20001530 Ver 1_COMPLETE FILE_20000128

Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 203
Flow Element Rectangular Cho
Method Manning'& Formi
Solve For Channel Depth
Input Data
Manning* Coefic 0.050
Slope 080000 WR
Bottom Width 25.00 ft
Discharge 10.32 cfs
Results
Depth 0.16 ft
Flow Area 4.1 ft2
Wetted Perimq 25.33 ft
Top Width 25.00 ft
Critical Depth 0.17 ft
Critical Slope 0.088430 ftM
Velocity 2.50 ft(b
Velocity Head 0.10 it
Specific Enerc 0.26 1t
Froude Numb, 1.09
Flow Type 3upercritical

LEVEL SPEADER DESIGN CALCULATION
Design Parameters
" Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
Maximum allowable downstream velocity, Va= 2.5 fps
• Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q= /y• 2j2 cfs
Final Design
Length = -9? feet
Flow Depth = 0, 1(0 -feet
Avg. Gradient = 0105 ft./ft.
Flow = Z cfs
Velocity = So fps
0. S G
.S: 7l0
Project Engineer: Wkhere & Revenel
IA ..%coI1ectorsvevislon\Ieveisproad.im2 withers & Ravenel FlowMaster 0.0 ]614b]
04/25101 11:04:22 AM 0 Haseted Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Cornerstone Park
Worksheet for Rectangular Channel
Project Desoription
Worksheet At FES 301
Flow Element Rectangular Cho
Method Manning's Formi
Solve For Channel Depth
Input Data
Mannings CoefBc 0.050
Slope 1300W ft&
Bottom Width 30.00 It
Discharge 7.37 cfs

Results
Depth 0.10 ft
Flow Area 3.1 ft=
Wetted Perimi 30.21 ft
Top Width 30.00 ft
Critical Depth 0.12 ft
Critical Slope 0.073990 Nit
Velocity 2.36 ft/s
Velocity Head 0.09 ft
Specific Energy 0.19 It
roude Numb 1.29
15w Type 3upercritiicai
LEVEL SPEADER DESIGN CALCULATION

Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient 0• ao
1= Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q = ? 3 '? cfs
Final Design
Length= ? '40 feet
Flow Depth = D. feet
Avg. Gradient = ft./ft. 40,13 Flow = 7 3 cfs
velocity = fps
Project Engineer: VVIthers & Revenel
I:\..loollectom\revisionMovelspread.fm2 withers & Revene! FlovJMaster v6.0 [614b)
04/25/01 11:09:40 AM 0 Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 205
Flow Element Rectangular Chg
Method Manning's Fort,
Solve For Channel Depth

Input Data
Mannings Coetfic 0.050
Slopre- 125000 fUlt
Bottom Width 60.00 ft
Discharge 16.89 cfs
Results
Depth 0.11 It
Flow Area 6.8 ft=
Wetted Perlmt 60.23 It
Top Width 60.00 ft
Critical Depth 0.14 ft
Critical Slope 0.071432 ft/R
velocity 2.47 ft/s
Velocity Head 0.09 ft
Specific Energy 0.21 ft
Froude Numb 1.29
Flow Type 3upercrkloal
LEVEL SPEADER DESIGN CALCULATION
Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
" Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
= Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q = J ^ cfs
Final Design
Length = 60 feet
Flow Depth = D•!i feet
Avg. Gradient =? ft./ft.
Flow = cfs
Velocity wa q 7 fps
0.87
Project Engineet' Withers & Ravenel
isl..\collectomlrevisionllevelspreed.fm2 withers & Ravenel FlowMaster v6.0 [61 4b]
04/25/01 11:09:30 AM 0 Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Cornerstone Park - Tract 8
Worksheet for Rectangular Channel
Project Description
Worksheet At HW 901
Flow Element Rectangular Ctm
Method Manning's Forme
Solve For Channel Depth
Input Data
Manning* Coefflo 0.05
s 1250001t/R
Bottom Width 44-.W ft
Discharge 3.23 cfs

Results
Depth 0.10 It
Flow Area 1.5 ft'
Wetted PerJm4 15.20 ft
Top Width 15.00 It
Critical Depth 0.11 ft
Critical Slope 0.076879 1t/ft
velocity +2a.<i" &-
Velocity Head 0.08 ft
Specific Enert 0.17 ft
Froude Numb, A"W
Flow Type V WpamrWtlF"''?
LEVEL SPEADER DESIGN CALCULATION

I
1
• Use 2-year storm event
• Assume downstream diffuse flow
• Downstream conditions - woods, leaf mulch, etc.
• Maximum allowable downstream velocity, Va= 2.5 fps
• Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q - 23 ofs
Final Design
Length = - feet
Flow Depth = D, v feet
Avg. Gradient = '11M. P
Flow = cfs
fps
velocity t
< -i
Y
Project Engineer withers & Ravenel
I:l..Noomerstoneltract9Hevelsproader.fm2 withers & Rsvenei Flo*Master v6.01614bj
04/25/01 05:17:46 PM m Haestad Methods, [no. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Michael F. Easley
O \ Governor
?O? WA T ?9pG
r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
September 5, 2002
Highway 70 LLC
12429 Falls of the Neuse Road
Wake Forest, NC 27587
Subject: Stormwater Management
Highway 70 LLC
Wake County, NC
DW Q# 001530
Dear Madame/Sir:
This Office is in receipt of the revised plans dated August 21, 2002 for the stormwater management
facilities consisting of an extended detention wetlands for lot 1 at the subject facility prepared on your behalf by
Withers and Ravenel and submitted to the Division on August 22, 2002. Staff from the Wetlands Unit reviewed
the plans and found them acceptable. Please note that this approval shall not be construed as an approval of
the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
?-Kl
I R. Dorn
ands Unit Supervis r
cc: Mr. Todd St. John, Wetlands b15it
Steve Mitchell, Regional Office
John Holly, Raleigh Regional Office
Ken Jesneck, PE, Withers and Ravenel, 111 MacKenan Drive, Cary NC 27511
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Od/?-?
WITHERS &' RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
iii MacKenan Drive
CARY, NORTH CAROLINA, 2751"
[phone]
FAX [phone]oo8
To: North Carolina Division of Water Quality
4o1 Wetlands Certification Unit
2321 Crabtree Blvd, Suite 250
Raleigh, North Carolina 276o4
LETTER OF TRANS TTAL
DATE AU USt 21, 2002 JOB NO. 2020 6.0
ATTENTION Todd St John
PHONE # [phone]
RE: Cornerstone Park, Lot 1
DWQ Project No. oo1 0

WE ARE SENDING YOU E Attached ? Under separate cover via
? Shop Drawings ? Prints E Plans ? Samples
? Copy of Letter ? Change order ? Diskette ?
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
1 8/21/02 Revised Construction Plans
1 8/21/02 Response Letter

"S x"OUP.. ,
THESE ARE TRANSMITTED as checked below:
E For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPYTO: File
SIGNED: Ken lesneck. PE
If enclosures are not as noted, kindly notify us at once.
WITHERS L11? RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
August 21, 2002
Mr. Todd St. John
North Carolina Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Reference: Stormwater Management Plan - Response Comments
Lot 1, Cornerstone Park
DWQ Permit #001530
W&R Project 202076.0
Dear Mr. St. John:
Enclosed you will find the revised Construction Plans for the Stormwater Management Pond
for Lot 1, Cornerstone Park. The orifice has been revised so that the permanent pool will be
held at the design level. The orifice will be located at the elevation specified with the storm
water flowing through the intake pipe and up through the orifice. The valve will remain closed
at all times, except for emergency drawdown or for maintenance activities, thus forcing the
stormwater up through the orifice.
Thank you very much for your review. If you have any questions, please contact meat (919)
469-3340•
Sincer/ely,
WITHE A? NEL, INC.
L?
Kenneth L. Jes ec PE'
111 MacKenan Drive i Cary, North Carolina 27511 1 tel: [phone] tax: 919.467.6oo8 i www.withersravenel.com
O`;' G
William G. (°;d) Ross Secretary
!! Department of Environment and Natural Resources
p 'C Kerr T. Stevens
Division of Water Quality
January 26, 2001
Wake County
DWQ Project #: 001530
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Highway 70 LLC
12429 Falls of the Neuse Road
Wake Forest, NC 27587
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.14 acres of we?lands,
and 96 linear feet of streams to construct the cornerstine Park development (Almo Property), as you described in your application
dated December 7, 2000. This approval is valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified" below. If
you change your project, you must notify us and you may be required to send us a new application.. If the property it s; ld, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for ccmpiying .vlth all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation ma.y _;e 1qui:5d as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or
as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions 'istea ,n the
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50
feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impa?ft These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whic'never is later).
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers.
3. An additional condition is that a final, written stormwater management plan shall be approved by this Office f.t ny areas
exceeding 30 % impervious surface before the impacts specified in- this Certification occur unless you can demonstrate that
non-erosive sheetflow will occur from these areas and be treated by protected stream buffers. The stcrmwa-ai management
plan must include plans and specifications for stormwater management facilities designed to remove £S5"? 'I SS according to
the most recent version of the NC DENR Stormwater Best Management Practices Manual. Also, before any permanent
building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and operational. and the
stormwater management plan, as approved by this Office, shall be implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60,
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 1506 of the
North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Domey at 919-733-9646.
c re 2,
r . Stevens
..J
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Jennifer Burdette; Soil & Environmental Consultants
Todd St. John
A Aw
NCDrNR
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699.1621
Wetlands/401 Unit: [phone]
Fax: [phone]
6
\- QO Governor
'
pj William G. (Bill) Ross Secretary
Department of Environment and Natural' Resources
Q 'C Kerr T. Stevens
Division of Water Quality
DWQ Project No.: County:
Annlirant
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may be returned to OWQ by the
applicant, the applicant's authorized agent, or the project engineer.lt is not necessary to send certificates Ifrom all of
these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date: -
Agent's Certification
I, , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
if this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e., Engineer, Landscape
Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodically, *eekly, full
time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, duie care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved: plans and
specifications, and other supporting materials.
Signature Registration No. Date
t?CDENR
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]

9? y?o z 9?.
??Id ??(3el
5
--
U+
CLI
s?fi 1
1AVAC)l 0-1 0.
?l©? ?.?: amass ??d

Cornerstone Park - Tract 9
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 901
Flow Element Rectangular Cha
Method Manning's Formi
Solve For Channel Depth
Input Data
Manning* Coeffic 0.050
Slope -?OOtR'S wit
Bottom Width 30.00 ft
Discharge 9.85 cfs
Results
Depth 0.13 ft
Flow Area 4.0 V
Wetted Pedmr 30.27 ft
Top Width 30.00 ft
Critical Depth 0.15 ft
Critical Slope 0.089533 ftM
Velocity 2.45 We
Velocity Head 0.09 ft
Specific Enerl 0.23 It
Froude Numb, 1.18
Flow Type A ftVAM
LEVEL SPEADER DESIGN CALCULATION
?.G r
I
I I
k Aj
j?
i
d
Design Parameters
• Use 2-year storm event
• Assume downstream diffuse flow
• Downstream conditions- woods, leaf mulch, etc.
• Maximum allowable downstream velocity, Va= 2.5 fps
• Mannings n-value for downstream conditions, n = 0.46
Calculations
Q = CIA (Rational Equation)
C =Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q= Cfs
Final Design
Length = ;beet
Flow Depth = 3 feet
Avg. Gradient = o o ft./ft.
Flow = y cfs
Velocity = fps
Project Engineer: 'Withers & Ravenel
1:1..bomerstoneltractgUevelsproader.fm2 withers 8 Ravenel FloWMasterv6.0 (614b]
04/25/01 04:57:24 PM 0 Haested Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
o ? WgTF
?0?0 9pG Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klirbek, P.E. Director
Divisioh of Water Quality
August 16, 2002
Mr. Ken Jesneck, PE
Withers and Ravenel
111 MacKenan Dr.
Cary, NC 27511
Subject: Cornerstone Park, Lot 1
DWQ Project No. 001530
Wake County
Dear Mr. Jesneck:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is asfollows:
1. Draw Down Orifice Outlet
The orifice at the "T" appears to be below the permanent pool elevation. It is not clear if it will be capped. Please
clarify.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584. Also, please note that the NCDENR Stormwater Best Management Practices Manual, April 1999, and ether
documents and information can be downloaded from the Wetlands Unit web site at
http://h2o.ehnr.state.nc.us/ncwetlands/.
Since7ely
ToA Jo n, PE
Environmental Engineer
cc: Raleigh Regional Office
File
i
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Project Name: Cornerstone Terrace
Project No. DWQ
Lot 1
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations I.0 average depth status
Bottom of Basin (ft)
Permanent Pool (ft) 396 396 ft. depth check depth
Temporary Pool (ft) 397 1 ft. depth ok

areas
Permanent Pool SA (sq ft) 28401 8947 sq. ft. ok
Drainage Area (ac) 6.71
Impervious Area (ac) 4.95 73.8 % -
Forebay (ft2) 4201 14.791733 % ok
Low Marsh (ft2) 12475 43.9 % check marsl
Micropool (ft2) 2561 9.0172881 % check foreb(
High Marsh (ft2) 9338 32.9 % ok
100.6127%
volumes
Temporary Pool (cu ft) 29098.08 17390 cu. ft. ok
other parameters
SAIDA 3.06 -
Orifice Diameter (in) 5 0.46 efs drawdown -
Design Rainfall (in) 1 0.7 day drawdown check draw(
Linear Interpolation of Correct SAIDA **"
396 ft. Permanent Pool Depth
% Impervious SAIDA from Table
Next Lowest 70 2.88
Project Impervious 73.8 3.06
Next Highest 80 3.36
WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
vii MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]oo8
To: NC DIVISION OF WATER QUALITY
4o1 WETLANDS UNIT
2321 CRABTREE BLVD, SUITE 250
RALEIGH, NC 276o4
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
LETTER OF l RANSWTTAL
DATE 8/14/02 108 No. 2020 6.0
ATTENnON TODD ST JOHN
PHONE
733-9584
RE: CORNERSTONE PARK
TRACT 1

961
f:

® Attached ? Under separate cover via
? Prints ® Plans ? Samples
? Change order ? Diskette ?
the follo nee I
? Specifications
COPIES DATE NO. DESCRIPTION
1 8/9/02 COVER LETTER
1 8/9/01 STORM WATER-MANAGEMENT PLAN
1 8/12/02 0&M AGREEMENT

THESE ARE TRANSMITTED as checked below:
? For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO: FILE SIGNED: KEN JESNECK, PE
if enclosures are not as noted, kindly notify us at once.
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
August 8, 2002
Mr. Todd St. John
North Carolina Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Reference: Stormwater Management Plan
Lot 1, Cornerstone Park
DWQ Permit #001530
W&R Project 202076.o
Dear Mr. St. John:
Enclosed you will find the Stormwater Management Pond for Lot 1, Cornerstone Park. The
submittal includes the construction plans, the supporting calculations, and the Operation and
Maintenance Manual form signed by the owner/developer. This Plan is being submitted in
accordance with the revised Permit for this Project. We are proposing a constructed wetland
to provide for nitrogen reduction and sediment removal. We feel that this is the best approach
in providing the 85% total suspended reduction requirement of the permit. The constructed
wetland will substitute for the requirement of the diffuse flow through the Neuse River
Riparian Buffer.
If you have any questions, please contact me at [phone]•
Sincerely,
IW? T H E
Kenneth V
NEL, INC.
iii MacKenan Drive i Cary, North Carolina ,7511 1 tel: [phone] fax: [phone]oo8 i www.withersravenel.com
CORNERSTONE PARK TERRACE
EXTENDED DETENTION WETLAND BASIN
OPERATION & MAINTENANCE AGREEMENT
The extended detention wetland basin system is defined as the wetland basin, pretreatment including forebays
and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice on the skimmer of any obstructions such that drawdown of the temporary
pool occurs within 2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain ,a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to what is shown in the diagram below. Removed sediment shall be disposed of in an
appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the accumulated sediment depth reads 0.5 feet in the main pond, the sediment shall be removed.
If the elevation of the marsh areas exceeds the permanent pool elevation, the sediment should be
removed to design levels. This shall be accomplished by removing and stockpiling the upper !6 inches of
soil. Then the marsh area shall be excavated six inches below design elevations. Afterwards the
stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled for more than
two weeks.
When the accumulated sediment depth reads 0.5 feet in the forebay and micro-pool, the sediment shall be
removed.
EXTENDED DETENTION WETLAND DIAGRAM
0 Permanent (Normal) Pool Elevation 396'
Sediment emoval El. 394'
________________ _ Sediment Removal Elevation 395'
----------------------------------------------
Bottom evation 393'
FOREBAY & MICRO-POOL MAIN POND
5'
Page 1 of 2

CORNERSTONE PARK TERRACE
EXTENDED DETENTION WETLAND BASIN
OPERATION & MAINTENANCE AGREEMENT
5. Wetland planting densities in the marsh areas should be maintained by replanting bare areas as
needed. Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the eight
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.
Print name:
WAY-iE-HF- Lb 17 J j-=L0FMt01 CU,
Title: ATTO : 50tH 0 M `1 E P-":) , D j e-EcTDt oi- i7PE fZA i , ?iJ 5
Address: Highway 70, LLC 3209 Gresham Lake Rd. Ste 158-160 Raleigh, NC 27615
Phone: [phone]
Signature:

Note: The legally responsible party should not be a homeowners association unless more than 30% of the
I is have been sold and a resident of the subdivision has been named the president.
I, Q ` a Notary Public for the State of /V L
County of do hereby certify that '-?A n P ?cq er'S
2002 and acknowledge the due
personally appeared before me this L?2, day of A C,
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
:?N 104
G?1O
:.
co,
' .?CGUN--'` i/
SEAL
My commission expires d b g D ?o
Page 2 of 2
WITHERS- & RAVENED.
EXTENDED DETENTION WETLAND DESIGN CALCULATIONS
CORNERSTONE TERRACE
LOT 1, CORNERSTONE PARK
Raleigh, North Carolina
Prepared For:
HIGHWAY 70, LLC
32og Gresham Lake Road, Suites 158 - 16o
Raleigh, North Carolina 27615
Prepared By:
WITHERS & RAVENEL, INC
111 MacKenan Drive
Cary, North Carolina 27511
August 2002
W&R Project No. 202076
•?` tN CARD
•ZESSlp
•,
• VIAL Ji
' _49 .,
Kenneth C.; k• 'u;,+`'. /

. Project Name: CORNERSTONE TERRACE Project #: 202076
City/State: Raleigh, NC Date: 6-Aug-2002
10
Table 1.1 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 85% Pollutant
Removal Efficiency in the Piedmont

% Impervious
Cover Permanent Pool Depth (feet)
3.0 4.0 5.0 6.0 7.0 8.0 9.0
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 1.67
. Source: NCDENR/DWQ Stormwater Best Management Practices, pg. 5, April 1999
Artificial Wetland (40% TN Removal; 85% TSS Removal)
Grass Impervious
(ft^2) (ac) (ft^2) (ac)
Impervious Surfaces 0 0 215676 4.95
Pervious Surfaces 76612 1.76 0 0
. Totals 1.76 4.95

0 % Impervious Surface Area = 74 %

Surface Area of Permanent Pool:
Assumed depth = 3 feet
SA/DA ratio = 3.07 %
Minimum pond surface area (SA) = (DA' SA/DA ratio)/100
. SA = 0.206 acres
or 8979 sq. ft.
71
. Normal pool elevation = 396 feet
. Surface area provided = 0.652 acres
. 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, in./in.
1 = Percent impervious
Rv = 0.71 in./in.
Total runoff volume from 1-inch precipitation:
. Runoff volume, S = (Design rainfall) (Rv) (Drainage Area)
S = 0.399 acre-ft
17394 cu. ft.
• Riser structure crest elevation = 397 feet
Runoff storage provided = 0.668 ` -'ac-ft
. Stormwater Calcs_Cornerstone Terrace.xls 1

Project Name: CORNERSTONE TERRACE Project #: 202076
City/State: Raleigh, NC Date: 6-Aug-2002
2-year Peak Attentuation Calculations
Pre-development Peak Q2 = 9.74 cfs
Post-development Peak Q2 = 0.50 cfs
2-yr & 10-yr Peak Attentuation Calculations for Compliance with Raleigh's Interim Policy Cl -7017
2-yr 10-yr
R-4 Development Qpeak = 19.5 25.4 cfs
Post-development Qpeak = 0.5 1.63 cfs
Stormwater Calcs_Cornerstone Terrace.xls
2
i
•
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Job File: K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Rain Dir: I:\ENGFILE\HAESTAD\PPW RAINFALL DATA\WAKE CO\
JOB TITLE
Cornerstone Terrace
Lot 1, Cornerstone Park
Artificial Wetland Design
W&R Project #202076
August 2002
The Modified Rational Method was used to determine peak discharge rates and side the
detention storage for the extended detention wetland due to its small size (8.5 acres).
The Modified Rational method is an extension of the rational method for rainfalls with
durations greater than the time of concentration. The method was modified so that the
concepts of the rational method (peak discharge) could be used to develop hydrographs for
storage routing. The Modified Rational Method within PondPack calculates the storage
volume for hydrographs of rainfalls of various durations to determine the critical
duration for the design storm as the one requiring the greatest detention storage volume.
This critical duration is used to calculate the discharge rate and volume of water that
is routed through the pond structure. The hydrograph developed maintains the calculated
volume and adjusts the peak discharge rate accordingly. Thus, the peak discharge for the
Modified Rational Method is less than the calculated Rational Method.
The rainfall data used in this design was taken from the Intensity-Duration-Frequency
Table for the Raleigh area published in the City of Raleigh Stormwater Management Design
Manual. The time of concentration was set at 5 minutes for this design.
The proposed extended detention wetland is designed to capture the runoff volurce from the
first 1-inch of rainfall and slowly release it over a 48 to 72 hour period. Toe, outlet
structure is also designed to attenuate the 2-year storm to pre-development conditions
and the 10-year storm to R-4 density conditions (compliance with CR-7017). Inaddition,
the wetland is designed to pass the 100-year design storm through the riser/barrel outlet
structure of the pond.
Artificial Wetland Design Highlights:
Normal Pool Elevation = 396'
Required Surface Area = 0.206 acres
Surface Area Provided = 0.621 acres
Required storage volume for runoff from 1-inch rainfall = 0.399 ac-ft
Storage volume provided = 0.668 ac-ft at 397'
Top of Dam = 399'
Calculated Freeboard for the 10-yr design storm = 1.92 ft
Calculated Freeboard for the 100-yr design storm = 1.5 ft
Outlet Structure:
¦ 48" RCP riser structure with crest at 397'
¦ 24" RCP barrel structure; 57 linear feet; Inverts at 393' and 392.43'
¦ 5" Circular Orifice at 396' for extended draw-down
•
•
•
•
•
•
•
•
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Table of Contents
********************** MASTER SUMMARY **********************
Watershed....... Mod. Rational Grand Summary ........ 1.01
Master Network Summary ............. 1.02
********************** RAINFALL DATA ***********************
1-yr IDF Table.. 1-yr
I-D-F Table ........................ 2.01
2-yr IDF Table.. 2-yr
I-D-F Table ........................ 2.01
10-yr IDF Table 10-yr
I-D-F Table ........................ 2.02
100-yr IDF Table 100-yr
I-D-F Table ........................ 2.02
********************** TC CALCULATIONS *********************
PROPOSED AREA 1 Tc Calcs ........................... 3.01
R-4 DEVELOPED TC Tc Calcs ........................... 3.02
*********************** POND VOLUMES ***r*r**********r******
WETLAND......... Vol: Elev-Area ..................... 4.01
******************** OUTLET STRUCTURES *********************
OUTLET.......... Outlet Input Data .................. 5.01
Composite Rating Curve ............. 5.04
r
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Table of Contents (continued)
*********************** POND ROUTING ***********************
WETLAND......... Pond E-V-Q Table ................... 6.01
****************** RATIONAL METHOD CALCS *******************
AREA 1.......... 1-yr
Mod. Rational Storm Calcs .......... 7.01
AREA 1.......... 2-yr
Mod. Rational Storm Calcs .......... 7.02
AREA 1.......... 10-yr
Mod. Rational Storm Calcs .......... 7.03
AREA 1.......... 100-yr
Mod. Rational Storm Calcs .......... 7.04
PREDEV AREA 1... C and Area; Tc ..... ................ 7.05
PREDEV AREA 1... Rational Peak Qs ... ................ 7.06
R-4 DEV AREA 1.. C and Area; Tc ..... ................ 7.07
R-4 DEV AREA 1.. Rational Peak Qs ... ................ 7.08
PROPOSED AREA 1 C and Area; Tc ..... ................ 7.09
PROPOSED AREA 1 Rational Peak Qs ... ................ 7.10
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Mod. Rational Grand Summary Page 1.01
Name.... Watershed
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
************************************************************************
************************************************************************
* *
* *
* MODIFIED RATIONAL METHOD
* ---- Grand Summary For All Storm Frequencies ----
* *
* *
************************************************************************
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
Area = 6.710 acres Tc = .0833 hrs
................ ......... ............ ...... .............. ...................
VOLUMES
Freq. Adjusted Duration I Qpeak Allowable Inflow Storage
years 'C'
---------------- hrs
--------- in/hr
------------ cfs
------ cfs
----------- -- ac-ft
-------- ac-ft
-----------
1 .766 .4000 2.5289 13.11 11.00 I .433 .214
2 .766 .4000 3.1611 16.39 14.00 .542 .262
10 .766 .4167 4.1659 21.60 19.00 I .744 .351
100 .766 .5667 4.9606 25.72 23.00 I 1.205 .587
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Master Network Summary Page 1.02
Name.... Watershed
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
MASTER DESIGN STORM SUMMARY
Default Network Design Storm File, ID RAL_IDF.IDQ Raleigh IDF
Rainfall
Return Event Type IDF File IDF ID
--------
1-yr ---- ---------------
I-D-F Table -------- -
RAL_IDF ---------------
1-yr IDF Table
2-yr I-D-F Table RAL IDF 2-yr IDF Table
10-yr I-D-F Table RAL_IDF 10-yr IDF Table
100-y r I-D-F Table RAL_IDF 100-yr IDF Table
MASTER NETWORK SUMMARY
Modified Rational Me thod Network
(*Node=Outfall; +Node =Diversion;)
(Trun= H YG T runcation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage
Node ID Type Event ac-ft Trun hrs cfs ft
-
-
- -------- ac-ft
-----------
--------
AREA 1 --------- ----
AREA ------ ---------- --
1 .433 --------- -
.0833 --
--
13.11 -
AREA 1 AREA 2 .542 .0833 16.39
AREA 1 AREA 10 .744 .0833 21.60
AREA 1 AREA 100 1.205 .0833 25.72
*OUTLET JCT 1 .322 .4700 .43
*OUTLET JCT 2 .415 .4700 .50
*OUTLET JCT 10 .589 .4900 1.63
*OUTLET JCT 100 1.042 .6000 14.37
WETLAND IN POND 1 .433 .0900 13.11
WETLAND IN POND 2 .542 .0900 16.39
WETLAND IN POND 10 .743 .0900 21.60
WETLAND IN POND 100 1.204 .0900 25.72
WETLAND OUT POND 1 .322 .4700 .43 396.64 425
WETLAND OUT POND 2 .415 .4700 .50 396.80 ;531
WETLAND OUT POND 10 .589 .4900 1.63 397.08 ;725
WETLAND OUT POND 100 1.042 .6000 14.37 397.50 1.012
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... I-D-F Table Page 2.01
Name.... 1-yr IDF Table Tag: 1-yr Event: 1 yr
File.... I:\ENGFILE\HAESTAD\PPW RAINFALL DATA\WAKE CO\RAL_IDF.IDF
Title... 1-yr Design Storm (80$ of 2-yr)
Storm... 1-yr IDF Table Tag: 1-yr
Rainfall-Intensity-Duration Curve
Time, hrs Intens., in/hr
.0833
.1670
.2500
.3330
.5000
.6670
.8330
1.0000
1.5000
2.0000
3.0000
6.0000
12.0000
24.0000
4.6080
3.8080
3.2320
2.7760
2.1600
1.8240
1.5520
1.3600
.9760
.7600
.5680
.3520
.2080
.1200
Type.... I-D-F Table
Name.... 2-yr IDF Table Tag: 2-yr Event: 2 yr
File.... I:\ENGFILE\HAESTAD\PPW RAINFALL DATA\WAKE CO\RAL_IDF.IDF
Title... 2-yr Storm from City of Raleigh IDF Table
Storm... 2-yr IDF Table Tag: 2-yr
Rainfall-Intensity-Duration Curve
Time, hrs Intens., in/hr
.0833 5.7600
.1670 4.7600
.2500 4.0400
.3330 3.4700
.5000 2.7000
.6670 2.2800
.8330 1.9400
1.0000 1.7000
1.5000 1.2200
2.0000 .9500
3.0000 .7100
6.0000 .4400
12.0000 .2600
24.0000 .1500
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... I-D-F Table Page 2.02
Name.... 10-yr IDF Table Tag: 10-yr Event: 10 yr
File.... I:\ENGFILE\HAESTAD\PPW RAINFALL DATA\WAKE CO\RAL_IDF.IDF
Title... 10-yr Event Table from City of Raleigh IDF Table
Storm... 10-yr IDF Table Tag: 10-yr
Rainfall-Intensity-Duration Curve
Time, hrs Intens., in/hr
.0833
.1670
.2500
.3300
.5000
.6670
.8330
1.0000
1.5000
2.0000
3.0000
6.0000
12.0000
24.0000
7.5000
6.1300
5.2500
4.6400
3.7100
3.1500
2.7100
2.4100
1.7400
1.3700
1.0200
.6500
.3900
.2200
Type.... I-D-F Table
Name.... 100-yr IDF Table Tag: 100-yr Event: 100 yr
File.... I:\ENGFILE\HAESTAD\PPW RAINFALL DATA\WAKE CO\RAL_IDF.IDF
Title... 100-yr Event from City of Raleigh IDF Table
Storm... 100-yr IDF Table Tag: 100-yr
Rainfall-Intensity-Duration Curve
Time, hrs Intens., in/hr
.0833 9.7200
.1670 8.4000
.2500 7.2400
.3330 6.4700
.5000 5.2800
.6670 4.4800
.8330 3.8800
1.0000 3.5000
1.5000 2.5300
2.0000 2.0000
3.0000 1.5000
6.0000 .9600
12.0000 .5700
24.0000 .3300
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Tc Calcs
Name.... PROPOSED AREA 1
Page 3.01
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: User Defined
Description: Tc = 5 Minutes
Segment #1 Time: .0833 hrs
------------------------------------------------------------------------
-------------------------
-------------------------
Total Tc: .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
-------------------------
-------------------------
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Tc Calcs
Name.... R-4 DEVELOPED TC
Page 3.02
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
Description: Tc = 5 minutes in On-site Pipe System
Segment #1 Time: .0833 hrs
------------------------------------------------------------------------
-------------------------
-------------------------
Total Tc: .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
-------------------------
-------------------------
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Vol: Elev-Area
Name.... WETLAND
Page 4.01
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Elevation Planimeter Area Al+A2+sgr(Al*A2) Volume Volume Sum
(ft) (sq.in) (acres)
----------- (acres)
----------------- (ac-ft)
--------- (ac-ft)
-------------
-----------
396.00 -----------
----- .6520 .0000 .000 .000
397.00 ----- .6850 2.0053 .668 .668
398.00 ----- .7180 2.1043 .701 1.370
399.00 ----- .7520 2.2048 .735 2.105
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-ELI) * (Areal + Area2 + sq.rt.(Areal*Area2))
where: ELI, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for ELI, EL2, respectively
Volume = Incremental volume between ELI and EL2

CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Outlet Input Data Page 5.01
Name.... OUTLET
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 396.00 ft
Increment = .10 ft
Max. Elev.= 399.00 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall E1, ft E2, ft
Stand Pipe RI ---> CV 397.000 399.000
Orifice-Circular OR ---> CV 396.000 399.000
Culvert-Circular CV ---> TW 393.000 399.000
TW SETUP, DS,Channel
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Outlet Input Data Page 5.02
Name.... OUTLET
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID = RI
Structure Type
----------------- = Stand Pipe
-------------
------
# of Openings = 1
Invert Elev. = 397.00 ft
Diameter = 4.0000 ft
orifice Area = 12.5664 sq.ft
orifice Coeff. _ .600
Weir Length = 12.57 ft
Weir Coeff. = 3.100
K, Submerged = .000
K, Reverse = 1.000
Kb,Barrel = .000000 (per ft of full flow)
Barrel Length = .00 ft
Mannings n = .0000
Structure ID = OR
Structure Type = Orifice-Circular
------------------------------------
# of Openings = 1
Invert Elev. = 396.00 ft
Diameter = .4167 ft
Orifice Coeff. _ .600
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Outlet Input Data
Name.... OUTLET
Page 5.03
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID = CV
Structure Type =
------------------- Culvert-Circular
-----------------
No. Barrels = 1
Barrel Diameter = 2.0000 ft
Upstream Invert = 393.00 ft
Dnstream Invert = 392.43 ft
Horiz. Length = 57.00 ft
Barrel Length = 57.00 ft
Barrel Slope = .01000 ft/ft
OUTLET CONTROL DATA ...
Mannings n = .0130
Ke = .5000 (forward entrance loss)
Kb = .012411 (per ft of full flow)
Kr = .5000 (reverse entrance loss)
HW Convergence = .001 +/- ft
INLET CONTROL DATA. ..
Equation form = 1
Inlet Control K = .0098
Inlet Control M = 2.0000
Inlet Control c = .03980
Inlet Control Y = .6700
T1 ratio (HW/D) = 1.155
T2 ratio (HW/D) = 1.302
Slope Factor = -.500
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between unsubmerged and submerged inlet control,
interpolate between flows at T1 & T2...
At T1 Elev = 395.31 ft ---> Flow = 15.55 cfs
At T2 Elev = 395.60 ft ---> Flow = 17.77 cfs
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES ...
Maximum Iterations= 30
Min. TW tolerance = .01 ft
Max. TW tolerance = .01 ft
Min. HW tolerance = .01 ft
Max. HW tolerance = .01 ft
Min. Q tolerance = .10 cfs
Max. Q tolerance = .10 cfs
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Composite Rating Curve
Name.... OUTLET
Page 5.04
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q Notes
-------- -------- ----- --- Converge ------- --- --- ------------
Elev. Q TW Elev Error
ft cfs ft +/-ft Contrib uting Structures
--------
396.00 -------
.00 -----
Free --- ----- -
Outfall -------
(no Q: ------
RI,OR ------------
,CV)
396.10 .02 Free Outfall OR,CV (no Q: RI)
396.20 .08 Free Outfall OR,CV (no Q: RI)
396.30 .17 Free Outfall OR,CV (no Q: RI)
396.40 .27 Free Outfall OR,CV (no Q: RI)
396.50 .35 Free Outfall OR,CV (no Q: RI)
396.60 .41 Free Outfall OR,CV (no Q: RI)
396.70 .46 Free Outfall OR,CV (no Q: RI)
396.80 .50 Free Outfall OR,CV (no Q: RI)
396.90 .55 Free Outfall OR,CV (no Q: RI)
397.00 .58 Free Outfall OR,CV (no Q: RI)
397.10 1.85 Free Outfall RI,OR,C V
397.20 4.14 Free Outfall RI,OR,C V
397.30 7.09 Free Outfall RI,OR,C V
397.40 10.57 Free Outfall RI,OR,C V
397.50 14.52 Free Outfall RI,OR,C V
397.60 18.88 Free Outfall RI,OR,C V
397.70 23.52 Free Outfall RI,OR,C V
397.80 28.21 Free Outfall RI,CV (no Q: OR)
397.90 29.75 Free Outfall RI,CV (no Q: OR)
398.00 30.17 Free Outfall RI,CV (no Q: OR)
398.10 30.58 Free Outfall RI,CV (no Q: OR)
398.20 30.98 Free Outfall RI,CV (no Q: OR)
398.30 31.38 Free Outfall RI,CV (no Q: OR)
398.40 31.77 Free Outfall RI,CV (no Q: OR)
398.50 32.16 Free Outfall RI,CV (no Q: OR)
398.60 32.54 Free Outfall RI,CV (no Q: OR)
398.70 32.92 Free Outfall RI,CV (no Q: OR)
398.80 33.30 Free Outfall RI,CV (no Q: OR)
398.90 33.66 Free Outfall RI,CV (no Q: OR)
399.00 34.03 Free Outfall RI,CV (no Q: OR)

CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Pond E-V-Q Table Page 6.01
Name.... WETLAND
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
LEVEL POOL ROUTING DATA
HYG Dir = K:\02\02-070\02076\H&H\
Inflow HYG file = NONE STORED - WETLAND IN 1-yr
Outflow HYG file = NONE STORED - WETLAND OUT 1-yr
Pond Node Data = WETLAND
Pond Volume Data = WETLAND
Pond Outlet Data = OUTLET
No Infiltration
INITIAL CONDITIONS
----------------------------------
Starting WS Elev = 396.00 ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0100 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0`
ft cf,s ac-ft acres cfs cfs cfs
---
-----------
396.00 -----------
.00 ------------
.000 -----------
.6520 -----------
.00 ------------
.00 -------
.00
396.10 .02 .065 .6553 .00 .02 158.21
396.20 .08 .131 .6585 .00 .08 317.25
396.30 .17 .197 .6618 .00 .17 477.06
396.40 .27 .263 .6651 .00 .27 637.73.
396.50 .35 .330 .6684 .00 .35 799.17:
396.60 .41 .397 .6717 .00 .41 961.39:
396.70 .46 .464 .6750 .00 .46 1124.41
396.80 .50 .532 .6783 .00 .50 1288.17`
396.90 .55 .600 .6817 .00 .55 1452.78
397.00 .58 .668 .6850 .00 .58 1618.19
397.10 1.85 .737 .6883 .00 1.85 1785.63
397.20 4.14 .806 .6915 .00 4.14 1954.89
397.30 7.09 .875 .6948 .00 7.09 2125.54
397.40 10.57 .945 .6981 .00 10.57 2297.58`
397.50 14.52 1.015 .7014 .00 14.52 2470.88
397.60 18.88 1.085 .7047 .00 18.88 2645.39`
397.70 23.52 1.156 .7080 .00 23.52 2820.98
397.80 28.21 1.227 .7113 .00 28.21 2997.37
397.90 29.75 1.298 .7147 .00 29.75 3171.47
398.00 30.17 1.370 .7180 .00 30.17 3345.25
398.10 30.58 1.442 .7214 .00 30.58 3519.83
398.20 30.98 1.514 .7247 .00 30.98 3695.22!
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Pond E-V-Q Table Page 6.02
Name.... WETLAND
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
LEVEL POOL ROUTING DATA
HYG Dir = K:\02\02-07 0\02076\H&H\
Inflow HYG file = NONE STORED - WETLAND IN 1-yr
Outflow HYG file = NONE STORED - WETLAND OUT 1-yr
Pond Node Data = WETLAND
Pond Volume Data = WETLAND
Pond Outlet Data = OUTLET
No Infiltration
INITIAL CONDITIONS
-------------------
Starting WS Elev -----------
= 396.00 ----
ft
Starting Volume = .000 ac-ft
Starting Outflow = .00 cfs
Starting Infiltr. _ .00 cfs
Starting Total Qout= .00 cfs
Time Increment = .0100 hrs
Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0
ft cfs ac-ft acres cfs cfs cfs
----------------------
398.30 31.38 ------------
1.587 -------------
.7281 -----------
.00 ----------
31.38 ----------
3871.37`
398.40 31.77 1.660 .7315 .00 31.77 4048.39:
398.50 32.16 1.733 .7349 .00 32.16 4226.22`
398.60 32.54 1.807 .7383 .00 32.54 4404.88'.
398.70 32.92 1.881 .7417 .00 32.92 4584.35
398.80 33.30 1.955 .7451 .00 33.30 4764.59
398.90 33.66 2.030 .7486 .00 33.66 4945.71;
399.00 34.03 2.105 .7520 .00 34.03 5127.65
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Mod. Rational Storm Calcs Page 7.01
Name.... AREA 1 Tag: 1-yr Event: 1 yr
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Storm... 1-yr IDF Table Tag: 1-yr
MODIFIED RATIONAL METHOD
- --- Summary for Single Storm Frequency - ---
Q = CiA * U nits Conversion; Where Conversion = 435 60 / (12 * 3600)
RETURN FREQUENCY:
----------------- 1 yr 'C' Adjustment = 1.000Allowable
---------------------------------------- Q = 11.00
--------- cfs
----------
Hydrograph Storm Duration, Td = .4000 hrs Tc = .0833 hrs
Hydrograph File: 1-yr
................. ............................. ........... .........
VOL ..........:
UMES
Wtd. Adjusted Duration Intens. Area Qpeak Inflow Storage
'C' 'C' hrs in/hr acres cfs ac-ft ac-ft
--
-----------------
.766 .766 -----------------------------
.0833 4.6080 6.710 -------- --
23.89 ---------
.164 --------
.089
.766 .766 .1667 3.8112 6.710 19.76 .272 .159
.766 .766 .2500 3.2320 6.710 16.76 .346 .195
.766 .766 .3333 2.7748 6.710 14.39 I .396 .207
***************** **************************************** *** Storage Maximum.
766 .766 .4000 2.5289 6.710 13.11 I .433 .214
********************************************************* ********* **********
.766 .766 .5000 2.1600 6.710 11.20 .463 .198
.766 .766 .6667 1.8247 6.710 9.46 Qpeak < Qallow
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Mod. Rational Storm Calcs Page 7.02
Name.... AREA 1 Tag: 2-yr Event: 2 yr
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Storm... 2-yr IDF Table Tag: 2-yr
MODIFIED RATIONAL METHOD
---- Summary for Single Storm Frequency ----
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
RETURN
------- FREQUENCY:
---------- 2 yr 'C'
---------- Adjustment
----------- = 1.000Allowable
------------------- Q = 14.00
--------- cfs
----------
Hydrograph Storm Duration, Td = .4000 hrs Tc = .0833 hrs
Hydrograph File: 2-yr
....... .......... .......... ........... ........ ........... .........
VOL ..........:
UMES
Wtd. Adjusted Duration Intens. Area Qpeak Inflow Storage'
-Cl 'C' hrs in/hr acres cfs ac-ft
----- ac-ft
----------
-------
.766 ----------
.766 ----------
.0833 -----------
5.7600 -------
6.710 --------- --
29.87 I ----
.206 .109
.766 .766 .1667 4.7640 6.710 24.70 .340 .196
.766 .766 .2500 4.0400 6.710 20.95 .433 .240
.766 .766 .3333 3.4685 6.710 17.99 .495 .254
*************************** *********** ******************* *** Stora ge Maximum'
.766 .766 .4000 3.1611 6.710 16.39 .542 .262
*************************** *********** ******************* ********* **********
.766 .766 .5000 2.7000 6.710 14.00 ( .579 .241
.766 .766 .6667 2.2808 6.710 11.83 Qpeak < Qallow
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Mod. Rational Storm Calcs Page 7.03
Name.... AREA 1 Tag: 10-yr Event: 10 yr
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Storm... 10-yr IDF Table Tag: 10-yr
MODIFIED RATIONAL METHOD
---- Summary for Single Storm Frequency ----
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
RETURN FREQUENCY: 10 yr 'C' Adjustment = 1.000Allowable Q = 19.00 cfs
----------------------------------------------------------------------------
Hydrograph Storm Duration, Td = .4167 hrs Tc = .0833 hrs
Hydrograph File: 10-yr
VOLUM ES
Wtd. Adjusted Duration Intens. Area Qpeak Inflow Storage'
Oct hrs in/hr acres cfs ac-ft
--
------- ac-ft
--------
----------------
.766 .766 ----------
.0833 -----------
7.5000 ---------
6.710 -------- --
38.89 I -
-
.268 .137
.766 .766 .1667 6.1355 6.710 31.81 .438 .242
.766 .766 .2500 5.2500 6.710 27.22 562 .301
.766 .766 .3333 4.6218 6.710 23.97 .660 .333
************************** ********************************** Storage Maximum
.766 .766 .4167 4.1659 6.710 21.60 .744 .351

