N
wmaas
�8m
u'u'da
J�
Ox
V
d.-
a��
t:u
�d
a
uud
< >?
xux❑
-su
<ci
ddd-
n
n
m
W
Q
QW
m ❑
zm
r`-m xN
zN
��
O<
�i
aYW
0o
2g
Uc
i��
uu
�5
zu u'
10
m o
J
W
0
z
J
CL
W
CL
�u
v
C
J
0
z
G
3ZS OS
W Oo
�0
8�U
z
z
i
--
o
z 5
p
o-
Fr
rZOW
O=
04
J
50°
: , m<
<
N 0
00 yy_ <=
o
W
Q V)
III —I I F
zzl-
3 i
P:
CL
Cc
o
g
L
IIlIElII
=,=1
=
0&
��<I
o i.
1� I
IS
m
U p
_~
z
g8� ggo
- <
0
z
G
0
O
z
a
3ZS OS
W Oo
�0
8�U
Fzp=
z
i
--
am
o-
Fr
rZOW
W J
25 ee?
4N�F
50°
: , m<
<
°,S
00 yy_ <=
o
W
Q V)
III —I I F
zzl-
CL
III�O�_
o
11H
L
IIlIElII
=,=1
=
IR I I -1
=I
��<I
o i.
1� I
IS
z,<i
u
m5m z.- 4
—III =11
III 11=
0, - Z
Fx�
g8� ggo
--
r
°nom z
W
umz� 40�
H"m6 J
0 <O 1
-00 p°r
Z
�2N
m
NLL
Wo 23
>Z�
Z
io<� 2
�
<gj
mOrcEF '°�'
iu �_ mOm
m
oz-.gym
- OZ
Z'
u3
0
0
O
z
a
W Oo
O ce u
i
J
QOm
o l
Z u
O
U F
U _
Q W U
�z
W J
O
Q
W
Q V)
W
C.!
0
CL
00
L
a €
3 �
t g
0 0 �
viLWS 'u'I3MM - Ad S�['6C CmL 'K 4eNa�f '[no�Mi -Lro xrw -yy�d 3MSJMTNNVd Twivd� \3dgLMVi \WlWroS vb mwtw� - ume4- MMti \DOMI- Li \[i \y

5�
C
gig
e
� e
}
D
0
O
d
m
Ig
a�
�c
b
N
V
0
N
NO
N
O
3 sir
W •
yV p
Vx 8
w
m az"'o
J �o.
x
0
b �
m�
�a
a�
b
.hati?
•I•,
t•!►•
W'
SMa
b
QQQ
_i
Val
No
•'
Mlivel-
�c
b
N
V
0
N
NO
N
O
3 sir
W •
yV p
Vx 8
w
m az"'o
J �o.
x
0
b �
m�
�a
i
p '.� s� z
bit'
�•w +1
V
O
O
i
.hati?
t•!►•
W'
SMa
b
QQQ
_i
Val
No
•'
Mlivel-
' � T
Z
J J J
1
�
of
4y O
i��
ac saa
ale
?8c
g
'vZ
o
8
b
yg oS 6
O.
viai��z1'1
uj
i
i
p '.� s� z
bit'
�•w +1
V
O
O
I - J
1
1
1
1
1
J
J
Z
D
Z
y
Y
n
1
z ,t
z
W Z
O
3 `F'
r
0
�o�om
�-N h
yt
0Iz
It A R
i
.hati?
t•!►•
!m,
SMa
b
QQQ
_i
Val
No
•'
Mlivel-
' � T
Z
J J J
1
�
of
4y O
i��
ac saa
ale
?8c
g
'vZ
o
8
b
yg oS 6
O.
viai��z1'1
i
I - J
1
1
1
1
1
J
J
Z
D
Z
y
Y
n
1
z ,t
z
W Z
O
3 `F'
r
0
�o�om
�-N h
yt
0Iz
It A R
L
ohm
z
i
.hati?
b
QQQ
_i
Val
•'
' � T
Z
J J J
1
�
of
4y O
i��
ac saa
ale
?8c
g
'vZ
o
8
b
yg oS 6
O.
viai��z1'1
i
L
ohm
z
A
b
o, o
U
lo-
a S
z
N
J
z N
i
.hati?
b
QQQ
_i
Val
A
b
o, o
U
lo-
a S
z
N
J
z N
�/i■
0
l
J
Z Ni
•
O,
W
>>
N 9
p� r�
W
ra
J
Q/ N
ac
W =�
=m§
3�
0
Z
W
W
cc
O
cc
co
W
Q
cc
O
z -0:aS1
��yyO'V
Z ��Z
Q NJ
J m
W Q
V N
LL-
U-
0.<
0
ap
LLJ
L L
Y J
a. o
a'�
_Ln
V.a �
N
0,
2�
O
114 r
RV
ink, 8pg�b
.hati?
Val
•'
J J J
J b
�
of
4y O
i��
ac saa
ale
?8c
g
'vZ
o
$�•
b
yg oS 6
O.
viai��z1'1
�/i■
0
l
J
Z Ni
•
O,
W
>>
N 9
p� r�
W
ra
J
Q/ N
ac
W =�
=m§
3�
0
Z
W
W
cc
O
cc
co
W
Q
cc
O
z -0:aS1
��yyO'V
Z ��Z
Q NJ
J m
W Q
V N
LL-
U-
0.<
0
ap
LLJ
L L
Y J
a. o
a'�
_Ln
V.a �
N
0,
2�
O

F,
I
oil not
ot
fill ti �:iy T,• Q�$
vt
— ta
g §1 11
Hit Ill
bf,
N
u
4• 4 : *
9
17
I
If
U
1-1
01.
TI
YJ
I
Ln
N
Pima
r���
I C)
m
CD-
r=
-ad z 0
o 5 H D
8
III
in
W
Z
W,
>
t7i
0
-.j
—a
LLJ
LLJ
LU
oc
LU.
O;
z
0
o=
0
U Z z
LL)
z
W
m
Co C-6
Lu <
Lj
LL-
LL <
0 a -1
u :1
< ce 0 u
EEj
LLJ
OC
0
CL u
< t=
Ln
<
'T 0
U
o
20