.766 .766 .5000 3.7100 6.710 19.24 .795 .337
.766 .766 .6667 3.1511 6.710 16.34 Qpeak < Qallow
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Mod. Rational Storm Calcs Page 7.04
Name.... AREA 1 Tag: 100-yr Event: 100 yr
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
Storm... 100-yr IDF Table Tag: 100-yr
MODIFIED RATIONAL METHOD
---- Summary for Single Storm Frequency ----
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
RETURN
-- ---- FREQUENCY:
---------- 100 yr
--------- -C' Adjustment =
------------------ 1.000Allowable
-------------- Q = 23.00
---------- cfs
--------
Hydrograph Storm Duration, Td = .5667 hrs Tc = .0833 hrs
Hydrograph File: 100-yr
....... .......... ......... ........ VOLUMES
Wtd. Adjusted Duration Intens. Area Qpeak Inflow Storage
'Cl 'C' hrs in/hr acres cfs ac-ft
-------
- ac-ft
--------
------
.766 -----------
.766 ---
.0833 -----------
9.7200 -------
6.710 ---------- ---
50.40 --
.347 .189
.766 .766 .1667 8.4053 6.710 43.58 I .600 .363
.766 .766 .2500 7.2400 6.710 37.54 I .776 .459
.766 .766 .3333 6.4676 6.710 33.54 .924 .528
.766 .766 .5000 5.2800 6.710 27.38 1.131 .577
******************************************** **************** Storage Maximum,
766 .766 .5667 4.9606 6.710 25.72 1.205 .587

.766 .766 .6667 4.4816 6.710 23.24 I 1.280 .568
.766 .766 .8333 3.8792 6.710 20.12 Qpeak < Qallow
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... C and Area Page 7.05
Name.... PRE-DEVELOPMENT
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
RATIONAL C COEFFICIENT DATA
Area C x Area
Soil/Surface Description C acres acres
-------------------------------- -------- ---------- ----------
Wooded .2500 6.710 1.678
WEIGHTED C & TOTAL AREA ---> .2500 6.710 1.678
Type.... Tc Calcs
Name.... PRE-DEV KIRPICH
TIME OF CONCENTRATION CALCULATOR
------------------------------------------------------------------------
Segment #1: Tc: Kirpich (TN)
Description: Pre-Development Kirpich
Hydraulic Length 847.00 ft
Slope .055500 ft/ft
multiplier 1.000 (Tc Adjustment)
Avg.Velocity 3.31 ft/sec
Segment #1 Time: .0711 hrs
-----------------------------------------------------------------------
-------------------------
-------------------------
Total Tc: .0711 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Rational Peak Q's Page 7.06
Name.... PREDEV
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND- 202076.PPW
SUMMARY OF RATIONAL METHOD PEAK DISCHARGES
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
Rational Storms: RAL IDF.IDQ Raleigh IDF
Tag Freq File IDF Curve
100-yr 100 RAL_IDF.IDF 100-yr IDF Table
Tc = .0833 hrs
Tag Freq C C adj I C I Area
(years) factor final in/hr acres

1-yr
1
.250 ------
1.000 -- --
.250 - ----
4.6080 ----------
6.710
2-yr 2 .250 1.000 .250 5.7600 6.710
10-yr 10 .250 1.000 .250 7.5000 6.710
100-yr 100 .250 1.000 .250
--------- 9.7200
---------- 6.710
----------
Peak Q
cfs
7.79
9.74
12.69
16.44
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... C and Area Page 7.07
Name.... R-4 DEV AREA 1
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
RATIONAL C COEFFICIENT DATA
Area C x Area
Soil/Surface Description C acres acres
-------------------------------- -------- ---------- ----------
Drainage Area at R-4 .5000 6.710 3.355
WEIGHTED C & TOTAL AREA ---> .5000 6.710 3.355
Type.... Tc Calcs
Name.... R-4 DEVELOPED TC
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
Description: Tc = 5 minutes in On-site Pipe System
Segment #1 Time: .0833 hrs
------------------------------------------------------------------------
Total Tc: .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
i
•
•
•
•
•
•
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Rational Peak Q's Page 7.08
Name.... R-4
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
SUMMARY OF RATIONAL METHOD PEAK DISCHARGES
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
Rational Storms: RAL IDF.IDQ Raleigh IDF
Tag
----- Freq
------ File
-------
----- IDF Curve
-----------
-----
100-yr 100 RAL_IDF.IDF 100-yr IDF Table
Tc = .0833 hrs

Tag
Freq
C
C adj ----------
C --------
I -----------
Area
(years) factor final in/hr acres
-----
1-yr ------
1 -----
.500 ------
1.000 ----------
I .500 --------
4.6080 -----------
6.710
2-yr 2 .500 1.000 .500 5.7600 6.710
10-yr 10 .500 1.000 .500 7.5000 6.710
100-yr 100 .500 1.000 .500
---------- 9.7200
-------- 6.710
-----------
Peak Q
cfs
15.59
19.49
25.37
32.88
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
r
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... C and Area Page 7.09
Name.... PROPOSED AREA 1
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
RATIONAL C COEFFICIENT DATA
.........................................................................
.........................................................................
Area C x Area
Soil/Surface Description C acres acres
-------------------------------- -------- ---------- ----------
Impervious On-site Area .9500 4.950 4.703
Pervious On-site Area; lawn .2500 1.760 .440
WEIGHTED C & TOTAL AREA ---> .7664 6.710 5.143
.........................................................................
.........................................................................
Type.... Tc Calcs
Name.... PROPOSED AREA 1
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: User Defined
Description: Tc = 5 Minutes
Segment #1 Time: .0833 hrs
------------------------------------------------------------------------
Total Tc: .0833 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
-------------------------
-------------------------
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Rational Peak Q's Page 7.10
Name.... POSTDEV
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
SUMMARY OF RATIONAL METHOD PEAK DISCHARGES
Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600)
Rational Storms: RAL IDF.IDQ Raleigh IDF
Tag
----- Freq
------ File
------
------ IDF Curve
-----------
-----
100-yr 100 RAL_IDF.IDF 100-yr IDF Table
Tc = .0833 hrs

Tag
Freq
C
C adj ----------
C --------
I -----------
Area I
Peak Q
(years) factor final in/hr acres cfs
-----
1-yr ------
1 -----
.766 ------
1.000 ?- ----
I .766 --------
4.6080 -----------?
6.710 ---
23.89
2-yr 2 .766 1.000 I .766 5.7600 6.710 I 29.87
10-yr 10 .766 1.000 .766 7.5000 6.710 I 38.89
100-yr 100 .766 1.000 .766
---------- 9.7200
-------- 6.710
----------- 50.40
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Time-Elev Page 8.01
Name.... MIN. DRAIN TIME FOR RUNOFF FROM FIRST 1-INCH RAINFALL
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
TIME vs. ELEVATION (ft)
Time I Output Time increment = .2500 hrs
hrs Time on left represents time for first value in
--------------- each row.
----------
---------I-
.0000 ---------------
396.60 -----------
396.59 ----------
396.58 396.56 396.55
1.2500 396.54 396.53 396.52 396.51 396.49
2.5000 396.48 396.47 396.46 396.45 396.44
3.7500 I 396.43 396.43 396.42 396.41 396.40
5.0000 I 396.39 396.38 396.37 396.37 396.36
6.2500 396.35 396.35 396.34 396.33 396.33
7.5000 396.32 396.32 396.31 396.30 396.30
8.7500 396.29 396.29 396.28 396.28 396.27
10.0000 I 396.27 396.27 396.26 396.26 396.25
11.2500 I 396.25 396.25 396.24 396.24 396.24
12.5000 I 396.23 396.23 396.23 396.22 396.22
13.7500 I 396.22 396.21 396.21 396.21 396.21
15.0000 396.20 396.20 396.20 396.20 396.19
16.2500 396.19 396.19 396.19 396.18 396.18
17.5000 396.18 396.18 396.18 396.17 396.17
18.7500 I 396.17 396.17 396.17 396.16 396.16
20.0000 396.16 396.16 396.16 396.15 396.15
21.2500 I 396.15 396.15 396.15 396.15 396.15
22.5000 I 396.14 396.14 396.14 396.14 396.14
23.7500 I 396.14 396.14 396.13 396.13 396.13
25.0000 396.13 396.13 396.13 396.13 396.13
26.2500 396.12 396.12 396.12 396.12 396.12
27.5000 I 396.12 396.12 396.12 396.12 396.12
28.7500 396.11 396.11 396.11 396.11 396.11
30.0000 396.11 396.11 396.11 396.11 396.11
31.2500 396.11 396.11 396.10 396.10 396.10
32.5000 396.10 396.10 396.10 396.10 396.1.0
33.7500 I 396.10 396.10 396.10 396.10 396.10
35.0000 396.10 396.09 396.09 396.09 396.09
36.2500 I 396.09 396.09 396.09 396.09 396.09
37.5000 I 396.09 396.09 396.09 396.09 396.09
38.7500 396.09 396.09 396.09 396.08 396.08
40.0000 396.08 396.08 396.08 396.08 396.08
41.2500 396.08 396.08 396.08 396.08 396.08
42.5000 I 396.08 396.08 396.08 396.08 396.08
43.7500 I 396.08 396.08 396.07 396.07 396.07
45.0000 396.07 396.07 396.07 396.07 396.07
46.2500 396.07 396.07 396.07 396.07 396.07
47.5000 396.07 396.07 396.07 396.07 396.07
48.7500 396.07 396.07 396.07 396.07 396.06
50.0000 I 396.06 396.06 396.06 396.06 396.06
51.2500 I 396.06 396.06 396.06 396.06 396.06
52.5000 396.06 396.06 396.06 396.06 396.06
53.7500 396.06 396.06 396.06 396.06 396.06
55.0000 396.06 396.06 396.06 396.06 396.05
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Time-Elev Page 8.02
Name.... MIN. DRAIN TIME FOR RUNOFF FROM FIRST 1-INCH RAINFALL
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
TIME vs. ELEVATION (ft)
Time Output Time increment = .2500 hrs
hrs Time on left represents time for first value in each row.
--------- -
56.2500 I ---------------
396.05 ------------
396.05 ---------
396.05 ---------------
396.05 ----------
396.05
57.5000 396.05 396.05 396.05 396.05 396.05
58.7500 396.05 396.05 396.05 396.05 396.05
60.0000 396.05 396.05 396.05 396.05 396.05
61.2500 396.05 396.05 396.05 396.05 396.05
62.5000 I 396.05 396.05 396.05 396.05 396.04
63.7500 I 396.04 396.04 396.04 396.04 396.04
65.0000 I 396.04 396.04 396.04 396.04 396.04
66.2500 I 396.04 396.04 396.04 396.04 396.04
67.5000 396.04 396.04 396.04 396.04 396.04
68.7500 396.04 396.04 396.04 396.04 396.04
70.0000 396.04 396.04 396.04 396.04 396.04
71.2500 ( 396.04 396.04 396.04 396.04 396.04
72.5000 396.04 396.04 396.03 396.03 396.03
73.7500 I 396.03 396.03 396.03 396.03 396.03
75.0000 I 396.03 396.03 396.03 396.03 396.03
76.2500 I 396.03 396.03 396.03 396.03 396.03
77.5000 396.03 396.03 396.03 396.03 396.03
78.7500 396.03 396.03 396.03 396.03 396.03
80.0000 I 396.03 396.03 396.03 396.03 396.03
81.2500 396.03 396.03 396.03 396.03 396.03
82.5000 396.03 396.03 396.03 396.03 396.03
83.7500 396.03 396.03 396.03 396.03 396.03
85.0000 I 396.03 396.03 396.02 396.02 396.02
86.2500 396.02 396.02 396.02 396.02 396.02
87.5000 396.02 396.02 396.02 396.02 396.02
88.7500 396.02 396.02 396.02 396.02 396.02
90.0000 396.02 396.02 396.02 396.02 396.02
91.2500 396.02 396.02• 396.02 396.02 396.02
92.5000 396.02 396.02 396.02 396.02 396.02
93.7500 I 396.02 396.02 396.02 396.02 396.02
95.0000 I 396.02 396.02 396.02 396.02 396.02
96.2500 396.02 396.02 396.02 396.02 396.02
97.5000 396.02 396.02 396.02 396.02 396.02
98.7500 I 396.02 396.02 396.02 396.02 396.02
100.0000 I 396.02 396.02 396.02 396.02 396.02
101.2500 I 396.02 396.02 396.02 396.02 396.02
102.5000 396.02 396.02 396.02 396.02 396.02
103.7500 396.02 396.02 396.02 396.02 396.01
105.0000 396.01 396.01 396.01 396.01 396.01
106.2500 ( 396.01 396.01
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Time-Elev Page 8.03
Name.... MIN DRAIN TIME FOR STORAGE BELOW RISER CREST (3971)
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND_202076.PPW
TIME vs. ELEVATION (ft)
Time Output Time increment = .2500 hrs
hrs Time on left represents time for first value in
--------------- each row.
----------
----------
.0000 ---------------
397.00 -----------
396.98 ---
396.97 396.95 396.93
1.2500 396.91 396.90 396.88 396.86 396.85
2.5000 I 396.83 396.82 396.80 396.79 396.77
3.7500 396.76 396.74 396.73 396.71 396.70
5.0000 396.68 396.67 396.66 396.64 396.63
6.2500 396.62 396.61 396.59 396.58 396.57
7.5000 396.56 396.54 396.53 396.52 396.51
8.7500 396.50 396.49 396.48 396.47 396.46
10.0000 396.45 396.44 396.43 396.42 396.41
11.2500 396.40 396.39 396.39 396.38 396.37
12.5000 396.36 396.36 396.35 396.34 396.34
13.7500 I 396.33 396.32 396.32 396.31 396.31
15.0000 396.30 396.30 396.29 396.29 396.28
16.2500 396.28 396.27 396.27 396.26 396.26
17.5000 396.26 396.25 396.25 396.24 396.24
18.7500 I 396.24 396.23 396.23 396.23 396.22
20.0000 I 396.22 396.22 396.21 396.21 396.21
21.2500 I 396.21 396.20 396.20 396.20 396.20
22.5000 396.19 396.19 396.19 396.19 396.18
23.7500 396.18 396.18 396.18 396.18 396.17
25.0000 I 396.17 396.17 396.17 396.17 396.16
26.2500 I 396.16 396.16 396.16 396.16 396.16
27.5000 396.15 396.15 396.15 396.15 396.15
28.7500 396.15 396.14 396.14 396.14 396.14
30.0000 396.14 396.14 396.14 396.13 396.13
31.2500 396.13 396.13 396.13 396.13 396.13
32.5000 396.13 396.13 396.12 396.12 396.12
33.7500 396.12 396.12 396.12 396.12 396.12
35.0000 396.12 396.11 396.11 396.11 396.11
36.2500 396.11 396.11 396.11 396.11 396.11
37.5000 396.11 396.11 396.11 396.10 396.10
38.7500 I 396.10 396.10 396.10 396.10 396.10
40.0000 396.10 396.10 396.10 396.10 396.10
41.2500 396.10 396.10 396.10 396.09 396.09
42.5000 I 396.09 396.09 396.09 396.09 396.09
43.7500 396.09 396.09 396.09 396.09 396.09
45.0000 I 396.09 396.09 396.09 396.09 396.09
46.2500 396.08 396.08 396.08 396.08 396.08
47.5000 I 396.08 396.08 396.08 396.08 396.08
48.7500 I 396.08 396.08 396.08 396.08 396.08
50.0000 I 396.08 396.08 396.08 396.07 396.07
51.2500 I 396.07 396.07 396.07 396.07 396.07
52.5000 396.07 396.07 396.07 396.07 396.07
53.7500 I 396.07 396.07 396.07 396.07 396.07
55.0000 396.07 396.07 396.07 396.07 396.07
CORNERSTONE TERRACE
PONDPACK OUTPUT FOR ARTIFICIAL WETLAND DESIGN
Type.... Time-Elev Page 8.04
Name.... MIN DRAIN TIME FOR STORAGE BELOW RISER CREST (397')
File.... K:\02\02-070\02076\H&H\CORNESTONE TERRACE WETLAND 202076.PPW
TIME vs. ELEVATION (ft)
Time Output Time increment = .2500 hrs
hrs Time on left represents time for first value in
---
----- each row.
----------
--------- -
56.2500 -----------
396.06 ----------------
396.06 ---------
396.06 -----
--
396.06 396.06
57.5000 396.06 396.06 396.06 396.06 396.06
58.7500 I 396.06 396.06 396.06 396.06 396.06
60.0000 396.06 396.06 396.06 396.06 396.06
61.2500 396.06 396.06 396.06 396.06 396.06
62.5000 396.05 396.05 396.05 396.05 396.05
63.7500 396.05 396.05 396.05 396.05 396.05
65.0000 396.05 396.05 396.05 396.05 396.05
66.2500 I 396.05 396.05 396.05 396.05 396.05
67.5000 396.05 396.05 396.05 396.05 396.05
68.7500 396.05 396.05 396.05 396.05 396.05
70.0000 396.04 396.04 396.04 396.04 396.04
71.2500 396.04 396.04 396.04 396.04 396.04
72.5000 I 396.04 396.04 396.04 396.04 396.04
73.7500 396.04 396.04 396.04 396.04 396.04
75.0000 396.04 396.04 396.04 396.04 396.04
76.2500 I 396.04 396.04 396.04 396.04 396.04
77.5000 396.04 396.04 396.04 396.04 396.04
78.7500 396.04 396.04 396.04 396.03 396.03
80.0000 396.03 396.03 396.03 396.03 396.03
81.2500 I 396.03 396.03 396.03 396.03 396.03
82.5000 396.03 396.03 396.03 396.03 396.03
83.7500 396.03 396.03 396.03 396.03 396.03
85.0000 ( 396.03 396.03 396.03 396.03 396.03
86.2500 396.03 396.03 396.03 396.03 396.03
87.5000 I 396.03 396.03 396.03 396.03 396.03
88.7500 396.03 396.03 396.03 396.03 396.03
90.0000 396.03 396.03 396.03 396.03 396.03
91.2500 396.03 396.03 396.03 396.03 396.02
92.5000 396.02 396.02 396.02 396.02 396.02
93.7500 I 396.02 396.02 396.02 396.02 396.02
95.0000 396.02 396.02 396.02 396.02 396.02
96.2500 396.02 396.02 396.02 396.02 396.02
97.5000 396.02 396.02 396.02 396.02 396.02
98.7500 396.02 396.02 396.02 396.02 396.02
100.0000 I 396.02 396.02 396.02 396.02 396.02
101.2500 396.02 396.02 396.02 396.02 396.02
102.5000 396.02 396.02 396.02 396.02 396.02
103.7500 396.02 396.02 396.02 396.02 396.02
105.0000 396.02 396.02 396.02 396.02 396.02
106.2500 I 396.02 396.02 396.02 396.02 396.02
107.5000 396.02 396.02 396.02 396.02 396.02
108.7500 I 396.02 396.02 396.02 396.02 396.02
110.0000 396.02 396.02 396.02 396.02 396.02
111.2500 ( 396.02 396.01 396.01 396.01 396.01
112.5000 396.01 396.01 396.01 396.01
Wetfan?s Trao.ki?.w _;..

' Facility Name Cornerstone Park (Almo Property) see also 03-1529
Project Number 00 1530 ? Express
t ,
Project Type purpose of construction / development I County \ ake
Location UT Turkey Creek I County2

Received From APP
COE ID # t
1•, Region 1 t,
leigh r
Received Date December 8, 2000 COE Susp Datey < Reg. Contact : S e Mitchell
Sent to Region Date 12/12/2000 DCM Susp Date; = .F
Rcvd Region Date TIP Number Payment Date
?:rLast Action Date January, 26, 2M]
More Info Requested 8/16/2002
Amount Paid
Last Action Issue General More Info Received, Payor

'Latitude (ddmmss),355311 Mitigation ? # Check #
Longitude (ddmmss) 784410 COC Received Date _ Y r t.

Public Notice Written Public Notice Comment Period
Date; , ReceivedDatet,: Ends Date
?r
Strew
Class Area Are
acres ) Le gth rtgth

etla
Permit nd Wetland" Score
cart # W (acre'
Stream
Wetia d
Subbasin
s Req. (f et) ebt)
e impact
T
Type Type Index Prim
Clas
a Supp. Appr R ppr.
OY ON
BA ?3-J O Y S N

WRP Mitigation
Project 1Netland Wetland Area Length Completion
SUbbesin Per n- Inter-

MitltionType Number Type a
Class ( cres f ) , ( eat) Date
ni 'I mittent

Cornerstone Park - Tract 6
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 603
Flow Element Rectangular Cha
Method Manning's Form,
Solve For Channel Depth
Input Data
Mannings Coeffio 0.050
Slope 40tl0i)0 ft/ft
Bottom Width 15.00 It
Discharge 4.34 cis _ ?? ..

Results 1

Depth
0.12 ft J
Flow Area 1.9 IF
&N

Wetted Perim

15.25 It
p ,
c ..

N ?-
Top Width 15.00 ft ?'
5c
Critical Depth 0.14 It °

Critical Slope
0.072305 ft/It r
twrr:
i '
Velocity 2.32 It/4
Velocity Head 0.08 it
Speoft Eners 0.21 It
Froude Numbi 1.16
Flow Type 3upercritloal
LEVEL SPEADER DESIGN CALCULATION

Design Parameters - -
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q=, .4-4 cfs
D. GS
Final Design
Length = < feet
Flow Depth = 0: Z feet
Avg. Gradient = a ft.Jft.
Flow = cfs
Velocity = '?r?•y- .?. fps
Project Englnsef: Withers & Ravenel
1:l..loomerstonelract6Wveispreader.fm2 withers & Ravenel F4 Master v6.0 [614b]
04/25/01 04:54:20 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] 1 Page 1 of 1

FES1008
LEVEL SPEADER DESIGN CALCULATION
Design Parameters
• Use 2-year storm event
" Assume downstream diffuse flow
" Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
*4lwrringT"a1u&for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient 0.541
1 = Rainfall Intensity (5-min. Tc) in./hr. 5.76
A = Drainage Area, ac. 7.55
Q = 23.53 cfs
Final Design
Length = 30 feet
Flow Depth = 0.1 feet
Avg. Gradient = 10158 ft./ft.
Flow = 23.53 cfs-
Velocity = 2.5 fps
I
Channel Calculator
Given Input Data:
Shape ........................... Rectangular ` -
Solving for ..................... Depth of Flow
Flowrate ........................ 23.5400 cfs
Slope ........................... 0.0358 ft/ft
Manning's n ..................... 0.0500
Height .......................... 10000.0000 ft
Bottom width .................... 30.0000 ft
Computed Results:
Depth ........................... 0.3093 ft
Velocity 2.5370 fps
Full Flowrate ................... 23.5400 cfs
Flow area ....................... 9.2786 ft2
Flow perimeter .................. 30.6186 ft
Hydraulic radius ................ 0.3030 ft
Top width ....................... 30.0000 ft
Area ............................ 9.2786 ft2
Perimeter ....................... 30.6186 ft
Percent full .................... 100.0000%
Page 1
TQgc.T io - I4-
LEVEL SPEADER DESIGN CALCULATION
HW#10
Design Parameters
" Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
;-Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-n
A = Drainage Area, ac.
Q = 10.01 cfs
Final Design
0.488
5.76
3.56
Length = 35 feet
Flow Depth = 0.166 feet
Avg. Gradient = '-40.43 :lfb- -?>
Flow = 22.13 cfs
Velocity = 2.06 fps fa w
Channel Calculator
Given Input Data:
Shape ......................... .. Rectangular
Solving for ................... .. Depth of Flow
Flowrate ...................... .. 10.0100 cfs
Slope ........................... 0.1300 ft/ft
Manning's n ................. .... 0.0500
Height .......................... 10000.0000 ft
Bottom width ............... ..... 35.0000 ft
Computed Results:
Depth ....................... .... 0.1140 ft
Velocity .................... .... 2.5086 fps
Full Flowrate ............ ....... 10.0100 cfs
Flow area ................. ...... 3.9903 ft2
Flow perimeter ......... ......... 35.2280 ft
Hydraulic radius ....... ......... 0.1133 ft
Top width ................. ...... 35.0000 ft
Area ......................... ... 3.9903 ft2
Perimeter ................. ...... 35.2280 ft
Percent full ............... ..... 100.0000%

Page 1

-IF.4Cf' /0-14
FES#5
LEVEL SPEADER DESIGN CALCULATION
Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
4anaiggs;,n-value for downstream conditions, n 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
?.: t' 1 = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
F040,64g. n
Q = 7.34 cfs
Length =
Flow Depth =
Avg. Gradient =
Flow =
Velocity =
474eet
0.18 feet
7.34 cfs
ur'.?,?'13 fps.,
Channel Calculator
Given Input Data:
Shape .............. ............. Rectangular
Solving for ....... .............. Depth of Flow
Flowrate .......... .............. 7.3400 cfs
Slope ............... ............ 0.0667 ft/ft
Manning's n ..... ................ 0.0500
Height .............. ............ 10000.0000 ft
Bottom width ... ................. 17.0000 ft
Computed Results:
Depth ........................... 0.1794 ft
Velocity ........................ 2.4073 fps
Full Flowrate ................ ... 7.3400 cfs
Flow area ..................... .. 3.0490 ft2
Flow perimeter ............. ..... 17.3587 ft
Hydraulic radius ........... ..... 0.1756 ft
Top width ..................... .. 17.0000 ft
Area ............................ 3.0490 f:2
Perimeter ..................... .. 17.3587 ft
Percent full ................... . 100.0000%
/V
0.465
5.76
2.74

c I
fu V'
CI
'
17/14V IL,
? v vl

Page 1
WITHERS & RA VENEL Engineering & Surveying, Inc.
111 MacK
enan Drive, Cary N. C. 27511.919/469-3340• FAX.• 9191467-6008 June 11, 2001 Cq"&j, jtu./
7ior
Mr. Todd St. John
Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Re: Cornerstone Park
DWQ Project #: 001530
Dear Mr. St. John,
ki-`
1!i L rV
f
The Cornerstone Park development received approval from the Division of Water Quality
for Neuse River Buffer Rules on January 26, 2001. The applicant was required to
demonstrate that storm water would be directed to flow at non-erosive velocities across
the entire protected buffers as a condition of approval. Enclosed are plans and
calculations that support compliance with this condition.
To achieve non-erosive velocities for storm water discharging into the protective buffet
areas, we propose using level spreaders of adequate size and shape at all sources of
concentrated flow. We recently obtained from you, information on level spreader design
that was presented at a NCDOT Level Spreader Workshop. Using this information, we
incorporated the following basic principles in our level spreader designs:
1. Concentrated flow enters the spreader through a pipe. We have tried to keep our
discharges from pipes relatively low. This principle resulted in numerous
discharge points rather than one or two major points of discharge. Low dischatge
rates should help in successfully reaching non-erosive downstream velocities.
2. Pipe flows are retarded by the used of adequately sized riprap dissipater pads,
whereby, energy is dissipated.
3. The flow is distributed throughout a level spreader, a long linear shallow trench or
berm. The level spreader helps reduce concentrated flow thereby, increasing the
effectiveness of the protective buffers to remove sediment, total nitrogen, and
total phosphorus.
Specific parameters that we used in our level spreader designs were:
I . Design storms - Level spreaders were designed to treat the water quality storm
similar to any other BMP (best management practices). This is often the first
flush event, typically the 1-inch storm event. In lieu of using the 1-inch storm;
we have chosen to use a more conservative 2-year storm event in our designs.
Peak flows were determined using the rational method.
2. Design to Avoid Downstream Erosion - downstream conditions were considev?ed
in determining allowable flows over a level spreader. The length of the spreader
was determined by "what is" on the downstream side. Ground coverings and
slopes on the downstream side of the level spreader were considered in
determining allowable velocities, which is the maximum velocity of water before
it causes erosion. Level spreader lengths were chosen so that velocities were not
exceeded. The Continuity and Weir Equations were used to calculate the
minimum level spreader length.
The Cornerstone Park development has many tracts being developed with a variety of
single-family and town home products. Plans and supporting calculations are enclosed
for each residential tract within the project. We believe the design plans will ensure none
erosive velocities of storm water into the protected buffer.
Thank you in advance for your support of this project. Please feel free to call me if you
have any specific questions or concerns.
Sincerely,
/Jer:ryJ.nsen, P.E.
Project Manager
Cc: Ken Jesneck
Highway 70, LLC
Jennifer Burdette - Soil & Environmental Consultants
T94tcT aS
FES #19
LEVEL SPEADER DESIGN CALCULATION
Design Parameters
" Use 2-year storm event
E
" Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
" Maximum allowable downstream velocity, Va= 2.5 fps
• Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
,i C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
1 A = Drainage Area, ac.

Q = 22.13 cfs
Length =
Flow Depth =
Avg. Gradient =
Flow =
Velocity =
Channel Calculator
0.166 feet
x0.053 ft./ft.
22.13 cfs:*
fps
Given Input Data:
Shape ............ ............... Rectangular
Solving for ..... ................ Depth of Flow
Flowrate ........ ................ 22.1300 cfs
Slope ............. .............. 0.0530 ft/ft
Manning's n ... .................. .1?1,
Height ............ .............. 10000.0000 ft
Bottom width . ................... 65.0000 ft
Computed Results:
Depth .......................... . 0.1656 ft
Velocity ....................... . 2.0562 fps
Full Flowrate ............... .... 22.1300 cfs
Flow area .................... ... 10.7628 ft2
Flow perimeter ............ ...... 65.3312 ft
Hydraulic radius .......... ...... 0.1647 ft
Top width .................... ... 65.0000 ft
Area ............................ 10.7628 ft2
Perimeter .................... ... 65.3312 ft
Percent full .................. .. 100.0000%
0.582
5.76
Page 1
?J FA['l a
LEVEL SPEADER DESIGN CALCULATION
FES#7
Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
" Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
" Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient 0.601
1 = Rainfall Intensity (5-min. Tc) in./hr. 5.76
A = Drainage Area, ac.;
Q = 7.62 cfs
Final Design
Length = 25 feet
Flow Depth = 0.14 feet
Avg. Gradient = %0.07 ft./ft.
Flow = 7.62 cfs
Velocity = FS fps
Channel Calculator
Given Input Data:
Shape ............
Solving for .....
Flowrate ........
Slope .............
Manning's n ...
Height ............
Bottom width.
Computed Results:
Depth ...................
Velocity ................
Full Flowrate ........
Flow area ............
Flow perimeter ....
Hydraulic radius ..
Top width .............
Area .....................
Perimeter .............
Percent full ..........
......... Rectangular
.......... Depth of Flow
.......... 7.6200 cfs
........ 0.0700 ft/ft
............ 0.0500
........ 10000.0000 ft
............. 25.0000 ft
0.1429 ft
1330 fps
7.6200 cfs
3.5724 ft2
. 25.2858 ft
..... 0.1413 ft
. 25.0000 ft
3.5724 ft2
25.2858 ft
100.0000%
Lv
Page 1
OF W ATFR Michael F. Easley
?O? QG Govlernor
r
William G. Ross, Jr.Secfetary
N* Department of Environment and Natural Resolurces
Kerr T. Stivens
Division of Water Quality
March 1, 2001
Ms. Jennifer Burdette
Soil & Environmental Consultants
11010 Raven Ridge Road
Raleigh, NC 27614
Dear Ms. Burdette:
Re: Cornerstone Park project
DWQ# 001530
Wake County
Thank you for your letter of February 14, 2001 which requested removal of
condition No.3 on our 401 Water Quality Certification for this project dated January 26,
2001. As you are aware the Neuse River Buffer rules require that sheetflow be
established and maintained through the buffer or on-site stormwater managemeht be
done to reduce nitrogen. As condition No.3 states (in part) "... unless yot can
demonstrate that non-erosive sheetflow will occur from these areas and be treatod by
protected stream buffers." Therefore, You must provide either 1) assurance that
sheetflow will be achieved or 2) provide on-site stormwater management to mdt this
condition. Our experience is that sites with large amounts of impervious surface (such
as this site) have a hard time achieving sheetflow.
Therefore DWQ will not remove this condition from your approval sincO it is
required by the Neuse River Buffer rules. Please call me at 733-9646 with any
questions or call Todd St. John at 733-9584 regarding technical questions concrarning
sheetflow.
incerely,

Cc: DWQ Raleigh Regional Office
Central Files
File Copy
Todd St. John
Danny Cotton, Highway 70 LLC
N76 Ifl R
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax: [phone]
L 40 4 e69d 999 vsQL (EOZ) Hsn 80L90 lO 'tincpajvm PBOH OPts)IM13 LE '0ul '$PO4laW p eBH ® WV
I44 L910'9/ AOPBWMOI-A I*~vw J? SJURIM ZujJ'pa9jd9j9A UO
leuanea g *J04W :Jeeul9u3 pa(ad
9dl (:a:FZ = 40019n
sl0 a = M013
1;/1 = JUell>eJJ '6ny
Jul = 41de0 N101.A
Joel ?Z = 416uen
slo 73(4 Y? = D
-08 `eeiv 96euleia = y
?4l'ul (ol 'ulw-g) Alsualul Ilelulea =1
Z lua!ol}leoa }lounN = a
(uollenb3 leuollea) dl0 = b
50'0 = u 'suolllpUOO weeilsuMop jol enlen-u s6uluuew „
sdl g'Z =eq 'Alloolan weailsumop opemolle wnwlxeW
'ole '4olnw deal `spoom - suolllpUOo weoalsuMoa
moll esn}llp weeilamop ewnssy „
luena wools aeeA-Z asn .
L La9Zrn0
)IOGDOOVAI
leUlj
4o-uv U101d0 NJIS30 N30`d30"GA31
jwwomdn; I adAj mold
9L1 L wnN apnoad
u ZZ'0 3 su3 OwadS
u 80'0 WQH APOIGA
v!i? a31dN1 wu c''z '`RMOA
1.:J ANVIAM wu 6vsa9o'o as IWWO
u 9 L'0 dso 190WO
u 00'9z 41pIM dol
5 ffm' u LZ'$Z ?, ued POUGM 94 Ve WON Mo
?... '?'., slinaaa
%0 go's
u 00'92 awwoma
4wm WOU08
wu 00000 L
pg0.0 OVIS adolS
DO s0uluuRn
also Indul
41d90 Ieuu840 ,oA 0/409
iuuod a,MAUUmW POLOW
340 Aint3ualaaa awala M01d
1,0Z 83d tv 49"WPOM
uoll lo0lWd
leuue4o aeinSuspea JOI 4GG4mPOM
)Ped GUOWSWOO
Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 202
Flow Element Rectangular Che
Method Manning's Formi
Solve For Channel Depth
Input Data
Manning* CoefBc 0.050
Slope 070000 ft/ft
Bottom Width 50.00 It
Discharge 21.05 cfs
Results
Depth 0,17 It
Flow Area 8.7 it'
Wetted Perimr 50.35 It
Top Width 50.00 It
Critical Depth 0.18 ft
Critical Slope 0.065543 1Vft
Velocity 2.43 ft/s
Velocity Head 0.09 ft
Speolilc Ene ft
Frauds N 1.03
Flow Type 3upe2LEVEL SPEADER DESIGN CALCULATION

Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q = 02/. D? cfs
Final Design
Length =
Flow Depth =
Avg. Gradient =
Flow
Velocity =
?v feet
feet
-ft./ft.
. D cfs
fps
0. S
-7G
.3
Project Engineert Withers & Revenel
1:1,..k oilectorslrevisionVevelspread.fm2 withers & Ravel FbwMaster 0.0 (61 4b]
04125/01 11:00:54 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 204
Flow Element Rectangular Che
Method Manning's Form
Solve For Channel Depth
Input Data
Manning* Coeffic 0.050
Slope 16-mixi ftM
Bottom Width 15.00 ft
Discharge 4.11 cis
Results
Depth 0.11 ft
Flow Area 1.7 ft°
Wetted Perim 15.23 ft
Top Width 15.00 ft
Critical Depth 0.13 ft
Critical Slope 0.073122 ft/ft
Velocity 2.43 Me
Velocity Head 0.09 ft
Specific Enerc 0.20 ft
Froude Numb, 1.27
Flow Type iupercritkal
ke
LEVEL SPEADER DESIGN CALCULATION
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
" Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. To) in./hr.
A = Drainage Area, ac.
Q = cfs
Final Design
Length = 14' feet
Flow Depth = .// feet
Avg. Gradient = D. /45 ft./ft.
Flow = !. it cfs
velocity = -2-0 fps
g?
Project Engineerl Withers & Rsvenel
I:\..bollectom\revleion\levelspread.fm2 Wlews i Ravens! Flo aster v6.0 [614b]
0425/01 11:04:37 AM 0 Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] 1 Page 1 of 1
Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 401
Flow Element Rectangular Chg
Method Manning's Forme
Solve For Channel Depth
Input Data
Mannings Coefflc 0.050
Slope - 200000 tm
Bottom Width 35.00 ft
Discharge 6.91 cfs
Results
Depth 0.08 ft
Flow Area 2.8 V
Wetted Perim( 35.16 ft
Top Width 35.00 ft
Critical Depth 0.11 ft
Critical Slope 0.077455 Wit
Velocity 2.46 We
Velocity Head 0.09 ft
Specific Eners 0.17 it
Froude Numb, 1.53
Flow Type Supercritical
LEVEL SPEADER DESIGN CALCULATION
I
Design Parameters
* Use 2-year storm event
Assume downstream diffuse flow
* Downstream conditions - woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q = G • ? cfs
Final Design
Length = ?1< feet
Flow Depth = O$_ feet 10. Avg. Gradient = o ft./ft.
Flow = -?? cfs
Velocity = ?., fps
6.75'
Project Engineer:' % there & Ravenel
I:V..bolleotors\revislon\levelepread.fm2 Withers & Ravsnel Fiowlulaater v6.01614b]
04!25101 11:15:06 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1
Cornerstone Park
Worksheet for Rectangular Channel
Project Description
Worksheet At FES 402
Flow Element Rectangular Chi
Method Manning's Formi
Solve For Channel Depth
Input Data
Mannings Coeffc 0.050
Slope 125000 ftM
Bottom Width 30.00 ft
Discharge 8.75 cfs
Results
Depth 0.12 ft
Flow Area 3.5 W
Wetted Perimr 30.23 ft
Top Width 30.00 ft
Critical Depth 0.14 ft
Critical Slope 0.071315 tuft
velocity 2.50 No
Velocity Head 0.10 ft
Specft Enerf 0.21 ft
Froude Numb, 1.28
Flow Type 3upercritlcal

LEVEL SPEADER DESIGN CALCULATION
Design Parameters
* Use 2-year storm event
* Assume downstream diffuse flow
* Downstream conditions • woods, leaf mulch, etc.
* Maximum allowable downstream velocity, Va= 2.5 fps
* Mannings n-value for downstream conditions, n = 0.05
Calculations
Q = CIA (Rational Equation)
C = Runoff Coefficient
I = Rainfall Intensity (5-min. Tc) in./hr.
A = Drainage Area, ac.
Q = b.?-5 ?cfs
Final Design
Length = __?.. ?o feet
Flow Depth = 6. feet
Avg. Gradient = _ ) • 'Z ?ft./ft.
Flow = cis
Velocity = o fps
o ?/
Project Engineer; Withers & Revenel
1:\...lcoilectorslrevision\levelspreed.fm2 withers 3 Ravowl Flo-kMaster v8A 1614151
05MI /O1 11:49:Oe AM ®Haested Methods, Inc. 37 Brookskie Road Weterbury, CT 06'708 USA (203)765-16W Page 1 of 1
i
` Soil & Environmental Consultan Inc.
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] F x: [phone]
Web Page: www.SandEC.com
FEB 1 Q
February 14, 2001
Mr. John Dorney
NCDENR-DWQ
2321 Crabtree Boulevards
Raleigh, North Carolina 27610 / j
s?
RE: 401 Water Quality Certification & Neuse River Buffer Rule Approval
Cornerstone Park (Almo Property)
Raleigh, Wake County, North Carolina
S&EC Project J#: - 00-5268
DWQ Project #: 001530 _-
-NBRRO Project #: 00-155
Dear Mr. Dorney:
Thank you for the prompt response to our Neuse River Buffer Rule compliance request
(December 7, 2000) for the proposed Cornerstone Park. However, The response included an
approval of the 401 Water Quality Certification (WQC) with additional conditions in
addition to the buffer compliance approval. As indicated in the approval, the project
proposes to impact 0.14 acre of wetlands and 96 linear feet of stream channel. The
General Certification for Nationwide Permit 39 indicates that proposed fill or substanti
modification of equal to or less than 1/3 acre of wetlands or 150 linear feet of cumulati
impact for all streams for a project does not require written concurrence from the North Carolina Division of Water Quality (NC DWQ). We indicated in our application that t s
was not a request for a 401 WQC and no permit application fee was paid since we did t
request a 401 certification.
Because the proposed project impacts do not exceed the General Certification threshol
for written concurrence, a 401 WQC approval from NC DWQ is not required. Based
previous projects and conversations between you and Kevin Martin of S&EC, it is our
understanding that this condition applies only to 401 WQCs and does not apply to bufl
compliance approvals. Therefore, the 401 WQC additional condition #3 should not ap
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assess ents/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] 9 [phone] • [phone]
February 14,
S&EC Project #: 00•
2
to the proposed Cornerstone Park project. We request the Neuse River Buffer Rule
approval be re-issued without the 401 WQC condition #3.
Also, the applicant proposes to place the required restrictions on the deeds for each
individual lot (condition #1) at the time of recordation, which will exceed the 30 day
limit stipulated in the condition. Therefore, we also request modification of this
condition to allow the deed restrictions to be implemented at the time of recordation.
Please call me at [phone] or mobile at [phone] to discuss the revisions c
this approval as soon as possible. The client is moving forward with his current design
and needs a comfort level that the plans will not require revision to include stormwater
treatment.
Sincerely,
SOIL & ENVIRONMENTAL CONSULTANTS
Jennifer A. Burdette
Environmental Scientist
c: Danny Colton, Highway 70 LLC
Jerry Jenson, Withers & Ravenel
.1
ot?- V4?o
I ti I T

o 1;jjj? *c
January 26, 2001
Wake County
DWQ Project 4: 001530
APPROVAL OF 401 Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Highway 70 LLC
12429 Falls of the Neuse Road
Wake Forest, NC 27587
Attachment
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.14 acres f wetlands,
and 96 linear feet of streams to construct the cornerstine Park development (Almo Property), as you described in your application
dated December 7, 2000. This approval is valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but rot limited to) Sediment d Erosion
Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the
accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to send us a new appiication.. If the property s sold, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complyi g with all
conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be equired as
described in 15A NCAC 2H .0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permi expires or
as otherwise provided in the General Certification. For this approval to be valid, you must follow the conditions li?ted in the
attached certification and any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or areas within 50
feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water im act. These
mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whiche er is later).
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers.
3. An additional condition is that a final, written stormwater management plan shall be approved by this Office f r any areas
exceeding-34%-rmpenuous surface before the-impacts specified in this_Certification occur, less you can dem nstratefia,
rion erosive s#resiftQ will_?cuLfrom_these areas and be treated by protected stream buffer . ormwater anageme
plan must include plans and specifications for stormwater management Ta-cMm-Ttemgned-W remove 85% TSS according t
the most recent version of the NC DENR Stormwater Best Management Practices Manual. Also, before an permanent
building is occupied at the subject site, the facilities, as approved by this Office, shall be constructed and operatic nal, and th
stormwater management plan, as approved by this Office, shall be implemented. //
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must ct within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 1508 of•the
North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-447. This
certification and its conditions are final and binding unless you ask for a hearing. i
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If + have any
questions, please telephone John Domey at 919-733-9646.

cc:
ER'WII
i
06EWNR
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Jennifer Burdette; Soil & Environmental Consultants
Todd St. John
9z
ot$Q,ok "
Governor
Secretary
Resources
T. Stevens

Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1
Wetlands/401 Unit: [phone]
Fax: [phone]
William G. (Bill)
Department of Environment and N
Division of
c re ,
r . Stevens
Q
W' W"
" 149?
u I
.400#
?OA 1 ?J$
>_IL&U- N. =i
Q ,Iqiii? ,?.
DWQ Project No.: County:
Annlirant-
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rtes, and any
subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may be returned to DWQ by the
applicant, the applicant's authorized agent, or the project engineer.lt is not necessary to send certificate from all of
these. -
Applicant's Certification
1, , hereby state that, to the best of my abilities, due care and Iligence was
used in the observation of the construction such that the construction was observed to be built withi substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
and other supporting materials.
Signature: Date:
Agent's Certification
1, , hereby state that, to the best of my abilities, due care and Iligence was
used in the observation of the construction such that the construction was observed to be built withi substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and s ecifications,
and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
as a duly registered Professional (i.e., Engineet, Landscape
Architect, Surveyor, ect.) in the State of North Carolina, having been authorized to observe (periodicallyi weekly, full
time) the construction of the project, for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to b built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Signature Registration No. Date i
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1 21
Wetlands/401 Unit: [phone]
Fax: [phone]
]?I
NI
Governor
William G. (Bill) Ros Secretary
Department of Environment and Natur I Resources
Ke r T. Stevens
Division of ater Quality
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WO Supervisor: Kan ,SthuRter
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Cornerstone Park (Almo Property) County Wake
F
Project Number 00 1530 County2
Recvd From APP Region Raleigh
Received Date 12/8/00 Recvd By Region
Project Type
Certificates Stream Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet "-
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 39 OTH OO Y _0N F_- 27-33-2 F _F NSW 30,402. 0.17 F-
l2 (-_ o Y o N F_r(-f -r-F_- r-- F-
FN-BR F_ O Y @ _NF_ ? F_F- F- F- I
Mitigation Wetland
MitigationType Type Acres Feet
I _F_ I F_
(ft.)

Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation:Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
[_nmmanf z-
cc: Regional Office Page Number 1
Central Office
Wetlands Tracking
Protects.
Facility Name Cornerstone Park (Almo Property) I County Wake
Project Number 00 1530 County2_
0Inactive Region alei
Project Type purpose of ' DCM Office j
Location UT Turkey Creek I COE Office alei
f
4015 Last Total Total Total M4 Total
Recvd Sent to Recvd Action 401 401 Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
APP 12-8-2000112/12/2000,1 401
401
Total for Project:
Inspections/ 'Violations
Inspection Date Inspector Compliant Letter Type Date Sent
?OY ON + ?-
1 I 1
IV
Reply Date Current St
_? Inspect.
i
I.
16:14 FAX [phone] WITHERS & RAVENFI. S & EC 2002
T'JE} 15.40 WAKEFIELD DEVELOPERS LLO TEL:[phone] P. 005
WAT4?4
O G
r
Michael F. Easlay
Governor
William G. (Bill) Ross Socrelary
Department of Environment and Natural Resources
Karr Y, 6tevens
Division of Watof Quality
January 26, 2001
Wake County
DWQ Project #; 001530
APPROVAL OF 4010uallty CartlAoatlon And ADDITIONAL CONDITIONS and Neuse River Duffer Rulea
Highway 70 LLD e w ??
12426 Falls of the No= Road ? C
Wake Forest, NC 27587 S o
Dear $Ira;
You have our approval, in accordance with the attached conditions and those listed below, 10 impact 0.14 acres of wdtlands,
and 66 linear feet of streams to conslmcf the comersline Park development (Alma Property), as you described In your application
dated December 7, 2000. This approval is valid for the Neuse River buffer rules (15A NCAC 2B .033). In addition, you should got
any other federal, stale or local permila before you go ahead with your project including (but not limited to) Sediment and Erosion
Control, Coastal Siormwaler, Non-Dischargo and Water Supply Watershed regulations. This approval will expire whOn the
accornpohying 404 or CAMA permit expires unless otherwise specified In the General Certification.
This approval Is only valid for the purpose and design that you described in your application except as modified below. If
you change your project, you must notify us and you may be required to sand us a new application.. It the property is sd.ld, the
new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying kh 311
condilians. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation maybe required as
described in 15A NGAC 211,0506 (h) (6) and (7). This approval shall expire when the corresponding Nationwide Permit expires or
ae otherwise provided in the General Certification, For this approval to be valid, you must 10ow the conditions listed in the
attached certification and any additional conditions listed below,
1. Dead notifications or similar mechanisms shall be plaoed on all remaining jurisdictional wetlands and waters or areas within 50
foot of all streams and ponds to notify the state In order to assure compliance for future wetland and/or water impact. These
mechanisms shalt be put In place wiltifn 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later),
2. Stormwater shall be directed to flow at non-erosive velocities across The entire protected stream buffers,
3. An additional oondition is that a final, written stormwatar management plan shall be approved by this Office for any areas
exceeding 30 % impervious surface before the impacts specified in this Carilfication occur unless you can demonairkm ttiat
non-srosivs sheetttow will occur from these areas and he treated by protected stream butlers. The slormwaler management
plan must include plans and specifications for storrnWater management facilities designed to remove 85% TSS according to
the most recent version of the NC DENA Stermwater Best Management Practices Manual. Also, before any permanent
building is occupied at the subject silo, the lacililias, as approved by this Office, shall be constructed and operational, and the
stormwaler management plan, as approved by this Office, shall be Implemented.
If you do not accept any of the conditions of this certification, you may ask for an adjudicalory hearing, You muel acl within 60
days of the dale that you receive this latter, To ask for a hearing, send a written petition, which conforms to Chapter 1508 of the
North Carolina General Statutes to the Office of Adminisirativa Hearings, P.O. Box 27447, Raloigh, N.G, 27611.7447!. This
cerlitlcation and its conditions are final and binding unless you ask for a hearing.
This letter complelos the review of the Division of Water Quality under Section 401 of the Clean Water Act. it you havo any
questions, please telephone John Dorney at 919-733-9646,
ra ,
r Stevens
. 'o
Attachment
co: Corps of Engineers Raleigh Field office
-flaleigh OWO Regional Office
File copy
Control Files
Raleigh Division of !rand Resources
Jennifer Burdens; Soil & Environmental Consultants
Todd St, John
This is a request for buffer compliance only. Therefore, a check is not enclosed.
December 7, 2000
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney Attn: Ms. Amanda Jones
4401 Reedy Creek Road 6508 Falls of the Neuse Rd., Ste. 120
Raleigh, NC 27606 Raleigh, NC 27615
RE: Nationwide Permit 12 & 39/Buffer Compliance Request ,
Cornerstone Park (Almo Property)
Raleigh, Wake County, North Carolina
(LatitudelLongitude: 35°53'20" N 78°44'09" W) i1FC 8
S&EC Project #: 00-5268
DWQ Project #: 00-0782
NBRRO Project #: 00-155
Dear Mr. Dorney and Ms. Jones:
On behalf of Highway 70 LLC (property owner), we hereby request authorization from
the US Army Corps of Engineers to use Nationwide Permit 39 to cover permanent
impacts and Nationwide 12 to cover temporary impacts to stream channels and wetlands
resulting from construction of the proposed Cornerstone Park development. We also
request confirmation from the NC Division of Water Quality (NC-DWQ) that the project
complies with the Neuse River Basin (NRB) buffer rules. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization forth
The proposed project consists of installation of infrastructure necessary to support a
mixed-use development, such as roads, sanitary sewer service, and storm water detention
structures. It is located in the northeast quadrant of the Ebenezer Church Road (SR 1647)
and US 70 intersection excluding the existing Carmax development. Please refer to the
attached map (Figure 1) for the location of the proposed project on a USGS topographic
quadrangle.
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental A,?
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Western Branch Offices: [phone] • [phone] • [phone]
December 7, *00
S&EC Project #: 00-5168
Page 2
S&EC delineated the wetlands and jurisdictional waters present on the subject property in
September 2000. A paper copy and digital file of the survey is enclosed. A mylar and
two paper copies of the survey that have been signed by the surveyors have been
submitted under a separate cover. Two data forms completed for the wetland delineatibn
are also enclosed. We request a USACE site meeting or office determination whichever
is most convenient to verify the delineation. Upon approval of the delineation, please
retain the digital file for your records and return the signed mylar and one paper copy for
the applicant's records.
The proposed project involves road crossings of two intermittent and one perennial
stream; sanitary sewer crossings of one perennial, one intermittent stream, and two
wetlands; storm water structures across one perennial and one intermittent stream; and
discharging fill into seven relatively small seeps and headwater forest wetlands to prepaxe
residential/commercial lots within the development. The storm water detention structures
are proposed to satisfy the City of Raleigh's requirement to retain and release storm water
from 2- and 10-year storm events at discharge based on pre-existing zoning conditions.'
Proposed road crossings and the storm water detention structures will be constructed
using bottomless culverts thereby avoiding any impacts to the stream channels. The table
below itemizes and provides a description of each proposed impact to waters of the USF
Please refer to the attached Wetland and NRB Impact Map (7 sheets) for the location of f
each impact.
TYPE OF PERMANENT TEMPORARY
PERMIT IMPACT JURISDICTIONAL IMPACT IMPACT
VIEW NUMBER TYPE AREA (SQ. FT.) (SQ. FT.)
39 Roadway fill See 2708 0
39 Residential Seep
p 1004 0
lot fill
I 39 Residential Seep 60 0
Sheet lot fill
1
S
it
See
0
60
an
ary
12 sewer Perennial stream
channel 300
crossing (10' wide x 30 LE)
39 Residential Seep
p 167 0
lot fill
I
sheet
39 Residential
Seep
81
0
2 lot fill
39 Residential Seep
p 998 0
lot fill
II NA NA NA NA NA
Residential Intermittent
III 39 lot fill stream channel 576 0
(2' wide x 96 LE)
December 7, 2000
S&EC Project #: 00-5268
Page 3
TYPE OF PERMANENT TEMPORA
PERMIT IMPACT JURISDICTIONAL IMPACT IMPACT
VIEW NUMBER TYPE AREA (SQ. FT.) (SQ. FT.)

39 Commercial Headwater
594
0
IV lot fill wetland
39 Roadway fill Headwater 333 0
wetland
nitar
S Seep 0 127
a
y
V 12 sewer Perennial stream
channel 0 240
crossing (8' wide x 3011)
6,521 727
(0.150 ac.) (0.017 ac.)
TOTAL
7,248
(0.166 ac.)
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigatiof
to offset unavoidable losses of waters of the US when impacts exceed the thresholds for
notification (0.10 acre) or if a discharge causes the loss of any open waters. As
mentioned above, utilizing bottomless culverts at all three of the proposed road crossings
that are necessary to provide adequate access to all areas of the property and the two
storm water detention structures eliminated impacts to the stream channels. Please refer
to the attached 12/6/00 letter provided by Jerry Jenson of Withers & Ravenel for an
explanation of the road alignments and the storm water detention structures. Because the
applicant has avoided and minimized impacts through the use of bottomless culverts and
will maintain vegetative buffers on Channels A, B, C, D and E as required by the Neuse
River Basin (NRB) riparian buffer rule, S&EC does not believe compensatory mitigation
should be required by the USACE for this project.
NC-DWQ's current policy does not require written concurrence or mitigation for wetla#d
impacts below 1/3 acre and stream channel impacts below 150 linear feet per tributary for sanitary sewer crossings that meet the conditions of the Water Quality Certification
(WQC) issued for NWP 12. Because the cumulative, permanent impacts to wetlands,
excluding stream channel impacts, (0.14 acre) are below the aforementioned threshold,
the stream channel impact (96 linear feet) does not exceed 150 linear feet, and the
sanitary sewer crossings meet the WQC conditions, S&EC believes that written
concurrence from NC-DWQ for the WQC is not required.
As noted above, Channels A, B, C, D, and E are subject to the NRB riparian buffer rulej,
Please refer to the attached copy of the 11/20/00 buffer subjectivity letter provided by
Bob Zarzecki of the NC DWQ. All three of the road crossings have been designed to
cross the stream channels at a perpendicular angle to minimize impacts to the riparian
buffer. The storm water detention structures were also similarly designed. Additionally,
December 7, *0
S&EC Project #: 00-268
Page 4
each road crossing does not exceed 150 linear feet of stream channel impact or 1/3 acre
of riparian buffer. It is important to note that the cumulative impacts to the riparian
buffer associated with Channel C resulting from a road crossing and storm water
detention structure also do not exceed 150 linear feet of stream channel or 1/3 acre of
riparian buffer impact. Please refer to the attached Wetland and NRB Impact map for
table of the riparian buffer impacts associated with the project and a "no practical
alternative" letter prepared by Mr. Jerry Jenson of Withers & Ravenel, which explain the
constraints of each road crossing and provides a description of the purpose and functioh
of the storm water detention structures. Because the two sanitary sewer crossings are
perpendicular and impact less than 40 linear feet of riparian buffer, they are classified as
exempt activities in the NRB riparian buffer rules. Current NC-DWQ policy allows rodd
crossings without mitigation if the impacts are less than or equal to 150 linear feet of i
stream channel or 1 /3 of an acre of riparian buffer per tributary. Because project impacts
to the riparian buffers are within these thresholds, S&EC believes that riparian buffer
mitigation should not be required.
Sincerely,
Jennifer A. Burdette
Environmental Scientist
Enclosures:
Two Data Forms (USACE copy only)
Wetland Delineation Survey (USACE copy only)
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Wetland & NRB Impact Maps (7 Sheets)
Agent Authorization Form
Withers & Ravenel "No Practical Alternative" letter (12/6/00)
NC DWQ "Buffer Subjectivity" letter (11/20/00)
c: Danny Colton, Highway 70 LLC
Jerry Jenson, Withers & Ravenel
DWQ Project #: 00-0782
TRIAGE INFORMATION
Cornerstone Park (Almo Property)
Highway 70 LLC
Project Type sanitary sewer crossings, road crossings, & lot fill
Permit Type 12 & 14
Stream Name UT to Turkey Creek
River Basin (#) 030402
Stream Index (#) 27-33-2 00153
Stream Class C NSW
Wetland and Water Impacts
Permanent Temporary
Type of Impact Impact
Jurisdictional Area (sq. ft.) (sq. ft.)
See 5018 187
Perennial stream 0 540
channel
Intermittent stream
channel 576 0
2'widex96U.
Headwater wetland 927 0
6,521 727
Total (0.150 ac.) (0.017 ac.)
7,248
(0.166 ac.)
001 53o
DWQ ID: Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit ft 12 & 39
Pre-Construction Notification Application
For Nationwide Permits that Require:
1) Notification to the Corps of Engineers
2) Application for Section 401 Certification
3) Coordination with the NC Division of Coastal Management
Send the original and (1) copy of this completed form to the appropriate field offifie of
the Corps of Engineers (see agency addresses sheet). Seven (7) copies should be slent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name:
2. Mailing Address:
Subdivision Name:
City: Wake Forest
State: NC
Zip Code:
Project location address, including subdivision name (if different from mailing
above): The proposed project will be constructed on currently undevelop?
vronerty that does not have a specific address.
3) Telephone Number (Home): NA
(Work): 919/556-4310
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc Phone: [phone]
11010 Raven Ridge Road Fax: [phone]
i
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic
aerial photograph with scale):
County: Wake
70 LLC
12429 Falls of the Neuse Road
Nearest town or city: Raleigh
or
Specific Location (include road numbers, landmarks, etc.):
The proposed proiect, Cornerstone Park, consists of 104-acre mixed-use
situated in the northeast corner of the intersection of US 70
Ebenezer Church Road (SR 1647) excluding the existing Carmax developmett.
6. Impacted or nearest stream/ river: Unnamed tributary of Turkey Creek
River Basin: Neuse
7a. Is project located near water classified as trout, tidal saltwater (SA), high qu4lity
waters (HQW), outstanding resource waters (ORW), water supply (WS-1 or WS-
II)? YES ? NO ? If yes, explain:
7b. Is the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO 0
7c. If the project is located within a coastal county (see page 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ? If yes, provide Action ID number of pervious permit and any
additional information (including photocopy of 401 certification). Collect r
roads R002 and R003 connect two existing state roads and were permitted asa
single and complete project separate from Cornerstone Park (Action ID #:
200120155).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ? If yes, describe anticipated work:
9a. Estimated total number of acres in tract of land: 104
9b. Estimated total number or acres of wetlands located on project site: 0:19
10a. Number of acres of wetlands' impacted by the proposed project bye:
Filling:
Flooding:
0.150
Excavation: 0.017
Other:
Drainage: Total acres to be impacted: 0.166
' The acreages reported above also include stream channel impacts.
z Please refer to the cover letter to which this application is attached for more detailed
information regarding the impacts.
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before
96' After:
Width Before (based on normal high water contours)
Width After:
Average depth before:
After:
2'
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel: p
Channel Excavation: ? Construction of a Dam/Flooding: ?
Other:
11. If construction of a pond is proposed, what is the size of the watershed draining to
the pond? NA
What is the expected pond surface area?
NA
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
The project consists of construction of the necessary infrastructure, such as access
roads and sanitary sewer service, to support a mixed-use development using':
conventional heav,
13. Purpose of proposed work: The purpose of the project is to construct a mixed-
use development to provide office space and residential housing for the City of
Raliegh. Please also refer to the 12/ 6/ 00 letter prepared by Jerry Jenson of
Withers & Ravenel for an explanation of the road alignments.
E
w
k
14. State reasons why it is believed that this activity must be carried out in
wetlands (include any measures taken to minimize wetland impacts):
Impacts to stream channels resulting from road crossings and construction of
storm water detention structures were minimized by employing bottomless
culverts, which result in no impact to the jurisdictional area. The residential and
commercial lot fills are required to provide the adequate amount of space fad
residential and commercial development of the particular lots. Specifically,
avoiding the linear wetland shown on View IV would impact a significant alEount
of highly valuable commercial property. Please also refer to the attached 12? 6/ 00
letter prepared by Jerry Jenson of Withers & Ravenel for the project's consistency
with the Raleigh's zoning and thoroughfare plan.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) regarding
the presence of any federally listed or proposed for listing endangered or
threatened species or critical habitat in the permit area that may be affected by the
proposed project. Date contacted: (attach responses from these agencies).
Performed by USACE
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Performed by USACE
17. Does the project involve an expenditure of public funds or the use of public (state)
land?
YES ? NO ? If no, go to 18.
a. If yes, does the project require preparation of an environmental document
pursuant to the requirements of the North Carolina Environmental Polity
Act?
YES ? NO ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answer to 17b is YES, then submit appropriate documentation from the stare
clearinghouse to division of environmental management regarding compliance
with the North Carolina Environmental Policy Act.
Questions regarding the State Clearinghouse review process should be directed to
Ms. Chrys Baggett, Director State Clearinghouse, North Carolina Department of
Administration, 116 West Jones Street, Raleigh, North Carolina 27603-8003,
telephone [phone].
18. The following items should be included with this application if proposed activity
involves the discharge of excavated or fill material into wetlands:
a. Wetland delineation map showing all wetlands, streams, lakes and ponds on
the property (for Nationwide Permit numbers 14, 18, 21, 26, 29 and 38)a All
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feeet or
their equivalent. S&EC's wetland delineation has been survey and a paper
copy is attached. A mylar and paper copies of the surveyed stamped by the
surveyor will be submitted directly by Withers & Ravenel under a separate
cover for USACE "sign-off."
b. If available, representative photograph of wetlands to be impacted by Oroject.
C. If delineation was performed by a consultant, include all data sheets relevant
to the placement of the delineation line. Data forms completed during the
wetland delineation are attached.
d. Attach a copy of the stormwater management plan, if required.
e. What is land used of surrounding property? Commercial/Resideiiial
f. If applicable, what is proposed method of sewage disposal?
City of Raleigh sanitary sewer system
g. Signed and dated agent authorization letter, if applicable. Attached
NOTE: Wetlands or Waters of the U.S. may not be impacted prior to:
1. Issuance of a Section 404 Corps of Engineers Permit,
2. Either the issuance or waiver of a 401 Division of Environmental
Management (Water Quality) certification, and
3. (in the twenty coastal counties only) A letter from the North Carolina
Division of Coastal Management stating the proposed activity is consistent
with the North Carolina Coastal Management program.
CZ , l 2 OD
per's/ gent Signature ate
[Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.0)]
-- R1
03 50
BAYLEAF, NC
1993
1 NIMA 52551 NW-SERIES VSA2
,
l O :? ? - -,I• s? zs
i
¦ O t O 1
1 I
c?
0
M w
w J29 0?_
RALEIGH WEST, N. C. 1
n SW/4 RALEIGH 15' QUADRANGLE
t 1 , ?'0 35078-G6-TF-024 j
PHOTOINSPECTED 1988
1968
P
PHOTOREVIEVIS
ED 187
4
J\ c ? ??? DMA 5255 I SW-SERIES 'V842
SCALE 1:24 000
7 0 sae
1o0D o I= 2DOG 3000 4000 am a000 7000 Mw
a o t la o?>en
CONTOUR INTERVAL 10 FEET
NATIONAL OEOOEM %43M .AL DAMN OF I=
PAW= No. SCALE SHM TnM
00-5268
PROJECT MGR, FIE FIGURES 1
_ Q11W, Inc.
Soil W Environmental VO u1?
EH !IA LOCATION mAp
ORAWN BY LO
N, Iwwu..>n?ua.? 1d W Nw&CKdMTM1w?wa .m?P N6Jl01 Raep1?M6-9167
nan wow
/ I -\ \ /
P9 IAMI T WEnAND IMACTS SU111MiY TABLE
VIEW CNMM WEBAID
------ ago (t4 IL)
- - „ i o
M s0
06 0
0
LL27
- v o 0
Tar D6 60 SM FT. (0.15Deces?
- ------------------------
SEE DETAIL CHANNEL ,
1616EItl B[ff8iMgCTSMORYTABLE
I VIEW 7' or _ D ?.,
VIEW CKMOR IDLE •I Z01E2 TOTAL
y
i I as 7,111 1 DN o11
t SEE DETAIL 26 i,Tb3 1B° oms
VIEW 'V' _ - 1 112 5736 Z19
o16
o 0 o D
\ IV p
? w ? ? // ? \ me 4?M 018
CHANNEL ' ` ? ? \ \ v 26 zm 271 am
E CHANNEL
I
?7? 14
' r
h' C - - / \
vve lo 'E DEN
Mu Ac
VIEW II'
CHANNEL
- - % /? ;i/p? 6 ???\\ CHANNEL
awma
SEE DETAIL 8004
VIEW III ; ' - - f r !\ //?/
// r r ' I n I PREMUSLY PERMITTED AS
d SEE DET EBF ?CaOR rx+ AND us 70 ROADS
_ I n(L VIEW IV
? I I i N I ' /i
??
owwoom
// ?? / // r ? w s s m
/ / 1 IW 160 IL
/
E+
W
a a
az?
0
x
azz
x
A
°Wz
?a
PQ E,
P?
0
00
0
0
i
Q?
x
V o
n` 0
-It
u/ 0
M
M
0
06
D7
''nn M Ln
PV 1 N
Q) r
rlo
N U
•? W
?W
.? o
Z
Z
LLJ
Y
U
Q
STORM WATER DETENTION
STRUCTURE IMPACT
ZONE 1 1,258 SF
ZONE 2 199 SF
CHANNEL 25 LF

CULVERT
TO ALLOW
FLOW
CONCRETE
WEIR
v J
CLEARINGS
LIMITS
RESIDENTIAL LOT FILL
WETLAND IMPACT
WETLAND AREA = 167 SF
RESIDENTIAL LOT FILL\
f 1urTi nnln 114DArr
WETLAND AREA = 81 SF

1
MATCH 0 HEET 1
d
RESIDENTIAL LOT FILL
WETLAND IMPACT
WETLAND AREA = 998 SF
O
C
T? r I
W
C
'I
n
n
N
0
h
w
0
u
U
G
ti
N
LLJ
E- G,
W ?
a
O
?aa
q o?21
x?
XEz
azA
as
Wd
za
x
0
Do
0
0
t
r
x
U a
n`?o
Q)
M
CY)
`V q
o)
0
C? co
N
C)
Q/ cu rl o
H U
w
W ?
Z
Z
Y
Q

i
SEE'PICALI
DETAIL 'A'
RESIDENTIAL LOT FILL
WETLAND IMPACT
LINEAR WETLAND AREA = 60 SF
NRB CHANNEL IMPACT
ZONE 1 7,411 SF
ZONE 2 1,649 SF
CHANNEL 86 LF
CUT/FILE

ROADWAY FILL,
WETLAND IMPACT
WETLAND AREA = 2708 SF
1
MATCH TO SHEET 2
1
LESS
I_B_6T'T0__
CULVE T
I
? /1 1
,ems''
RESIDENTIAL LOT FILL,
WETLAND IMPACT
WETLAND AREA = 1004 SF

W Lij rA

U \ \? co

Z
Q)

k
CL
o?
LAJ

ZE

'
\ \\ \
\ Z C7

WETLAND AREA
(TYPICAL)
SANITARY SEWER CROSSING
TEMPORARY WETLAND IMPACT
WETLAND AREA = 68 SF
CHANNEL AREA = 300 SF
VIEW W
1" = 50'
Z

H
x
w
a a
oo?
a Z 2
i4 _?z
°z
cn W
a?
zaE,
O
U
O
O
I
r
U
d
I
W
x
V o
n`? O
W a
M
I
?;>m
U
0
?ro a
co
ao Lo
l!1 •? N
? Z
n 1 r?? r
W M o
•N U
?w
Q
z
Z
LLJ
Y
U
Q

ROADWAY FILL
WETLAND IMPACT
CHANNEL 0 LF
NRB CHANNEL IMPACT
ZONE 1 8, 735 SF
ZONE 2 2,456 Sr
CHANNEL 112 LF
R
CID
C
rri
1
CUT/FILL L
25 50
1
RESIDENTIAL LOT FILL,
\ WETLAND IMPACT
\ CHANNEL = 96 LF 576 S(
\ I
VIEW 'Ill '
1 " = 50'
50
R? Withers & Ravenel
Engineering and Surveying, Inc.
ONSULTINC ENGINEERS r 111 MACKENAN DRIVE, Cary NC 27511 Phone: [phone] Fax: [phone]
e
N-
100
1 inch = 50' ft.
i
CORNERSTONE' PARK, ALMO PROPERTY
RALEIGH, 'NORTH CAROLINA
WETLAND & NRB IMPACT MAP
200
COMMERCIAL LOT FILL, ? \
WETLAND IMPACT \ \
LINEAR WETLAND AREA = 594 SF
ROADWAY FILL, :.= - - - - _
- _- _- _ ___ _-_ __ _ ____
W =
----------- - --------- - ----------------
ETLAND IMPACT
__
= = _ = = _=--_-__---
LINEAR WETLAND AREA 333 SF
--- -------------
HANNEL = 0 LF - - - - ="
_ - ==
C
=- - =
0
----------------------
NRB CHANNEL IMPACT
-
BOTTOMLESS
ZONE 1 6,445 SF ___
CULVERT c n, /
ZONE 2 4,955 SF
CHANNEL 47 LF A
CUT \
/Fl(( LINE
VIEW 'IV'
1 " = 50'
8
N
o
u
x
o .?
n
°w
ILr•
NLy
1+1
W
a a
a2?
OOV
?aa
azz
x
A
a
za?
x
0
U
DO
a
a
r
a
I
W
x
U?
rr--11 ? o
cll,
QE 'T
m
V1 C
0
?ba
co
M n
vl N
z
Q .?` >
/ W
qo
•ti U
Li
w C)
o
z
Q
z
Y
U
Q

STORM WATER DETENTION
STRUCTURE IMPACT
I I CONCR TE ZONE 1 2,088 SF
WEIR ZONE 2 274 SF
\ CHANNEL 25 LF
SANITARY SEWER CROSSING
TEMPORARY WETLAND IMPACT
z ..; . WETLAND AREA = 127 SF
CHANNEL AREA = 240 SF
SEE TYPICAL
\ \ DETAIL 'A'
L SARI NG
\ L TS
\ BOTTOMLESS
\ \ CULVERT TO
\ ALLOW CONTINUOUS
\ FLOW. 1
VIEW 'V'
1 50'
TYPICAL DETAIL 'A'
BOTTOMLESS
CULVERT
FOOTING

. _........ _. .. ...._ ...., ..., ...
GROUND ainL-
STORM WATER DETENTION STRUCTURE
TYPICAL DETAIL
N.T.S.
50 0 25 50
Withers & Ra ve ne l
Engineering and Surveying, Inc.
CONSULTING ENGINEERS 111 MACKENAN DRIVE. Cary NC 27511 Phone: [phone] Fax: [phone]C
100
1 inch = 50 ft.
CORNERSTONE PARK, ALMO PROPERTY
RALEIGH, NORTH CAROLINA
WETLAND & NRB IMPACT MAP
200
DEC.-05'00(TUE) 15:35 WAKEFIELD DEVELOPERS LLC TEL:[phone] P. 002

.son & Environmental Cons t=ts e
11010 Raven Ridge Road Rolaigh. North Carolina 27014 s phone; [phone] • Fax: [phone]
Web Page: www.$anc=.com
AGENT AUTHOMA'TION FORM
All Blnnks Td Be Filled In B The Current Landowner
Name:. 'Hig'h 70 LLC;
Addros- 2429 ec Road ke FQreet. lriarth Catalina 27567
55,54310
Project Ndaute%Degcription: CgMtratgng Par fAlirta Psoperty
Date: 12 4/Op Tlie Dep ment of the Army
U.S. A CgrpA of Engineers, Wilrnington Motrict
P.O'. Bo 890
Wilwingpn, NC 20402
Attn: S .k1 W La ones
RR: %9 Related Consulting and Permitting
To Whco It May Concvrn:
I, the en!' ro owner, hereby designate and- authorize 54 A? Environmen. Cunsultnnjs, Inc. to
art in behalf as my agent in the prcKessing of permit appliddtiOM, tQ fumish:upOn request
supple , ' Wormatibn in support.of applications, etc, from thle day forward. The 44th day of
bet 2000 _
This-.noi fieation supersedes any previous correspondence concerning the agent for-this project.]
1W07'1 • '1*1M-4uthQ.d=tiM for lability and-, rdeitiitmg rourte8y reasane, is vtli?i orjy f4*
?o1?slc ...tRrEt officials ba ntert the prop' when'acaa paned by S&EC sit&M You sbould c4 -S&EC
to. tiirr;a a a'afM mecCtll * prWr to visfting the Cite.
u?'dl c .
r Name /rdpert,Signature'
Frint?:PtPpetY Owner
s
tx_ . jol?11,Darne?' or: Mb. Jennifer -A. Buidette:.
N11 10E NR w DWQk Water Quality Plaluw:tg . 'SoA & EnvironxnianLd Cons-41tot6, Irm
1 "y-Creek Road
igh. NC 27f,07 b1z* no" auth f4m4oc
wbpt?il it wmicAmenniiinw oss6on SaWiteEvsluaUms. pri-site Sepgo,•Syetcmx Bevkora»enrdAe•aaetr ?sl,AUdirs
eeI N"w lip an and watarshed Buffer F.valgadone Oroundwatar-Hydeology l=.na, gaird Specice
WITHERS & RA VENEL Engineering & Surveying, Inc.
111 MacKenan Drive, Cary N. C. 27511.9191469-3340•FAX.•9191467-6008
December 6, 2000
Mr. John Dorney
NCDENR-DWQ
4401 Reedy Creek Road
Raleigh, NC 27607
Mr. Todd Tugwell
USACE
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Re: Cornerstone Park
Neuse River Riparian Buffer
DWQ Project #00-0072
NBRRO Project #00-155
Dear Mr. Dorney and Mr. Tugwell,
On behalf Highway 70, LLC (property owner), we are a seeking authorization to
impact small areas of Neuse River Basin buffers, stream channels and wetlands in order
to accommodate a 104-acre mixed-use planned development named Cornerstone P k.
This proposed development is located in Raleigh, North Carolina and is more specifically
located in the northeast corner of the US Highway 70 at Ebenezer Church Read
intersection. We are seeking to impact three (3) stream channel areas for roadway ind
driveway access in which Neuse River Buffer rules apply. We believe that there are "tlo
Practical Alternatives" available, whereby, the impacts to the buffers can be avoided. An
explanation of the impact areas is provided in the proceeding paragraphs.
Collector Street R004 Crossing
Several years ago the City of Raleigh adopted the US Highway 70 West Corridor
Plan. A copy of the corridor plan's transportation system map is attached. The netwprk
of collector streets specified in the plan are classified as arterial helpers and are intended
to provide circulation and relief of traffic congestion along US Highway 70 and other
congested roads in the region. The proposed collector roadway, identified on the project
map as Street R004, is designated on the US Highway 70 West Corridor Plan.
The alignment of the collector roadway is consistent with the US 70 High ay
West Corridor Plan. It is necessary for Street R004 to cross the Neuse River Rip ian
Buffer in order to satisfy the City of Raleigh's requirement and objective in comple ing
the collector street system as illustrated on the US Highway 70 West Corridor P an.
Street R004 will eventually be extended to the north and the roadway will serve hundreds
I: AD\II\ I .?•r? 11'RI?I PIMJI?.CIS ( orncretoiw Viw'120100.JD& ITdo;
of acres of land. There are no other practical alternative alignments available since t?e
stream buffer bisects the Cornerstone Park project and crossing the buffer is inevitable 4n
order to access properties to the north.
Residential Street R005
A residential type roadway referred to as Street R005 on the project map ! is
planned to provide access to two large tracts of land located in the northeast portion 'Of
the Cornerstone Park project. A stream channel separates tracts 10 and 11. Tract 11 i3l a
land locked parcel and there are no existing public roadways adjacent to the tract !to
provide access. Street R005 has been planned to extend into tract 11 for purposes Eof
ingress and egress to the land. The roadway will also serve as public street access for
undeveloped properties located immediately north and south of tract 11. The extensibn
of Street R005 is also a requirement of the City of Raleigh; since their zoning and ste
plan ordinances do not allow parcels to be developed without public street fronta e.
Therefore, we do not believe there are any practical alternatives available in extending a
public street to Tract 11 since the stream bisects the Cornerstone Project and crossing t?e
buffer unavoidable.
Driveway Access to Tract 2
A major driveway access point is proposed from Street R002 into Tract 2, which
is expected serve significant amounts of commercial and retail type land uses. The
driveway as shown, will cross the upper most terminus point of a stream channel and
Neuse River Basin buffer. A rezoning of the subject property was conditionally
approved by the City of Raleigh in 1994. One of the conditions prescribed in the
rezoning case was the location of the driveway access for Tract 2. A major traf#c-
carrying driveway serving Tract 2 was to be located on Street R002 and align directly
opposite Street R004, as shown on the project map. The premise of this condition wa? to
allow for all major traffic movements within the development, including Tract 2, to oc?ur
at this major intersection. Aligning the driveway opposite Street R004 will ensure that
traffic movements can occur safely and efficiently within the project without resulting in
overlapping turning movement conflicts or confusion.
The alignment of the driveway has been careful considered so that impacts to the
Neuse River Basin buffer can be minimized. Extreme curvature of the drivewa?` s
alignment has been introduced to ensure minimization of impacts. In particular, only the
uppermost terminus point of the buffer will be impacted.
Storm Water Detention Structures
Storm water management will be provided
commitments for this property. The project muss
1; ADMI\ [ :scrs TFIRIZ}-?IT01I;CTS Conrrstom \Iisc120i00-11) & ?I?I.doc
within the project site due to zoning
detain the 2 & 10-year storm evbnt
within the site and release discharges based on pre-existing zoning conditions. Two
storm water detention structures are planned within Neuse River Riparian buffers. Ono is
located within the northeastern portion of the site and the other is located toward the
eastern property line in the middle of the site. These structures will consist of a
bottomless culvert spanning the stream channel to allow pre-existing base flows to p4ss
without impedance or detention. A concrete or brick weir is to be constructed
perpendicular to the channel around the bottomless culvert to facilitate storage of post-
development runoff. Storm water runoff will not be allowed to be permanently retained
within the buffers and should dissipate very quickly after each storm event. We believe
this approach is much more appealing than placing storm water detention ponds on each
of the eleven parcels planned for this development, whereby, resulting in one
homeowners association managing the storm water detention structures on the site, in lieu
of several.
To conclude, the proposed roadways and driveway as shown on the project map,
are of significant importance not only for our project, but they provide area-wide benefits
as well. The roadways will ensure that adequate transportation facilities will be provided
and traffic congestion on US Highway 70 and area-wide roadways can be reduced. We
hope this letter provides adequate explanation regarding our desires to impact solne
stream buffer areas with as least disruption as possible.
Sincerely,
WITHERS & RAVENEL
ENGINEERING & SURVEYING
Jerry J. Jensen, PE
Project Manager
Enclosures: Project Map
US Highway 70 West Corridor Map
Cc: Danny Colton - Highway 70, LLC
Jennifer Burdette - S&EC, Inc.
Kevin Martin - S&EC, Inc.
I \W, H\ 1 "I" JI RRl ITOP (IS( ,rn'rl Ion. \Ii I-0I00.11)S_'I I do':
w-526?
State of North Carolina
Department of Environment
and Natural Resou
Division of Water Quality
James B. Hunt, Jr., Gove
Bill Holman, Secretary
Kerr T. Stevens, Director

NO`: ' 8 Ii!
- ° -' NORTH CAROLINA DEPARTM
ENVIRONMENT AND NATURAL RI
November 20,
DWQ Project # 00-0782; NBRRO Project # 01
Wake C
Soil & Environmental Consultants, Inc.
C/o Ms. Jennifer Burdette
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Neuse River Riparian Buffer Confirmation; Almo Property; Turkey Creek [03-04-02; 27-33-1-21
S&EC, Inc. Project # 00-5268
Dear Mr. Burdette,
On November 17, 2000, I met with you at the subject property consisting of approximately 96 acres lodated
east of Ebenezer Church Road (SR 1647) and northeast of US Route 70 (Glenwood Avenue) excludingthe
Carmax Property, Wake County. The purpose of this meeting was to determine the applicability of a
stream feature located on the property to the Neuse River Riparian Buffer Protection Regulations (15A
NCAC 2B .0233). This was the second buffer confirmation meeting held on the property (DWQ 6/14
As a result of this meeting, in addition to information provided within your letter dated 11/17/00, it wash
determined that the stream feature "CHA" indicated on the attached "Almo Property / S&EC Project Nb•
00-5268" map provided as an attachment to your letter dated 11/17/00 and initialed by me on 11/20/00 is
subject to 15A NCAC 2B .0233. The map indicates streams (CHA to CHD), including the approximate
location of the start of two streams (NRB 101 & NRB301), subject to the buffer regulations as confirmed
and flagged in the field on 6/14/00. These streams were reviewed during the site meeting conducted on
6/6/00. It was later determined that stream feature "CHA" was indicated as extending further up the
drainage and within the property on the USGS topo and Soil Survey. This led to the site meeting
conducted on 11/17/00. It was determined during this meeting that "CHA" begins at the culvert below khe
stormwater management structure located on the CarMax Site. This office recommends that these strejms
be properly located and identified prior to any site design to ensure compliance with 15A NCAC 2B .033.
This letter only addresses the applicability of 15A NCAC 2B .0233(3) and does not authorize any activity
within the protected buffers. Thank you for your attention to this matter and if this office can be of any!,
assistance or if you have additional questions, please do not hesitate to contact me at 733-9726 or Mr. Steve
Mitchell at 571-4700.
Sincerel ,
6Zar7ecki
Environmental Specialist / 401 Certification Unit
Cc: Steve Mitchell / Raleigh Regional Office
Division of Land Quality / Raleigh Regional Office
File copy
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669 1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 501/v recycled/ 10% post consumer paper
I

I I ((111 111111111111111
NRB STARTS @
r/ END OF CULVERT
CH A
7
Soil 6 Environmental Consultants, inc.
M11010 Raven Ridge Road. Raleigh. North Carolina 27614 /
Phone [phone] Fax: [phone]
Project: Almo Property / S&EC Proiect No. 00-5268
LEGEND:
r
r? = Streams potentially subject to Neuie [fiver Riparian Buffers ?i ?-
O? SToLMA?KidK '?D&W ?' • ?\
NRB101 ® = Potential start points of batten (Should be confirmed by DWQ)
ps and databases are public information supplied
various government agencies. The author and/or
MapVUE
f the software program ore in no way sole or liable for the information depicted 15:37
Inquiries concerning the data should be 0 278 557 835 114 FIGURE 3 - SITE AP JuN 8ii. 2000
to the appropriate government agency. Scale in Feet ? eV'SZQ 0J,71611
r '
Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1621 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail [e-mail], FAX [phone]
n??O
a) Location
Stream Name:UT Turkey Creek Receiving Waterbody:Crabtree Creek G
Location/Road:SR 1647 County:Wake Date:7Aug Regional Office:Ralei&
Basin:New Subbasin: Latitude/Longitude:355313,784419 Stream Index #:
Ecoregion:Piedmont Rosgen Class: Observers:DP,BZ, J
B urdette USGS Quad Sheet:Bay Leaf
Notes (attach photograph or drawing on the back of this form):Almo Property. This appears to be intermittent. ! Sent
specimen of Cordulegaster to Ken Tennessen (TVA) for species ID, but he noted that this are probably C. oblilua which
can be found in intermittent systems.
b) Habitat
Primary Adjacent Land Use:Forest
Riparian Zone Characteristics: Forest
Stream Width: l foot Flow Conditions:pooled Stream Order:I or less
Stream Permanence Characteristics, Rating (if relevant):Could
c) Biology
Benthic Macroinvertebrate Taxa:mostly beetles, some Cordulegaster
Amphipoda: ® Isopoda: ? Decapoda: ? Chironomidae: E Oligochaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ® Other Diptera: ?
Fish and Salamander Taxa:none noted
Other Observations (i.e. Presence of Iron Oxidizing Bacteria):none noted
i
r Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
Send to Dave Penrose
401/Wedands Unit, Division of Water Quality
1621 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail [e-mail], FAX [phone]
a) Location
Stream Name:UT Turkey Creek Receiving Waterbody:Crabtree
Location/Road:SR 1647 County:Wake Date:7Aug Regional Office:Raleigh
i
Basin:NEU Subbasin: Latitude/Longitude:355319,784412 Stream Index #: ;
Ecoregion:Piedmont
7
1 Rosgen Class:
Observers:DP,BZ, J
Burdette
USGS Quad Sheet:BayL
of
Notes (attach photograph or drawing on the back of this form):This is the perennial stream that receices Almo
drains the entire property.
i
i and
b) Habitat
Primary Adjacent Land Use:Forest
I
Riparian Zone Characteristics:Forest !
Stream Width: 1-2 feet Flow Conditions: 1-2 fps Stream Order:)
Stream Permanence Characteristics, Rating (if relevant):Good riffle/pool sequence and bed/bank characteristic
suggesting perennial system
c) Biology
Benthic Macroinvertebrate Taxa:Crayfish very abundant, Odonata
Amphipoda: ® Isopoda: ? Decapoda: ® Chironomidae: ? Oligochaeta: ® Mollusca: ? `
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ® Other Diptera: ? I
Fish and Salamander Taxa:Bob noted that he has seen fish in some of the lower pools. Did find a salamander as well.
I
Other Observations (i.e. Presence of Iron Oxidizing Bacteria):None noted
Biological Reconnaissance Form #
BIOLOGICAL RECONNAISANCE FORM
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1621 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail Dave. Penrose L?NCmai1.net, FAX [phone]
a) Location
Stream Name:UT Turkey Creek Receiving Waterbody:Crabtree
Location/Road:SR 1647 County:Wake Date:7 Aug Regional Office: Raleigh;
Basin:NEU = ubbasin: Latitude/Longitude:355301,784418 Stream Index #:
i
Ecoregion:Piedmont Rosgen Class: Observers:DP, BZ, J
Burdette USGS Quad Sheet.Bay eaf
Notes (attach photograph or drawing on the back of this form):This small perennial stream is located near the . ater
Garden off NC 70. The site is located below a pond which may affect the benthic fauna.
b) Habitat
Primary Adjacent Land Use:forest
Riparian Zone Characteristics: forest
Stream Width:2-3 feet Flow Conditions:2 cfs Stream Order: I
Stream Permanence Characteristics, Rating (if relevant):Good riffle/pool characteristics, good rubble and cobble
substrate and bed/bank features.
c) Biology
Benthic Macroinvertebrate Taxa:Hydropsychidae, Ectopria and Helichus, Megaloptera (2 genera), Caloptery?
Amphipoda: ? Isopoda: ? Decapoda: ® Chironomidae: ? Oligochaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ® Other Diptera: ?
Fish and Salamander Taxa:none noted
Other Observations (i.e. Presence of Iron Oxidizing Bacteria):none noted
55'
_r
111 ,?? „? ! ?..- r/i'• ?..?? _1??? ? ??'? -;:-;?---°?'? , _ 1 ) ?? `'?/?1 ? `1? ,? ? ;'• • ?,
X76
r'
l? ",,,.._.'`'^a, +,,. t '`: Ate'" ?' ? _,?" ? ?? ? -,rr __\ 1 ? "f -
ri / • ?.....?, r
X975 fi-? . `t<,?? ?^-?, J '-,"5? ? - ' 1? .? `?? Its ,? ,, ? ''.?? ?- - '?`1• ? ??1 ?"?`? ?r,
780000
FEET
1 14l r s
« Is t ,Ei
.
f '
3973 J
k 4i
35 52 30 i*- 704 2080000 FEET ? 42'30"
ey Id.f3 Mr. 7C> N.G:.Sp 7
+78'"45' 51MTAWN;E'LO 3tb Mr '
Mapped, edited, and published by the Geological Survey
`O 0 Control by USGS. NOS/NOAA, and North Carolina Geodetic Survey * 1
MN
5?h
Topography by photogrammetric methods from aerial photographs GN
taken 1965. Field checked 1967
Polyconic projection. 10,000-foot grid ticks based on North Carolina 7' + i
124 MIL
coordinate system. 1000-meter Universal Transverse Mercator grid 24 MILS
ticks, zone 17, shown in blue. 1927 North American Datum
To place on the predicted North American Datum 1983 move i
the projection lines 12 meters south and 23 meters west
as shown by dashed corner ticks UTM GRID AND 1987 MAGNETit; NORTH
DECLINATION AT CENTER OFISHEET
Fine red dashed lines indicate selected fence and field lines where
generally visible on aerial photographs. This information is unchecked Revisions shown in purple and dland compiled in
There may be private inholdings within the boundaries of cooperation with State of North arolina agencies from
the State or National reservations shown on this map aerial photographs taken 1984 d other sources. This
information not field checked. ap edited 1987
Copyright (C) 1997, Maptech, Inc
I)Z.., 0 0 ? a 06 72 77'
' / cl??a 17-4Ln
jj,?a,v, c
?&r J-6?s6J
/45 _
-?Ii V\
7v
w? N*,p : Q445AML- ¢ q- 334
/4L ,-,y 70 -4310
k

7= _Z: J?.W ,<&Z-7toitJ -- /l/&VD !-eg P-040
6tr(v- VISIT ;Cam, KCNt N
C40 Ytz l

ORDINANCE N0. (1989) 298 ZC 244
AN ORDINANCE
INCLUDES THE
TO AMEND THE ZONING ORDINANCE OF THE CITY OF
ZONING DISTRICT MAP
RALEIG? WHICH
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF .
Section 1. That Section 10 of the Cite, RALEIGH.
includes the Zoning District Ma y of Raleigh Codwhsah
follows: P, be and the same is hereby amended as
(a) Jones Sausage-Road, at its northeast intersection wit
Interstate-40, being a portion of Parcel 8, Ta h
and a portion of Parcel 11, Tax Ma x Map 634,;
p 6, rezoned
Industrial-I Conditional Use District59according to
map on file in the City of Raleigh Planning Department,
(Z-43-88)
Conditions: '
(1) Application will not
Adjustment in accordance with. 10d of
• (b)(1) for a storage n 10-2046
wrecked, dismantled oyard for' unlicensed, uninspect?d,
and, partially dismantled vehicles;
(2) The storm drainage system should be designed such
that the post-development. discharge is released at
at a rate (cfs) equal to.or less than the rate
expected if the site were zoned Residential-4
(1/2 acre lots). This g-uidelie should
for two and ten year fr-eq.uenceastorms. be met
(b) Glenwood Avenue, west side, between St. Mary's St
and Sanderson Drive, being Parcels 280-289,297-302et
314-317, Tax Map 464, rezoned to Residential-4 Di and
(Z-54-88) strict.
?(c) U. S. HighVay 70 West, north side, at its northeas
intersection with Ebenezer Church Road being g parr t
11, 118, 136, Tax Map 320, rezoned to Thorouhfareels
Conditional Use District. g Dtstrsc
Conditions: See Attached Co..n ions Dated 12/21/88
Section 2. That all laws and clauses of laws in conflict herewi ' th are
hereby repealed to the extent of such conflict.
Section 3. That this ordinance shall become effects
of adoption. ve upon the date
Adopted: 1/3/89
Effective: 1/3/89
Distribution: City Council
City Manager
City Attorney
Planning (4)
Inspections (6) C
Planner Hicks
Applicant

?,-ter--ss
4titE?VO??
E x 1 1 i b it 'C (Sao instructions, page 8)
Petitlon No. Z- &J' - 5,45
Data Rod y6c, i1.0 1586
Conditional Use District Zone Request
1) Conditional Use District Zone requested: Thoroughfare
2) Narrative of conditions being requested (If additional pages are needed, please reference
additional pages and include owner's signature and date.):
1. Maximum of 1195 living units.
2. Property to be divided into six (6) parcels, as shown upon Exhibik B, dated
8-30-88 and revised 12-19-88, each of which shall be restricted as #allows-
MAXD= MAXIMN
PARCEL ACRES* UNI?S BIIILDUC HEICHT ALLOWED IIgls**
A 21.3 0 As Allowed in T.D. Shopping Center
B 12.77 255 52 R-20
C 19.37 290 39' R-15
D 19.30 386 52' R-20, Office Inititutional-1
E 14.34 143 26' R-10
?., F 12.18 121 26' R-10
*Does not include acreage shown in the right-of-way of those roads shown
on Exhibit B.
**Defined as those uses allowed for parcels so zoned under the toning Code
of the City of Raleigh.
3. Parcels A-F are shown upon the attached Exhibit B. Parcel A mayinot exceed
21.3 acres, however, the areas of and number of units of parcells B-F may
not increase by more than 5% and may not contain in the aggregat4 more than
1195 living units.
4. Vehicular access onto O.S. 70 shall be limited to no more than one right
in right out curb cut only, the general location of which 10 shown on
..,:. , CONTDIOED AS E MINIT C .
•
I acknowN moos and conditions an otfersdyduntaril d wig.
knowl
t
N n.
ttN p+K?l f?
StQrrKsf at
Rezoning Petition 4
June 1, 19"

k=IBIT C (CONTINUED)
Exhibit B, however, in no case shall it be less than 400' from the :Easterly
edge of pavement of Ebenezer Church Road.
5. Vehicular access onto Ebenezer Church Road shall be limited to no sore than
• one private drive from Parcel A and two public streets, the general location
of which is shown on Exhibit B, however, in no case shall the private drive
be closer than.400' from the North edge of pavement of U.S. Highway 70.
6. Interior streets, as shown on Exhibit B shall be caused to be colstructed
by the Petitioner or their successors in interest. Their final 4lignment
may vary.ao long as the resultant change does not alter the area of! adjacent
parcels beyond that described in #3 above.
. 7. Vehicular access to parcel A shall be limited to not more than five locations
- as generally shown on Exhibit B.
8 Parcel B shall contain a "Conservation Area" of at least 2.6 acres including
.
' a pond of approximately one acre to be used for storm water mianagement
- purposes. Said pond and it's required sedimentation and erosiod control
measures shall be installed prior to any other land disturbing Otivities
on the property and be subject to City approval. Water shall not bo released
from the entire property at a rate exceeding that from the pr?perty if
developed as R-4 residential.
9. A minimum 100' wide Greenway easement shall be dedicated without rsiabursement
over Parcel F in the location of the present natural drainage-way as
recommended in the adopted Umstead District Plan.
( 10. Along the entire U.S. Highway 70 frontage a 50' deep landscaped buffer shall
h
be planted according to the following standards. In those portio of suc
buffer where vegetation presently does not exist or where developmen requires
/ it's removal, the same shall be revegetated according to these standards.
For each 50 linear feet of revegetated area there shall be:
Type of Material Quantity Size Minimums
8 3" caliper, 16'height
Canopy Tree
- 8 7.5' height
Understory Tree
36 One gallon contg.iner
Shrubs
It shall be the purpose of this revegetation scheme to achieve is natural
Piedmont woodland appearance by using native plant species and trees.
11. A minim= 150' protective yard shall be required adjacent to the Eastern
boundary of Parcel P as shown upon Exhibit B.
12.
f City Code)
A Mixed Use Development Master Plan (Sec. 10-2092
nc
ei
g
o
e
the issua
to
shall be approved by the City Council pr
permit on the site.
13. The Westerly edge of said natural buffer described in #11 above will contain
a continuous
b
erm
a continuous 3' high earth berm. Along the top of the
42" in height will be ;installed.
row of evergreen shrubs of approximately
ill be maintained in a living condition and r placed as
Such shrubs w
necessary.

MMIB IT C (CONTINUED)

14. All storm
drainage installed upon
Tract F shall I
be directed in westerly
direction away from the buffer area established in #11 above.
a
15. Parking lot lighting installed u pon Tract F, and potentially iisIble to
residents to the East, shall be directed away from the Easterti property
line and be of a maximum height of 12' and a maximum illumination as set
forth in S ec. 10-2045.2(3)a of the Raleigh City Co de.
Property Owners DATE

DATE

DATE }

U.S. HIGHWAY 70 WEST CORRIDOR PLAN
TRANSPORTATION SYSTEM

NORTH

-lIf ttt(¦RR r ,? c
. -U
kG
LOIS M1,11,00"
VAR
WESTGATE 4•'i5
1
%
?/??'?/?UtNT, ?o ??
/?-% APT 0 o Z0.
UMS
0
Q
- Existing arterial
Proposed arterial
Existing secondary arterial
¦f•f 021 Proposed secondary arterial
Sri Existing major thoroughfare
t1¦¦¦ Proposed major thoroughfare
.?? Existing minor thoroughfare
mown.. Proposed minor thoroughfare
Existing collector street
Proposed collector street
`' `' '`f SonsiGw am thoroughfare
....i 0:•1 :.•..... .
• Existing interchange
O Proposed interchange
O Proposed grade separation
Possible Lynn Road extension. south of U.S. 70
subject to future study
Possible extension of Durhamloop Connector
south of North Wake Express ay subject to
future study
Please note: the North axis of, this map does not
_j" correspond to the vertical axis of this page.
RD.
1 ?
r
fir,

J I? 1
-?., ,

% .----
/ ?Q,UhT,gr
? All
1

1
lY/yp 0
Air
/l
ROAD
. .. 11 n 11 -t r • • . r
Page 2
(c) Litchford Road, east side, between Gresham Lake Road::'and
Harps Mill Road, being a portion of Parcel 4448, Block 88,; Tax
map 1717.08 to be rezoned Residential-6 Conditional Use.
(Z-82-94)
Conditions.
1. Development shall be limited to single-family deta,:hed
residences at no more than six (6) units per acre and=uses
permitted in the Rural Residential district..
2. Developer shall comply with CR 7107 Stormwater requirem!?ts.
3. For purposes of reimbursement, rights-of-way and slope
-easements will be retained at Rural Residential values.
(d) Six Forks Road, west side, some 400 feet north of Horizon
Drive, being Parcel 0651, Block 47, Tax_ Map 1707.06 toy be
.rezoned Special Residential-6. (Z-91-94)
('e) U. S. 70 West, north side, and Ebenezer'?Church Road, st
side, being Parcel 8759, Block 77, Tax Map 0777:02 to be rez? d
to Thoroughfare Conditional Use. (1_44_0
Conditions:
{
1. Maximum of 509 living
2. Property to be divided into four (4) parcels, as shown upon
that illustrative map entitled "70 West Center" dated March 8,
1994, last. revised December 21, 1994 (the "illustrative map`:,"),
each of which shall be restricted as follows:
MAXIMUM
MAXIMUM BUILDING ALLOWED
PARCEL' ACRES UNITS HEIGHT USES***
A 18.69 0 As Allowed in T.D. Retail/Commercial
B 6.4 0 52' 0&I-1 and a
Conservation ea
of at least .6
acres (inclu ng
a pond of
approximately
acre)
C 2.6 52 52' R-20 and/or 0 &141
D 30.51 457 39' R-15
58.2
*Does not include acreage shown in the right-of-way of th ze
roads shown on the illustrative map.
**Defined when applicable as those uses allowed for parcels so
zoned under the Zoning Code of the City of Raleigh.

f+
Page 3
3. Parcels A-D are shown upon the illustrative map. Parce A
may not exceed 18.69 acres and Parcel B may not exceed 6.4 ac es
(including a "Conservation Area" of at least 2.6 a es
[including a pond of approximately one acre to be used for storm
water management purposes as further described in Paragraph 81).
The areas of and number of units of Parcels C and D may not
increase by more than five (5%) percent and may not contain in
the aggregate more than 509 living units.
4. Vehicular access onto U.S. 70 shall be limited to no m1re
than one right in-right out curb cut only, the location of wth
is shown on-the illustrative map.
5. Vehicular access onto Ebenezer Church Road shall be limited
to no more than two public streets, the general location 'of
which is shown on the illustrative map.
6. The interior streets, as shown on the illustrative map,
shall be caused to be constructed by the Petitioner or their
successors in interest unless otherwise approved by the City of
Raleigh. Their final alignment may vary so long as the:
resultant change does not alter the area of adjacent parcells
beyond that described in Paragraph 3 above.
7. Vehicular access to Parcel A shall be limited to not mote
than four (4) location as generally show the illustrative
map.
8. Parcel B shall contain "Conservation Area" f at least 2j6
acres [including a pond of proximately one a to be used for
storm water management purpo Sa' t and its required
sedimentation and erosion control measures shall be installed
prior to any other land disturbing activities on the grope y
and be subject to city approval. Water shall not be releas d
from the entire property at a rate exceeding that established y
Certified Recommendation 7107 of the Raleigh Planni g
Commission. .
9. Along the entire U.S. Highway 70 frontage a 50, deop
landscaped buffer shall be planted according to the followig
standards. In those portions of such buffer where vegetatimn
presently does not exist or where development requires its
removal, the same shall be revegetated according to the e
standards. For 50 linear feet-of revegetated area there sha 1
be:
Type of Material -_Quantity- Size Minimums
k
Canopy Tree 8 3" caliper, 16' height
Understory Tree 8 7.5' height !
Shrubs 36 one gallon container
It shall be the purpose of the revegetation scheme to achieve a

/ Page 4
10. The southernmost interior. public street providing vehicular
access onto Ebenezer Church Road shall abut the southern link of
the lot identified as "Fellows." upon. -the illustrative map, shla11
have a right of way width of 80 feet for the portion the f
abutting the "Fellows" lot (a distance of approximately 585.17
feet). and one location for vehicular access into the Fellows of
shall be provided therefrom, opposite a vehicular access point
from said interior public street into Parcel A, generally as:
shown upon the illustrative map,. but not less. than 200 feet from
the east right of way line of Ebenezer Church Road.
11. There will be a 30-foot width transitional protective y?' rd
along the southeast property line of Parcel R contiguous to the
Bell property (PIN #0777 02-86-1245), except said yard shifo f
extend along the portion of said property line- withe
Conservation Area identified in Condition 8. Notwiths g
any provision i n this condition 11 to the contrary, if aa
portion of Parcel B is combined with all or a portion e
adjacent Bell property,. the requirements of this conditioa
transitional protective yard shall not apply to the portions! of
Parcel B so combined, nor shall the transitional protective yard
requirements herein apply to the extent that low-impact usesas
defined in Code Section 10-2082.9(e)(3) are developed upon.?he
Bell property or portions thereof adjacent to Parcel B.
Section 2. That all laws and clauses of laws in conflict
herewith are hereby repealed to the extent of such conflict.
Section 3. That if subsequent to the adoption of this
ordinance the City Council of•Raleigh, North Carolina adopted an
ordinance that conflicts with provisions herein, all clauses itnd
provisions of this ordinance, in conflict with that subsequent
ordinance, are to be repealed, to the extent of such conflict,
automatically without further* action of the governing body.
Section 4. That this Ordinance shall become effective
upon the date of adoption.
Adopted: 1/3/95
Effective: 1/3/95
Distribution:
City Council
City Manger
City Attorney
Planning (5)
Planner Hicks
Inspections (5)
C

ORDINANCE NO. (1989) 407 ZC 256
AN ORDINANCE TO AMEND THE ZONING ORDINANCE OF THE CITY OF RALEIGH WHICH
INCLUDES THE ZONING DISTRICT MAP
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF RALEIGH:
Section 1. That Section 10 of the City of Raleigh Code, which
includes the Zoning District Map, be and the same is hereby amended as
follows:
(a) Ebenezer Church Road, east side, between U. S. Highwav 10
and Westgate Road, being Parcels 9, 10, 30 and 68, Tax Map
ned to Thoroughfare Conditional Use District.
(Z-33-89
ns•
1. A maximum of 186 dwelling units permitted on the side.
2. Only those uses allowed in a Residential-20 or OffiQe &
Institution-I zoning district.
3. A maximum building height of 52'.
4. The storm drainage system should be designed such that the
post-development discharge is released at a rate (dfs)
equal to or less than the rate expected if the site were
developed Residential-4.
5. The reimbursement value for any required additional ;right-of-
way for Ebenezer Church shall remain at Residential-4 value.
6. The subject property shall be included as part of t?e master
plan for the adjacent 110.7 acre tract and shall bd approved
by City Council prior to the issuance of a building permit
on the site. A maximum of two vehicular access points at
least 400' apart shall be allowed along the Ebenezer Church
Road frontage.
Section 2. That all laws and clauses of laws in conflict herewith are
hereby repealed to the extent of such conflict.
Section 3. That this ordinance shall become effective upon the date
of adoption.
Adopted: 7/18/89 I'
Effective: 7/18/89 G'
Distribution: City Council Planning (5)
City Manager Inspections (6)
City Attorney Planner Hicks
r

ENGINEERING & SURVEYING
?MIF
WITHERS & RAVENEL
Engkmff ft & SWVO)ft in-
111 MacKenan Drive
Cary, N.C. 27511
PHONE : [phone]
FAX : [phone]
4 y
E,

f 1 I
f ?
?

;
J
t

1
f
i

i

r ? 1 E I

i

i ? f
.
,,
I
l f / I
( / (
I i I f
1 i i f

IItE
7 ;
r ,
; E
r I
?Iz
i
i
tr `?Q
,t
E ? I4.I
ALMO PROPERTY
RALEIGH, NC
r ! t j
1' 1'? rr IrJ r, 1
r ,
I f
1 r ,
r r
t r
...T............?..__,....?,..,_??......_
i
r
l f ?! i I
f I ? 1 F
\ ? I J
r ,
i I I
II1 i ,I I ? t
t ? I k I
i
IMPACT SUMMARY
NRB ZONE 1 5,061 SF
NRB ZONE 2 4,156 SF
CHANNEL 166 LF
50 0 25 50 100
1 inch = 50 fL
Designer Scale CAD File
_ W&R 1 "=50' SHT-NRB
Drawn By Date Sheet No.
JAC 6/8/00
Checked By Job No. 1
111 200147 1
1 i I I ,? ;VII ,\ ?5
1 ! ? I a I : X1111 ( ?
IMPACT SUMMARY
f I l i I I - I ? ? ? ,
803 SF
20 LF
i
w 0 25 50 100
ALMO PROPERTY 1 inch = 50 ft.
RALEIGH, NC
o;E
Z ?
C v
-Zz C z
Z
a
?z
Pli
O
4?.n?..?
w O
y
ow?
(D
A f ?p
77 3
CCD
- W gm
C- ;u
? rr
C- 0
0 (n
o, r o

"Z
rn
0 N r

o
00
J 0 0
II N
01
0

U)
N n
v
(D
CAD ,..
Z -9
co
0
S

Z S

y ,! i rr ? ? kl
! tt '1 ? 1
!
! i ? It 1
,y
1
r
?
1 t l ?
r t ?
J t ! ?

t 1
+ t
1

F

r
i
? /
t r 1 /

! k I
1 ? ! 1+ t
? 1 ! 1 V
1 I 1 V 1 ! ,
s ?, _ f t s f ?..
s t y
t y
? 1 11 j ?i I 1 ! 1
!
i ? t t
t
\ y
y

c? Z z f
Po o
N --•
'14 .Gd
N .{vaa Co
Op oo N

Z z

O
Ond
M^?1
w O

0 `n
C- C-
C- c? n F?
C- v (n
0
v- ? o
N Z CD r °
O
p 00 i
J O
II u
0
s g
z
o
V)
Z o
co
I
•? 1 ! 1 I /?I ,? t l
?? ? ll I l ? 'r ? ! !
100000,
', 1 , I i 1 ? i 11 I 1 I? ! r
, I I I I i I !? I
l? I I l I I I ,, .,I 1 ,?
1 I I i ! I ! '.'? +
I j I, ) 4 j I J , ? t i z ti
/ I ,I I I I 1
/ ?? t I- 1 1 I I + ! r/ Z t
r , I I i t+ l I /:
r ! ! r J 1'
1 I ! f r ! 1 { 1 ? ?? ?l
1 i? t l I I l i ? S
J r/ ! I i t i ?' / ! / !r 1
1
I if t + ?? 1,
I ! ? l
n ? z
;Duo
ZNN
Poo
rfl
Ka v
V V
N..? Wr0.T
4
sr? N.
C `
5r i '?\
i / 1+
! ?lr
/
!
?1 ? ? ? f + f f r j?
/ f /' /? / 1 I i I 1
It
l ? r i r / r 1 I
1 / /r / ! t l I r r r r
?/ / ii r// /!! % I rf If
r Y /f r r !1 rr.
I 1 t l ! j
/ // l t ,1 rr f r f r
/ /" ` I 1 f t
t'r / i' t + t 1 I r !
% ( I
/ I 1? 'I ! ! M1 `1 1 ? I 1
' i r I ?, l ,1 1 ! I
it f r r t if + ?, I A
r
? o ? , r ? , i v ? 1 v i v 11
m f 1 r r ?? , ? 5 1 1 5
pT. 7 `? rl 1 I jr ( 1 k\ . 11 1 11 \
M L CD rr r? ! rr /rl / , ''., ' `` 1,'\ 1\ 1+ +\
O J a / i\ y \
p r t i ?1
O? ? i / /I { t 1 Z
(2 OD
r
r
N 0 s y `'
,
5
V , pZ co

i
?o.o Z n A,
v j
v?
E

1
Z
c?
M L

r rr ? ? ? ?J
1 J r
r
r r r r l" `
_ f S r r ? ti r
rr
O
7,Qp - JJ? Ir / ??
O
L J
v
N ?
n
kr
C v (/)
°v? o
m
N P Z Os
O OD t??s
1-1
v 0 O
ol
0

S g
rt
0) z
p
N
" N
Z
Rj '-?
8 wV
Y
Sq st

X.
I
z
co
a
w

Z z

b?bp Z ? ? G7

?C

r-.-4
O
l 1
y
S ((D
(D Co.
0
C- CL C-
?

A
O O II
0
C
g

ao
o
m
°

V)

Z

j r t
' r
r I / ? i r
1 1 I r ?
? i
I
ZNN
boo; y
V, Or,
N ?? C
8 00 o g( -c
1; lon sq
i'~

• ,

a. , aa.
~ . ,
w
~ i ~ _
, . . ,
. .
. , I`. h. ~r I i 4
..w•. f . i r..>.
is_. `
i ~ ~ i
, ,
. ,
, . i
I
. i ~ J
1 1 _
i ~

. i ; . . 1',, i i ;

~ i ` C .,TRA~~` 1 ~ _ BRACT :`~12 \ 11:8 A
i.: l...... 1 12.3

r~:~i ~i
f
t
. Ik
. i
, . ~ ~
h,,,. ~ I' 11
. ~ I~t ~ \
~
{ l
I ~ ~ ~ ~ ~
~ ~ . .
. 7.. ~

I ~ ~ , . ~ .
. . ,
. , p : , ~ , t ~
. { ~ I _ , rt.~t _
~ ~ ~ t
, ~ . .
I~ , - ~
~ ~ - . , ~ .
^ r~ ~ , .
~1 . i, ~ . ~ ~ I i
, . ~ f
. . ~ a ~
°'~,y,' .
Z i I; ~ ~
N 4' ~
.
I ~ , ~ ~ ~
c~ ~ ~ ~ ~ , . t ~ m„ Rb~i 1 , YRA~T 9
...Z ~ s ~ _
c ti I • ~ . ~ 12.:2 AG
.
, ~ 1 1 ~,ri/' ~ ~ ~ ~r
i ~ ~ , O I ~ ~ , SHEET ,.4
ti . ~ ~

,,.a
I~... ~ / ~ ~ ~ ~ . ~ t _
_ , 'I1 ~
~ . e ~ , ~ I ~ ' Y."
~ ~ .
l : ~ T , , iii . J. ,
~ I; ; ~ ~1 ~ .1
I.
:I i~~ ~ , ~ , ~ '
~ I ~ ~ ~ J l _
`:J~ I ~ ~I~ ~ ~
~ ~ ~ _ . i I ,

~ . 70R ~F BANK (7YP)
~I ~ f:. ~ r
~ : ; I r t' ,
A ~ , ~ ( /I ~ NRB LfMf(S'. (fYP)
1 I~ ~ , . 1
I ~ . i
i~. I _ , ` ZONE 1 (n'P) _ .
sa moan i ~~I ~ ; .
. ~ ~ ~ ~ ,t~.: ~ g~. _ ~
~ ~ ~ I~ ;
. . i.. t ZONE 2 Oyp) }
. ~ : i J ~ = q ~ .i (y
_
~ - i ~ - ~ _ _ ~ _ vvv I ~ . / . It ~ i
• . t . `-~.~1.,.,. - -
ACCESS ~ -
i ~ l i ~ ~ - ~ ~
1 ~ `i A
ib ~ ~ ; ~ ~ NRB LIMITS: ` rYP _ ' Y n ~ i
r Y ~ I . i ~ \ i.. i \ ~ .

I I ~ ~
. i " ~ '
~ l . ~ . „ ~
I ~ ACC I IIS .ACC ~ ~
~ r'I I~ II
. I~ e~ ,1-
I E..1 71'P , ~ ZON , . . , , . , .
. ~ 1
~ . - . . . ` ~ ~ r-~ ~ , ~
. . . . , . 4 l,. ' . ~
1 ~ . . ~ ~ ,
~ ~ . I ~
~ I d I ~ .
f ` I - ~ ~1 , 1
1 ~ . ~ •
I,.,. . ' . . .
rr ~ '
p{,. ~ I , Ri \ ,
' I 1 . . ~ ~ ` .
~ I 'I` ~
I ~ I . ~,onww ~ ~ ,
.l
~ 'i ~
t ~
. ~ ,
r'' 4 / `
`
~ II ~ i
I . ~ : . , . , r ~ ~ y
~
~ ~ I~~ / '
r ~ ~ ~ ~
. ~ ~ . ~ ! . ~ ~ ~ . / f
, . ~ , . ~ r ~ ~ . i i ~ ~ . , . . . , t
is ~ i ~ ~ ! ~ ,i/,~ ' ~ ~ ,
.
~ ~ I ~ ~ ~ i /
F .
f '
\ ~ ~ `
~ n~ ! . ~ `I
~ ~ ~ .
~ ~ ~ - , r , `I i
A ~i ~ ~ ~ r~ ~ { /

~ ~ ~ , i
~ ~
~ ~ \ I ~ -
~ . ~ + \ ~ ~ Hwy ~ ~ ~ ~ ~ ~
` <
~ . . x..
. V ' ' ~ ~ i
.
,
~ ~ '
~ \
~ ~ F ~ ? ~l
. .
~ ~ ~ . \ . ~
i . ~i ~ , , . / ~ ~ ~ A ~ ,
1. . ~ ~,i
,i
~ i~
i ~ ` t ~f~~ ~
0 ~ ~ \ ,
~ , f ~ \ . .
. , \ i . . .
. ~ ~ ~ ~ ~ t:, ~ , . ~
. `f ` J
. ~ j
~
~ , v . ~ ~ a\
~ ~ .
J 1 i ~ ~ ~ \ . 541 lpwpfq gp}.
i/ 541 ~00.fl 45 ~ `l \ r ~ ~ . ~
i 'i ~ i' ~ \ \ t. ; ..1
~ ~ ~ .
l(~
W %:i.. ~ ~ \ ~ , _ 2~
A _ \ . \ I ~ ~
^v i . ~ :
y. ~ , ' h 100 ft. . ~ 1 inc = .

. . ti
\ '1 ~ , ~
~ Scole Sheet No. - sMr NR ~ Designer
~ , Revrsrons w&R ~ °=100'
' i n Dote 6 n g Date No. Descn t 0 Draw y
JAC 6 8 00
Checked 8y Job No. of
nc. ene v rs e 1 JJJ 200147 1
RING dt SURVEYING ~ ENGINEE
1149 EXECUTIVE CIRCLE, CARY, N.C, 27511 [phone]
] _ F~+:: RAVENEL ENGINEEAING.~ SURVEYING, INC.
-NRB.dw 'Mon Jt~'i 26.19; 04; 42 2X00 WI;THEAS 6 K:\00\00-140\00147\SHT 9 ,.ti,
~

i

~ i
S'84-2~0~
_ INDEX OF SHEETS
SIlE ~
~ STORM WATER M~NA _i_ ~ GMENT POND ~~~L STORM WATER MANAGEMENT POND PLAN SHT 1
CONSTRUCTED WEILANOS POND LOT 7 SHT 2
RALEIGH, N.C Nh,
Vi V i
~~O
R~
LOT 14
Fj~ _S ONE MASOf~~g~VE
~
LOT 11 't-LOT 13

VICINITYMAP ~ I z
SCALES N.T.3 N T S
nor ~z
AUGUST 8, 2002 - 1ST SUBMITTAL
ATIEMION CONIRACTOFS
nr Con5lRUCnari c~uciae ~.woASrer.E fOn me u~ ~~x AUGUST 21, 2002 - 2ND SUBMITTAL
, N ,mss, ~s rseF roar c nr LOT 10 ~ LOT 8
CE/~IRy. p+gF@E2NG DtPNR1AENf Al ~1Q. .WD ~ 2 PUfi11C UIIl1fC'S OEPMII~Nf Ai Ai LFASf 6~ ~f~
nr~xn ~nux yams waav ro e +xic ,wv a n~ae ca+s~murar+. I ~
FALOIPE TG MOII'Y B07H ClIY Q~MR111FMS IN AD4INCE OF BECWliIG 1~ Nl LOT 1 ~
CONS7RUCIION~ MIIl RfRlT IN ifE E OF Ap1EiARY fih~S AMD
rxouwt ~raarN.unnri or,wv w~me as sExm rac~u~s rar aarecrm I AS A I~SUI.T OF TI95 NOTIFlCATNMI FNWFE.
~
FAM.URE TO GLLl FOR RISPECTfON, INSTALL A OOMNSINEM~ PWG {NYE roawnm w,ws ar n~c doe srr~ ar ,v+r mx~n ~+a~~ of cm or au~ra+ LOT 7
sr~uw+as gnu ~smr av e tm~eo~¢. 'maw ~v~uxc ~vnr A,yp~ LOT 2
w rxc cm or .
F~ ~
LOT 9
,~~~0
%y~P
LOT 6
~ LOT 5 ~ ~

i 5• J'
Y
LOT 4 ~ LOT 3
~
LEGEND - ~ , -
DESCRIPTION EXISTING PROPOSED EBENEZER CHURCH ROAD (SR 1647)
~»:2,,,~ [DTI
2' CONTOUR INTERVAL - - 70' CONTOUR INTERVAL
wa~eR uum ur
-2__sccr
~ PROPER71' LINE - - - - - - - -
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS - - - - - ~ _
- OWNER
EASEMENT LINE - ~ PREPARED BYE N
CURB & GUTTER
~ SANITARY SEWER FACILITIES ~
ry STORM SEWER FACILITIES ~ WITHERS RA WATERLINE N
!AV E N E L HIGHWAY 70, L.L.C.
3209 GRESHAM LAKE ROAD
~ FIRE HYDRANT ASSEMBLY ~~a a= ~ ENGINEERS I PLANNERS I S U R SURVEYORS SUITE 158-160
nni rini~ jinn rig /~A!']/ll IAIA n7C~G
S CUVIrIIVl7 JIITVI.vnc ac nan rive RHLCiun, IYUR in Vf1RVLnvn
WOODSLINE ~Y NIA Cary, North Carolina 27511
TELEPHONE. [phone]
- - te1:919-469-3340 fax: [phone] WATERWAYS - - - NA
SILT FENCING X"-'X"X% www.wither~ravenel.com
n O N
n
Q N
N 4

Y
\ 1 ~
i"~OTf.
THE OPERATION AND MAINTENANCE
AGREEMENT EXECUTED BY THE OWNER SHALL
BE CONSIDERED PART OF THE STORM WATER MANAGEMENT PLAN. ALL DfVICES HAVE
I I I 1 I I BEEN DESIGNED TO REMOVE 85X TOTAL
f I I I I I I I I SUSPENDED SOLIDS (TSS) IN ACCORDANCE
IMTH THE MAST RECENT VERSION OF NCDENR
STORMWATER BEST MANAGEMENT PRACTICE
MANUAL.
.ter. r_. 401 WATER QUALITY CERTIFICATION AND
r ADDI110NAL CONDITIONS AND NEUSE RIVER
BUFFER RULES, SEE DWQ PRO~CT X001330
` DRNE _ STONE MASO & ,001530.
_ , a~:
I. Ii ;Ii I NOTES: I
~ , j , 1. DESIGN PLANS FOR THE POCKET WETLAND PROPOSED
~ r _ . ON LOT 4 SHALL BE PROVIDED TO DWQ WHEN THE LOT
r ~ DEVELOPED. IS
,W ' , 1. ANY CHANGES TO THE STORM WATER MANAGEMENT PLAN
'li 1. 'I, I I 11 _ SMALL BE SUBMITTED TO DWQ.
~.a
i.,., , _ ti",
, ;
i , ~rtttauxn n nsxu~x' .
xrx j I
I i I i I ,-'I ~ I '

I
NR
~ ,
i
( _ ~
, I , 2 I i
.c 1 , _ r-- -
Y' - 'yr r'~ ~ti h. i~ i •
,d ~ i 4 ~ ~ 1 , I 1 ~ /i
i ~ f / i~~ S / ~ i i is i.. I I ~ ~ ..-k ~ ~8l
i, t ~ f , ~s. i ,.,I ifs ~ " 1:! ~ ~~',11,
IE I'~' ~ I i,..a,, t I
_ ~ r i i I I i ~ ; I ~ I i~ is i ~ a ~ ~ ~u° ~0
~ y : ~ ~ , i
I ~~~~x ~ € r i , , I i ` ,
, I _ I . I f---- _
I~ I j ~
Z I , > 1 s.Y O r,
I ~ ~
_ s ~ r.: , I a ,SV \ ~
- t \ - - > , a ~ . , i. _J ' t.,
I~ t~6 ~~sS s
I _ II
j. ' ~ r ~ .r~<%~~ t ~T~::fi, VACAN
I _ ~ ' _ ~ ~ I I ,
` ' ~ n~ rt
~ , . I I ~ i ~ i , c~ U
~r..,,, ; ~ S au iunx4 u~ zrYa Ea IlS ~,sH^~ / L
~ r; , . ~ F .
Y ,n / ; /
, , , . VACANT m ~ ~ / /
G, . , I v ~ a z O ~ G ~ / /
y N _ _V _ ti , / / ~ ~ x.. x~
_ ~ _ n ~ x
.
n . i..,. , `V - i ~ / ~ L. ~ ~ /
~ t i ~ i i. \ ,t - / /
r ~ I ~ , i ~ /
f i ~ , r ' , - A s , . ; „ NT' _ _ / i
s. , , l ,f. s \ _ .
1 ~ z , I ~ ,
~ i' , ' f ~ t 3 u„ / ~ ~ ~
k .r' ~ j ' / is i,'~. i ~ ~ : y _..j~:.:. / i E ~ !I / /
i / i /
i ~A / /
~ 4-+ / / /
1 -I 5. ; / /
j , i , l ~ / ~ 4 /
~ ~ I I _ - 1' I i I I i i~c'~
/ ` 3 / \3 1. / / /
- 4 \ / / ~
ti. / / / / •xa
t ~
/ / / ~.~y i / i
/ / i
I . I ' ' I 1~ _ _ I; I / / / / LEGEND
~ ~ / / i ~ ~
U ! - z / / ~ i ~ / / O ~ DRAINAGE BASIN
~ , , - z 1 / / DELINEATION
/ / / P / ~
\ ~ ~
~ / / O i / / ~ ~~~ti~~rve~ee
/ / ,+`'w CAR ~/'`''o, ((~~~,N Q
x ~ ~ ~ ~ ~ ~ / / h\\ ~.W~~4JS~V e~°9
1 ~ 1 ~ ~ I ~ ~ ~ ~ ~ ' ~ ~ / r .r~ ~"e • / ~ :4 9 r
z 'i ~ Y ' ` i (7 i ~ ~ < < z ~ ~ ~ ~ ~ ~ w ~ ~ ~ ~ ~ I taY ~ ~ ~ i / • ~ / ~ SEA / / i E
w ~ ~ ' ~ I / - ~ / ~ ~ 18498
ACAN / / ~ 2 •NCINE~.•
; ; ,VA ANT ~ ~ ~ ~ I ~ , ~ ,
~ ~ ~ I ( / / N 1. ~ .
z , ~ ~ , . , / / _ / / f
~ ~ ~ ' v ~ ~ ~ ~ ; ~ , ~ - 0 _ / / ~ ~1
~ ~ ~ ~ ~ ~ - - - / / aao soo ~ _ 150 0 75 150
r~-- / / _
~ M _ ~ i.
SEE NOTE 1, - o _ ~ / /
--~"J / / 1 inch = 150 ft.
16 SR ROAD 47 AD 4
_ RC HU BENEZE Sheet No.
a RAVENEL
Til WITHERS PLANNERS tSURVEYORS
Date B Designer Scale . 150 N0. ReVIS1011 5I20I02 JAC W&R 1
EVSION TO DWQ PONDS & LEVEL SPREADERS n B Date ~ 1 R 6106102 JAC Draw y C 2 REVISION PER DWQ 2nd COMMENTS JAC 11 /28/01 )VERALL STORM WATER MANAGEMENT POND PLAN ENGINEERS I 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com mmmmmw~
3 TRACT 1 POND SUBIMTTED 8/15/p2 KLJ Checked By Job No. RALEIG119 NORTH CAROLINA
N JJJ 200147 - 4
U Y

.
I ` . a I ~ ~ 33 CANNA FLACCIDA
\ \ 97 JUNCUS BIFtORUS
5h~H ~ ~ \ ,
`.I \ . ~ _ \
396 ~ \ a a a
I \ a a a iTfAR1A IATIFOtiA \ a a T a a 208 BAC
~ ~ ~ I _ a a a a a r a 1 a a ~ a a a ~ a a pp a a a
I ~ ~ I , a a ppp pp p a a a s a a s ppppppppppOpppp a a a
~ a pp Oppp pppp a a a a a pppppppppppppppp a a s a s
20 _ NAGS EMf`NT ` • F ~ E a a p ppp pppp pp a a T a r a s p p ppOppppppppp a a
a a ppp pppp a a a pppppp a a a w
. ` ~ _I-_ ~ I a a a a a a a a a a T a a
\ ' y I I i a a w a a T T a a a a a a a a * a a a a a a T a a
I I ~ ~ a a a T a a a a a a T a a a a a a a . a a a a ~ a ~AURURU GE~NUUS
~0+~ ( I \ ~ / a a a a a a / a a a a a a T a a
~f) \ i I w p a a a a Opp a a a a p a a a s a ppppClppp a a a a pp " a
p „ a a s p ppClppDp pCl a s a a s a s pClp a
- - ~ a apppppppppppp a a a ppppp a
' I~ I a a pppppDpppppp? a a a ppppp a a pppp0ppppp? a a a s a ppppp a pp ppp a 0
. I- I a a p ppppppp a a s pppppp a s \ a s a pppp ppppp a a *pppppp
4, N ~ + a a pppp pppp a a ppp a
\ I i • . I ~ a ~ ppp0 pp a a ppp p a a p0 a a p0 a a ppp pp a a ppp a
I ~ - I r. I a pppppp pp a a pppppp * ?Oppp a a ppp a I ° ppppp° ~ a ppp pp a I h p RATA
l ~ ~ _ a a p pp ppp 58 ( RU a s ppppp p T ~ a ppppp
. I . a pppp a p --t-_ p[] pp p a a pppppp p r a s pppppp a
• r ~ ~ I , _ _ ; ~ • I * pppppp ppp A TF LIA G a ppppp a a pppppp ~ I
, _ - A pp ppp? a pppp ~ a
~ I . a ~ ppp pppp a ®pppp I pp a ppp a 20 TA a ppp a pppppp
~ v I \ _ a pppp I I V NI
~ ~ 4. a a ~ a pppppp w a a pp a
~ ~ ~ 48 0 CONCR ' .f ,=mss ~ I ~ RISER W/TRASH LI a a a n a r a a
= I I a a ri a a a a
. ~ e. ~ ~ ~ 0 f R a
E ~ . V NAD .,a I
~ 9 r ~ - f~~1 20Qb ~238~2 , . . ~ ~ ~w y . .
<u.< 4 _ - I . ' t s;;;i:;r;;~ CU5 BIFL
NRB.... 5p... . ~ , . , ,
~ . I ~ - w ~ _ ~
p 3 ~ S1.1~: 24 RC , . , ~ ' C
J F 1 _y r ` 'a ~ I
1 x ~ ,,e Y SS RIP-RAP
~ " I r D IPATO PAD 34 _
19 Wx9 ~ ~ I
`'~1SE R C
ERU L
390 I ~ o N
• . _ p ` ~ . , ( \ w
I ~ - LAN VIEW ~ \ \ HIGH MARSH
TION WETLAND iRfl ND ,Dr. DETEN ~ - 20 SF FORE &IY 9'~ 2042 SF
x ~ _ I . V ~ r, \ '
I _ . - \ ~
. I z 7
. • ~ . _
~.I _ - _ - E - > ~ 1..x..1 FORE RA
404 - _ _ _AL G ~3R~_~ DUNE _ Comenta>o Telrsa _ _ _ MOTE _ ' ' _ I - - _ 2,159 SF
_ Extended tNetlend DeNntlon Pond 1-Lot 1 - - P(A STEM PLUG T P OF ~ _ _ _ ~ _ SEam Qpeak Qpeek Max. Max. Q I
~ _ _ - TS AI.3_ i RILL ~ ~ i S PIPE & In put lN8El Pond Storapa w Frequency W I LJ
_ SEE _ .Yr._-_ 'AS 31 I ~
TOP 0 _ 16.4 0.60 396.80 0,6 I F DAM EL=39 .0 - - ANTI--VORTEX DEVICE ( l~ _ . WSEL , 2 .726 Q W f 10 21,6 1.63 397.08 /
E5T Et-39.0 . ~ ' ~IQ ' SQL' --3--._ - 1.013 ~ ' ~ ~ LOW MARSH
398 - P6SED f _ _ _ . _ 100 26.7 14.4 397.50 OL~G ELEVA ION 396.00 AL , , ~ . ~ 5~ , 12 475 SF
CY_ ~ ' ANTI-SEEP OLLAR _ . _ ~ _ „ - SEE DEf IL~ _ HIGH MAR H I 9
396. _ • ~ 48"~ PREC T REINFORCED _ _ _ Elev~or~
_ RETE NHOLE RISER) Basin 9otlon Elevatbn 394.50 . CONC ( ~ . _ ' Q ~
INV= PermaruntPoolENvatlon 398. 394 _ C~ i ~ _ TTOM OF MI RO POOL=393. 0 _ - 397.00 1t. \ r ~
IN -392.4,E _ . " ;as ,60 _ _ Crest Elevetlon ~ _ _ _ o _ _ _ , SCOPt= , . , B0. OM OF_.WETIA_ __-394.50 _ _ Top of Dam ENwetlon I
~ ~ _ _ LF 24 0 RCP LASS IIl ~ 39 5 - - I _ _ - . _ I
_ CLASS RfPRAP _ _ 4" NRS G TE VALVE- _ _ _ AWCE4~F~ MANN E AT'_LFAST _ „ _ - - - Areas i _ - _ ]2"_INTO.OONC EIE_F I I
_DISSIPAT-OR-P ..18-Tt11CJ~ _ _ _ Pamanent Pool Surtaoe Area 28x401 W _ _ 8.71 ea 390 FAB IC UNDERLINER SE FILTER _ 6 z6" TEE _ _ Dninape Area ~ _ 1 h,,
_ - - _ _ Impervbus Area 4.85 ac. . MICRO P00
388... x.B'W_x _iflu _ _ _ - , ~ i ~ ~ 2,561 SF
_ - TE US ,500 si CONC E Olher Parame~rs I ~
Design Relnfall 1 fn. runoff 386 6" orlAcce I ~ '
r. a a ~ Drawdown Devoe .r o °i. ~ ai ~ Min. Drewdown Time Req d. ~ I ~ ~
o `0 ~i rroi ~ ~ g M ion Volume R d. 0.388 ac,iG N N o~ ~ M M g Mm. Detenl ~ (
~ M ~ M M Detention Volume Provided _ 0,888 ac.fL M ~ ~ ~ \
I W ~ A
11+00 11+2 1o+so Np~; 1o+so , , ~
10+2D 10+40 ONFINED 0 RING GASKE 10+0o p TONGUE AND GROOVE W/C _ 1. 24 0 RCP SMALL BE
PROFILE VIEW RISER 9ARREl -c-361 LATEST. C-443 LATEST AND JOINT OF ASTM ~ p ~ MEETING ASTM a HIGH ~
1 =10 HORIZ ~ LESS THE NEED TO COMPLETELY DRAIN n ~ .KEEP 6 GATE VALVE CLOSED UN I W ~
= VERT 2 ~ I 5 R MAINTENANCE PURPOSES. n C~ W > .
THE POND IS NECESSARY FO C~ _ , o ~
NOTE:
THE CONTRACTOR SHALL SEED AND
~ q MULCH ALL BARE AREAS (EXCEPT IN AREAS OPERATING WHEEL eB A o 0 'FRAYING WHEEL - PLANT LIST - - g acin
WHERE PUWT MATERIAL 1S PLACED) AFTER ~4 REBAR 12" T UCTION IS COMPLETE. SILT FENCE NOTE: ~ sEE DETAIL IFS Common Name ANTI-VORTEX DEVICE ( ) QUA SPEC
- O.C. EACH WAY CONS R TEM ~ o SHOULD REMAIN IN PLACE UNTIL GRASS PLACES , STEM .
w o , o SUPPORTS AT 3 ~ PRESSURE RELIEF ~ GRASS HAS BECOME ESTABLISHED. )RTS AT 3' ' I en Canna 3 o.c. rDP of 44 Canna flacc~da Go d BASE PLUG 1 „
- LADLES I/z' Du. o o , , , y o FROM BASE 5, I ` PIPE 8c DRILL Fla Iris 18 o.c.
~ PLAN VIEW o o roP Ls to cAC~ carRr~~ ;y N w o MEDIL OR I/8 STEO. n r, z PRESSURE RELIEF LADLES wAr 6x6 TECH„, 193 Ins v~r mica Blue g ORIFICE ~ ~ z6 TE ' S 2 o.C,
u~ BE OM07ED~ F' ENDS OF iflorus Shore Rush 473 Juncus b 3' o.c.
7 wELOEO P C°~"~ '~E ~ ~ ~ BARREL m) FuLLr OPEN wNEN PIPE 1/2" PREFORMED JOINT Fra rant Water Uly ; 442 N m haea odorata g Yp
A~'~~D' DIAMETER FlLLER, 12" WIDE ui { r I Weed 18 o.c. Pontederia cordate Picke e 5000
•~"~i " ~ CYLWDER 15 I1 CAGE CDRRURITED LlEirll PIPE , ~ I of Arrowhead 1 S o.c. ittaria latifolia Broad e
DR FABRICATED fROM 1/8' t~;~ 12" STEEL PIAIE ~ ,;t 6 D1P PRECAST REINFORCED 1521 Sag 48 ~ ~ ' O,C. ~r`aa~n~aaa NHOLE RISER r $ Tall 2 °dK
iACKWELD - " ALL AROUND ~ n CONCRETE MA ( ) Torus Cernuus LIZa d 1150 Sau _ a, ,,~,~,~~p. „ ~ ~ E
1 NDTE3: I. THE crLUrDER rusr sE nRNLr 6x6 rE t~
~ FA5rENED i0 THE r0P OF ~ RLSER, ?000 PSF MIN. ~ ~ C ~ ~ 1
1. SUPPDRr BARS ARE ARACNED gTION SECTION BEARING CAPACITY AB' Br srRArs Ba.rED ro rDP ELEV BENEATH COLLAR ' n ~ ' o ~ r LEAST s a~ ~1. ~ o o ?ANCHOR MANHO>"E A m
ov RISER. 8 x 12 8 REB4R s 12" INTO CONCRETE FOOTING a 1~~9~ a
tnR) R B4R c, •.FNC ~o' a~~~o ~ ~ N
~~jr ~C ~~w ou~"~' e o ~ ~ URE -~,d<CrN .1.~ ~
- OLLAR a . ISER STRUCT ~ , R
secTloN A-A _ ANTI SEEP C ~E 4 ° NRS GA " VALVE NORMALLY CLOSED) NTS 4 NRS GATE
~ AN>~-voRr~x oil
Sheet No.
N T S
L
Date B ~ignar Scale No. Revi i n W&R NOTED ~
1 REVISION TO ORIFICE 8 21 02 KLJ CORNERSTONE TERRACE EXTEN o Drawn By Data JAC 06/17/02 J ORS ENGINEERS I PLANNERS I SURVEY
111 MacKenan Drive Cary, North Carolina 27511 tai: 919-469-3310 fax: [phone] yvww,whhennvanal,rom
NORTH CAROUNA h q Checked By lob No. KAUIGH,
KLJ 202076.0

~
. r _ ~ ! ~ ~ , / .r
~ ~ f
r a.. > i~ ?
_ y.. W .a r' ~ f ~ .
. r J n.,.- f
j ` I _ r '
_ _ _ _ _r . ~ , , ' f . - t, a_ ~ _ _ L~ r ~ _~a- . d ~ , r _ - ~ ; ~ y ~y Y---
r / . r' r r.,. / r lA. e ii w , t r / / i
F-~ - _ ~.vt ~ I ; t ~ i ft ~ 1 . - w ~ .r ~ - - l . ~ W. ~ ~ . ~ _ _ ~ tl t. It ! a, ~ I(
w.. - ~ ~ ~ / ~ ~ W _ ~ _ .a . _ , _ ~ . , ~ _ ~ ~~t t ~ , _ , ~ ,r , . f t ' i / , ~I'i ~ ' 1 ~ . 4 z i i 1 ~ ~ ~ ; . 1 - _ . ~
_ _ - , - - ~ t , r - ~ _r..~ . ~ I I 1 ~ . _ , _ _ 1, t , _ _A - - L. ~ ~ .r l l 1 t . ~ . , , ~ . t ~ f r .r' l i 1 i
/ f - ~ I ~ r 1 1 t ~ wv. , y , - r - , t f F_ _ ; ~ J
t . j ~ ~ i,, f, 1 ~ ~r _ y,~. r t' F n , ~ - W f / ~I~ ~ ! i r r ~CgJI . v_..___"_.. ~ t. ~ ~ 0
1 b. i A S- / ~ / - . ~ __m.. ,y. -e...,... - - _ F- _ i ~ - I _ ~ i r gym- ~ -fl p.
_...--V ~ y v i ~ i ~ _ . / M_.„_ _ _F , ` r _ - ,f ~ T t t i r ~ T,p Jr ~ ~ 9
, ' . r ~ ~ J"' ~ •l'~ _ l ~ ~ ~ ~ , ~ Y _ ~ ~ , L-' ~L ~ ~ ~ ~ s,~ i o
i f CV ~ _ 1 ~ ~ 1 . ~ r M. / _ . ~ ~ i ,°,p j. 1- ~ oT
~ ~ ~ _ - ~F ` ~ , • ~ i~, Fc ~,~„rr~ ~ 'r l
7 1 1 / / ~ - ~ i 41` • ~ .r • _ l r m~..,._._. ~ ~ l~, , tr w..._ f _ _ ~ , r ~ f , .A. . _ ~ I i l , - i ~ a ~ w f ~r _ 1 ~ l
. r _ _ , f ~ 1 , ~ , ~x . i , < , f ~ , . _ - , ~ r r ~ ~ _ ~ ~ / . _ - r . r. / ~~4 . ~ i ` ~O
a, w i i i „W . y ( t ~ r ~ ' :l / ~ _ I ~ ~ f' l / / v. , F
- , • ~ ~ r ' _ I 1 • , rr~ ~ y/
_ ' ' ` r I l y~ ~ t , I f ~ _ dP!` ' 1 t y 1 ~ ~ r i ~ ( f 1 ~ / ~ r / ~j i t~ ! / i .n ~ I ~ ^ - u~~ / j r ~!i y.' te'a` 4
a j ~ , 7 E s ; ~ - 5 , l , I. , . ~ . . ,I t l t ~ i' t ~ ~ ~ ~ - t rr ~ r ~ s I i~,
i ~ J t~ ~ ~r J , „M i, / ~ f a„r..... v'' i / 1 r f ~ t ~ , 1 . ~ , ~ ~ • 1 i / l
y f, ~ _e _ i ~ f l i~- i ~ i ~ J I / ,er i i , i, ~ _ W W{y, ~ ~ N
v ti f ~ ~ 1. _ _ E~~f _ < <t,.i i ~ f , „ , ~ i - _ i i ; ~ i ! i - „ter=J~; l~ ~ _ _ - t ~ ~ ~ ~ - - ~ "?p..,..r ~ mil'"
~ I ti' , ,l i • t ~ ~ , ~
r,, - ~ ~t~ ~ r x _ , 1 i ; ] 1 t ~ . 1, t t , ~ ~ ~ ~ ~ / ~ ~ ~,r ~,1?. M, '.:.r"i' ,,r ~S? ~ i; t't ~ t v - LOT 1
F i~//, / ~ a~ ~ ,i~ ~,1~ 1 j ,r(! r ~ 1 ~ l 't' ..11',x, ~~1~ i'l,/,:/~ ~ -;7~', \ ~ ,f ;)'ift
i l fl,l 1 t 6l L ,-f.~~„~ ~ :::r'~ a• j(f It i ~ i _ , . ~ ~ t ~ i ' ~ ~I % ~ r ~ tt ..~E ~1 r. i'~ , J , ~ ~ ~ i, _ ~i, 1 ~~I . ~ e. } ~ \l V ~
i ~ / ~ E ~ / l \ i " ti \ll t S ~i ~ti Dot. \ - j i '!.y~, l~ ~ v. ~ i / ~ . f r - ~ v y ~'ti~ l t a o- 1 ~ ~ y! . ~
i , / _ g ' ~ r ~ i ~ i ~ l ~ a'~1 ~ , _ ~ _ " ~ i / , i i jsr r ..,,±ys__._.,..""` ` t ~ l ~ ~ ~ ~ e ~ I t !/1 j ~ 5~ r J~ ~ .~4~
. µ I , 1 1 , F , J
, / ~ ~ ~ ~ , . . r - .r t / r ~ t i / r 1 ~ ~ - ~j ~t ~ / ~ l l „ 1 i ~ ~ _ . . ~ti~,
. 1 _ r r ' • ; ; i r ~ ~ , I ~ ` ~ ~ ~ ~ f
~ _ _ i ` . ~Y, ~i • 1` ` \ Y ~f ~ ~O\
r! 11 ~ _ 'r---^- ~_.i D'~~ t,. ~ ~ , ~ ~ ~ ~P ~ / /
r ~ , , . / ? , A r l ! ! i i ~ 11 ~ ~ / / e 1 1 ; 5~ ~ o~ t ~ ~ /
7 i -~r, 1 ~h. ~ ~ ~ ~ _OT 2 ~~ti ~
i~ l 1 7 ~ ` ~ r't l I ~ t l f l l ~ ~ r ! ~ ~ t y ~ ~ ~ ~ ~i I ~ ~ ~ { ~ ~ ~ t 1 r.~,,, ~ f r P ~ s ~ ,r i' 'li//; 'if'fl'~J f l~ 1~ ~ ..e~"~ ~ ~ , + 1 ~
i , i~ 1 y^ ~i t~ i 1 t` , ~ ' ~ , ~
~ F ' ~ ~ ~ ~ ~ } i X11 ( ~ 'r ice" i~V~~~ '~rl Tl ~ f r , \ e ~ ~ ~ i 1 ~ l~ ~ i ~ J : ~ l J J v v r ~ Y1~ 1~~, ' _ -/i''''~w--~-~`~4~ ,.~,_:f~ ~i It 1.~f/ I/' - _ 1 1 1 ~ ~ A l~j ~ g~; ~ N ~
~ ~ r' ~~vr J l~ / ~ I i 7 ~ ~ ~ .
. ~ 1 ' 1 it r ~ / t ' ~ / - ~ ~ f t i ~ ~ t ; E `y,~ ~ f i i 3 _ ~ ~ I ~ i1' .
y ~ I t i~ l f i r i 1 f ~ ~ E t 4 ~ 1 ; ~ I~
1 I~ _ f 1 t' i i z r ( I~t' ;j, - ~ ~ Ali tl 1 t r ~ ~ alt r~~/// t t i t f . .
r i t ! ~ lt. ~I i 1 ` ~ Vt ~ ~ ~ ~ r /,tail"'~li k r ( ~ ~ 1 ' 1 i it f ~ its ~ i ~ ~ t ~1 ttl.t~'rl~l~ ~.A ~~~~~~ie~--~''ii~ i 1, v 4 ~ i r t 1~ i i ~,ffl ~ _ P ,i
r ~ l 7 ~ a t lq ' • r - / ~ t / ! i ] ~ V ~ ~ ~..r' ~ ~ ' ~ _..w--.....-~ t 1 1 ~ I ~ 7 j ~ ~ i ~ ; ~ ~ f2 y ~ , \ Pip G~
I t 1 , ~ ~ S / jet it /l ' ~ - ~ 1 f ! ~ t s ~ w
i /t ttr ~ t ~ ~r ~r---' - _ J " l - i ~ ~ ~ ~ I s i 1 i ! t f ~ ~ s G O h /
r i t t ~ , ~ _ .r ~ _ .r ~ y ~ ~ ~ c ~ t • tai t ( 4 1 A _ Q ~ ~:;v"\ = STREAM CFIAIVNEX
X. ~i~~ 1/~' d i I t , d R r i e
, ~ ~ ~ ~ ~ ti.. s
t ~ r- ~ ~ ~ + tI ~ ( V , ~ . t ~ ~ ~ ~ ~ t ~ _ . _ . . ~ s~ r ~
~ ~ i It -!~t - r f i 1 ~ ( ~ i ~ r. , ~ ~ ~ . ~ v
~u/ _ . . . 4
f y l~ l ~ ~ Z ~ / ~ ~ ~ ~ ~ f 1 ~ ~ 7 1 •1~~ A .~~„a,c.i r A - ,
~rlr i1J> ~ tii(11 ~ lil~il/l/ / 1,~~~ ~ 1 / i ~ ~ t r ' ~ l I ; J ! ; t t ~ i ~ ~ i~/ t~ . ~ ~ ~
~
~ I~ J t)'f ~ . ~ ~ ~ ~ ~ / r , ~ / l ~ ~ i 1 ! i ' ~ ' t , ~ ` ~ / ~ r t ~ i t t f t 1 ' l ~'4~ 0'd'
,t l~ / ~ ~ ~I~ ' ~ < i~rt~r ~ s a~
, ~ r ~ 11 t / 1 s ~ ~1 ~ i 4` / r~ ~ t 7 F; <<,
,t ~ i ~ `r r~;,.yr~ ' --~r=- ~^PI~PQ~fY~NE, ~ ~ " i A ~ ~ ~ ry~ ; ~j ~ e • ~ - +--f t ~ t z~ ~
l ? Ij / . f J( f ' ( f ~ t t ~ ~ t
I t~ r 1 f l 1/1 ter ~ i rj/ t / f ~ ~ ~ ~ ~ i tl~ ~ !I' t NOTE or~c cwr~uc DErENnoN
r~ ~r ~t t r i~ i il. f~1t I, i M ~~AS /
' f I ~ ; / ; 7 / t _ t ~t ~ 1 r l i r i f~ / t r y , i • f , i ~ f p s i / i i ~ 1 AND RE1ROhT! E~ST~VG ~ srnucru~ As sNOwN ~ /
1 l ( , 't ! f f ~ 1 i ~ Z ~ f ~ \ /~IK1L t l~ l I ~ i a a 1~~' , r ~ l r I~~ I oN sr~Er ~
• l F - t t~] I s ~ a a~ i~ ~ ~
; ~ I ~ ~ i 4 ~ ;
~ F 1 ~ ' i k 1 ~ t ~ ~ ~ ` , ~ , , ~ ~ ~i ~ a ~ ,
f i 1 1 h 1~ ~ A ~ 1 s ' t ~ w I ~ i ~ ~ ' ~ , f / y ~ }
~ t t l` . l f ~ i . ~ ~ ~ ~~i11 . ~ . J ~ ~ / ! ~ ~ V
r ~ i a j ~ . ; ; l ~ ~
1 r ~ ~ ~ti / / SPECIAL NOTES:
i i ( i ~ } 1 ~ ~ I ~ 1 ji ~ t 1 i. 1HE REINFORCED CONCRETE HEADWALLS AT STRUCTURES
~ 1 ~ n i ~ ~ ~ r.. 1 ~ ~ HW 201, HW 201 AND HW 302 Si~il.t 8E PROVIDED BY
} / INEER AS SELECTED BY THE OWNER A STRUCNR4L ENG ,
1 I V ~ / PRIOR Tn BEGINNING CONSTRUCTIOW.
N~ 2. THE REINFORCED CONCRETE JUNC110N BOX S1RUCIURE
I ~ ~ JB 301 SHALL BE PROVIDED BY A STRUCTURAL ENGINEER,
I LOT 4 ~ ~ / AS SELECTED BY THE OWNER PRIOR tO BEGINNING
LOT 3 ~ ~ t CONSTRUCTION
V 3. THE PRE-CASE 5 z12' REINFORCED CONCRETE BOTTOMLESS
CULVERT LOCATED BETWEEN NW 401 TO HW 402 SHALL BE
1 a ~ ~ ~ / DESIGNED AND MANUFACTURED BY METROMONT. THE FOOTING
AND WINGWALL DESIGN BY ALPHA ~ OMEGA DEIGN GROUP
~ I ~ S hN R / IS SHOWN ON SHEE15 1/5 THRU 3/5 WfIHiN 1HESE PLANS.
3 ' ! ° I ~ ~
I /1
~~TM
~ l / ~ ~ N
~ I J ~ is ~ / ~ ~ . y r,. n / " i • - , "
i ...u - - _ - ~N CARO ~
tt~ r ~ ~ S ~ =,~,-r .r t r. ~ _ r _ Ess~
y ~ w ~ ~ _ ~ r... _ = SEAL =
d . . - . ` ~ ~ I~l,t~ ifF 190./7 ~ , h/' / 13423
~.w v~ fMCINE~' `t
r ' "`-..-__.-~.,'~RY /0~)1, •Nj'~b1.9~. ~.~~';.-way'.'` G'S ~ 1\K- ~P S~'
O - ~ ~ - ~ r / Ry ~d JAY J ~MN• ~
O O N / /
r f / goo o ~o goo zoo +oo
~D O
/
3 1 inch = 100 it.
N
N
H
_ _ co
Revisions Designer Scale CAD File W&R 1" = 100° SHTSTM2
o No. Description Date JB
Withers Ravenel CORNERSTONE PARK 0 1 CRY of RaAM MIS= tat Engineering and Surveying, Inc. 2 REVISED S~Rr ~ a CONSULn KENAN DRIVE, Cary NC 27511 Phone: [phone] Fax: [phone] REWW WRMM LASE & RALEIGH, NORTH CAROLINA STORM DRAINAGE PLAN Drawn By Date Sheet No. JAC 7/14/00
Checked By Job No.
0 111 200147
0 0
Y

AlVI~ION~ •v
S•9-94
VAi[1JpUS
6 ~c"~? Jfg
m
C iax• ~
NORTH ~Ul 6R+~
N t2-9-94 J7$
OJ va¢aUc
~ ~z•zi_Qa
0 38x. ~a oe~-; ~
d
SITE DATA m
E
104.88 ACRES (61.0 ACRES, THIS ZONING CASE ~
m
> a
509 UNITS (TOTAL ON 61.0 AC.) m
0
2.6 AC. =PRESERVE ~ U
. o~ . - 3.8 AC. =OFFICE & WSTITUTIONAL - t ~ a
~ ~
' ' yN' NAt1~A,l.~VEiEA',~ 9.81 AC. =ROAD R/W wp1 ~x~'

" ~
2.6 AC. =OFFICE /RESIDENTIAL Y a
~ ~
i~
i ~ 30.51 AC. =RESIDENTIAL ~
~tESIDENT~L
I - -10.55 AC~ UNITS ~f " 18.69 AC. = RETAIL/COMMERCIAL N
m
PARCEL 8759, TAX MAP 0777.02 ~o ~
~ ~ c a
~ ~ ~ U ~
~ Z z W
' E%ISTING PdD / ~-Y~1-: __"t ~~Hi
1 i . • > w PRICE
o ~ 0~..
a o ~ O

~ - U _ / / W
~ ~ ~ ~ ~ ~ ~ 30'WIDE TR JOPlE$ ~ / .rte J ~
30' WIDE TRANSITIONAL PROTECTIVE YARD C ~ Z Q
0
N
eeu ~ Q V / ~ _
m
c w W W
1 ~ V ~ 1~I~ ~ / r so.s, nc. • ~~as- ~ \ ~ ~ ~ ~ ( ~ , - ~ o a i • 1 ` ' ~~RESIDENTIAL ~ / ''~i~~, ~ ~ ~ a
3.8 A~ :y.. / W'OOTEN a Q
/ ~
+ ~B.~~nc: ~g~ ups / , ~-•-y~- , `fORjfAERIX l~ONIrlr~cns~z-s~-de ~ t / / PAIL/COMMI~HCIA / ~
~ l ~ a , % I f I ~e~ ~ ~ I 18.69 A~f~ES ~ ~ •y. WILLIAMS j~ E-
~ G' ~ ~ \ ~ ~ Q
<J \W ~
,f ~ d
O ~ ~ ~ / Oil-1/i/or RE~O' 2.6 AC.~ ~ ~ \ / / / ~ / / ~ /
% / r ~G u~ s~rtrs zor~nc c~~ ~ ~ses~ ~ / \ JOPES ~ / ~ urnits, TNIS ZONIN CASE ~ a~ - - _ _ 3 I CIRC4lY~CITY _ y ~ ~ / .
Vl \ ~
/ ~
L
i G W
y~ ~ ~ t0.t ACR~ \ \ I~ \y~ ~ ' ~ ~ J ~ ~'4.~S~AC. ~v H
~ n I vi IMOT MfL~ M TINSEL 2 WQ,
~ ~ ZONING CASE Z-~3-89 ~ \ 1 ~ / , ~;}~y* /
~ / i. / srROw / VI O
~ d
YBARRO ~ \ ~ ~ - - i . .
i:: ~ ~ l . ;
~'1 .J
p O
%
_ G
0,1~WN
CAGLE JONES L JT,S /n
M CN~CR~O
E McKINNEY PURYEAH ggAOKE, TR. ~ C~. C O~T¦
G 3-a-sue

- ~°~z
JO¦ NO.
i fMflT
I
4)
OF fMfEtf
BOCA RATOWATLA X R.tMEPRI NTJW

1
i
! / I j / / i ! I I f I / l l l / / / 1 1 1 / / / / / 1 i' / / Wis.-rte.-~..._ \ l<. ~ /
I / I I / / / /1 / 1 11 ~ ! i Il ! ! l/ l ! 1 l I
~ - i'/ l f! / j /1 / /1 1 I l r ~ 1 1 / ~ j 1 11 ! I / \ ,
/ , / l / / / / / / ( / / / / / ! / / I I ~c / ~ ~ 1~ / / / / / / ~ I/ / / / / 1 / / / 1 I ~ ` 1 I - - ~ ~ \
/ / / / / / / / / / 1 / / / / / f / / / / , / / - ~ - i l / / i / / / l l ! l l J I/ l /l / 1/ /
- / / / / / / , / / , / / ! / ! ! / / / / / / r ! / / ~
/ ~ - , ~ / , / i / / / ! / l l / ! p l / ~ \ \ _ \ ~ \
~ ~ - / l / / I I ~ / ~ l / / / \ / / / ~ I ~ v ~ `v ~V A\ \ i / ~v ~ ~V v V A
/ - ~ / i / / / l l l l / 1 A / / / ~ / 1 / \ - -t-----ter - / \ ~ ~ \ l
/ i i / - ~ i / / / / / l ~ / / i i / / ~'`v v v v ~ v 1
\ \ \ vv ~ v `v ~ v 1 _ ~ \
I / / , / ` ,I i / i i' / / / I I I I I/ ~ ' i'/ ~ i/ \ \ \ \ f i \ \ ~ Il ' 1 ` ~ v v A l
/ / l l - ' ~ / / ~ i' / l I 1 h / j 11 ' i' i--"--`'' ~ i ' / I 1 \ ~ ` / \ \ \ 1 \ \ \ \
1 1 I ~ / / / ! ! I 'I I / - / ~ ~ / l I
/ 1 ( f I ' / / ii / / / / ~ \ ~ /'i ~ ~`v v ~ \ y A 1 1 v I I I 1 A
I f 1 I I ~ / / / ' / / ~ ~ ~ \ ~ - 1 \ \\l i 1 I 1 \
I I I I I I ( i , ~ / 1 / / j ' ' ~ ~ v v 11 I
1 ! 1 ! / / / / / / } I I I I I I I / ' , i' / / / l / ~ / i' i
I 1 I 1 I / / / / / i i / l ' A 1 1 1 / / i / / / i i / / / / / i ~ i i \ ~ ~ ~ `V I \ 1 1 I I t \
1 1 1 1 I I 1 / / / / / ' / / / / • i' / 1 / /
i V 11 1 11 I 1 I I I I I / ~ / , /i l / i / / ~ C / / \ 1 1 I I I , / / / / / / / ~ J / ~ / ~ i / / i' ~ v v _ v ~ I I v v V A 1 1 v v
\ t 1 1 I I I I ' / / ~ / I / / / / ~ / / / / ~ - - A \ \ ~ A V A 1 1 V vv A
/ / i' i /
/ i'~~ _ ` 1 \ v vv ~V A V A V A v\ ` v / \
1 1 1 I t 1 1 I 1 I \ \ 1 / I / / / / i ~ ~ 1 A l A 1 1 v i _ \ 1 \ \
/ 1 A 1 1 11 I I ~ f 1 \ 1 \V I A I I ,i / /
. ~ ~ ..__V ( \ ~ ~ / 1 \ A y V A \ i i V i ~ ~ v / I I 1 ~ A A Av v
/ / ~ ~ ~ V ~ ~ ~ / I I '1 V A \ v i \ v v v I I A A V A v v v
i' v `v `V ~ `v V~ 1 y v 1 A A AV A A ~ ~ ~ i i' ~ ~ V A \ V 1 1 ` V A A V ` `
i' \ \ \ \ \ \ \ y \ \ \ ~
\ ~ A V A A ~ 1 ~V V v ~ ~ ~ ~ \ V A 1 A V A v ~ v v v ~ ~ v V I A y A v V v v ~ ~
I I I A A 1 \ V A 1 v I r I I 1 I :p ~ I I I \ \ \ \ \ \ 11 1 I I I I I 1 / f ~
f / 1 \ \ \ \ \ 1 I I ! \ \ \ ~ \ 1 \ \ \ ' J~ \ \ ~ '
` 1 \ ~ \ \ ~ `V ? • A I I ~ V 1 ~ v A A 1

/ / / 1 1 / I 1 / 1 1 / / / ~ \ \ \ \ \ 1 1 \ \ \ ~ \ I 1 ~ \ \ \ \ \ \ ~ _ \ \ \ 1 \ , \ \ \ \ \ \ 1 \ I ~
I / ! / ~ I i 1 ~ I ! I r i ~ / / 7 / v \ v v 1 l ~ ' ~ v A I I
I ! 1 / I / I I l l f I G- vim- - ~ , / / '~'{"L. ~ v\ v\ V A\ v ~v 11 11 \ -^v vv vv `v 1 I! 1! I V 1 ~ V 1 1 ` 1 ~ I 1 I j
I I / / ! I 1 I 1 II ! I I I ! / / i I ~ 1 I I ! 1 I 1 I / ~ < l 1 / ~v \ I V ~ 1~ 1 v I i I \ \ 1 \ \ \ y ~ \ 1 I 1
~ / I 1 11 I I it I J / / ( ~ 4 i I / ~ ~ / / I / 1 l 1 } 1 / / ~ / ~ f I 1 \ \ V 1 ~ \ V vv 1 I 1 \ \ / ! AV 1 1 \ 1 \ V 1 ~ A V A I i i 1 A \V /
f ~ I 11 V A\ ~v `V Av A\ \ I I 1 A\ ~ ~i I V I 1 1 A\ I A \ 1 - \v 1 1 ~ 1 V
~ /I 11 I I 1 l I 1 1 I / / - / t 1 I \ 1 ~ ~ 1 ~ V / l 1 /
I \ I 1 4 1 ~ \ ~ / / 1 I 1 I 1 I V ~ ~ ~ \ \ 1 y ~ I 1 \ ly 1 ! 1 / 1 !
1 ~ ! I I vV A 1 ! 1 1 1 / '1 ~ ! i J 1 1 ~ v ! ! 1 /
/ / 1 1 ~ \ _ _ / { I • / V vv 1 1 ~
/ I ~ 1 1 - - 1 \ ~ / I \ \ \ \ \ I ! I \ , vv 1 I I l \ / \v y I ! I 1 t /
I I 1 v v ~ v v 1 I 1 ~ \ \ _ \ I 1 ~ J t \ 1 { I - /
I i 1 1 I 1 t I 1 y _ I i I 1 ' I 1 1 I I \
} t 1 - \ \ \ i'~ I 1 1 \ 1 I \ \ 1 1 ~ \ I I I \ S ! i I I i 1 V i A\ I ~ ~
I I 1 1 \ \ \ - I 1 1 \ v
I 1 1 1 ~ 1/ / I I 1 \ \ 1 / / - - I J 1 V J 1 \ / - 1 I \ ~ ` - I \ I \ ` i - - - 1 I J 1 I
I 1 i / ' / 1 I I ~ / , I I 1 \ I / / I II } I I ~ / I I II 1 \ y I l
1 / / 1 I I I 1 1 I i
I I I / / i'~// I / / I I \ \ 1 \ ~ C,~~,~ 1 f ~ A
I I 1 1 I l / / vv ' i I
I I 1 I r / /
I Al I I / J I \ J,~~ _ - - f I I I \ \ 1 I \
I / 1 I I ! / - - 1 r ! I I I / - /V I / ~ I I ! I \ 1 1 \ / ~I I 1 I \
/ I I I 1 I I r / I I ~ / I I / ` 1 I - I I I I
I / ' I I / / 1 I r - - ~ - \
I ! I / / 1 I r , , - • 1 - ~ - - I I / / / I 1 / / I \ 1 I I r I \
! ( - _ - ~ I I \ ~ - _ ~ ! 1 \ \
^ / ! I \ I I ~
/ /
\ / i \ I ' - - \ / \ \ r I I / I/ \ ~ ~ f I
' ~ - ~ , I 1 ~ / I / ! / ~ /
v t / 1 ` / r / / / / - - \ / / / / _ _ ` ~ 1 ~ ~ '
~ ~ ~ 1 Nl / ~G_ / / 1 ! ~ \ r ! l 1 / I / i_ v / ~ ~ \ f
\ \ r ! / ~ I 1 / / / I I / / I r I / i ! I ! / , I
} / 1 I r r 1 I / / I I s 1 - - - / - ---~'l 1 ~ f
} / i \ t 1 1 1 I - , / !
1 / / / I I ~ _ , , 1 1 / I
1 \ i ~ ~ 1
/ / 1 I 1 / r \ I ~ \ 1, / \
H I ~ ~ I / ~ I j j \ I v \ ~ ~ ~ V I / i I / / / 1 I ~ I v A i
I LiJ ~ ~ V I I I / / I 1 ~ v ~ A > / I 1 ! / 1 \ I r / / / I A v ' / v v~ vv ~ ~ i !
/ ~ /
~ \ ~ ~ \ \ 1 I ! 1 / / ' I f ~ \ \ i 11 I / I
\ ~ \ 1 I I / / - \ ~ \ \ 1 ~ v v ~ I I 1 ~ ~ i i 1 5
I ~ 1 V t ~ / / ~ ~ ~ A A
1 / - _ \ \ ~ _ \I ~
\ ' \ \ \ \ \ ~ I - \ \ \ ! - \ vv v vv 1 ~ v ~ - -
w vv v ~ v v 1 1 v _ A vv vv vv v \ - - \ \ v v v 1 ~
\ - \ \ \ \ 1 \ ~ \ _ - - -
d 1 / \ \ \ \ I / ~ ~ \ \
\ 1 1 1 + - \ \ 1 1 1 - - -
\ \ \ \ 1 I I
H i / J \ \ \ \ I ~ \ \ \ \1 \ \ \ 1 I I , _
f \ \ \ \ \ \ \ \ \ \ 1
O A v v v A _ ~ ~ ~ v v V A v A 1 \ 1 1 1 } I i I I ~ _ 1 1 I 1 1 1 I I
\ \ 11 I I I I I 1\ - \ l I I I I I 1 /
\ \ \ \ \ l 1 i I 1\ v A 1 1 I I 1 I I A A ~ \ \ I I I I \ / -
\ \ ~ \ \ - _ \ \ ` ` \ \ \ \ 1 1 1 \ ~ \ \ \ \ \ \ \ 1 , 1 1 1 i 1 I I I 1 v`---' /
\ ~ ~ \ \ \ 1 \ ~ \ \ \ \ \
' \ \ 1 1 1 1 1 1 1 I 11 1 y I 1 v v1 ~ 1~ ' _
\ ~ \ 1 1 1 1 1 1 1 v vv ' v I 1 1 11 _ \ t Y \ I , \
C \ \ \ \ \ \ ~ \ It t l O v v v A v ' v v ~ V A \ 1 1 1 1 v v v t v I v vI 1 v 1 11 v v vv vv v vI ! .,v vv ;~v
\ \ \ / `v vv v v / v vv 1 v` v vv v vv 1 \ A V 1 1 1 1 I 1 v V A V 1/ v . . v: . i
~ \ \ \ _ / ~ 0 \ 3Q 8~ 1 0 1 } \ \ t 2 v v 12 1 v v 1 ~ v v 1/ v v / v v ~ ' 1 1 \ \ \ \ ~ ~ 1 0. /
\ \ \ \ / / \ \ \ \ 1 1 \ 1 \ I / 1 \ y \ \ \ \ 1 \ \ I I I p, ~ /
~ \ ! \ / 11 ~ \ 1 \ } I
~ Av ~ vV v II 1 _ vV A V I 1 1 } 1V 1 ~ \V Av A ~ ~ 1 1 ~ V A A. I 1 1 ~ A A \ 1 1 \V A A\ \v `v A 1 1\ v I I ~ Av ~ i 1/ 1V A V A A V A v V A A V ` ~ ~ VA' v i /
m ~ r v 'v\. ~,inchv- 60~. ft.l ~ ~ ~ v
Q
O Revisions
No. Descrtion Date B EDesigner Scale CAD File R i °=60' BASEJ{LTt
Withers Ravenel
Engineering and Surveying, Inc. o i ° ALTERNATIVE 1 Date Sheet No. C 6 26 00
o TM~ aae¢RS 111 MACKENAN DRIVE, Cory NC 27511 Phone: [phone] Fox: 919-467-60((8 By Job No.
I Y J 200147 2
i I I i i

I r i i 1 r I I 11 / / ' ! J 1 ~ 11 tl / / ~ / ~ I Ill Ilti, i , tf I ~ r / r I ' i I~ 1/ ~I t i r i 1 ~ I , r , ~ i" ~ / {l, J / ~ ,I /
J r I ~ 11 r r ~ ~ i" l , r 1 I Ili I ~ I !f i ~ t i ~ ~ r, 1, I / , , ,I . r ~ , ,
GENERAL NOTES - EROSION CONTROL i / ' % r J 1 I I f 1 1 t I i / J ~ II r 1. All construct' n ' i r ~ t I I f + ~ I I Irrr r ' ro shall be m acconianos with current Cty d Rabipr Standanis $ _ ~ / , ~ / t r ~ r J attc stn t5+bs.7+ eoPa = )III r 1 f~~ % / r I / ~ ~ , ~ f ~,...--100-YEAR FLOOD BOUNDARY P7 r , ' i f ~ / ' ' ~ f i
Specfications. ' / ~ ' ' ~ _d JI I tip / / / , / r I / r SiA tO+G?,0~ 8b~5 (fU~G ~ r f 1 ~ ~ , ~ , ' , ~ 1 ~ ~ ' ~ " ~ r .F' i ? ,I~ DELINEATED BY WITHERS ~
2. The contractor shall verify the location d all strafing ude~gmunl uh'ities piior to ' ~ % ~ , A / \ ~ i , beginningconshuctian. ~ ' ~ / ~ I ~ ~ ~ 1 , , ~ i / , , , ' ~ r ; RAVENEI ENGINEERING ~ EROSfoM CoN11tOL 51'116O1.S r ~ ;I I { i , r . ~ ~ f I „ f' ~ ~ ~ ~ ~ `~i seM ~ l' 1 'I+l' SURVEI1NG iNC., FLOOD SNDY
3. NoF.E.M.A.flrod lain located on the site as rFl ~ ' ~ ~ \f _ -P Pe RM37183C020 E, March 3, ~ ~ ~ - --.~_.i / / / / / ~ ~ ~ / ~ J ~Q. t f~.~ ~ 1 ~ r .r _ _ , r~ ~ ~ FDR CORNERSTONE PARK 0
- / / 4. This site is not located within the falls Basin orSwiftCre& ' / r ~ ~ LOT 10 ~ ~ ~ \ ~ ~ ~ r ' / ~ y ~ DATED, IIiAY, 2001. ,erpo~r a?~aoN
5. The contractor shall be responsible fw maintaining al temporary se~thy~ r _ ~ -d= l ~ ,~1 t,5 l r P,E/.~TA 10rfK;.00 P,Ofi = i / ~ i ~ 1 r ~ 1 1 1 i rr ' f r ~ I ~ ~ i. • ~ ® ICCK pRClf DW ~ ~ ~ ~ 1 , 1 1' ~ .r
and erosion i --450---- r.- i , i ,St~5.58 8004 -"'i ~ „~.,-z"~ - ~ _ ~ 15+-%t' Centroldevicesshrnmontheapprovedplan. ~ i / ~ ~ i r~ ~ ~ , ~ i'C ~ t c>?~. / ~ iRFE PIIOiECipM fBA~'Itp
~ , 1 6. Allaroasdisturbedduringconstmctionshallbestabilizedwftrbm - r ~„-i ~ ~ ~i ~L.-- ~-r-~~+ _ , r ; A~ ~ is ;~L,. ~ ~ ~ .1«~. '4~~".. ~ ~ ~ ~ I ~ ,r ~ . ~ IrlT ?lIGIlL7pl1
and mulching within 15 working days fdbwing completion dlrad'mg. tad ~ ~ y,-`' ~ r ' , f' seeding, mulching and grotnd cover shall be applied to the aik fa Ibwib _ _ _ _ _ _ _ _ _ _ _ / / i • / / - • i f -•°'"~j / FXCB442 / - _ , _ i ~ r+ 1 ~Xi/(Y401 / ~ ^ ~ , r Ids 11M pWNFl,/p~lOpt
canpletiondaonslnrction. _ , _ ~ ~ r ~ Ex s~ ~ v ~ ~;r~= ~ , .1~` C a~wv. s ~r Ncr ?uQ ' o;wrucE ~ ~7r~'o sro,lr"~ i~.- ~~3~l~.~ 1~ smwrv
ng waberooursa: Turkey Creek , / / 1--- 8. Denuded 8lea: 9.8 saes. ,n i' /-l ~ ~ / k00 '~1 ~ r ~ \ ~ ~ EASEM,ENr' _ ~ ~ ~ ~ ~ladACEr rs-
~ , / }3 / ~ f~ ~ , 4
EROSION CONTROL NARRATNE ± ~ ~~i ' ~ _ - ._'._E J / f Canersiflne Park, Lots 6 $ 9 are baled n nafrrraslern Wake - ~ ~ i ~ ~ / I ~ T~ A A'~ /
iC STA 10+00.00 RQt l = _ ~ ~ / I ' t / of Rabgh s Planning Jurisdic~an. The p rojed ie epeoficefiy bated .tie north / ' ~ w / ~ ~ ~ ~-`i ` ~ t 1 /1 Ir-.,'=. ~ ~ , \ ~ ~,1 `tip
of US 70 'ust east of Ebenezer ~ ~ ' Sum. i"~ - / i ~ ~ ' ~ ~ r~ ~ ,1 Churdr Road. The project axisisls dtlaering,,- r-4~o - ~ +p~ ~ ' ~ , 1 grubbing, grading, roadway, utility and stomp drainage irrprovamrenls far 7Lbwn " - ji / t2 ~ ~ f ~ ~ ~ r / L
homes lots. The contractor shall faithfully follow the -"x~+•- ~ / ~ r V ~ r ~ m f % j l! _ h f / 1 I 0,~ ~ ; ~ 40 t~°" ~20__~ _ -AO°__ 80 160
/ .ice' ~ / r y that all sediment is retained on this site with ills erosion control ~ Z~+"- ~ I I ~ ~ ~ /I f r mreeersesar~. - P B~ ~ N I ~ I devisoes shown on these tans. - ~ . 'e ~ ~ f I f s i r r i ~ ~ ti ti , 5 R ~R " w
p Extremecereshall ~ ~ ~ f ® r f 84 RIw , - - l t Q ! ways and temporary stream crossings shah be used ft the permanent stomr 4rdrregs' ~y1 ~ ~ r 1 f I ' ~ ' r ! Fr 6a ' V' ~ ~,ry~~{
is not rcrstalled to radi . The E inset w the Ci d Ra ~e1o¢' - ~ 1?91~T' ` ~ ~ FFE I t E ineerrf warranted ma i / 15' STORM ~ ~ 451.E 1 I ng y requ ro adddanal erasion contrd measues. ,i ; ~ f ~ I ? ! it r ! ! i I i r, ~ ' \ ~ - ~ ' f 1 nc~i = 4U"'~ft.
•t ~ / i• - r ~ f ~ 4,93,0. ! J FfE. r f r! T / - r ~ t ~ ~
' rp+t~ ~ r ) , , f r ~ 4510 ; 1 ifF! CONSTRUCTION SEQUENCE t ~ i i / ~t~ ~ _ ? ~ ~ f I'~0 S~Qr 1~_ ~ / 1 1 1~ 1. Insiatitree tectionfena as shown I ' ~ r ~ t t ! ! ~~r0 1 ! f~~ I ! / 1 1 j t 1 1 : FX~B~,'` ~ '9 w1v ,tiw ! f 49x0 l ! ! ! ! 5 ~ t r•h e~ \ ~
Pro m9 on Ore ate and ca I the Cfty d Rylegh l ~ , _ YA 4~0 ,ra dl+ls.4z ! ! Inspedbns Department to make an appdntment for a field i l o ~ _ _ _ , ~ 15 S~ _ f i r f 1 i w. ! r , a, ,
- ARO ~ 1 r ~ c r ! ~ 2. Obtain a grading permit from the City d Raleigh In ~ gp.-~., 1 ~ ~ ~ t r r ,I r r r O ' ! ! , 3. Install gravel entrance, temporary diversbns, sift fenang, m e w ~ N ~ t r ! r / ! I ! ~ ~ ~ t
measures ~ shown on the approved plan. gear oll Y . ~ . _ _ ~r ,p• v ~ t r ! ! r 1 I ~ i ~ ~ti' ~ I ~ " ~ ~~`;'A 9rt}UQ.t'G FOP6 - ~ ~
thesedeviaes. ~96p~ ~ ~ 5 rt+24.39 Clg~~ ~ t ~ i ! its t r 4. Call 890-0435 foron-site ins ectian b Cor~errratian E inset. ft ~ r ) ~ r ' ' i _ ~ I i 1 ' ~ yam/ / ' t -.w- ~ ~ / r I I ! l ~ ' ~ l / ~ + " i ~ SFA'i(i+i3s3-E`n ~ ~ `
P Y n9 approved, begs , ~ ~ ~ ~ ~ ~ 1 r t r Bearing and grabbing. ? \ r r~ !
5. Maintaindevioesasneeded.R h ails. ~ - ' I f I ~ I ! ` r r oug grade . ~ ~ I ~ I r 1 6. Stabilize site as areas an; bra M u to finished with lion. i ~ ~ ti ~ 1 I ~ t r i . ~ \ ~ I
u9 P ~ vegeta ~ ~ ~ ~ ~ I I I I I 7. When construction is complete and all areas are stabilized eompbtdy, cog for an / 4x0.3- - ~ t I I I - ~ ! 3~ P I ~ ~ ~ t ~ ~ -
inspection by Conservation Engineer 40 _ ' \ ~s ~ j i j ~ I ~ ' r ? ~ 1 1 ~ 8. If site is approved, remove temporary diversions, sift ferocirrg, sediment basir>s~ ' - ? ~ 45&0 \ ' , ~ I I j i ~ t ! f i t 5.0 / (t t ~ i ~ I I l ~ A I ~ ~ , r` f ~ I~~p~, , ~ ~ ~ I ~~,f~ v.~_
etc., and seed out or pave bare areas. ~ , , ~ ~ ? ~ f S I I I I I w ~ rr r t J 4~T5.0 / I, l I'~ ; r i~ yyy ~ . I 1 l t ~ 1. ~ r I I ~ r f ~ ; 1I„~ j ~ 1
9. When vegetation has becane established, call for a final inspection b ~ ? ~ t 16 SPA a t I i ; ! r ~ y = ~ ~ s t I a I ! r~ IFFE:~ r t Conservation Engineer. ? ~ I r t r
OPEN SPACE'. , I I ~ I ! ! ,451. FFE~ % ` ` t ~ I f ~ i t , ~ I = / i i ! ~ P I ( + l ,Il Ji r } f ! / l r ~ ! ~ ~ ~ x J ' ~ + ~ C ° _ , f I i ~ 1, ! i, r Fr` i i ~ ! 1I l . ~ ~ ~ i ~ IX~~~~ $l~}
J 7f 1. y 1 / j r 1 r f 1 r I .5 A r ? ! ~ ~ ! I 7 ! I ~ i 1 1 l ~"Y. ! ~ I,.`d l r i~} i l~ ~ _ 1 ,5 i , I l ,3 , ' l i ~ t°'~' ~ / r r ~ l , r" a~ ~ , ' j ! I I I f i I ~ , l ~ ~ / Ii~ l% A Y~~ / e rr F`f,'~ A , ~ , EA~€ME~T
~ ~ PENSPAOE f r r ~ r I p j ! r ~ ~ r r 1 i , I l + I ! , F ~ TW 4JZD r l { r I 1' ~i~ ~ l ~ ~
i l i ~ / ~ .~r / / ~ ~ r ~ ~
t 1 f !l ! r r f y6 ? s I r ~ ! ~ ! r ~ I / r ~
- S( ~ ~ i 7 t r / ,~SfORMf 1 r l 1 I 1 • ~ 44'1 D~ 1 I ! i t: u ~ 1 ! ! l 1 ~'v ~ r- '1 I / r
D# PC W6 - '6fl' 0 ~ ~ i i i~t' ! i ! / p7f r' ~ r / 161A ~ ~ t ~ i~ t! r r r~ ! r r r r q f ~ \
PAU X02-79-161# z ~ ~ f r ? ~ r ! r ~ I ~ ~ c r , ~ r IOkED R-30 _ ~ \ ~ 1 1 1 ~ I ~ I ~~,t ! t % r ~ ~ i / i + I ! I / .4~~ / r 451lD
- ~ \ ~ I ~ ~'v i I l l I ~ 1 ~ r ~ r ~ - 1 I ~ Q l t / ~ ~ ' ! ~ I 1 i I I I I / 1 r l ~ ! r i
/ > ~ I 1,11j~~ I ~ 1 1 1 l,f I , , T ~ , r. '~Si max, ~rj~ ' ~ ~ Q~
r r ~ 451,5 A / 1 ~ I /f l J r 1 ~ % ! r~ yl Y~. 1 r i t A ~ ~ ~ ~ ~~~eAl.~ ~t 1 ~ i / I 1 ~'i i r F 1 % ! r ~f' ~ g~ A ^~v
- - 1 1 r p~ ! Ir /r ' lr ~ rr rl / / l i l 1' i'~ ) l .•i~~ ~'R~II~1~J~ W //r i if / fir' ~I h l t' ~ ~ p D k~ 1, ~ ~ t ~~6a.'.~
® - 1 1 1 ty ! 1 % 1~, f l ~V f r r r l / / , ~ ~ ~ l / A 4 t 7 O r 1 l r! r ! ~ r" r ! r l , ~ DES orREr~ ~ ~ • ~ ~ / , I ~ 1 ~aavrNC wA£~^, ~ \ i / Yh, ~~k"~ ~ i `•~~~,A ' J .
\ r r l~ 1>x l / t r J l r r
® \ rris 1 I ! i r 1 l ,r ` r t 1 I~ rr r / ~ 41~ ~ ~ 4560 ! rr 1 ll f f / j l /I r i t r r ' m. .
_ r ! ~ ~ , , ~a5 ~ fA91'MENf r I ! 1 ,r ~ ' ! .~1 ~ l' ~6 / ! l ~ !ems y~ tt 7 f\,fi ~ I \ f \
1+81,91 8011 = r ! ~ , r t ! r' r ~ r ~r I r 1 / I f r r l f r ~ 1+ r / f r,: ~ l , 4~.. , r i` ri~%~`-^...~. ~ ~ i~~ i r / h~ ~ I i h rl il, ~ l -~Idt / ~r , r, ~ ; l ~Dti _ A
© 5 .08'R413 I 1 q! r , i r , r r ' r%"'r.^` 4 'I / I~rI" \ /~i / / ! f i c. .l t l / ! '~V ( l~f~ i lI / ? r 1 ~ / . -I \ ~ ~ \ _ t r~. r / / / xx \r
RtT ~ ~ i r_ r i 1 ~ r/ r 1 r ~ c f r r/ ;~>r~ Ji I ! i r ! ! / r / ~ Ii013 - r , r 1 r < r , / ,F , ,i,,1 , I r' ,~i ~ r, f I , ~ ~ 1 i/ ~I', /1 ~ ~ I . / 'v y ~ ~ ~ . ~ ~ ! , ~_ti \ ~ti~, -y..l ~ l ~ r ~ ( b" i d ~r ~~s~'~ 455.5.
r r r f r~ :rr-.war ~f 1 f FfE~ ` f ! f f ~ ! l ~ r"~ it 1 4 ` / / r' / ~ ~ ~ ~ r ~ _i~- ~ . ~ / ~ ~ / I i e ~ / ~~Sr1''~ r~%' 1 / rig l ~ 1 / ` ® ~ ~~t..,~.A',. l
> i'~ I •t ~ A I ~ ; X ; ~ ,r r r 45JA 1r r' r ' ! ~ A . 1 ' ~ v , r 1 t r 1 f r t r1 ~ 1` r' I I t i ~ F , F ~ A ~ / A , / s451. ~ i r / /,~I1~,~11 i / l~ r r~ r / ~ i;.' r
? 1 I I , ~ r r r ~ ~ i ! r ! 1 t=' ! d ~ I
~ ~ / a ` r , A 13 15. 3' ! r l r ! l!r ) r r r,'! / ' - k.- ~ r 1 i / r / ~ ~ 1 I I / f ~ ~ A I , 1 i r ~~~r' ~ t f / i r, ~ / / ~ ~ ll~~f
? ! 12+h3, RO I I r r rr l 1 ' ? ! A r f 1 ~ r r~ N~ ? r l 1 1~ f 1 1 ~1 ~ l\ ? ? ~ ~ v I ~ ~ _ ~ ~0 ,v ~ , l ~`f3PE1J.3PACp ~ ~ ~ , ~ 1 I ' ~ - ~ f V/~ f ~ { / II l I
~ ~ i 1 1 l ! r l ! r 1 f ! f t 1 1 ~ 1 I ? ~ ? , I i r t 1 I r, ! 1 t t iV l 1 ~ ' ~ ~ I 1 i ~ ~ i `1 / l ~ ` , 1I F r~ t r ~w 1 ~li ~lr l 5 • / ~ i ~
A ! r~ 1 i r 1 1 l I ( Ir E r J I 1 t 1 ~Gb.l 1 1 1 :f r ~ V ~ ~V r I r' l! I ' r r ! ! f f i I f ~ t r 1 1 1 i ~ ! 1 ! r ~ 1 X5;.5 , f M n111B ~ I ~ ; / r r I { , >v, ~ / ~:i r I i l i / ~ ~ ~ A~ ! 1 1 1 1 r i { I / ; < r 11
i rr 1 r ; r r' r ! ~ 1 I I I ~ i Ih,; rr 191 f.A Ff ~ ~ ~ ~ 1 I 1 1 f I, , r 1 1 l I I f / , ~ ~ l~ X 1~ / 1I/ f.A FT ~ V t l ! ~ ~ ~ f ~9;' F , , l _ --'_t- ) I I/I ~!{II 4 / x
~ ~l~ 4RFr FFf~ r ffE. r r ! f I I r f I r r i'I r \ .5 t ~ 457.5 ' r r r i t q f i I I I i,, f r .~!i~'' S~ r 1 j 1 ~ r r 456~j ! „""7 I ! I i I .%7 I ) ~!i ~ i ~ 1 \ ~ i f 1 i ~ c , > / % ~ I I' ~ ~ I ~ ~ lI lI {t I 1 ~ , ~
~v . ~ 1 1 , , r ~ , f r r I c , I ! / . ~ ~ ~ Fi I f I ! r e r i ~ i' ~ r I ~ / r r ~1~ / ~ 11 ! ~ 1 1 ~ ( / ; / I ! 11 ~ i Q~ N ~ I f ! ~ 1 ! I r ,l `rt ~ 'mil` T ~ i i I i i 1 I r 11 l,1 ~ I t
\ l \ ~ r r ' ' ' ' b r ! I ! ~ 1 I 1 ' w 7 .tli fU~ 1 ) ~ i J / / I I I 1 i 1, 1 1 l/ ~ III// fUE1y ~ l i t l ~ I ~ i , 1 7 ~,i ;i i, ~ l r l / ~ ~ rrll/r r~ ~ ~ ,,,.I / I I 1 / ; r r' I !ll 1 ~ I/ 11~' , i ~ , , 1' r ~ ~ . " ~ 1I , , .I l~ {
1 ® 1 / ~ , 1 h I 1 1 / 1 i r ~ r a I , f ~ r I I I l r ! IW 96 , u , r`' { ~ ~ , i I ~ / ~ lfr~!lI ~ ~ ~ r 1 i ~ ! , !151.51 , /I I i -L-7w- ! { ~ i7ll;;~ s ~ I r , ! 1 1 I' I !I 1 1 I < r' 1 ~ I ! r i y, A , --7 !{ilr 1111 1 ~ 1~ I/I if,1
I ~ r 1 1 / , ' ~ / ~ ' I j I I 1 P1~E 1 ~i' ~ ~ i, I ~ 1 J ! l I I / i! , I I l ~ ~ / ! ~ r , {h 1 ~ r
T ~ r r"- ~ =416.0 ti l 1 , r r r r t % STORY' , ,'bgp = 9.0 / / r~ r i + r r ~ i 1 . ~ r% .,~,~.I~ /~C ; ! ! 1 / 1W=458.0 it l~j! / ; ~ ~ I/{I/ lip' ~ ~ r I; I ~ r ~ 1{ ~ ~ ;t i „ - "5~ l/
` =464. 1 t ! I ! / ~ _ / i/ r i I r ;:44 (l ~ 4 t l r r t3JY=45 i r I ~ t ' ~pE ! 1 1 1 r ! r FASO~FJir ~ ~ / r" ~ / i t I S I / ! r~~ f ! r ~ 1/ i r s 1 i t .`=--,c. ';.r i BW-48.0 1 1 r; t r lr, l/~ ! 451:. ~ 1 ~ r<'<!1 r" l u ,'il +r ~~t ~ ! ~PIVCE I ~ I / ~ i / s' % ~z~ l ~ l ! ~ f ~ r I/11,11; 1 / -v. 1 f ,tt ,/i ~lr
~ I i / r 1 r - 1 ~ ! t t l I ~ I f ~ v~ ~ 4 t~ , i / 1 1 i 1/ I i~ j n t i r't ail, l~ ~ ''~Irll~i/;'i
STORM DRAINAGE SCHEDULE STORM DRAT R~NfJ1NG WALL 16t°~ i R r 1 W;<45 .0 / / i ~ _151.0 I I ~ Sit' ( ~ 1 r _ t l; ~ ! / ~ . r / l t ! 1 1 1 i Iii i ~ ~ ( / l ~ ~ i'~ ~ U I rI -451A ~ ~ I~{~I~r_li'I i ~ i r ~ ,~~0 ~ 'r,"' t~ ~ lr RET NC W 1 1 1 1 i r" , FFFs J ~ r / r, II,,; / ,
NAGE scHElx1LE ( er of1JERS) NOTE, - \ Cormerstone Park -Lot 6 Comersbrre p~ _ ~ g I \ ~rl, / ry /.,-l , (DES 9Y E~S) / / 7` r 1 1 ~ r FFE' 1 4510 ~ ! ! r r ~ ~ ~ I r ~ ~ , r~ , ,r~ / rk~ L' 1 I ~ / 1 1r11` r ~ ,/r {,/i,I ll/
INSTAIl ALT FENCE AT TOE ,OF SLOPES PRIOR ID PLACING FlLL 1 Pipe Actual Pipe Aatrral USE ONERSION DITCH BERM AS PRIMARY SEDIMENTATION CON1Rf9l. ~ L ~ i b ; ' II a~ r tfz O~~i !~~'7 xr ~ L ,r455,~~ ~ ~D ~ ~ I li'ltft Y, ~ l 1-f /r/l l/~~ . WEILAWDS h ` ~ quo; I i l ~ j -,'l/! ~1 I, , 1 J I ~ ! 45~D i` / ~ ~ lI!l 1 I~!
Drai?age Pipe Pipe PQe upper Lauver Pipe Drainage Prpe Pipe Pipe upper Lower Prpe DEVICE DURING CONSTRUCTION. SEE DETAIL 'A' BELOW. ~ ~ 1 / I 145A.5 , ~ / ~ i ~ ~ ~ I ~ ~ e I' \~.~--.._..i „~~..~,i..'' ~ I if ,'!~1 ~ ~x ~~I{ll ! ~l l ~f ! / 1 r lr I i I 1 i~ i i>/ 1 t I ,j ,r~ i,, l /r ~ 1 ~ ~ -r' ~ 1 ~ lr~ , 1 { ~ t 1 i r i1 r ~ r, t'tE~AiNIy ~ r r ~ ~ ~ > t ! '7 l l l
i=tom To Ares Material Diameter L Invert Elev Irnert Elev S From To Area Discharge Material Diameter LengBr Invert Elev Irnrert Elev Slope ~ A Q1o D L S ' A Q1o D L S ~ / 1 r ~ ~ ~ 1 1 r / 'D ' ,r .,I ~ I r ~.1.. trl, 1 ill i,/I A / / 1 1 / ~ r '19 ~ l t(r~ i ~ / llll,/.
( ) ( ) (ft) 1 r I l ~ ? i ~ r - r 1 f / t / Ir l/
f r tr / ~ ~ ~ ~ / --_..L. i.. _-.r--~ - ! ! ! ! i ~j i lj , / r l l 11 ~CJF- $IONM i l r ~ 1 11{! Ak . ~ ~ ~ 8W-458.0 ~ ! ~ r ~ ~ ~f, it ! 111 r,pRy < l ! , ' ,7W-4~1'LD , ~ i,' , r ~ t; / 1 ~ i l 'Ill ,
YI 901 CB 901 020 0.71 RCP 12 76 453.00 452.24 1.00 I r 11 r YI 601 CB 601 0.45 2.41 RCP 12 80 463.00 461.87 1.41 CB 901 CB 902 0.50 2.18 RCP 12 26 452.04 451.78 1.00 ? r rr' I ! ! ! ~ g i ~ r i / i' r , ~ ' ~ L, . I D BY OTHE~3) 1/ ~ r , . ! ~ 't I , ~ , l lllj FAS~1(ENi 1 i~ r / i / ~ 1 I ~ r ~ r ~ i ,1 I r ~ i' / 1 ri Ntt ~ ~ / l! 1/'
CB 601 CB 602 0.70 3.69 RCP 15 37 461.62 461.24 1.03 ~ CB902 JB 901 1.31 5.76 RCP 15 107 450.09 448.34 1.64 ! , ; CB 602 YI 602 0.95 5.08 RCP 15 80 461.04 460.24 1.00 SILT FENCE ~ 1 I f 4 ;;li~lj~ i \ ! ll~~, ` 11 ~ ~ 1 I 1 i ' y~~y,i / r / / ~ I
YI 602 YI 603 1.01 5.46 RCP 15 21 JB 901 CB 904 1.31 5.71 RCP 15 136 448.14 446.03 1.55 } c\ ~ 448.52 448.20 1.50 C~04 905 2.15 9.62 RCP 18 46 445.78 445.32 1.00 t \ v ;r ~ ~ i i' r , ~ . 1 1 .,^"7 1' '/rr! f ~ ltl'a,l~Ilr,' i
YI603 YI604 1.40 6.44 RCP 15 87 448.00 446.69 1.50 C~05 C8905A 2.59 11.89 RCP 18 10 445.12 444.92 2.00 ' ' 1 vj-i t 11 ~ / L.-1 r r i i" ~ ! , ~ N q ! f ~ /1r I j. (l f l i r ~ I 1 1 r' r , 1// ~ 15', ~fORM ~ ~ ; h I t f I d 1 % ~ l I r, i ~ r i r r a6 i! 't I( Ilr ! ~ ~ , 1 , 1 ~ 1 f DRAIN4CE 1 / I l 0 ! ~ ~ l/ l ~ l
YI 604 CB 604 1.65 7.15 RCP 15 30 446.49 446.04 1.50 CB905A FES 901 2.59 11.88 RCP 18 94 441.93 439.00 3.12 i 4,- ! / / , 1 / I , ~ 'A602 i ~tllr r- 11 i l I F ~7T ~~yy~aK~Y7~7A/~ / / 1 / / / I l / / / ! r ~f~~~! ~ i ~ WrJ~l fi l~~ 1
CB 604 FES 601 2.50 11.58 RCP 18 56 445.84 445.00 1.50 , / i I / ~ ~ 1 1 1 I ~ r iW~455 { r`~ / r `ry' ~r_~ ~ i ~r t ~ , i i1 ~ ~ , 1' ~ I" ! . y~.._.-...; - l' ,i~ ~ f i r ! ~ I t~ ~ \ l! r r l r r
CB 603 FES 602 0.50 2.82 RCP 12 38 ~ ~ ~ ~ 0.36 1.30 RCP 12 16 450.50 450.34 1.00 t ~ / f,~ 448.00 445.00 7.89 ~ , i 1~ / i ! ! l--~",`'"'_ ' f 1~! I 1 I l l f .~._..a P' " i i .,t~ y ~1 I 1 i ! / f,.~- ~ l i I` r~~-- ~ ~ ~ ~ il! , f ~ ~ f ~ ! Ill I ,
YI 903 CB 904 0.19 0.47 RCP 12 171 448.00 446.28 1.01 ~ ~ / CB 605 CB 606 0.55 2.42 RCP 12 95 447.64 445.22 2.55 NATURAL GROUND ~ ~ , _ ,r'x 2o~'crn oF, I ! , , ~ , ~ ~ ~ 5 , ~ , ~ P/ _ ~ ,~rr
CB 606 YI606 1.10 4.99 RCP 12 92 445.02 435.82 10.00 I l ~t / ~ l + r , r IG ~`ANITARI' ! I / 1 l( I r ~ i ~ I~ r~r I~ jx 'l l tom' 1 ~ ! ~ / / ! / r 9 ! I / ~"'1 _I~', ~ N ~ iI +1 1};; fil~t~ r~u !'llr~~~ll( EWER EASEJGENi ntlNN . ! r / ~ fFE , r r , . I Illr r t ~ r 1,
YI 606 FES 603 1.16 5.39 RCP 12 30 431.00 430.00 3.33 ~ ~ ~ ~ 0.17 0.49 RCP 12 78 447.00 446.23 0.99 DETAIL iA ~ t' ~ ' C8906 C9 907 0.36 1.53 RCP 12 121 446.03 443.12 2.40 t1 i i i / ! ! i ~r,., _ Ii i li / ~ ~ ~ i ~ . I I~ ~:fll,`+ ~ f t /l/l/~l;lr~ 1 Bbt2000, PC,~39 r~ NlBYO ) ! ~ , ! ~ r~ i ~ ~~I' FFE i 47~D i ~ 471.0, l l~.~Ilri ~ ~ llr,r„rl+ t ~ ! ~ i ~ 'i r l { ,
YI 605 CB 606 0.20 0.11 RCP 12 56 445.78 44522 1.00 CB 907 HW 901 0.78 3.98 RCP 12 24 433.00 432.00 4.15 ' ! ~ f i t l " 1 I l 'V ! ~ ~ G 4eso I , , fl' I~ l , (
RCP =Reinforced Concrete Pipe, Class III RCP = Reirrfaroed Corraele Pipe, pass III ` 1 + I + I + ' i ~ r'~ / „ ~ I l ~ ~ ~l ~ 11 r, l r rl , i i l 465 ~ r r`~ ~ l t l ?~,tr i![ 1171, r;l~ / - ~ ~ 1 I I I i r ~ !s f I f ~ r i j t i ,
~ ! I I l r l~ ' ~r I b r ~ I i l 1, ; , I • l,! r; llr r r r ' ~ ~ t 1 € r r' ! t ~l4 ~ i<<. . i' ~ ~t'll t11! l l' ' r
LEVEL SPREADER DESIGN SCHEDULE l 46.0 ~ ! ~ ~ ~ rl! I l ' l q s rlt t r
STORM DRAINAGE STRUCTURE SCHEDULE Cornerstone Park, Lot 6 & Lot 9 STORM DRAINAGE STRUCTURE SCHEDULE At Flaw Entrance End I / r t i I + f I~ I .J + ;J Hill ~flll ~ I I ! l / G s ,;.I 13 f~ ~ ~ 11 I't t i i j
Comerstone Park -Lot 6 ~ p~ _ ~ g Structure Q2 Width Width Depth Length t`~ r l ~ I~ ! _ I' ' .:H ~ 111, '1 f + t
cfs ft. fl. ft. ft. Type of 'Top Shucture Typed "Top Structure FES 603 4.3 7 3 D.5 15 r ll / i ! ! l 1 ~____1-- r , + ~ _-~-r~l--'~ ~ i i ! j ~ ~ ~ ~ III , l~l f f f 6 i I l l 1 r ~1 ( ili~l ~~+a rr ! I ~ / -l--I r 1 ~ r ~ i --4_ ~ (r ( al J tP0.+J0 R 7= + I _ r r I 1 r Ili ~ ` V~ 1 h 9 .AS IXrROlJ4 i l
Inlet# SUucture Elev Depth Irdet# Slroctrne Elev Depth FES 901 9.9 12 3 0.5 30 _ ~IJ 79.7 l ~ f 1 f r i 1 ~~ll! I l ! I l I ~ I f t r ~ Orl( /1 ~
l u I~ t V rYlir! I i t l ~;f 1 7 I ~ CA,R i ! t ~Il{'r ~ ~ i~Illjlll t! 1 i I I~ f itli III~,I(h~
a HW 901 3.2 7 3 0.5 15 ~ 7 ! r ~ , I'r t 1 ! i~ ' ~ .!I i W
~ YI fi01 City of Raleigh Type Yard Inlet (24' x 24'~ 465.50 2.50 YI 901 ply d Raleigh Type Yard Inlet (24' x 24') 455.50 2.50 r Note: For level spreader design layout, see defat. CB 601 NCDOT Type Catch Basin 465.62 4.00 ~ 901 NCDOT Type Catdr Basin 455.88 3.84 , ! i I I i t i { ~ FI;Ff i ~ i ill ljll~ ~ r' , - ! ~r~ l E t f ' 1 k ~ ! r I I II I I ETA i3,i 1.67 __.._t--. ~ I i f o ~o.,. i t I t f! , I ; c 1 ~r
_ CB 602 NCDOT Type Catch Bash 466.31 5.2T (~02 NCDOT Type Catch Basin 455.88 5.79 - + r, > ~ r/r i, SEAL - i sr a+ Roos ! ; l I fFE l ~ ~ r , 4, r, ; r i ~ , ! _r f ~ ~ 1 ffE- ; ~ I ~ 471.0 i IIIf, l•• lr !',f+l I ~
~ YI 602 Cit of Ra ' T e Yard Inlet 24" x 24" 465.00 JB 901 NCDOT Tra18c Bearing Junction Box xd Manhole Crnrer 452.86 4.72 y legh yP ( ) 16.49 STORM DRAINAGE OUTLET PROTECTION SCHEDULE 0 i I i fFE ; i ~ { l ~ r l r ~ i r { ~ 4~.0 470 ~ ~ i r +ul,. t I~l.t" FF~' r 468.0,~~ i I i ail+fll"~ I l sllr,ll~ I 1423 s.
o YI 603 City of Raleigh Type Yard Inlet (24" x 24") 452.50 4.51 t~ NCDOT Type Catdr Basin 449.96 4.20 Cormerstone park, Lot 6 & Lot 9 ~ ' ' 495:0 I I , ~ ~ ~ + + ll ! ~ ~ lru' ~ l ,4510 ~ l f + l i 8 i~, it ;i rf ~ ~IN~`
N YI 604 Cft of Ra ' h T e Yard Inlet 24" x 24" 450.50 4.01 08906 NCDOT Type Catch Basin 450.37 5.25 y ~ ~ ( ) At OuBet Vebcit T CB 604 NCDOT T Catch Basin p3905A NCDOT Type Catch Basin 450.39 8.46 y, V1a Pipe Apron Dmensbns Rip Rap Stone r ype 450.23 4.39 Number (ftJsec.) OuOet Wdth Length Depth Type S¢e, dso W r r I ~ ~ ~ ~ r Stone a ~ ~ ~ 7 A l i w ~ r, r: r 1 ~ I ! ~ r _ i il~ j ~ r f t
o CB 603 NCDOT Type Catch Basin 458.00 10.00 n ~ City d Raleigh Type Yard Inlet (24' x 24~ 453.00 2.50 ~ " S¢e,dw b I l I I A l 8' I ~ i~+u ~ ~ f~rlfll ~ Y~ I 5 , 0 ~ ~r I 3 ' / , ' l__. ~ II it f II i tin
~ FES 601 82 18 RCP FES 4'-0" 9 -0 18 Class B 6 1 Z~ / ! I ' / 1 r iJII i J i it 1 / 1 , 1 i I
~ CB 605 NCDOT Type Catch Basil 451.60 3.96 YI 903 City d Raleigh Type Yard Inlet (24' x 24~ 453.50 5.50 FES 602 11.0 12" RCP FES 3'-0" 6'-0' 18" !Gass B 6' • CB 606 NCDOT Type Catch Basin 448.97 3.95 FES 603 92 12' RCP FES 3'-0" 6'-0' 18' Gass B 6' I f / ~ l "~-r I ilt(I ~ 11fI I ~ - l 1 / / / j
T 6~ , I 15' GRM i 1 b ~ l ~ ~ I i ~ ~ ~ , ; ~ ~ 1 / { I~R ra~b ~ r I ri ~ ,i,lir ~ G v n l z~ PER 1 / l ~ l '3 ~ ~ f! ~n 1
w YI 606 City d Raleigh Type Yard Inlet (24" x 24') 443.00 12.00 YI 904 City d Raleigh Type Yard Idet (24' x 24~ 449.50 2.50 p p3906 NCDOT Type Catch Basin 450.29 4.26 FES 901 11.1 18' RCP FES 4'-6" ~'-0" 18" Class E 6' ~ ~ l { I / I 7 / / EASEMENT / ~ , ~ t i ~ ~ ~ f l f' ~ 1 y l/ / l II /I I I ~ l I I 1 i i Ili ~ i~If Ili ~
N YI 605 City of Raleigh Type Yard Inlet (24" x 24') 451.50 5.72 ~ 907 NCDOT Type Catch Basin 447.16 14.16 HW 901 9.5 Headwall 15'-0° T-0" 18" Class E 6' I I / 'q"" ~ l l I I + ill ~ ti. iit i t ~ t l I 1 I""'/I / I t~ ,r I ~~i ~ lil l !
N ' =Top of Bade d Curb for Catch Basil . _ - Top d 8adt d Curb far Cakh Basle Note: Provide ftiter fabric unerliter specified as Miafi 140N or approved equal. / / I +i ~ ! i i f ! 1 I~ I' III I~ , ,i,l,l I LOT 3 l I l ! L.,OT;4 r ~ i f,,lfi ,
~ =Top of Grate for Yard or Drop Inlet = Tap d Urals for Ysd or Drop Inlet Pipe ou0ets shat have a reinforced concrete pipe (RCP) flared end section (FES) i ! 1 ! ~ : i i i
r ~ =Too of Junction Box Manhole Cover . r,., „r o... ue.,r,,,r- r..,~ „x,.....r,.
Designer Scale CAD File
°o Withers Description Date B Ravenel
14, L- -.A,- -A a Engineering and Surveying, Inc. I lD6 FROM T REMMM 5 f M OT 9 W&R 1" = 40' SHTSDECI STORM DRAINAGE PLAN Drawn By Date Sheet No. JAC 01/15/01
r 0o CONsuc 111 MACKENAN DRNE, Cary NC 27511 Phone: [phone] Fox: 919-467-6008 Checked By Job No.
IE s 0 111 200147
o ' Y

~ _ Z - S-84-2000
L _ INDEX OF SHEETS
S~~ STORM WA TER M
~ o f-i r~~ - RALEIGF~, N. 9~ 4 GMENT POND o~RALL STORM WATER MANAGEMENT POND PLAN SHT i
CONSTRUCTED WETLANDS POND LOT 1 SHT 2
Vi Vi
~O
I -
`~fZ~ LOT 14
~ % _ _STON~ilS01~DQ~VE
~ ~y, _
- ~ - LOT 11 ~ f -LOT 13
VICINITY MAP ~ I
SCALE~ N.T.S N T S
~ ' nor tz
ATiEMfON f~ON11BICi0RS -
n~ coxsrmrcrrrni conr~cmic a~+oxs~.c rox n[ mtraun cr wror ~
,w° spa ns "rrA"~° "'x~ "i.ws ~s acsr°'a~ee~ `ar "'e LOT 10 3 LOT 8
CFNIRW OICbIEERIMG DEPMI4EM AT,g~]~jQ. MO 1ME PU9JC UIIUlES OEVMlMFM AT H9o-1,~ AT !FAST
nr~rv~~ xay~ err ro eccreudc ,uw or n~aie corsmucnai. I
~a uae ro Nona emx arv awaerarrs M aowur a~- era c ~ ~~yr%
croxsimcno+t xu x~sar a~ n+e ~suvcc os wartraw ~ ,wo ecaa~ xer+sruunav or,wr xeinx as sew ricr.mES Nor uaa~crm I „s LOT 1 ~
AS A l~SIA.l OF THIS NOiIFlG1i0W FNLIIq[ a~•
FAILURE TO GLL FOR /NSPECiION. A5ALL A OOWNSINFAY PLUG fNY£
PERWIIED PLWS LW THE JOB SITE Q4 ,WY OTHER NgAMW OF dIY CIS IBVDGH ~
erwaaas x~u ~suu ~v ~ ~,wo ~ Exn~k_-. ~w nmrae ~aec LOT 7 w'~ era'. '°~p LOT 2 G~~ / ~
_ "~s~i
`l \ ~
- LOT 9 `~°m
;;,gip
LOT 6 ~P
~ LOT 5 ~
~ ~ I
0 /,'J`'~
• Y
W ~
LOT 4 o LOT 3
~ - LEGEND ~ ~ -
U
Z U
DESCRIPTION EXISTING PROPOSED / _
EBENEZER CHURCH ROAD (SR 1647)
."e 2' CONTOUR INTERVAL - ~
i,-
rc 10' CONTOUR INTERVAL
PROPERTY LINE - - - - - - - -
ROADWAY CENTERLINE - -
~ RIGHT OF WAY LIMITS - - - - - -
~SEME"T ~~"E - - - [ PREPARED BY•
CURB 8c GUTTER - -
~ ------OWNER
~ SANITARY SEWER FACILITIES • - -
o STORM SEWER FACILITIES ~m~ W I T H E R S ~ RAV
WATERLWE -ua---
R FIRE HYDRANT ASSEMBLY t+~«-0a {!a ¢~«?~-gyp AV E N E L HIGHWq Y 70, L.L.C.
~ FENCwcsrRUCruRE -oo- ENGINEERS I PLANNERS I SURV SURVEYORS 3209 GRESHAM^LAKE ROAD
e
WOODSLINE /YYYYYI N/A 117 MacKenan Drive DUAL IJO-IOU
RALEIGH NORTH
~ WATERWAYS N/A Cary, North Carolina 27571 CAROLINA 27615
~ te1:919-469-3340 fax: [phone] TELEPHONE.' [phone]
- SILT FENCING X X X # -I www.withersravenel.com
9
g y

~ \ ~ /
rI ~I-TITI - 1
NOTE:
THE OPERATION AND MAINTENANCE
I I I I I I I I I I I AGREEMENT EXECUTED BY THE OWNER SHALL BE CONSIDERED PART OF THE STORM WATER
MANAGEMENT PLAN. ALL DEVICES HAVE
BEEN DESIGNED TO REMOVE 85~ TOTAL
SUSPENDED SOLIDS (TSS)IN ACCORDANCE
WITH THE MOST RECENT VERSION OF NCDENR
STORMWATER BEST MANAGEMENT PRACTICE
~,~~m 1 ~ EXTENDED DETENTION WETLAND POND 3 LOT 10 MANUAL.
401 WATER QUALITY CERTIFICATION AND
wove vans - (PREVIOUSLY APPROVED) ADDITIONAL CONDITIONS AND NEUSE RIVER
BUFFER RULES, SEE DW4 PROJECT X001330
& ,001530.
NOTES:
(PR E' - LEVEL S (PREVIOU . ~ ~ _ -
J' , . 4 ~ 1. DESIGN PLANS FOR THE POCKET W£1LAN0 PROPOSED
~ ON LOT 4 SHALL BE PROVIDED TO DWO WHEN THE LOT
IS DEVELOPED.
2, ANY CHANGES TO THE STORM WATER MANAGEMENT PLAN
/ SHALL BE SUBMITTED TO DWQ.
1 }'~F ~ i
_ ~ ~ EXTENDED DETENTION WET 1_ T 13 (PREVIOUSLY APPROVED)
~ ~ ~ EXTENDED DETENTION WETLAND POND 3
~ " (PREVIOUSLY APPROVED)
EXTENDED DETENTION WETLAND POND 2 LOT 10 Re ~ ~ - EXTENDED DETENTION WETLAND POND 2 LOT 7
(PREVIOUSLY APPROVED) ~ , (PREVIOUSLY APPROVED)

~-T . EXTENDED DETENTION WETLAND POND 1 LOT 10 ~ - - ' ~ r
(PREVIOUSLY APPROVED) ~ ~ _ ~ -
- / i Q` i
sue' ' x~s,~
.
Z _ _ i2 i , LOT 8
L{~T 12 "
`3 d'
~0 ~ ~ ~
EXTENDED DETENTION WETLAND POND 4 LOT 7 ~ .k - _ ~ J__ , , - ~ e , ~ - ~ - : uACANr ~ .z
(PREVIOUSLY APPROVED) ~ , , ~ J / ~
L ~4~ .
i \ y ~ I ~
/ G v ~ VACANT
i J ~ ~~t / /
t^~ ~ / /
a r C - - ~ ~ , „ G,y ~ .Q,. ~ / /
v ~x ?3.~
~ ~ .
~ ~ I,OT 7 \ , ~ " /
~ ~ / ~
~ , t i A t ~ / /
F
~ ~ ! ~ \ \ " ~ ~ ~ ~ / i /
~ /
~ / \ / ~
/ i, ~ '
/ i /
r ~ ~ _l~ - ~ /
a /
_ I . ~ OT 5
/ ~,t ~ / /
1 ~ ~ / / /
/ / / / /
/ /
EXTENDED DETENTION WETLAND POND LOT 9 ~ / /
~ (PREVIOUSLY APPROVED) ~ / / / / / ~
s,+ / / / / /
~ DRY DETENTION LOT 6 ~ ~ - ~ ` + 'i ~ I ` I \ / LEGEND
~ /
(PREVIOUSLY APPROVED I [ _ _ _ ~ ~ 1._ . _ - I __1- - ~ / / ~ / / ~ 1 ~ DRAINAGE BASIN
/ / / / ~ DELINEATION
LEVEL SPREADER LOT 6 / / P
w / / ~ / / ~
(PREVIOUSLY APPROVED) - ~ ~ / / ~
w / ~ / / e`eeeeun'nrrrr J~ °ri / / CARP
J , ~ ~
GRASS SWALES LOT 6 I ' ~ LO 4 a ~ \ ~ ~ / / ~ N v
t ~ 9c'' / / ~ SEAL a
tl (PREVIOUSLY APPROVE l ua n!r W (~acANr~' / ~ i w ~ / / 18498
~ I ~ ) l~ I I I / i~ ~ io Sr/~ ~~Fh t~~~d
~ ~ Z I / / / r~"Y .~~GI ryE.~~~o / / •PtiF
~ _ - - - _ ~a y ~ . _ / / L. - / / 'relerrer e e
a POCKET WETLANDS LOT 4 ~ i' / /
(FUTURE DEVELOPMENT) ; , ' ~ _ ~
° (SEE NOTE 1.) ~ _ - ' / / 150 0 75 150 300 ~ B00
- . - _
o ~ _ - - - _ / / -
i
AQ SR I W) _ _EZ I inch = 150 ft.
RO ER - CHURCH EBEN d
g
- No Revision Date B Designer Scale . Sheet No.
0 1 RENSION TO DWQ PONDS & LEVEL SPREADERS 5120102 JAC W&R 1° = 150 CORNERSTONE PARK WITHERS R"ENEL I
° 2 REVISION PER DWQ 2nd COMMENTS 6106102 JAC Drawn By Date n I PLANNERS I SURVEYORS ENGINEERS
NORTH CAROUNA OVERALL STORM N 3 TRACT 1 POND SUBMITTED 8/15/02 KLJ Checked By JAC Job No. 11/28/01 RALEIGH, c 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] Pax: 919.467.6008 www.withersravenel.com
o JJJ 200147
Y

.
r
r~
^ I •
FES 1 33 CANNA FLACCIgA
. . 97 JUNGU9 BIFLORU9
_ \ \
I ~ 396 ~ \ \ \
\ ~ I a \ a a
\ \ ~ l I \ a a s a I A A LATIFOLIA a a a 208 5AG TT RI a a a a a a a
_ ' l a a a a * a a a a p? ~ p
20'_D NAGE EASEMENT ` ~ F a s a ppppp pppDa a s r a a a a pppODppppppppD pp a a a
I ~ a p0 ppp a a a a a DpD~ppppODpppppD a s ~ a a s
a s a Dp ppppp0ppppppODD a a a a Op D D pp
~ I a s a Op ppppp D a s a a s a a gpDpp a a a a a
~ I a r a a a a a a a a a a a a a a a a a a a a
' ~ o. ~ I a a a a a a a a a a a a a a a a a a
t. / / ~ I / a a a a a a a a a / a a a a a a a a a / a a a a a a
/ / / / / a a a a a a 3.J 5 ~AURURU~,CI+RNUUS a a a a p a a a a a a
I ~ a a D a a a a p a r a Opp ~ a a a a a ppppOppD a a a a pp a
, _ I ~ a a pppDDppDppO a a a s a* ppp a s
_ ~ - ~I a a DgpppppDDppp a a s a s DpppO a I a a s ppppp° ppppp a a a ppOq a
I- ~ X Hfl~12 o I ~ , N a a pOpDpppppDp a a a * Dpppp a a ppD ppDp a a pD
~ \ a a D pppD a a pppppDa a ~ a pppD pp a a p \ a a p pppD a a appppD
I ~ \ \ ~ ~ \ \ \ a a pOD pppD r a ppp a a a Dpp ~ a ppp a I D ppD p
a a pq a 0 I a a Dp ppppp a a pOpp p a a Dp a a ppp a
~ ~ p ppp Dp a I a s ppppp ppp a a s Dpp°pp N RATA
a appDDp p a a pppD a I I 58 N I RU a ppppp0 a a pD s. a pp a Dppp
_ _ - - _ • pppD * D a D DDpp a a pDD a
- . , - a pppppppp a ppppp0 a A A C a s DDDpDpp a s a DpDpO a a I A A TF LIA
\ • pDDpppO a Dp ppp a
i ~ a a pop pap a ppppp a 20 TA p0D a fJDDp pp a
~ I 48'0 CONCRET " a s DDD a s DDppp a s
~ I I s ~ ~ RISER W/TRASH i a a s a DDppDD a ID I I V NI a a a DpppD a
I ; RACK 6 I OLI a a ~ a a a a a a a ~ a
I I ~ ~ , a a a a a a a a
55' PRIVA~f DRAINAGE`:EASEMENT I , • , BM 2000 PC 22,38-2239 ~ ~
~ , I ~ : ,
I • ~ ~ •
~ B 5a NR - I I ~ r ~ - GU5 BIFL
~ ~ '
~ 57 ~F_?a RCP 3 ~ • _ I
I _ • I . z c
LASS 'RIP-RAP I
IPATO PAD ~ ~ ~ ~0
~ s
SSE R F C ~ UNQERLI • '~"'..r- i ~
o ~ 390 , N I I'
- I _ O \ v J
' s:. w
1 - LAN VIEW \ ND D. DETENTION WETLAND PO I ~ , / HIGH MARSH
=20 \ ~ 1. 9,338 SF FORE 8AY \ 2,042 SF
~ \ I:
~ \ \ `
. , z1
_ _ I
~ _ _ _ PLUG 70P F ~I _ _ _ _ _ _ ...PIPE- ~ t EXI TNVG GRADE I Summary Information LLl
- _ _ NOTE: AL _ G BARREL CE TERLINE Cornerstone Terrace FORE BA
402 _ _ - - _ - ..FLAG -STEM _ 5 -f~RRfFfCf Extended VWtlard Detention Pond 1-Lot 1 U~ 1 ' 1 ` I ~ 2,159 SF
_ _ - _ ~ 5 AT 3- _ _ _ ~ ~ - - - ~ \ Stain Qpeak 0?peak Max. Max- Q - -
. . -_Y.. _ _ - ~ \ Frequency In Out WSEL Pad Storage ~J ~-Ll FRAYING WHEEL I --ANTI-VORTEX DEVICE SEE- -----Yc --~------ft• i.._ /
TOP OF DAM EL=39 .0 - ~ WSEL i _ L ~ 2 16.4 0.50 396.80 0.531 /
3 _ _ - - 3 SEE CHART ~ , , , . o. 5 ~ W / 398 -PROPOSED GR DE , - , ~ . - . ~ E51: EL-397,0 ~lOR ~'1?OL 10 21.6 1.63 397.08 72 / /
ALONG. REL _CENTERL . 1 _ _ _ _ - 100 25.7 14.4 397.50 1.013 LOW MARSH
- LP OOLAR ~ ELEVA ION 396.00 ANTI 5k A , . - , r , 396 _ SEE DET IL - 6 x~TEE' <.:><, ~ _ ~ f„~ 12,415 SF
_ _ _ _ 48~0 PRECA T REINFORCED ElevatiorTS a I ' HIGH MAR '---Y-.._ . 1
- - ~ - - _ CONCRETE _ NHOLE _ RISER " 394 _ _ _ ( ) Basin Botton Elevatiai 394.50 it. Q ,
INV- _ I _ _ _ _ _ Permanent Pool Elevation 398,00 ft. IN =392,4,E - - _ _ - ~ • , ~ ; BOTTOM OF MI RO POOL=393.0
•s s o _ _ 397.00 ft. '~/~Q ~ _ - v _ „ Crest Elevation 392 _ _ i • ~ _ ~ I . V /0 SL V I'L v ~ b v ~.--._J \ ` . \ ~ . \ i
5 LF 24 ~ RCP LASS III ~ B0 TOM OF ,WETLA _ =394, 50 Top of Dam Elevation 399.00 ft. N I _ CLASS. RIPRAP _ - _ 8x6 TEE \
EAT LtAST- I ~ DISSIPATOR -P 18- -THICK - _ _ ANCHOR MANN 390 Areas `I
R INER 12 INTO CONC TE FO~?T1NG 28 401 s .ft. I SE FILTER FAB IC UNDE L _ _ _ Permanent Pool Surface Area q _ _ 4 NR GATE VALVE -
_ _ Drayage Area 8.71 ac, 388 ~ _ _ _ _ £ NCREiE f00T „ _ _ ~ , \ ;
ImperviouaArea 4,95 ac, . _ _ _ (fl x 81N x- 18 _ a MICRO POOL
USE 500 si CONC ETE ' t ~ Other Parameters I \ ` 2 561 SF \ ~ ,
Design Rainfall 1 in. runoff ~
o rn r. o o Drewdown Device 5"Orifice o CD ~ `t '
N cv ~ ~ ~ w p ~ rn rn Min. Drewdown Time Req'd. 48 hre. ~ M ~ Cf W O I ~ p~ ~ 01 ~ ~ M M M 'd' ~F M M M M ~ M Min. Detention Volume Req'd, 0.399 ac.ft. I--- ~
Detention Volume Provided 0.868 ac.ft. - - I z
; W ,
11+2 10+80 11+00 I 1o+OO 10+20 ~o+ao lo+so NOTE,
- "D RCP SHALL BE TONGUE AND GROOVE W CONFINED '0' RING GASKE . 24 ~ RISER BARREL PROFILE VIEW 1 V
-C-361 LATEST, I MEETING ASTM C-443 LATEST AND JOINT OF ASTM
1 =10 HORIZ I ' 2. KEEP 6 GATE VALVE CLOSED UNLESS THE NEED TO COMPLETELY DRAIN HIGH MARSH W ~ ~ \ _
1 -5 VERY THE POND IS NECESSARY FOR MAINTENANCE PURPOSES.
c LLl .y . ~
`t O
NOTE A a A THE CONTRACTOR SHALL SEED AND ,
o P E 8c DRILL MULCH ALL BARE AREAS EXCEPT IN AREAS IP ILL
4 REBAR 12" 5 ORIFICE N WHERE PLANT MATERIAL IS PLACED) AFTER PLANT LIST
- o,c. EACH war CONSTRUCTION IS COMPLETE SILT FENCE NOTE: a --~_~,w~ - _ _ - _ ANri-voRrEX uEV1GE (SEE oErAIL) Common Name S acin QUA SPECIES __1_._._~_-.
PRESSURE REIJEF o 0 0 HOLES , 2" DN SHOULD REMAIN IN PLACE UNTIL GRASS PLACE
n GRASS HAS BECOME ESTABLISHED. SUPPORTS AT 3' PLAN VIEW _ o c TOP IS ID CAGE CORRUGATED ' FROM BASE Canna flaccida Golden Canna 3' o.c.
~ METAL OR I/8" STEEi PULE r ~ tv PRESSURE RELIEF HOLES AWY 144
BE OMIriED, IF ENDS Of CORRUGATIONS ARE LEFT BARREL 6'NL1" TE Iris vir inica Blue Fla Iris 18" o.c. 193 g 9 OPERATING WHEEL Z' O.C.
WELDED (TYP) FULLY OPEN WHEN THE TOP IS PIPE ATTACHED. 1~2" PREFORMED JOINT DWMETER FILLER, 12" wIDE 473 Juncos biflorus Shore Rush
N m haea odorata Fra rant Water Lily 3' o.c. 442 y p 9
CYLINDER 6 11 GAGE R • CORRUGATD METAL PIPE ~i,i ° n deria cordate Pickerel Weed 18" o.c.
OR iABRiCATfD IRON I/8' o _ Tp"_ I STEEL PUff, N " 5000 Po to
iACNWELD v , 8 DIP AIL AROUND 19~ NOTES: 48"D PRECAST- REINFORCED 1 a ittaria latifolia Broadleaf Arrowhead 18" o.c. 152 S g
1. THE CYLINDER MUST RE FlRMI.Y FASTENED i0 1HE 70P OF CONCRETE MANHOLE (RISER) I rd'S Tall ,9°`~~~M CA Od "~.C. 1150 Saururus Cemuus L za ~ ,m,
THE RISER. 2000 P5F MIN,
48° 2. SUPPORT 84RS ARE ATTACHED er srPAPS erMTED ro TOP ELEVATION SECTION BEARING CAPACITY of RISER, BENEATH COLLAR p i P • • o v ~ $kAl.
6x12 .0 PACER li4R /8 RERAR ~ ~ 0 • 0 0 Q ANCHOR MANHOLE AT LEAST r 18Q98 ,
(n'p) n n 8 x8 TEE a ~ 12" INTO CONCRETE FOOTING EE ~ : ~ : r a t7 ; ~ .,FiyG
v'. v v v' o ' v IN ~ ,~y
SECTION A-A V ~ v RISER STRUCTURE p~,,,,,
ANTI-SEEP COLLAR ANTI-VORTEX DEVICE
tirc ,,.r,
I'IJ I I~1! I I-_ 4 IVKJ UAIL MLVt
Sheet No.
W&R NOTED No. Revision Date Designer Scale NORTH CAROLINA WITHERS R-m"ENEL ,NDED DETENTION WETIAND PON.... ENGINEERS I PLANNERS I SURVEYORS
Drawn By Date CORNERSTONE TERRACE
JAC 06/17/02 EXTENDED
Checked By Job No. 111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.wmemmvenel.com
KLJ 202076.0 RALEIGH,

STORM DRAINAGE DESIGnI TABLE GENERAL NOTES -EROSION CONTROL STORM DRAINAGE DESIGN CABLE -NOTES 1 , All constructon shall be In accadance with current City of Raeigh Standard, of Raeigh Standards r;r Specifications,
STRUCTURES AREA AREA C O,u:s1, OroT~ RIM EL LENGTH NVERT INVERT SLOPE Ors D~ Y~ 2. The contracts shall verify the location of all existing underground uttities pr -I = 7.22 IN/HR N= 0.01 3. No F,E,M.Aflaod~plain located on the site as per FlRM 3118300120 E, March i STORM RAIN PROTECTION SCHEDULE EROSION CONTROL SYMBOLS Iderground utilities pow to beginning construction. D AGE OUTLET UTILITY INSTALLATIONS AND OTHER PUBLIC
-All CONSTRUCTI~J WILL BE IN ACCORDANCE WITH THE CITY OF RALEIGH 4. This site is not located within the Falls Basin a Swift Creek Watershed. '18300120 E, klorch 3, 1992. LEVEL SPREADER RiP RAP STONE FACILITIES, INCLUDING SIDEWALKS AND HANDICAP ;reek Watershed. RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS
-11 IS YARD INLET WITH CONCRETE SLAB. TOP=TOP OF SLAB, 5. The contracts sh~l be respons~le fa maintaining all temporary sedimentati~ emporary sedimentation and erosion contrd At Outlet Vdocit , Vla Pipe Entrance Entrance AS SPECIFIED BY CITY CODE. THESE FACILITIES GRAVEL & RIP-RAP FILTER BASIN
-p IS YARD INLET WITH GRATE AND FRAME TOP=TOP OF GRATE. devices blown on the approved plan, -CB IS CATCH BASIN. NCDOT STANDARD 840,01. TOP=TOP ~ CURB. 6, All areas disturbed during construction shall be stabiized with tempaary see d with tempaary seeding and mulching within Number (it. sec.) Outlet 1Wdth ~dth Depth Length Depth Type Size, dsp HAVE BEEN APPROVED BY THE CITY OF RALEIGH
-MH IS MANHOLE, TOP=TOP OF COVER. 15 working days following completion of grading. Permanent seeding, mulchir anent seeding, mulching and ground cover shall AND SHALL BE SO INSTALLED UNLESS A CHANGE ~ TEMPORARY DIVERSION
-FES IS FIARED END SECTION. be applied to the site following completion of construction. on. FES 5 5.4 i8' RCP FES e' 3' 0.5' 17' 9" Class B 4" IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC Hw 1D 7.6 Headwall t2' 3' 0.6' 35' 12" Class B 5" SANITARY SEWER EASEMENTS ARE TO BE RECORDED
-ALL PIPE IS CLASS III RCP UNLESS NOTED OTHERWISE. + DENOTES CMP. 1. Receiving wotercourse: Turkey Creek. ~ DENOTES CLASS IV RCP. CLASS IV IS SPEgFlED IMTH 6" MN COVER TO SUBGRADE IN LIEU OF 24". 8. Denuded area: 13 acres. FES 1008 9.5 24" RCP FES 8' 3' 0.7' 30' 15" Class B 6" ROCK CHECK DAM PRIOR TO FINAL ACCEPTANCE,
-ALL CB, q, AND n WILL RECaVE WIRE MESH AND GRAVEL INLET PROTECTION. EROSION CONTROL NARRATIVE SIGNATURE: SiLT FENCE -X-
:hin the City of Raleigh s Plonning Jurisdiction.
TEMP RARY SEDIMENT BASIN Cornerstone Park is located in norihwestem Wake County within the City of Raleil 0 SCHEDULE The project is specifically located on the north side of US 7D, just east of Eben rD, just east of Ebenezer Church Road. This Notes: Provide flter fdxic unerliner specified os Mirafi 14DN or approved equal. TREE PROTECTION FENCING
Drainage Denuded Voume Basin Size Weir Volume phase of the project consists of clearing trees, grubbing, and rough grading of s dev~opmeni of the site, The contracts shall faithfully follow the construction s d rou h radio of site to accommodate future Pipe outlets shall have a reinfaced concrete pipe (RCP) Bared end section (FES) CHIEF ENGINEER 9 9 9 unless otherwise ecified. ~w the construction sequence and ensure that all F r I ~
Basin Area Area Required Width Length Depth Length Provided project sediment is retained on this site with the erosion control measures and ~ mtrd measures and deaces down on these o evil spreader design layout, see detaB. DIR. OF PUBLIC UTILITIES ¦ INLET PROTECTION
(ac.) (ac.) (cu. K.) (K.) (it.) (K.) (K.) (cu. it.) plans, Extreme care shall be used around existing drainage ways and tempaary ways and temporary stream crossings shill be to grading. Additionol erosion contrd measures TRAFFIC ENGINEER RIP RAP CHANNEL/DISSIPATOR
10A 4.70 4.70 6,460 35 65 5 10 9,100 used if the permanent storm drainage is not installed prior to grading. Addition may be required by the Engineer ar the City of Raleigh Conservation Engineer if 108 4,50 4.50 8,100 35 60 5 10 8,400 ~ervatian Engineer if warranted,
11A 3.45 3.45 6,210 30 55 5 10 6,600 CONSTRUCTION SEQUENCE SPECIAL NOTES: CONSERVATION ENGINEER LEVEL SPREADER
116 2.55 2.55 4,590 25 50 5 10 5,000 am a gra mg perm) om e I y o a elg nspec Ions ep men . cans ep men . 1. CONTRACTOR SHALL NOT ENCROACH INTO
2. Install gravel entrance, temporary diversions, silt fencing, sediment basins a 12A 2.65 2.65 4,770 25 50 5 10 5,000 on the a roved Ian, pear onl as necessa to install these devices. PP P Y 7 sediment basins w other measures as shown ZONE 1 OF THE NEUSE RIVER BUFFER. ill these devices. PEAK FLOW CALCULATIONS
~ 128 2.70 2.70 4,860 25 50 5 10 5,000 3. Call 890-3435 fa on-site inspection by Conservation Engineer. If approved :ngineer. If approved, begin clewing and 2. STREAM CROSSING, NEUSE RIVER BUFFER ZONE 2 ENCROACHMENTS, AND FILLING OF
~ grubbing. WETLAND AREAS ALLOWED UNDER PERMIT #0001530 ISSUED JANUARY 28, 2001,
y Minimum sediment basin volume shall be 1,800 cu. K. per denuded acre. 4. Maintain devices as needed, Rough grade site. 5. Stablize site as seas are brought up io finished grade with vegetation. with vegetation. PRE-DEVELOPMENT CONDITIONS BY THE DIVISION OF WATER QUALITY.
Sediment basins shall be tempaary gravel & rip rap filter basins, unless otherwise 6. When construction is complete and all areas are stabilized completely, call fc ed completely, call fw an inspection by 2-YEAR Q = 0.35 x 5,76 z 22.09 =44.5 CFS
specified bebw. Conservation Engineer. I \ Seatment basins shall be ciao !~~>~t~-months a when e-half fu . 1. If site is approved, remove tempaary diversions, silt fencing, sediment basil 10-YEAR Q = 0.35 x 7.22 x 22.09 = 55.8 CFS icing, sediment basins, etc., and seed out w
r'°;-q.~-„ ~ ave bare areas. ~ \ Desi n inch ^ P I 30' GTY OF RALEIGH POST-DEVELOPMENT CONDI110NS
~ \ 9 r.~~----_- 8. Whsn vegetation has become established, c I for a mal inspection b .Goose I \ e \ (t \ I inspection b .Consenrotion Engineer. SANITARY SEWER EASEMENT 2-YEAR Q = 0.55 x 5,76 z 22,09 =70.0 CFS ~ ~ MB 2000 PG 2239 - = 7.7
i 1 \ \ t 1 \ :..`ir r/ rim -'1 I 1 \ 1w\\ \ ~ 1 1 r prf ( ! 1 t r, r,~~ ~ 10-YEAR Q - 0.55 x 7.22 x 22.09 8 CFS r. . 1 }
vt t` ? e~, v v vv vv ' 8L0 OFF - g-'~=~' 1 , 11 r 11 1 tt >t \ v ee vv AS Y ; 1 i 1 11 i i ~v~ ...1 , ~ ~ > - 6 W--9FF
~ I r \ ~ v e \ ~ \ 1 C ~ ~ / , ~ V I L ! ~ r 1 ~~...r`` t !t ~ 1 % f 1 ! [ i t I l~
' \r~ 1 \ 1 1 C^ r.,~~ 1 + 1 1 ( 1 \\,,?a,,, t t i r f ~ ~ / 1 I I r `1 , \ \t e \ \ ~R``- 8 TEE , 1 r 1 1 1 'i,~ ~!`,~.s 1 1 1 r` 1 1 . 1 1 1 11 y r !'r r ~ 1 I 1 1 , II / / / ~ 1, : 1 , r I 1104 1 _.3r ~ , ~ ~ ~ ~ , -
\ 1 * \ 1 \ l t_ irr L.~i I 1 1 1 r 1 i 'aa`~'g`~~, ! 1 ~ r t 1 1 t 1 I 11) ~ ~ 1 A 1--; 1 _rr i;~-_- 1 f ,"Txz 1 / , 1 1 1 / I l~ 1 `~e I , A , 1\ \V A ! 4 1 v ^ '"er:r A 1 DRAT AGE 1 1 j I ! ~~~?~vV / ri/ rr rr t 1 /1 / I 1 1 1 I Il j t I iti ~ I - ~ _ ° 1 ~ I 1 / ! 1 ! r ! / I I
~ i I \ \ \ t t \ \ \ , , \ \ \ J EA MENI; / t t "t\\ 1 , r . 1 1 / I 1 r \ + 1 r I \ \ \ \ \ t \ , \ ~ r }I `ti 1 r \ t\ ~ r-' t r e 1 1 1 / I ~ ~e 0 I t i 1 1 } , 1 \ 1 1 1 \ \ ti r ! I j,,~ \ I I 1 1 \y\\\\~h`\ ,1 r ,r r/ ,t t 1 1l ! ! r r 1
\ IJ- 1 \ , 1 1 y ~ TW 432\ I J \ \\•~?`\J t , r r f 1 / r r 1 4 .s,. I\ , r 1 \ r r 1 1 \ r f r r b EX N 2 ! , rr f ! ~V ~ 1 1 i 1 ! \y if I ~ ~ ~ Q81 1 1 r ~ / / , } ~ _ -
\ d I I I . , , BNT\432 t , I t t i S a l 0 ~ 1 , 1 \ 1 \ r 1r ~ r t / ~ t / r rr 1 \ ~o I ~ ~ -T` I I 4 \ t , \ 1 \ a t RE Y~ ~ ~ I 1 r / 1 ff~ a \ r . ~ I d < 1 e ~ \ ¢ , ~ 1 v Q „d , ~ ~ ~ ~ ° r I ,_w \ \ 1 ~ , , , / / ,'1 1 iy8 0~3 1 b84 , 1085
` i t I f r tom` t +c6 ~ t + BL t 1 ~ t .r'' 1 t 1 r i 9 ~ I , I , ~ , 1 t \ TAY 1,36 i t //I;'l~T~'~^•~=='rr ~ ' 1 ! 1 1 i I U i t I A~ ~ 1 d 1 1 1 t ~ i i ~ \ \ \ 1 1 } r j r , ' ' 1 r ' _ 1105
0~2 I I 1 1 f I I { , 1 i l \ ~ I ~,r r•. \4~.;~~-~' s r l i , t 1 ~ ! I 1 l i I i 110 7 1 I i \ , 4 BW $32 i r ? 1 1?t rr~ 3?.:~°~-.^~ r e r s r ¢ I r I I 1 \ 1 1 1 I \ EX ' I I
\ ! k i I I I , 4 I I I f \ ~ ~ , i t ..a ~ YCJ 'e~\.~.., f - 1~~. 1 , , ~~•~/f t ' / f I ! \ 1 I I , , I I i i i r \ } ~ .~-+~...'r... 1^ ,+~i„.,\ t , , ! ` , / t 1 + \ , 1 1 1 i! r , 1 r ~ ~ r r ° ,
1 i 1 1 , I f i A I I i l ~V \ \ 1 5 ~ f--_-~ `y \ 1 I I t l bT o t i i 1 1 100' v RAI.F.K41'i 1 1 1, 1 1 1 ~ I l j ° r ,,r ! r t
{ 1 ~ V -r 1 1 1 t \ ^ \ \ 100' iRAl61G i ,tom t i J' ~ I"`` ~ ~ \ \ ~RAI GEI ~t ~ ,f' s I 1 . 1 , + t v - ' - . v t w t t t i GtREk14 Y ti1EN ~ 1 I 1 ~ I i { ~i 1 t` \ t \ \ \ ? \ \ 1 $E NT, , l t ~RE~14 Y rdENi ~e ` ~ ~ 1 1 i } t I i ° t , ~ r , r 1 ° 1 , , tv~I , , r , , / I 11 6
0 3 1 ~ 1 e ~ \ , \ \ ? , t ,M$ 2 2238 ,hl$ 2 2238 ~ 1 I I i i i l l l ° ! - -i- - ~ ` i t ° e , 1 t i I 4 1 1 1 1 4 1 7 , CB I~i I ~ I a~
1 v r r r + 1 3 ~ ~ v 1 ?t i t r i I + i Q 1 y v E ~,THERS v v r l 1 r . 1 , v t I I e ~ ~ ~ D, , r i ! ° ° ` } 1 f 1 1 t j t l l I I i i t / ° I ~ ` , v~ , } , il,l 1,1 , jl r i xs TEE v-------
\ 1 I I ~ \ l Il - . o \ \ o ~ \ \ \ , \ \ \ e \ 1 r 1 r 1 r
\ 1 \ + 1 ~ ~ y \ 11 , 1 s - \ \\o\ ~a ' \ \ t t\ \ e \ \ i r t I ~ e / I I 1 , I , I fiL p~ -
\ ~ ~ , n 4 ~ u ~ ~ \ \ 4 \ 1 V V ° \ \ 1 1 rl I i-I-, , I I, , j j 1 7 i`"' 1 1 ~ , I, I I , j i_ I`~ 0 i
\ lAiR `RE S ~ \ \ ~ ? _ _ "'~,,r'`. \ \ pooh` \ e \ 1 r r e III ~ z ~ I \ \ \ ~ r / e ! \ V e 1 ? A ~J ~ _ _ L ~V 4 \ \ V A \!1 if rr r 1 116 ^ it I I I i I I I I I i ~ 4 a ~ .1
III , 1 1 7,"7 , I III; I I l i 1 ! v 1 ICI , i I l i l ° i III r I i l10 6 v v 1 ' -ti--------
1 + s E ~ ~ \ \ ~ ~u'' - \ ` e\ \ 1b5 ` e , \ \ \ \ 1 + 111 t111,~^^ ~ I w t ~ ~ \ \ \ \ 10~ 1 r! II r I i ~ \ \ e \ \ \ \ 1 r { 1 1 \ b'4~ \ t \ \ \ \ \ t , \ I i 11 r a "'I ! r r~~ yl i r, ! I ! t i t j I I I I t l i j i I I + \ ~ FlR T ~ - - - j r ItY I i I ° I r j ° r i I i I ° I I } + STO M . ASSEMBLY - - - - - - -
1 1 l ` ~ i~:.^ _ \ \ t t \ \ \ i \ \ \ 1 1 1 ! 11P1 1I QO 1 t { - t \ i II 1 ~ \ ~ R \ 1 r t t I t\ 100 \r ` .,i .rt _ - \ ~ \t 0 \l t\ \ e \ 1 \ I ) , f I 1 1 1 1 !r rljl ,1111++~ r} , r I r r° i, i r l l l i r I I ~ v `6~ BATE VALVE r 2 ~ - , ,jrrr ~ ~r r l t° I , i DRAINAGE 8 TEE r O 1
( \ i \ ` \ \ ^sl 1n Z _ ~ ~ \ \ \ \ \ ~ t 1 d 1 1 , r ! r 1 i 1 i J! If I i , t~ \ \ \ y \ \ ~ 1 1 1 f ( 1 \ \ \ `Fled _ \ L \ ~ \ \ e \ f 1 1 r i r I ! 1tl ~ 11 - ~f , . v 1 ; 1108 1
1 I 4 ? \ Y \ \ \ I , P 1 1 \ ti/ ~ _ \ ? t 1 \ 1 1 1 i ~ r r! i! 41 t i ° r , r r ° ° °~tj t~~ °ti° 1w v , 1 I /t ~ 1 ~ / ~ 1b sj,° °j°° ,I,, I° I 1 + ~ ,
r 1 ' ' ? \ / 1i ` \ 1 1 \ \ e 1 1 \ 1 1 + 1 t tl 1 1 1 , \ \ \ , \ 1,J , 1 , , 1 1 l+ r, r r r 1 ° tij, ° rl + , 187 ~ 1102 CJ '
` ^ ~ \ I it 1 ~ ~ \ 1 4 \ , r1r ~ \ \ t
t t? l 1 r~ OV \ \ \ \ \ \ \ \ \ \ e R \ I I I 1 I r 11 1 I 11 1 1 11 = I r 1 , , ~ / , , l \ \ \ \ 4 1 \ ~ 1 I I Iii 1 ~1!?1 111!1 !I 1 ! ~ 1 ~ - _ , ,r ~ _ , S ~ , t ~ I
1 ( 1033 \ , \ , 1 1 11 1-r1 ~ - \ 1 1 \ L-y r i / / i !j ~ 1 ~ i'`'"' H T ` \ 1 4 t ti~i -tom` It e 1 1 1 1 1 ~t t 1 1 r ~ i i I ~ \ ! ,i
t r ~ ~ ~ FIRE \ 1 1 1 1 ~ i / - A SEMB \ \ \ ~ .~1 \ , r t I i 1 ~ 1 i ! a-1 r r i + i + 1` - it r ' . e \ \ <,1- 1 I I I , 1 1 I p 1 •h~ 1 r, 1~" 4 t1 r r 1 I 4 ~ ? ~ ( Q i i , ' ~ 17'5 j1,~~,, l i `
? , a~ I \ 06 f f 4 ~ 1 r ~ 1 1 ~ / t ~ ~ I i + I l i i r 1 1~ ! 002 t r l r 1~ ~ 1 1 1 1 t`"- ~ et l i ? I 1 . / t I { 1 1 l r r{r1 1 r it i , ~ jl , ° , r ~ ° r ° r i i ~ ~ 088 ~'`b ~ 1101 ' - - - - v , , , I , i ~ H A~Vt I ` ` A - - - - - - t l / ~ I r ! , 1 } ~ e
/ ~ ~ - - ~ I , { IRE R Tr , , r ~ 1 i 1 - I 1! 1 ~ - - Ii~t~, i 1 ~ ~ 1 ! , r 1 -7 ~ v e r 1 1 r 1 r 1 1 1 ,rJ 1 ~0 / >e" ~ ~ , 1 1 1 I I ~~E Y 1 1 , 11 f t, 1 l 1 1 1 1 t 1 1 f 1 v ? A 1 ~ l t 1 f6 ! r 1 1 1 1 1 1 1 t I if I j~ v ? A 1 ! 1 t 1 11 i % I / I ° ° 1 161 ° I \ \ ` ~ e ~ ,
r ~ S I r r 1 1 1 \ ? ? 1 4 1 ~ ! t 1 t \ 103 ` \ \ \ I 1 ! 1 1 1 1 J/ / • f ! 1 1 1 1 1 1 1 1 1 , + I + 1 ,t 1 \ / . ? , i i 1{ r t r! 1 1 1 1 1 1 1 1 f i 1! + 4 , + `r I ~ - ` , - ` ~ 1110 ~
1 i t i 1 t \ t \ I ,L-~ t t I I i . ,?ly 4 1 I i , ,
/ r t , ' \ / \ _r-t r l I ! t , 1 1 t e 1 1 1 ! o I > 1 1 I 1 1 1 \ r , ~ \ I 1 ! 1 4 1 r t t f r l / p l u 1 ,1 , tll° ,III fi~ 1100
sf , _ _ / \ \ .r i , I+ I 1 1 ~ 1 a f 1 1 J 1 1 / 1 1! 1 1 r I ! \ r{ 1 I r / ~ aJ'1 I 1 1, 1 r / k1 11rr i1 11 1 1 tty__r / 1 R T IhI~N V~AUL 1 t
,r 10~~8 ~ \ •1 I , i , I , , , ! , , 1 1 rr 1 cat ,1 1 1 II ~v rr 1 I I 1 1 r ~ ~ 1 G Y Tell t r t i v ~ ~ t 1 I ~ I r fl EX 6 N61117~5'R18 v s Q I t r r l 1 + l l i f e v v ~ \ ,,1111 r
~ _ 1031 NH ti , 1 , , , I t 1 , 1 r , r/ 1 , , 1 I , , , I ; v . , ~ ~ v 1 1 1 ~ 1 r ? l i I V t• _r ~ v 1 I I I ! rr ~ v ~B ~ A , i} t l i 1 1 1 1 1 1~ Lt' I t t I ! 1 1 I I I I h'~" \ V
~ \ i I i f i i t { i ~ Y ~ 1 I 1 r-, , + t 1105 f~ I l~ t E ~JF I°,,i~l~
1 i I 1 \ 1 'C L I l + + IM i'T 1 ° ~ I 1 + 109b , ~ ~ x.099 ~ a ~ ` - - - - - ` f ~ I f i I ! ° 1 i i 1 `l `F ``e \ FI ~ YDRANI #16 - _ ~ - T e L j i , r
_ ,I I i ,I I i, \ i T _ ~ , rr , i 1! i I 111031 , b--- f~ ~ 1009 + 1 I I ~ 1 , _ 1 r r , i '1 1 , 6 4} t 1 1 , 1 t+ 1 1 1 t\ \ r, 1, , I I I 1 1 1 1 r l / I i t t 1 1 4 1 1\,~d 1 ,
\ ! } 1 5 i ! 1 1 1~ ! 1 ~ ' J ? 1030 \ i I , 1 1 1 . + I I s-' v . , , t I , , , I , , 1 v ~ - ~ - v ` ~E ` 1112 ~ `M
1 , I1~ , v 1~ , Ili i ~ r 1 / . A V ~ 1 + 1 + I t{ i + 1 1 4 + I , 1 1 1 1 f v t t 1 l'1 } 1 1 4 1 1 1 e S m-e._.._ ~ ` A \ 1 + 4, i i 1 t 1 f 1 1 A y , 1+ i i "i-1' 1 t
~ fi / v, \V A { 1 i 4 y i 1 +1 V 1 1 1 it , 1 ~l 1 A A, 11 A, 1 1 1 1 't 1 1 1 i 1 t 1 A 4-~,- I 1 1 I 1 + I Ii'. I1II I \ ~ X91 ~~Q98 00 ~••-T---------
^ 1 ~-i I~ 1 I ! 1 i i A 4 1 1 \ t \ 1 ~ 1 1 1+ 1 1 I I l i l i .1 1 1 1 i ~1 \ A~ S 1 4, 1 1 1{ 1 , i d l ~6 , , ! 1
~ 1010 I I + I I I 1 , IBw~ 1 1+} tt I I l ! ~ 1 ~ ~ {i i 1 \ 1 4 1 i I _ ~ t .l , I , I I t v t v t11N 4~2 , t t I S i i i s / 1 t 1 ~ v t i i l 1 1 1 ! t 1 1 1 i t ? r t •1
_ \t \v t , 1 I I -L..i I j I y l A-6M'S43 1 1 4 I f 1 1 1 4 + i l l{ 1 / f I 1 29 1 I I 1 1 1`t vt , ++1 ttil l i it Ora 1 1 i 4 , i , 1
-v ~ ~ v I 1 1 w t l I f i I l t i j 1 ~ t t l l i~ l 1 { ~ ~ 1 1 4 4 0 , ^ t ~ ~ l 1 f ~ 4 1 + f 4 i t 1 i 1} 1~ V A 1 1 1 t i i -+--4• + t t- I I / •1 1 ^ V ~ \ 1 t t t i\~ 1 1 1 y 1 1 1 1 1 1 t { t t 4 t~ T I 1,
~''w I ~ \ , t 1 , i Tt' f l I I t r ` t 1 I 1 t t hd 1` 1' t, t I f l t , v~, , t l #poget I t++ t t l r 1 1 1 1 , .L i t 1 1 1 i r
v , ~ v v I e , 1~ I 1' 1 v 1 , ,t I+II , 1 ~ V 1 i i 1 i i 1 I l 1 I 1 a ~ t t t t vv ~ v i v - -r-~"' ~ , t l t l 1 1 ; 1,~, v 1 1, i 1 i 1 I c y t 1 1 1 1 1 t l 1 1 I j l l 1 1 r RETAIN T, ^ o. \ \ \ \ 1011 \ - , t I , ~r t \ 1 , I t i 1 , 1 1 4 DESIG YflC
t It t r I t \ \ t e t t t \ , i 1 1 t l \ \ ~ t r 1 t t+ t t t. i w I I 1 eW 410 , r \ \ S 0 \ \ 1 \ \ 1 1 t 4 1 1 1 4+ 1 1 6 1 , t + 1 i+ f { gi p 1 1 1 \ DESIG Yii ~S ~ c~ -t- ` / , \ + + , ~ e N'~ ,1114
\ ' t 1 1 I 1 1 1 l i 1 1 1 1 i I I i I 1 1 V2~ l \ 1 1 1 1 t+ 1 V t ! i ; I i i 1 1 , I+ i, 1 1 I, 1~' 1 1 r r \ 1 ~ 1 1 t 1 i t i .,`Mti_^° \ I ` t ~ l Mt'l~t l , \ 1~ + 1 t i f + t, i 1 1 1 i t 1 i 1 , k i t 1 1 9 1, i 1 I t f 1
~ \ t , t 1 b~ I r I , { , HEAD~V L Y 1 \ ~ \ ~ 4 ~ t , , , t 1 i , + , i i t , ~ 1 I I r 1 ESIG i , i ESIG ( ER9 ; , + ,ti , , I' 1093 `s 4,096 ; 2..~n - - - - -
\ I H C _ ~ ! p1 YE , 1 1 I ill t I ~ -~..~"'_--r. TE i pl s l i t t i ' i 1 p I I t 1 b i I 1 SEE ATT I _ , j 1 1 t+ I i I I I ~ 111 1 7 1 i SEE ATT I D DE'iSIG ~ , + , 1 \ + \ 'e, - - - - -
` \ N I t t+ t t 1+ t t I I t I 1 } t ~ ,1 6 ~ \ s I I I l i , I I I I I I! ! t i I 1 i m -..w i 1 4 1 r 4 , I t i c 1 i I l i i# ~ I I i 1 1 1t l i ~ l 1 \ ^4-i \ ? ti ~ ~ ~ ~ s v ~
? ~ o t, , t t 1 I 1 1 I I I A I } 1 1 1 1 1 1 f ~ 1 I ~ t
t ll I t l v, ~ ~ 1 1 1 I I p III A E i 1 ! r I I I I ~ I l _ ~ u ~ \ , I r-.. , I I III I I I ? , I at ~ 1 s' t' ~ 1
°a / /f i 1 ~ / 1 ~ ~ , \ 1 ~ \ •1,094 ~1F r>: ~ 1b,9 ~ e"xs 1TEE - - -
w SSE ~f~,, ` \ -r- - -.1.. 1 1 1 - ^y B L. - e ' W/B KIN
~ 2 I I ~ 23 I 1 1 I r ~ - ~ . ~4 1116 ,
\ ,012 \I I , I I i I r~' ~ X13 , 1 , , , -I.,T..~,., I I
` R E ~ ~ 20 ~fC
_ ^ ~ 015 , ~ ~ ~ . 1I I _ ~ I 1016 I + i , i , : I ~ _ w ~ ~ \ ! I I f ~ 1 I 1
w ( \ a W r 7 I , I i + I I I I i t !t ! i l 1 1 t 1 1 t 1,{ 1 ? f ~ I I 1 ' ~ ~ ~ ti ~ '`w c 111
~ ~ ` ' ? ? , s 0~9 (r I I 1 I I i~l ~ZS r ~ t! 111 ! 1 1 \ ~ t , l 6 i t 1 1 ,I Z ~ 1 i \ ` ? e 1 J 1 I I I it 11 1 s t t+ (I s I ~ 419 ___.1 r /i 1 \ \ e \ !
aa ~I Tt ! ? I J t { t l -1 w 2V`~1~ V_r j \t o \ ~ ~ t / i I i! 1 i 1 1 { I 1 1 ~1 Ifl i 4 1 , t, 1 L_ ~ ~ v v v 4,
? I 1 I i r Z \o \ \ ? 1 I i l f l 1 (1 s 1 1 2~ 1 1 w _^^~'EYVFF,.SQiVI I/1/CX,, ?o \ \ \ ` 1 ? j 11 I~ 1 ~ I! t f 1 1 f + i~ 1 i j 1 I 1 I I I I
> -a,.. ~ t I ^ - 1 1 1 ~ t , ~ 1 I 1 1 1 I I j ,l , 1 I 1 0 11 , l~ 102 ~I~ \ \ \ r 1 1 1 1 r ! r r ! 1 1 1 1 l~ tl ! r 1 1 I 14 9 I l t, t ~
~ 0 \ \ \ \ ^ 'I 1 1 1 t 1 t 1! 1 1 1 1 1 1 yf I l 1 i 1 W~ 6 1 - V~ ~ \ \ o 1 1 1 1 1 r 1! t 1 ~ r 1 I l l I r i s I 4 1 i t \ t/ ~ \ ! I N \ ~ ~ ~ 1118
~ _ ',Q ? \ ~ ~ 1 < r 1 1 1 r f l!! 1 1 1 l 1 1 1 1 I i I R T I Gtr I t° 1 e\~., r, w 1 ,q \ ? \ e \ o ? r rr / l ~ ! 1 / 1 1 1 ! ( ) t ;l ~ i 1 ! r { ID $ 1 ti $t 4 t 1 1>1\\ 1 0 1 2 \ ? ~ \ \ \ ~ \ \ t \
~ M -ti M1`•,.,;,ir_..~ \ ~ . r 1 / 1 1 11 1 1 1 1 'I p 1 ~l 1 1 1 I~ I I I, 1 1! 1 Il r J \ \ 1 1 / 1 1 1 1 1 i t 11 1 1 I! 4 i t 1 1 11~ \ ? / i., / ` `~~ti 9\{` AeS5fAtSLY I - - - - - -
3 ~ ~ 1 ~ 1 r , 42 t 1 s , s~ t ~~I 'r t 1 1 1 1 / 1 t l ~ 1 1 1 1 1 t 1 s t t, !p \ s - r 1 1 1 i ~ - ~ ~ a~,~..-~ v v, v~~. ~o 1 ! 1 1 1 1 1 1 1 1' ! 11 1 1 1 1B ~26~ t 1,+ t 1 i 1 1!!! v A y v
Q t 1 I 1 1 1 1 I t i 1 t v r ? ~ ' ` v, ` 1 1 I 1 1 , 1 ` 1 I ! 1 1 1 { 4 , } rill y \ \ v ~ ^__-_,w ~ ~ ~ v~ v° o v . . ? ? < 1 7 1 1 f I + 1 4 1! r l v vv t i v o f t ~ ~ ~ ~ \ \ \ ~ . W QCKIN / DESI ERS ~ ~ ~ \ ~ ` ` ~ `
y, v v t ~'~~~4r, ~ ~ t r 1 1 1! 1 1 1 1 1 1 1 ( I 4 1! r f i 1 1 'i 1 4 1 i 1 vv~ty vt t:` r , r ~ ,
\ O ` v V A 1v`~ ? ? ? , 1 1 1 1 1 1 1 1 t 1 1 { 1 I I ''1 1 1 1 Ili v V`~ / r/rrr~ , 1 l 1+ II \ MH1 ~ \ , ,e 1~ - ` A `aw ~`°.,^~e r r , \ , I° r ~ \ \ ` \ ~ \ ! O\ # 'T a„~.., 3d3\i9if CiP6Y,,~ ~ ~ ~ \ ~ \ ~ \ \ ~ 9a~ rr 'eft
~ \ ~ ~ t v \ ~ v~\ ~ ?v . / ~,.-.,t°...{.,•-,~- --~-~-~f-,}q 1 ~ Y ) TW \ 1 l yy.. ` °a ` 1 y ~r ~ \ r ~ At' ~ I / / 1 1 1 t 1 1 1 ~ ! 7 \~"'F, i 4 1 I ~ 1 ~ 1 t , t~ 1 ~!4 \ \ ` o r &0 \ \ ` , .>t „ ~ ~ ? \ 1 r t ` 1 1 1 1 1 / r , 1 r ! 1 r ! f , BNti 4 01 1 + ~ \ , ~ 1 1 e \ e 1
n ~ Yt \ \ v , \ ~ \ I / r 1 I 1 1 1 1 ._r - ~ \ t 1 ~ ~ ~ \ t 4 e h ~ 7 \ \ o, \ a / 1 t~ m 1 I T -d°--7-.. / ! 1 1 1 1 1 1 ~ t \ / 1 1 ~ 1 \ f p \ ~ ~ \ ~ ~ % ! .,,.y...,,t...l l„ 1 1 t 11 P 1 t t°°-a~ 1 1 f 1 r 1 , 1 } , , \ ! , , 1 \ \ i \ 1 \ , ~ 3D.oo~c(~ ~ >w 397 ~ tw ~ ~~~~9~, s eLOw-OFF 09'~Slp ,
\ O \ \ \ A ~ . ~ -t- 1, r ( [ 3 S S t 1 , 1 1 l \ ~ \ , ; \ ? ~ \ ter'` / / ! / / T / "~7~ i . t r ! ! 1 1 { 1 1 i S 1 1 ~ I tD \ ? m t Q~ i i 1 : o\ o i` \ ? ? t ! 1 1/ 1 / 1 t 1 1 d 1 1 i i , V ' / ~ ~ \ ~ t t \ o \ \ ~ t , ~ \ \ + f' ! , / 1 1 1 ~ ( 1 ~F~« 1 1 1 1 t i , t 1 1 , + ` 1 1 I e 1' 0 v \Y i SANIIARY SEW7=R EASEMENT ~ 393 ew J93 T ~I ASSEMBLY . 1 1 " b 5 r Iv BM 2000 PG 2236 20' GTY OF RALEIGH GRAPHIC SCALE w/s GATE VALVE ~ gtA~
c~T p \ v \ \ 1~ 4 I 1 1 1 1 ~-1.,„,. 1 0 1 \ S 1 1 ' p~ J I (1M f - L, vt V w w v \ ~ ? ~ ~ ~ e 1 / / 1 1 1 1 1 ! ~,.G-d-,..1 ~ v t 1 1 1 \ , 1 V 1 1 3 ~ vv ;t A v v ,;'y v v r 1 ~,.._L., 1 h~ 1{ ^t^- 1 1 1 i i v 1 , 1 , „ 1 , SANIIARY SEWER EASEMENT N ~ IS~9S ~
~ i ' \4 \ V ~ ,A x A \ . / ! t r 1 1 ,..,,,hw..,my, I t 1 i 1 1 , , t e 1 1 I 1 S , , ~ RA ~ L, ~ y~ v I t,. r 1 1 1 1 i 1 1 1~ 1 , d 1 v e 1 1 ~ I S 1, O ~ v v v v ? i f I 1 t 1! V i I 1 t S t v ~ v o i t I !_d..~ . 1 \ f v v v. r! r 1 . t 1 MB 2000 PG 2239 ~ a zs so loo zoo
'S ,:v ` y ~ v v ` ~ ~ / r 1 ,1 1 ..,.1.x. 1 1 I 1..: ~ ! 1 l t i o ~ ~ ~ \ \ ~ \ \ T\ \ ~ 1 t ~ ~1 1 t , + ;i 1 1 1 I 1 RE~A It16 ~ Led \ ~ ~ ~ / V A ~ V \ ~ A, ? . ~ r f 1 ! ! ! 1 1 ! 1 t ~ I ~-.e-1 t ~ \ 1 t ~ f l DE N ~ ~ $e 1 ~ t . GIN`~,• ~
vv ~ vv ~ ~ ~ / 1 t ~e w "Ea A v Y `,~,v av'~. ~ v v fv~ '^G 1 1 1 1 1 1 f 1~ d h~"' t lm.t 1 1 ~ v~ l 1 W w tiV 1~ ~ ?a , 4. v. ? r'. \`.)v ~ , /X?_ ~ ? ~ ~ ~ o ~-~'~i ! . A . h ..1._._.L. ~ 1 ~ , I -4_-.a~ ~ t 1. 1~ ~ ti ~ 1 A. 1 i H
iLi L'L'FT 1 Iff1~~~~1 . ~t
'o U I inch = 5 ft.
N Designer Scale CAD File
evisions a FR
WITHERS & RAVENEL Engineering & Surveying, Inc. De scr tlon Date AK CORNERSTONE PARK LEWL SPREADER SIGN FOR N 111 MacKenan Drive Cary, N.C. 27511 AS PER COR REVIEW QMMTS STORM WATER, SEDIMENTATION AND WIRES 1' = 50' SHEET3.Dj Drawn By Date Sheet No,
5 30 01 LOTS 109 119 129 13 & 14
o mwr ° 919-469-3340 FAX [phone] ] EROSION CONTROL PLAN KLJ 03/21/01 Checked By Job No, of IORTH CAROLINA 200147.0
RALEIGH WAKE COUNTY NORTH CAR01 0 Y

TEbIPORARY SEDIMENT BASIN SCHEDULE
Drainage Denuded Vdume Bosn Size Wei Ydume STORM DRAINAGE OUTLET PROTEC110N SCHEDULE EROSION CONTROL SYMBOLS
Basin Area Area Requited W4dth Length Depth Length Provided LEVEL SPREADER RIP RAP STONE '
At Outlet Veloaf , Wo Ppe Entrance Ezit
0 1.80 1.80 3,240 20 45 5 10 3,600 ~IS~N~ ~IS~N~I~yI' Number (it. sec,) Outlet ~dth YVidth Depth Length Dsp Depth Type GRAVEL & RIP-RAP FlLTER BASIN
8A 3.50 3.45 8,210 30 55 5 10 6,600 FES 1 6.18 18" RCP FES 8' 3' 0.5' 25' 4 s class B TEMPORARY DIVERSION
86 1.30 1.05 1,890 15 35 5 10 2,100 8C 3.25 2.10 3,780 20 50 5 10 4,000 FES 19 6.15 3D' RCP FES 12' 3' 0.6' 65' 6" 15" Bass B
ROCK CHECK DAM
-SF- SILT FENCE Notes: Provide flter fabric unerlher specified as Mirofi 140N a approved equal.
Minimum sediment basin volume shill be 1,800 a. ft. per denuded sae. Pipe outlets shad have a refaced concrete i e RCP flared end section FES
Sediment basins shill be tempaay grovel & rp rap Titer bosns, unless otherwise unl pP ~ ) ( ) -TF- TREE PROTEC110N FENGNG ess otherwise speclfed. \
~ i as M' % it ! specified dow. Fa level spreader design layout, see detal. ¦ INLET PROTECTION \
• b / _ ; Sediment basins shill be cleaned out e 8 months a when one-hdf A. ~m ~ ~Y s,
~ ~ ~ ~ STREET CURVE TABLE STREET LINE TAB ~ Design vidudes 1 R. of freeboad. EET LINE TABLE \ \ - SPECIAL NOTES. g \
>-~,.z ~ - l fr ~m~f`~- ;,..--~~'d ~ CURVE LENGTH RADIUS CHORD CHORD BEARING LINE LENGTH k. .._~r.., p LENGTH BEARING LEVEL SPREADER ~ \ \ \ h 36.32 575;33'49"E ~ ~ \ \ ~
~ ~ ~ ~ ~ ~ ~ ~ Ci 449.13 vsw -~'"r 400.00 425.91 S43'23'48"E Lt 38.32 m"-~ ~;i~~h ,m°` - ~ .ro cvw C2 44,97 1 L2 96.00 _ ~ . 1" CONTR,4CT \ „ OR SHALL NOT ENCROACH INTO \ \ 96.00 5111348E ~ \ ~ \ \ ~
_ ~.A v a ~ ~ 44.30 $2824'22"E ~ a a C3 54.82 75.00 53.61 L3 48.82 ` o o. 3 3 N F $66'3117 E ZONE 1 OF THE NEUSE RIVER BUFFER. ~ \ ~ < 48.62 S45'34'S6"E \ \ 4.~
~ 4 n ~ - a~ ~ , m ~ m AK IN C4 8.58 75.00 8.58 L 36.21 ~ VESTMENTS LL ETAL $0353'08"w 36.21 ~ " `t S89'0121 E 2. STREAM CROSSING NEUSE RIV ~ ER BUFFER ZONE 2 ENCROACHMENTS AND FILLING OF \ ~ ~
- ~ ! L5 189.88 . - ~ ~ m ` DB 8651 PG 1525 Ls 1101.74 \ \ Q 189.68 so~ros'47"w WETLAND AREAS ALLOWED UNDE ~ ~ZW~ \ \
PIN #0777.02-96-6340 a 30.00 1101.74 R PERMIT 0001530 ISSUED JAN ARY 28, 2001, o ~ \ \ o ~ S00'36'29"w , cn Q ~ ~ BY THE DIVISION OF WATER QUALITY, : W 30.00 S89'23'31 "E ,a ! r; ~ _ ~ t
_ . ~ /1 ! V ZONED R-4 - C~ (Y
g- ~ r r.~.M-~ i - ~ _a.._. r . ~ w... ~r e` v ~ w 9 W N + f 77 tp e'r J ~ ~ ~ ~
F. . .m. . - ^ , rte' i O del s' r,~ 'v ~ ~ Q W S00 36 ~ ~ ,~r~ ~ ~ r~ ~ ~ ~y~.~ 29 W 7 4 54.88 m
' ~ ,Y ~ . A ? ~ r i , 1. r ~ ~,.,r 10' TYPE Y f d f` ~ /
s ..-.w Y SE .r it r / 1 ~ 1 ~ J ~ t ~l ~ ` ~ ~ .-L ` ~ N~ " ~ ~ < ,ear , ~ ~ j ~ ~ ~ f ~ ~ r 0 36 2 1 . D2 e
_ _ _ ~~w~ m._.M - ° ~ - , ~ r r I i ai >
m t hw ~ c ! /r O t.` C4 (t 4'3.; 4`~ I I '.e~ s~4~-'~ t _ y - a - a z M~. t i ? d i ~ ~f ~ ~ y ~ ~ _ , _s . , , ~ ;arc°`° ~ ~ ~ . w_ d' ,d ! rljZ€ ~#YD ,ANT ~ , ,gyp ~ ~ r ~ ~ ^ , ~ t r ° t t I
~ - u , ~I~ ~ _ _ P _ °°rr a ~ ~ ~ ,fir= r~ - s, w C3 r r r r' i / ~ p 0
F ...11 4;;7.67 .7 131.67 131.6) 131.67 AI .67 ~ . ,rr~ Wd6 ~ w~NA V~ rra rrr rrc ~ ~ ° , . .w ~ V . ~"1 .e...s f d d yb,y ~'fR If l„S. ` rrE rr~+ ~ rrE o~ -`i i~ ft, ~i ~ - .67 431.67 131.87 'J P yE rrE _ ~ rr~l r}F N.»- ~ . , d f 33 431.JJ Q2.3J ~ 3., ~7 QO.B7 ~3Q87 470.00 47adb ~ 1 433 !27.86 l ~ .00' ~17,D0 " 2T ~ .JR-- Fn ~ r r ~ ; ~ ~ ~a o r r ~.l A } , r f' r
- L... ~ / ~ f j t ,QO 424.00 423.37 421. J f ? ? dl 'F ..~c-- ~ Err ?r~ a ~ ~ r , ~ . r ,,t~ ` f~ f ~ r~ s t ~ '`p I f I N k t i 121.00 42T.33 11133 11267 4126r 42200 47260 e,FF" rFFr F}F RFi" ' f rr€ iFE : ~.c ~ , FtE pE ; ~
p _ r. A- _ ~ : ; , 41GOD tl1CU 7 116`.67 ,N5.J3 ~4 14. 111.00' 410.00 410. 1iG00 B7 7 ' 7 b ? { R2 / - AO ),J3 r 106.00 10&00 r ~ t i `(~~(f r' ti t - _ r f` t n V fi 8 y ~ - ~
r d .M ~ LEVEL ~ ~ ~ } F, , __m-a _ EA Q
~ _r~~._~ 00 d , - . S r ~ R DER r ' ~ ~ ~ 1 1, ti P i t
1._ r ~ ~ $ ~ - . .e m,.. ~ 4+_ + y i .a,," ~ , . ~~19+00 a ~ Y ~ ry / ~m ~ , °`...1 ,per 1 j ~ f~ z O tt P ~J~O ~ ~ 1 d~. / / ~ ~ f ~ t
. , r .M h _ , . r -Q ^.....~.-r j \ r' ! ` y .+'"r r cell P. 4 X1.0 d _.4.~, a rdr r r r ,'....a V ~ , s i~s ...6 ~ "1 ~c.,..,~-..~w_...-s,..~-"'. - _ w ~ m_.„.. . a / r i ' _,w,_,....~.~z..,w,....~-n»... _ z _ ~ o i
rr ~ 4~' v ..,y i _m ~g ' .~m.,„,...,, p / i i .,,'""..r rr~~~~qq~~ a
N- f _ _ ~Y -.,...~._..._w r ~ , ~ms ~ r , _ ~ l , ~ _ . , a _ _w-~... r--A R ~ r i"t . ~ - r d t r ! / r,,...-."A' . r" y y.,~ { ~ t l~ 1. ~ 1 r~l P . ! / O , , 0
PA ~ ~ - , _ r-= r . X15',. / , f ~ 1 , , / ,
F7E fff FfE 'rFE kF f / .p . w,,. . ~ TRACT 1' 736.7 .6z, .67 ~+3x67 917av oast ua67 43ae7 : ~ rre t rrE rr*: r rte rrrr rot ~ ,.~rrE rFf pe . r. ..._ZQNEI~.. TD°,(~R1~j~,. ~ - _ rr s , iF~ f . m.. , n5 , ~ _ _ „
~ _ 430.67 4.67 YJ067 430.p 17 ~t3D.p 1U.67 430.67 470.67 430.67 430.67 ' 67 i7E . _ y l ('4 00 417a0 1 420.77 _ ~ j 1 / rr~ 416.J~1 4267 12S6~T ~ FFE y I r i 1 ~ { n..62S.RR ...41 4~~~5 :1736F- -~42 ~42J.00 41233 121.67 ~f ~ / 42zao 17L11 121.67 +z~,p N9 .1Ht67 ~ f ~ ~ ~ FFEr FEE` 0FE ~.`FFE FEE / /
I-.a»_.< w-.,,.. I - , ~ T""_, E 1 'Y~ ,F v - ly ~ `1 ! ry 1 ~ >f`. ' I t ? r 1 r , .,r q ~ y. 41G37 41fta1' a7,ae -4r/.00 , / ~ 41G37 41 r'` '}N:16 uY,6i 110.17 p1a.n lr0.17 40G63; LOG 107180 107,5 ~ r G~
~ ~ ~ ~ ~ O O O O ( , ~ fr . ~ , mu~~ ~ , - - ~ r - ~
__.x u ' _ ~ ~ ! ! r d r '"~r.,, , , ~ ~ ~ . ~ j ! ref ~ r r r''~ ~.4~ k ~ ! ; _ ~ ~`'p O" ~I- - ~ ~ i ~ / / ,z
r 1 ~ s . ...,..-.a...., i ~ .~~..4 ' ~U > ` 1 1 / . r ~ a ~ ~ i ;
. w r d` r` , ~ _ ~ ~ J f , ~y, . ~ r P..^ ,.u,_µ. _ t` A. „ , . r . ~ ? i d m, ~.9, .~dr r` R r ~ w I rr ~ / ~ o
W \ ~ ~ ~ J f i C1 . del / _ .._,r°. ,h j i 1 7 7 1 I t 1~'Lfli ~ ~!r r ~r ?1' ~c'61; rr r, p5 rr r / i ~ ~.~.r`k ~ / r , t 7 `7F g ~ r I dr ,/s - ~ - /~r
ty ~ Q v ~ S € t t ! 1 i f f l ~ t'` T ; „e ~ r r.y ~ .d V I w ~ T t ~ ~ 7 , r r L° to ~ , ; ~ ~ d, d•t` r y r" ~ L N ~ W 59 , ~ -1 w ~ , r ~4 ~ .
w a~, - ~ I t MAIL t ~ i r r ; ~ II r iu I ~ t R r~ ~ 410--."" , .a.•. y
rr' r rr rr f 1 f t~ 1 ~ ~r ,.n...._ V ~ 111 ~ , M^ r
~ t t 1 ~S f I ti~`'.i ~ s d ,4 ~ , , _ ~ _ ry . wa - ~ ~ i - - t - ! i f l I I J i ! { z ~ol _ \ del rr r?d ,d Y 'r ~r Q'° ~ / 11 O t ~ ` ` . l~
I °j 1 f 1 OQ t t ! 1 ! JJ r, ~i'e1 r d'~ 1 ,~f fr_ r'` 1 s r / ~ ? ~
~4... , 4 i I I l ~ ! I 1 t t f ~ ! sr ~P_ ~_t, s} J ~1 f i f ~ °~a i t J ~ I ~ I ~ . , fr j / r/J ri 1,.. R I R~ , 1 ` J p°~' I i ` r _ ~ "O NO~ r'° rr / ~ d ~ .f M.~ ~ ~ r f i ~ _ 41. ~ ~,rV
I ~ f C 1 / - ~.ea , r r p i I t ; 7 ~ t„ r , M ' 7~ / r fr > } ~ i - _ d ~ t
1 I ~ y h I ! 1 i w~ f / / r,, 1 L„, 1 1 ~ r,r7. t r / 'J I rrt 4 ~ d J / / t ~ 0. ,r rw.~ , ~ 1, j 1 ~ ~ / 1< / ~ - ~
~ ~ 1 C i 1 I 1 / 4 ,r 1 d Q 1 ~ t 1 1 1 1 .00 ~ f < / { t i r ~ i 7 r ! J r 4. N r ~F", .sb t } i Z' y! i i ~V f ~ J~~ 1 -1 . F i~' ; rte` / , , N
~ 1 1 i lEft'~ I 1 t 1 ,#Ef °1 1 ! ? 4 ~ f~ ft / 'I < ~ ~'wa~ r ~ ~ i ! '~1 ~J~' ! r t r ! r / '41553 ! r ! In / ! i ~ ~ i F 6 ~ ~ ~ ~ ~ , 1, ~ /i / S ~ ~ ~o~ I~ ST(~AIE PARK
_ ! V. .f` ~J I d 1 ~ ~ ! p t Jf mow, ~ ~ s ~ ~ J J d r l J ! t f ~ €I r\ ~y ! y 1 1 r~ ~ ~ ~ 6r ! 1 4 ~ t ri ! ~r~ ~ ~ A rvo+~.a ~.:J h 1 1 t,~dl„, q ~ ~ ~ r A~"l CLl
_ ~~F~,1 1 f ~ 1 ?rI / Ji ~ t ! 1 d d d i !J t I ~ fj ! ~ ^lfr.. - av ,V ',yh~4 ~J_.,,, P 7 .....s~ ~ E ~ ~ / / J r J E~ ~ ? / A / t / ! ~ ~ ` i is ~r ~ F / o W
,cP I ! 4 ~ r J ~ , ~ ~ SPRE ER , ~ W ti. .,,i ^ `v,~,,,yr•+°'. ''s..,. mow'` t\ o r r~.• \ ~ ~ I
. _w_ y r f ~ i
Y~ 7 i # ? / ? 1 !fir ! i d , i / tt ! ~ . g ~ w ~ w _
kr f f II ~ ! ~j ! ltfll{ 'i d t ? / ? y.r 8 r j d p ! _ ~
f ifi . m..z- I' ~ ' J- ~ ~V i d? d ' d ! r / r 1 1 p ~ ! ~ f / i 1 ~ r' r..~ -
! d ! ! ~ r k. _ ' f I + r _ 1, y
; , ~ ! r ~i p i d 1 : „"°._4 t a` v ~ ! t t r t; t ? r i ! e,,,~..., r . ejlf , 31 r, ~ d ~ . - ~ ~ ~ g s...., _ i ~ _..w,
°.d 1`f'"f ,1, l y J ! / ~ ! / j ! ~ J d? rdr d ~ r ~ , q r - J 1 4 / F a F~ V _
I d f I / ~ / 1 / ! J JJ 1 / / r.~ ~ r ~ s t r'f ~ m~_ , L _ ~w~ PEAK FLOW CALCULAl10NS
s ~o J , F t' - A 1 / J ! J I ! J ! r ! q~l,. VA 1- ~s( .r r° r/ r w. _ l ~J i S / j 1 r ~ ~V?b s s' / a ~ ! ~ / / ~ ! / / J 1 I ~ ! ~ ~ jt 1ti it ...f` rff~, E,. ~ - -.~_..e,».._'° .v>._.
_ - I ( , / ~ C1 I / 1 d r r~ \ ~ J* r`ts ~P , y/~ ,.-r~r..K .a,. . . . l` 1 ,r l : ~ ~ ,i 1 _I "f / / i 7 j i . ~ t r _ ~ rr j ....y. ~ , , PRE DEVELOPMENT CONDITIONS Y °`l ~ ~ \ \ R °°°""fls~-...;~~°,,, ~~y ~ ~ . 2-YEAR - .5 x
ti 0 1 / ! ! ! 1 1 , ~ t -~~-~~~-~~~--.~r~" ~ ti, ~ Q - 0 5.76 x 12.29 = 35.4 CFS
i f ' K ! > / ! ! l 7 l j I i z~+, r ..,~..«+a>^` r.v mfr ,d"`,„ d~ ~ _ ~ .._m„,.. I11,~ = d ~ r ~ __._a._~._ w"'"~--~ "~~w ~ 10-YEAR Q = 0.5 x 1.22 x 12.29 = 44.4 CFS y _ ~ ~a ~ `
, I / 4" T. -.~_~.,r.N_;_„ y~, •.1`~., POST DEVELOPMENT CONDI110NS
, ~5 lr I t ~4.v ~J ~ 1~1 ~~/"111\1\~ w«~ T / ~ ~ , - t t - - > try f t l~ / . _ e' ~ ~ e...., ~ ~ , , I / i ~ ~ 2-YEAR Q = 0.58 x 5.76 x 12.29 = 41.1 CFS
o ~s ~ ! t , ~ ~TR'A f ~ ~ ~ , p r b.r ~ _ t~ pp w, 10-YEAR Q = 0.58 x 7,22 x 12.29 = 51,5 CFS '
z ~ , ! J ~ t I / ~ , ~ ~ f , r ! ~ t `,d' -OIC~.,..t'~- I~-'044•--~.., ~ r l,,J, ` ~ ~ .
~,k z ~ ' ! i- / t l / , ~ • 1 ,=+„4~„~ r .r ,>~'i r r'°" ,,,r _ s..._.,..-.~... ° d ~ ~ T - m.. ~__..~._w-K ~ , , r,.C rte, 3
V-r'Q 0.m Ai ii ! I! t del V ~ \ ! 1; ,~y.+~ E , ~ °~,a~ rr _..„..,..~..r , r ~ ,
I Vic' f ~ J ~ ~ tp°___ f, 1
' ~t t s' ' `t ~ 111 J ~ f /i.
:
W OQ 7' ~ ~ 7 ! d di/' / 'r'r"-~""'..r.......-M^"""' Rt i t / / y , STORM DRAINAGE DESIGN TABLE ~
Y / I'•. l id r} `J r. o-.^'.'".` - ° 4'; tr 6'i~.'L~V/ I !l~ J ~d l . # I' ~ ~ SI GLE ~ ,y 0 18q y r, rr ~ - r` , ~ SiRUC1URE~ STRUCTURES AREA AREA C Q,wEn QTOTU RIM EL LENGTH INVERT INVERT SLOPE DAN DpE~pr V~
- _ f 1 f ~!E W O \ ` ~ / / O 1 ij rJ t ! r L~' V o~r~
f' !
~ _ ~ ~R) f \ rt rt, aryl j° Y
~ ~ ; ~ - - ~ , GENERAL NOTES -EROSION CONTROL ~ l ~ ~ r ,R ~ r , z ~ I„ ~ f Q~f ° L ~ F ~ z = t r 3'
w ~ ~ ~ ~ , g~ ~ I construction shill be n accordance with current Ciiy of Raleigh Standards ~ Specifications. ~ ~ ! w ~ f' s ~ 2. The contracts shill verify the location of all ezistin under round utilities rior to be snots construction. ~i ' e' ~l a r' r' .e~
~ ~ Zl W d 3. No F.E.M.Afl on located on the site os er FlRI~ 3718300120 M r h i 9 9 " ~ " ~ r r w 1 ~ ~Q ~ p E, a c 3, 992. s~ r , 1 , f J
> ~ ~ • _ ~ ~ 4. This site is not located withn the Fps Basin a Swift Creek Watershed. , i f , ! r c~ l ~ ~ i I , ' S. The contracts shill be responsible fa mantann dl tem oar sedimentation and erosion control ~l r7 ' 1!
9 P Y ~ f t ~ ~ devices )sown on the opproved plan. ` ~ ` r` f 1 q~1~j{}~Sl ..I±r~i,1,1 /ids
rn ~ ~ 6. l ;p r f l d- NI areas disturbed dodo constructor shill be stab1ized with tem oar seed'm and m I h' a ~ f ~ ~ ~ 9 15 works da fill w' 9 P Y 9 u c mg within
_ ~ r ~ r t"~ r` ,f` ~ g ys o m9 completion of grading. Permanent seeding, mulching and ground cover shill ~ ? ~ ' ~ ~ x i ; ~ r' .~z~ ~ be applied to the site fdlowng canpletion of construction. 1 (r ~ k~~~,e4-~ ~ i I d t'°~ 'T '.r
3 E ~ ~ ~ ~ r' ? r ' ~ a 7. Receiving watercourse: Turks Creek. ~ ~ ! , ~ Y CONSTRUCTION SEQUENCE 8, Denuded sea: 9.85 owes" S._ }~L ~
a - it ~ s ~ ~ ~ ~ ~ J r t sin a gra mg perms om e i y o eig nspec Ions spa men . 2. Install ravel entrance, tem orar diversions, silt fencin s~diment basins NOTES: i ~ o " a~.~ . NOTES:
EROSION CONTROL NARRATIVE 9 P Y 9. s other measures as shown ~ Ir ~1 ~ ~ "t v~ ~ J - fJ ~ t ' ; t ~ w i ` , , on the approved Ian. Clear onl as necessar io instaN these devices. -I - ~ -I = 'r'.22 1N/H}i N= 0.013 ; ~ 1¦1 ~Q".+'
Cornerstone Park is located n nathwestem Wdce Count within the Cit of Ralei h s Planni Jurisdiction, 3. Call 890-3435 fa on-site in ection b Y ~ p a ~ ? v i~ ~ ~ ` ~ ~ _r' ~ Y Y 9 rig Conservation En 'seer. If a ro -ALL CONSTRU; o , a ~ Q~ ~ ~ r The project is specificaN located on the oath side of US 10 st east of Ebenezer Church R Y 9i PP begu: clearing and ALL CONSTRU;TION WILL BE IN ACCO4DAN(1: WITH THE GTY OF RALEIGH ry ,
, i° ~ 1 ' ~ q` P' i'0p hose of the ro' t card ~ ~ Dail This grubbing, -YI fS YARD IN~I o ` f ~ op. p p fec sts of dean U bbn and rou h rods of site to accommodate future o i i r ± ~ t { 1 j ~ Bevel ent f 9 ~ 9N 9~ 9 9 9 4. kiaintain devices as needed, Rough grade site, ~ -GI IS YARD Ih'l -YI IS YARD INLET WITH CONCRETE SLAB. TOP=TOP OF SLAB. t<<t L. J 'o -Gl IS YARD IIvLE1 WI1H GRAZE AND FRAME. TOP=TOP OF GRATE ~ eete46~ ~
ry ~ ; W ~ ~ , ~ r opm o the site. The controcta shall foithfully idlow the construction sequence and ensure that oil 5. Stabilize site as areas se brow ht u to finished rode w ~ ~ ° / 9 P 9 11h vegetation" -CB IS CATCH ~ ' { f r a ~ I ; ~ ' , project sed'anent is retained on this site with The erosion contrd meosures and devices drown on these -CB IS CATCH .BASIN. NCDOi STANDARD 840.01. TOP=TOP OF CURB,
r t' ' i I • ' ans. z 6. When construction is complete and dl areas are stabilized;completely, call fa an Ihspection by -MH IS MANHa ~ ° r' r r ; ~ ~ ~ „ , pl E treme cae shill be used sound ezntn dross wa and tem oar stream aosdn s shill be o « ~h O~ L~ 9 9e Y9 P Y 9 Consenroiian Engineer. ~ t -MH IS MANHO~. TOP=TOP OF COVER. GRAPHIC SCALE
j ! e M 7 f used ii the ermanent storm Bran -FES IS FLARE - ; a , ' P age is not nstdled prig io grading. Additional erosion control measures 7. If site is approved, remove temporary diversions, silt fencllg, sediment basins, et', and seed out a ~ , ma be r red b the En n ~ -ALL PIPE IS ~ ! ' ~ t i / Y ~ Y 9 ~ a the City of Raleigh Conservation Engineer if worronied, pave bare areas. ~ -FES IS FLARES END SECTION. -ALL PIPE IS (!'LASS 81 RCP UNLESS NOTED OTHERWISE. + DENOTES CMP. e0 0 2s so 100
d ± `t i ~ r f 8. When ve station has become e ~ 4 DENOTES CL~ 4 DENOTES CLASS IV RCP. CLASS IV':'S SPEpFlED WITH 6" MIN COVER TO SUBGRADE IN LIEU OF 24".
3 a « s « l ~ ~ / r ~y g stabhshed, call for a final m~speciion by Conservatiorw Engineer. f f' k I - ~ ~ t . ? /
F I w ( [N FEET )
w 1 inch = 50 ft.
00
8 WITHERS & RAVfNEL Engineering & Surveying, Inc. o.evisions Date Designer Scale CAD File
S 111 MacKenan Drive • Cary, N.C. 27511 CORNERSTONE PARK, LOT 8 STORM DRAINAGE, SEDIMENTATION AND EROSION W & R 1" = 50' SHEET3.DWG
0 ~ ERS 919-469-3340 FAX [phone] RALEIGH WAKE COUNTY NORTH CAR Drawn By Date Sheet No.
W & R 03130101 JORTH CAROLINA CONTROL PLAN Checked By Job No.
KLJ 200147.0 of 10

i ~ w O ~ 'ate. I /
p D / Q ~ /
z n Q ~ ~
~ ~ 4. I ~ s ~ ~~n ~ ~ ~ •
LOT 3 ~ Q ~ Q~ ~ ~O~dO "~~0' ~ a / ~ ~ ~
uO~Q m 4 , pz0 i ' ` ~N ~ ~m m ~~wr ~ ~ ~ Ri O ~ O O
~ p ~0 - zr~p (X: ~ Qm' z0 ..,dry ~ I ~ ~ ~ ' U t ~ ~ ~i ~'i~ ~ ~ . ~ H W ~ I
r~ _ Q ~ Qi; c,-.. m L~ ~ p z~g ~ ~ ~i li~~l~ ~ !iii ~ ' 1 ~ C7~
~ ~ 6 ~n,! m 0 z W~ WW ~ " fl'+ " O
WESTFIELD HOMES OF z ~ I i i, rii~~~~i i i~~ r ~ ~ ~ d ~ ~ ~ a N
I CAROLINAS LLG z ~ , z ~ .PIN:. Olll-18-004q ~ ~ ~ ~ z w ~ Q ~ , ~ ~ ~ ~/„~U~t~~l~~i~i iii. p.. ~ i ~ ~ ~1 V1
I -N to ~ ~a; i ZONING: GUD-TD ~ Q ~ u ~'s ~ ~ - ~ i / l~~l~ lei ~i ~ 1 i ~ 1 W H i i a
USE: VACANT ~ _ ~ - BM. Ogg50 044 i - i~~ ~ , V ~ , ~ ~ . i' ''~i~'~~~i~'~~i~,'~i v iii ~ ~ ~ C.7
~ _ - ~ ~ ~ ~ ~~~r ~ -LOT--~-- . - M ' HIGHWAI i ~ Z'lf~© 1 ~00 HIGHWAY 9~ T'~'~LC, ~ 7 ~ , ~ ~ ' ~
, ~ ~ - - - ~ ~ ,._v.,, . ~ ~ ~ ~ _ _ _ , PINT O~Yt7>1s=8~~1 ~ ~ i~ i~ ~"r ~ i ~ i i i ~ . , ~ ~ ~ , P, ~ ~R Qr G+a O ,,.;%r,rl~~d,~; ii . ~ ~ i ~ ~ TOWNHOME'A 50G~iNG~. A F ~ ?t~
~ . ~ ~ ~ x , , _ - ~ zo r i , ti - ~ , - , ~GOM ...-G ,NJ a ZONING: GUIa-TQ~ , ~,e. ~ ~1~. ~ ~ ~ ~ PIN;'07T1-& ~0540~ ~'I ~ USE. VAGANT ~ ~ - ~ ~ I ~ ~ ~ ~ ~ ~ ~ ,-r
_ ; m~ rm m~ ~ , _.ti = 6a-- ~~t~ - ,,,ter - raj ~ - F! , ~ ~ , ` ~ ~ ZON NG. ~UVcTU BMrbB 8l/0 6 ~ ,l~~~i o ) , ~ ~ ~ ~ :I W U ~ CD ~ 9~ - ~ ` ~ ~ ` ~ USE: INQUSTRI O C~ ~ ,~,rY;~,~, , li ~ ~ ~ww W GCi
~ - ~ ~ ice- x 1, ~ ` ~.r Fl _ ~ B=8 r . ~ m _ i, - - - - qi... _ _ ~ - _ i ~tirl,~ ~i 1 ~ i y, ~ , ~ BM:09505/23~1~\ ~ 'Q; Ga
1 _ _ { oobb 'YYyy _ ~ O~ ~ ~ ~ _ _ _ ~i D tJEI15E 87F'.EAM BUS ~ i , ~ ~ I ~ ~ i~ ~I , ~ bg ~ti ~ ~ ~ ~ ~ ~
/ ~ / ~ ~ _ I _ z w ~~i/(M~F~'~DFROM TOP~~''~ ~ i ~ l' ~ ~ ~ ~V ~ ~ W R'i Gy ~
w~ / ^I ~ 1 iii:6~°~NK EACH 51DE) ~ ~ t~. ~ I I I l-, 1~. ; 1 ~ I~~li~~~,~ I ~ <,V~lllf ~ ~ A
, . _ / - =_'i ~ - Y : i ~ , . ~ _ ~ ; ~ EXISTING GURB AND
i _ - _ , ~ ~ J ~ ~ ;~,rr~, ~ ' ~ E~Cis.TIN6.~ GONGRETE
v _ ~ s i l I 1 ti-. i p4 ~ i i ~ ~ ~ 51bE~.K I
i ' - ~ , -y,r. I r.~_ _ ~ 7 I I ~ ~ l~ ~ 1 ~ I:
s , ,
D I~: ~ ~ ~ I ~ d ~ ~ ~ EX. WETUANDS ~ ~ ' 4 ~ ~ - ~ ~ ~ ' ~ - ~ ~ r s\ i ~ ~ _ = ~ ~ t__ - _ -
i t~ i ~ ~ r ~r~~ ~ _ ii ~
- i i~ ~ i -
~ ~ ~ ~ W~~ti ~ ~ ~ ~ JIM W. BRADKE TRUSTEE ~ i , ~ ` _
PIN: Olll-61-5541 ZONING: GUD-TD ~ a ~ r, ~ ~ ~ _ ~ ~ ~R ~ ~ _ - - a ,-.i- ti ti - ~ ~ 4 ~ r ti-
USE: LAND GLASS ~ _ ~ ~ _ - - _ ~ _ 1 ~V 1~ 1;~ i~:` ~ -mil/~ ~
GO ERGIAL ~ BM: 03465 Og42 ~ ~ ~ - i I ' ~ C~~ ~I~
~ ~i ~ ~ ~
i~ i i i, ~ ~ ~
EXISTING 5' CONCRETE ~ ~ , SIDEWALK ~ i i ~ 1 ~
~ , ~ ~
i~ ~ i ~ ~ ~ ~ ~ ~ ; ~ , I
~ ! ~;i ,
i, iii
Q RALEIGH NG ASSOC. ~ Q PIN; OT?"f-11-1212 ~ i i ~ ~ r, ' ~ A ~`i. ~ l', ~ i ~ ~ ' ~ , ' ~ , Z
ZONING: GUD-TD ' ~ ~ ~ 0 iii ~ ~ ~ ~ ~ ~ l~ o
~l a USE. LAND GLA55 COMMERCIAL i, ~ ~ ~ ~ ~ BM: Obg32/Og33 + ~ > > ~ ~
~ ii;r ~ ~ ~ ~ ,,r' ;i i, ~ W
T 2 ~ ~ ~ ~
~ ~ ~ ` ~ ' LOT v~ ~ ~ ~
I ~ ~ ~ ' 18,40 AC ~ ~ ~ ~i~
~ a ~ ~ ~ x '
~ (Y. li U.1 w 0 ' ~ ~ ~ ~ ~ by ~ ~
N ~ ~ W ~
0 w ~ z ~ilii~i~~ ~ `III l'~ii~l~i~~, I,;, I I i~`.il,, \ r,l,j l 1 I1~1 ilk
w
~u ~ ~ ~ ~ j iii p ~ x
~ i 1 ~ I~ ~ i,;l r~' E"~
CARMAX ~ a d ~ ~ I1 ~ ~ I~_I I I~i~~r' ~ l L>:l
! U~z i/~
i
i ~
i ~ ~ I I 1~~
~ r1 I. ' 1 i I ~ ~NIF , ~ 1 ~ l I i ' J~ r-~ ~ r~V ~I~ ~ I i' ~I~ del 1 i 111 ~ I 1 ~ /III - :,i i I~ ~i
~ ~ l i 'll ~ f - _i ~ ~ ~ ~ ~I ~ ( ~ , t
~ ~ ~ ti 1~ ~ ~ ~ ,EXIS~TI~ GU(~B At~ , i , ; r ~ , i ~ r 'i ~ I~I i ~ ~ ~I i illy ,~~i~l i ~7
~ ~ ~ i ~ ~ ~ ~
r
I r EXISTING 5' GONGRETE `•~t~ , r ii i ~ i i ~ i'~ i O
i~II -iiri n~ ~ i ,
i~I~VII~ V~~. i ~l ~/I ',ii,~ iii ,
~ ~ I I I yid~'~~I ~ ~ ~ I ~~1~ li~~ , A~ ~ ~ I ~~'/~1/~~ll~/r~/ r ~ 'V'~:~ / ~~~i i l ~ i~ i I ~ ~ i
'i ~,i r
~
~ ~ ~ / ~
~ i d Yla ~ ~ , ~ ~A' ~ ~ ~ ' ~ 1 ~VA~ . ~ ~ h, ~ 1 f' ~ LOT 1
~ / l V~~~A~ ~ _ ~ ~ 8.5 A ~ P ~ 4~ 0 C
~ r ~ (J~
/ ~ l 'l ~ ~'~1~\ ~~t~ ~ v~ 0 ~~p~~
~,~Nryll~~~p', lIl'i~~ ~ ~ ~ a I -,r ~ ~ ~ ~~,0 ~ ~
`t~~r~i! v1>> ~1 ~ ~ ~ to ~ r ~ ~ t" VP ~ I ~ Ili ~ A \ + A / (J J P~ , 0
~ Q 4 ~o¢'~ ~ ~J ~
~ ~ ~ :~r' 1 ~ ~ ~ ' b o~ e° Z
0 0
t, / ~ ~ ~ li' ~ I~11 / ill ~ \ \ \ \ ~.1~ e~ 1 ~ U
HIGHWAY SEVENTY L G
~ / PIN: Olll-lb-gl63 0 ZONING: GUD-7D
~ ~ / / - USE: VAG T U
~ - ; ~ ~ i 1 0 BM: 0868 0086 z rti . V
x
_ ~ ~ P ~ ~ ~I ~I;~ ~ w
- u., i r'' d I ~ ~ ~ ~ $ '

~ , ~ / ~ i~l~ i; `k i ~ . ~ ~ / ~ JI I,~~ ~I~I, III v
~ Atliv ~ ~ , / ~ 1 ~ 9 X11 ~ ~ 1
l ~ ~P / ~ 1 l dt ~ ~ j - ~ ~ l i' ~ l ~ ~ ~ ~ it ~ ~ 1~~~~
~ l~l t / i 1 \ j ~ ~ 1~ 'L i. i. ~;~4 " ~
~ , / ~ ~i ,
,
F '\~-t.~ 'V~ ~
A~ ,e ~ ~ ~c~C - ~..w~
k~ A~ ~ V A h.
w ~(Qn. ' 1 ~ ~M:t~~~:~
i / ~r ;~C~. ~ PROJECT NO. JD'H-03030
~
FILENAME: JDH03030-X7
DESIGNED BY: JPE
DRAWN BY: PDQ
A~ ~ a
i`' ~ GRAPHIC SCALE SCALE: 1 100'
~~c , ~ 100 0 50 100 200 DATE: 10-27-03
SHEET NO.
1 inch = 100 ft, C-1
MCADAMS FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION