20140549 Ver 2_401 Application_20150715

, Awdl Conswiting I�dn�g�ine�ers;, C:o
,_
Engineering Solutions for Civil Design,
Stormwater Management, and Stream/Wetland Restoration
Ms. Karen Higgins July 9, 2015
North Carolina Division of Water Resources
401 and Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
Reference: Modification Request for 401 Water Quality Certification & Authorization
Certificate Per the Neuse River Basin Riparian Buffer Protection Rules.
Ridgecrest Road and Willow Street
DWR # 14 -0549, Wake County
Dear Ms. Higgins:
Please find attached a permit modification request to add the Ridgecrest Road Pipe Repair
Project to the Existing 401 Permit and Buffer Authorization for the Ridgecrest Road and Willow
Street Project. A storm drainage pipe failure in Ridgecrest Road has caused the Town of Cary to
prepare construction plans for a permanent repair for an existing 30 -inch storm drainage pipe
crossing under the roadway. This repair is located on the same tributary as the Willow and
Ridgecrest project and is approximately 300 feet west of the intersection on Ridgecrest Road.
Therefore we would like to modify our existing permit to include both projects.
The proposed pipe upgrades require a 48 -inch diameter pipe prevent overtopping of the roadway
during a 25 -year storm event to improve public safety. The 48 -inch pipe outlet is proposed to be
relocated to a positon in the stream that will provide a better transition into the channel for long
term channel stability and downstream flooding impacts. Existing utility conflicts such as the
sanitary sewer manhole in the street and pipe outfall adjacent to the stream were also factors in
the proposed storm drainage location.
The original PCN Application Form for the Willow and Ridgecrest Project has been modified
with additional information for the inclusion of the second project that has been named
Ridgecrest Road Pipe Repair. The added information for the amendment has been clouded in red
on the PCN form and is included in blue lettering on the supplemental word document following
the PCN form. The stream and buffer impacts for the Ridgecrest Road Pipe Repair have been
added with separate impact numbers, quantities, and impact maps. Construction plans for the
Ridgecrest Road Pipe Repair project are attached.
Please call if you have any questions during your review.
Sincerely,
Ward Consulting Engineers, P.C.
Becky L. ard, P.E.
Ward Consulting Engineers, P.C.
48o5 Green Road Suite loo, Raleigh NC 27616 -2848
Phone: [phone] Fax: [phone]
l
JUL 0 9 2015 j
DO R - NJA7ER'RE Gui CES
401 & SUFFER PERMITTING

JUL 0 9 2015
DENT. - WATER REST.
as 401 & BUFFER PERMI 1 "'
a�Y�o5�09 va
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 iLnnuary 2009,
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps: ` ❑X Section 404 Permit ❑ Section 10 Permit
11b. Specify Nationwide Permit (NWP) number: NW13 & 14 or General Permit (GP) number,
` 1c. Has the NWP or GP number been verified by the Corps? I ❑ Yes ❑X No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express X❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required? 401 Certification:
❑ Yes ❑X No ❑ Yes ❑X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank ❑ Yes ❑X No
or in -lieu fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes ❑ No
below.
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No
f 2.
Project Information
2a.
Name of project:
12b.
County:
2c.
Nearest municipality / town:
2d.
Subdivision name.-
Ridgecrest Road Pipe Repair
Wake
Cary
N/A
2e. NCDOT only, T.I.P. or state project no: N/A
3. Owner Information
3a.
Name(s) on Recorded Deed:
4 3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
l
applicable):
3d.
Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
Taylor Copeland 'Terry Hoffman Douglas Hamed I—)
1
DB 12548 PG 0968 �DB 12873 PG 2454 DB 3499 PG 263
303 South Dixon Avenue 336 Dry Avenue 319 South Dixon Avenue
Cary, NC 27511 Cary, NC 27511 Cary, NC 27511
L_ _k_k "X_'A
Page 1 of 10
PCN Form - Version 1.4 January 2009

A
4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent [XQ Other, specify: Town of Cary
4b. Name: Mr. Steve Brown, PE
4c. Business name Town of Cary Water Resources Department
(if applicable):
Page 2 of 10
Street address:
316 North Academy Street
14d.
4e.
City, state, zip:
Cary, NC, 27511
4f.
Telephone no.:
919 -469 -4030
4g.
Fax no.:
919 -460 -4935
4h.
Email address:
steve.brown @townofcary.org
' 5.
Agent/Consultant Information (if applicable)
5a.
Name:
Becky L. Ward
5b.
Business name
Ward Consulting Engineers
(if applicable):
5c.
Street address:
4805 Green Road, Suite 100
5d.
City, state, zip:
Raleigh, NC, 27616
5e.
Telephone no.:
919 -870 -0526
5f.
Fax no.:
919- 870 -5359
5g.
Email address:
bward @wce- corp.com
Page 2 of 10

M
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 1 0764208378 0764206066 0764205054
1b. Site coordinates (in decimal degrees): I Latitude: 35.783 Longitude: - 78.7889
1c. Property size: � 12.6 acres
12. Surface Waters � ��
2a. Name of nearest body of water to proposed project: I UT to Swift Creek
2b. Water Quality Classification of nearest receiving water: I WS -111; NSW
2c. River basin: I Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Please see documentation attachment
3b. List the total estimated acreage of all existing wetlands on the property: 0 (Y�
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the prop(rty: 920
3d. Explain the purpose of the proposed project:
Please see documentation attachment
3e. Describe the overall project in detail, including the type of equipment to be used:
Please see documentation attachment
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes ❑ No ❑X Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type I ❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? I Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for I El Yes
this project (including all prior phases) in the past? ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
❑ Yes ❑X No
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply)
❑ Wetlands
❑X Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on
the site, then complete this question for each wetland area impacted.
2a. 2b.
2c. 2d. 2e.
2f.
Wetland impact
Type of impact
Type of wetland Forested Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary (T)
W1 -
Choose one
Choose one Yes/No -
W2 -
Choose one
Choose one Yes /No -
W3 -
Choose one
Choose one Yes/No -
W4 -
Choose one
Choose one Yes/No -
W5 -
Choose one
Choose one Yes /No -
W6 -
Choose one
Choose one Yes/No -
2g. Total Wetland Impacts:
2h. Comments:
N/A
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete
this
question for all stream sites impacted.
3a. 3b.
3c. 3d. 3e. 3f.
3g.
Stream impact
Type of impact
Stream name Perennial (PER) or Type of Average
Impact
number
intermittent (INT)? jurisdiction stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Excavation
UT to Swift Creek INT Corps 31
17
P
Energy Dissipater
UT to Swift Creek INT Corps 31 ,
32
CS4 P
Stabilization
UT to Swift Creek INT Corps 15 (
73
P
Fill
UT to Swift Creek INT Corps 15 I
60
-
Choose one
S6 -
Choose one
-
3h. Total stream and tributary impacts
182
3i. Comments:
The impacts for S1 includes bank restoration and stabilization with erosion fabric, seed, and woody vegetation The impact S2 is for the installation of a
Rip Rap energy dissipater to prevent channel erosion. The impact S3 is for the installation of rip rap at the upstream headwall and the downstream
endwall The impact S4 is for proposed grading to fill 60 feet of existing channel
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
6. Buffer Impacts (for DWQ)
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c.
4d. 4e.
Open water Name of waterbody
below. If any impacts require mitiqation, tl-en you MUST fill out Section D of this form.
impact number (if applicable)
Type of impact Waterbody Area of impact (acres)
Permanent (P) or
type
Temporary (T)
6b. 6c. 6d. 6e, 6f.
01 -
Choose one I Choose
02 -
Choose one Choose
03 -
Choose one Choose
impact
04 -
Choose one Choose
(square
(square
4f. Total open water impacts
I
4g. Comments: N/A
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments: N/A
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 5 of 10
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer
impacts
below. If any impacts require mitiqation, tl-en you MUST fill out Section D of this form.
6a. Project is in which protected basin? ❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman
❑ Other:
6b. 6c. 6d. 6e, 6f.
6g.
Buffer Impact Reason for impact Stream name Buffer
Zone 1
Zone 2
number— mitigation
impact
impact
Permanent (P) or required?
(square
(square
Temporary (T)
feet)
feet)
B1 P Channel Grading UT to Swift Creek No
90
0
B2 P I Endwall UT to Swift Creek No
17
0
T I Construction Access UT to Swift Creek Yes /No I
429
800
B4 P I Buffer Removal UT to Swift Creek Yes /No I
1,890
2,030
B5 T ( Construction Access UT to Swift Creek Yes /No
3,020
1,120
- I Yes /No
6h. Total Buffer Impacts: I
5,446
3,950
6i. Comments: B1- Channel bank re- shaped to a slope of 2:1 B2- Endwall Extension. B3- Temporary Access, Area will be
re- vegetated
to match
existing grasses. B4- Buffer remol due to culvert relocation. B5- Temporary Access, Area will be re- vegetated to match existing.
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The Willow and Ridgecrest project minimizes impacts by extending the pipes only to the edge of the stream. The project also minimizes the removal
of the existing endwall and just removes a portion to connect to the new endwall The Ridgecrest Pipe repair project has to be completed due to failing
infrastructure and public safety
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Equipment will be kept above the stream and construction will only occur in the limits of disturbance. Seeding, matting, and installation of woody
vegetation will occur in all disturbed areas shown on the planing plan for buffer reestablishment and stabilization
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes Q No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this ❑ Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Type: Choose one Quantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non - riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

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

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
I. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified [] Yes X❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
0 Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 3
2b. Does this project require a Stormwater Management Plan? ❑ Yes 0 No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
The impact of the new headwall and end wall will not increase the impervious area for the properties located at 303 South Dixon Avenue and 336 Dry
Avenue.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally- implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
`N /A
Town of Cary
0 Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ❑X No
[]Coastal counties
❑HQW
❑ORW
❑Session Law 2006 -246
❑Other:
❑ Yes ❑X No
❑ Yes 0 No
0 Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the I Yes ❑ No
use of public (federal /state) land?
1 b. If you answered `yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H.0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? ❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in I El Yes Z No
additional development, which could impact nearby downstream water quality?
3b. If you answered `yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
N/A the proposed project, or available capacity of the subject facility.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or E] Yes MX No
habitat?
5b. Have you checked with the USFWS conceming Endangered Species Act El Yes © No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated.Critical
Habitat?
Please see documentation attached.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ( ❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project is located in an urban headwater stream at an outlet of a pipe.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation [:] Yes OX No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historical Preservation Office website (www.hpo.dcr.state.nc.us) was searched and no sites were listed for this property. In addition, no
architectural structures or archaeological artifacts were noted during preliminary surveys at the site.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
The website (nc.floodmaps.gov) did not list the area to be within a 100 year floodplain.
Steve Brown, P.E.
Applicant/Agent's Printed Name
❑ Yes
lican Ag'ent's Signature
(Agents s nat is valid only if an authorization
letter from the applicant is provided.)
Page 10 of 10
QX No
Zo 1,7
Date

Amended Documentation for Pre - Construction Notification (PCN) Form
Ridgecrest and Willow Project Town of Cary NC (W &RC)
To Include
Ridgecrest Road Pipe Repair Town of Cary NC (RC Repair)
3b. No wetlands are located at the ends of the pipe and within the limits of disturbance.
B Project Information and Prior Project History
3a. Existing Conditions
Original Project W &RC Location:
The project is located in a well - established residential area of Cary, NC. The head of the stream begins at
a block endwall located on the property of 303 South Dixon Avenue where a partially submerged 30 inch
RCP discharges storm runoff into the stream. The watershed to this point consists of 31 acres of
developed residential lots and four acres of impervious area. During storm events, 322 Willow Street
experiences yard and possible structural flooding due to the capacity limitations of the existing
downstream storm drainage system. Due to the low position of the existing yard inlet ponded water is
predicted to reach a standing water depth of approximately 25 inches of standing water is anticipated in
the yard before the water will overtop the curb into the street. The existing 30" RCP running from the
yard inlet to the endwall is at a negative slope and partially submerged. The conditions of this pipe
additionally results in flow restrictions. The property owner of 322 Willow Street requested the Town of
Cary's assistance in preventing structural flooding on their property.
Added WC Repair Location:
The Pipe Repair project is located downstream of the intersection of Willow Street and Ridgecrest Road.
The 30" RCP culvert running under Ridgecrest Road had a pipe failure that required an emergency repair
within the street several months ago. The town had the pipe evaluated to determine if the existing pipe
size was in compliance with the Town's standards. During the investigation it was determined that the
pipe is undersized and requires full replacement. During frequent storm events, stormwater overtops
Ridgecrest Road. A broken outlet structure exists at the end of the 30" culvert. This project,was added to
the Willow and Ridge Crest project to be handled by the same contractor due to its close proximity and
location on the same tributary. The 15" RCP street drainage system that connects to the culvert is also
undersized and requires upgrading.
3d. Explain the purpose of the proiect.
Original Project W &RC Purpose:
The purpose of the project is to reduce property flooding and prevent structural flooding by providing
additional stormwater capacity for the existing pipe system that extends from the yard inlet at 322
Willow Street to the pipe outlet in the endwall.
Added RC Repair Purpose:
The purpose of the project is to replace the existing pipe that has caused one recent failure in the
roadway as the entire pipe is degraded. The pipe will be increased in size to meet the Town of Cary
standards that require the 25 year storm event to be passed through the pipe system. The proposed
pipe will reduce the frequency of street flooding.

3e. Describe the overall vroiect in detail, including the type of equipment to be used.
Original Project W &RC :
The existing system will be replaced with a larger pipe system that will not impact any existing stream
length. The proposed pipes have been rerouted towards the - intersections of Willow Street and
Ridgecrest to provide a better alignment and to avoid existing sanitary sewer line relocation. This
alignment will also enable the existing 30 inch pipe crossing Willow Street to be slip lined with a smaller
diameter pipe to minimize construction impacts. To accommodate the twin 36 inch pipes an extension
to the existing endwall at the pipe outlet is proposed. The stream bank at the endwall extension will be
graded to accommodate the new pipes and a rip rap apron is proposed at the outlet to reduce velocities
and prevent stream erosion. The stream bank will be graded to a stable slope, seeded, matted, and
replanted with woody vegetation as shown on the planting plan
The work within the buffer will consist of pipe installation, headwall construction, bank re- shaping, bank
stabilization, and re- vegetation with herbaceous and woody vegetation in Zone A. The work in Zone B
includes pipe installation and re- vegetation with herbaceous seed to match existing conditions.
Construction equipment and materials will be stored on site within the limits of disturbance.
The equipment to be used in this project is earth moving equipment and various other support
apparatuses. Heavy equipment may include hydraulic excavators, compactors, bulldozers, skidsteer
loaders, and dump trucks to load and unload materials. The construction equipment will enter off of the
existing roadways and will perform all construction from the top of the stream bank. No construction
equipment will cross the stream.
Added RC Repair Proiect:
The existing system will be replaced with a 48 inch culvert crossing the roadway. Due to the angle of
flow, 90 degrees, at the existing outlet the pipe has been relocated to enter the stream further west of
the existing outlet. The location of the proposed junction box and outlet pipe into the tributary is also a
function of the location of an existing sanitary sewer line and manhole in the roadway. The proposed
location provides sufficient clearance from the sanitary sewer manhole and the relocated sewer service
line to accommodate a 48" RCP pipe. The pipe outlet also provides a better flow connection into the
existing tributary. The existing 30 -inch pipe in the street will be left in place and grouted. The 30 -inch
out let pipe will be plugged. The existing damaged outlet structure will be removed. The 15 -inch curb
inlet system will be upgraded to a 24 -inch pipes and will be connected to the proposed junction box, JB-
2. A 60 foot segment of existing channel will be backfilled from the end of the existing 30" outlet to the
proposed 48 -inch pipe outlet tie in. The stream will be extended approximately 10 feet north to tie into
the proposed 48 -inch outlet. The stream bank at the proposed endwall and headwalls for the proposed
48 -inch pipe will be graded to accommodate the new pipes. Rip rap bank stabilization along with
matting and planting is proposed for the graded stream banks for long term stabilization. The planting
plan in the attached drawings shows the stabilization and vegetation plan for the project. A rip rap
apron is proposed at the 48 -inch inlet and outlet to reduce velocities and prevent stream erosion.
The equipment to be used is the same as listed above for the W &RC project
2

F. Supplementary Information
5d. What data sources did you use to determine whether vour site would impact Endan -Rered Species or
Designated Critical Habitat?
The site is an existing urban residential area that has previously been impacted by development. Habitat
is not present for Wake County listed vertebrate and invertebrate endangered species. Michaux's sumac
prefers open areas and is relatively shade tolerant. The site is forested with other open areas currently
being mowed. There should not be any associated T/E issues.

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RIDGECREST AND WILLOW MAY 2 9 2014
BUFFER AND STREAM IMPACTS RALEIGH REGULATORY
FIELD OFFICE
WARD CONSULTING ENGINEERS, PC
Ul
4805 Green Rd. Suite 100 �919� 919
870-0526
FAX Raleigh, NC 27615-5083 870-5359

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Location, Soils, and Drainage Area Maps

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RIDGECREST REPAIR
303 & 319 DIXON AVENUE AND 336 DRY AVENUE
PROJECT LOCATION MAP
TOWN OF CARY, NORTH CAROLINA
DATE: JUNE 24, 2015
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WARD CONSULTING ENGINEERS, PC
4805 Green Road, Suite 100 919 870 -0526
Raleigh, NC 27616 FAX 9� 870 -5359

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RIDGECREST REPAIR
303 & 319 DIXON AVENUE AND 336 DRY AVENUE
SOILS MAP
TOWN OF CARY, NORTH CAROLINA
DATE: JUNE 24, 2015
WARD CONSULTING ENGINEERS, PC
'{ 4805 Green Road, Suite 100 919 870 -0526
Raleigh, NC 27616 FAX [phone]

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Photo Log

Photo Log - Ridgecrest Pipe Repair, Cary NC
Photo 1: Headwall looking upstream at 303 South Dixon Avenue
Photo 2: Looking upstream at the broken outlet structure at 336 Dry Avenue
Repair Area
Photo 3: Area where pipe failure occurs on existing 30" pipe in roadway and emergency repair
completed

Current Ridgecrest and Willow Permits
401 Water Quality Certification DWR # 14 -0549
404 USACE SAW - 2014 -01085

A �
,KUM
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
June 10, 2014
DWR # 14 -0549
Wake County
Town of Cary Water Resources Department
Attn: Steve Brown
316 North Academy Street
Cary, NC 27511
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL
CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 026 .0233) WITH ADDITIONAL CONDITIONS
Ridgecrest and Willow
Dear Mr. Brown:
You have our approval for the impacts listed below for the purpose described in your application
dated May 21, 2014 and received by the Division of Water Resources (Division) on May 30, 2014.
These impacts are covered by the attached Water Quality General Certification Number 3885 and
the conditions listed below. This certification is associated with the use of Nationwide Permit
Number 13 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you
should get any other federal, state or local permits before proceeding with your project, including
those required by (but not limited to) Sediment and Erosion Control, Non - Discharge, and Water
Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certification, General Permit and /or Buffer Rules are met. No other impacts
are approved, including incidental impacts.
N'c Carol
Natural
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity /Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

r
Ridgecrest and Willow
DWR# 14 -0549
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Stream
17 (linear feet)
0 (linear feet)
Site 1
Stream
32 (linear feet)
0 (linear feet)
Site 2
Buffers —zone 1
90 (square feet)
0 (square feet) j
Site 1
Buffers —Zone 2
0 {square feet)
0 (square feet) j
Site 1
Buffers —Zone 1
17 (square feet)
0 (square feet)
Site 2
+
Buffers — Zone 2
0 (square feet)
0 (square feet) I
Site 2
}
IBuffers —Zone 1
0 (square feet)
429 (square feet)
Site 3
1
Buffers —Zone 2
0 (square feet)
800 (square feet) j
Site 3
2. No Waste, Spoil, Solids, or Fill of Anv Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500.
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification and
Buffer Authorization. If you change your project, you must notify the Division and you may be
required to submit a new application package with the appropriate fee. If the property is sold,
the new owner must be given a copy of this approval letter and General Certification and is
responsible for complying with all conditions.

Ridgecrest and Willow
DWR# 14 -0549
401 AND BUFFER APPROVAL
Page 3 of 4
5. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the OAH
at htto: / /www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431 -3000 for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:00am
and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR -DWR — Webscape Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR -DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604

Ridgecrest and Willow
DWR# 14 -0549
401 AND BUFFER APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act and the
Neuse Riparian Buffer Rules as described in 15A NCAC 02B.0233. Please contact Cherri Smith at
919 - 791 -4251 or cherri.smithCa-)ncdenr.pov if you have any questions or concerns.
Sin erel
Danny Smit
Supervisor, Water Quality Regional Operations Section
Enclosure: GC 3885
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Becky Ward; Ward Consulting Engineers; 4805 Green Road, Ste. 100; Raleigh, NC 27616
DWR RRO 401 Files

U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action Id. SAW- 2014 -01085 County: Wake U.S.G.S. Quad: NC -CARY
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Town of Cary
Steve Brown
Address: 316 North Academv Street
Carv, North Carolina, 27511
Telephone Number: 919 - 469 -4030
Size (acres) 1_8 Nearest Town Cary
Nearest Waterway Swift Creek River Basin Neuse
USGS HUC 3020201 Coordinates Latitude: 35.7842
Longitude: - 78.7869
Location description: The Droiect area is located at the intersection of Ridvecrest Road and Willow Street.
Description of projects area and activity: This verification authorizes the Dlacement of fill material in 49 linear feet of stream to,
facilitate the maintenance and improvement of an existing residential road crossing.
Applicable Law: N Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: 3
SEE ATTACHED NWP GENERAL AND REGIONAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated Mav 21, 2014, and the enclosed plan titled Ridgcrest and Willow Buffer and
Stream Impacts. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to
a stop work order, a restoration order, a Class I administrative penalty, and /or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone 919 - 807 -6300) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808 -2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact David Shaeffer at 919 - 554 -488. X31 or David .L.Shaeffer(a,usace.armv.mil.
Corps Regulatory Official: V /1 Date: 6/18/2014
Expiration Date of Verification: 3/18/2017

SAW - 2014 -01085
Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Based on nhotogranhs submitted by the annlicant, the site aanears exhibits criteria for
waters of the U.S. as defined in 33 CFR 328.3, the Raoanos- Carabell Guidance, and Reeulatory Guidance Letter 05 -05.
Remarks: Determination was conducted for the stream channel only.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B and C
above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303 -8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N /A.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence. **
Corps Regulatory Official: �� (�, A-
David Shaeffer
Date of JD: 6118/2014

SAW - 2014 -01085
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our customer Satisfaction Survey online at httr): / /reLulatorv.usacesurvev.com/.
Copy furnished:
Agent: Ward Consulting Engineers. PC
Becky Ward
Address: 4805 Green Road. Suite 100
Raleigh. NC. 27616
Telephone Number: 919 - 870 -0526

PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): June 18,
2014
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Becky Ward, 4805 Green Road, Suite
100, NC, 27616.
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington, Town of Cary, Ridgecrest and Willow Culvert
Improvement, SAW - 2014-01085
D. PROJECT LOCATIONS) AND BACKGROUND INFORMATION: Preliminary determination is for the stream
channel only. No evaluation was conducted for the banks of the stream because datasheets were not submitted with the
application. The banks within the project area did appear to be upland based on photographs submitted with the
application.
State: NC County/parish/borough: Wake City: Cary
Center coordinates of site (lat/long in degree decimal format): Lat. 35.7842° N, Long. - 78.78691 E.
Universal Transverse Mercator:
Name of nearest water body: Walnut Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 49 linear feet: 4 width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: None. acres.
Cowardin Class: None.
Name of any water bodies on the site that have been identified as Section 10 waters:
Tidal: None.
Non - Tidal: None.
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLIES):
® Office (Desk) Determination. Date: 6/18/2014
❑ Field Determination. Date(s):
1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit
applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an
approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other
general permit verification requiring "pre- construction notification" (PCN), or requests verification for a non - reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby
made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant has the option to request an approved JD
before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the
right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit
authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and
conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that
undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the
applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable;
(6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any
form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on
the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such
jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal
court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as
is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or
individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal,

jurisdictional issues can be raised (see 33 C.F.R- 331.5(a)(2)). Ii; during that administrative appeal, it becomes necessary to make
an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters
on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the subject project site, and identifies all aquatic
features on the site that could be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case
file and, where checked and requested, appropriately reference sources below):
❑ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
❑ Data sheets prepared/submitted by or on behalf of the applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data
❑ USGS 8 and 12 digit HUC maps.
❑ U.S. Geological Survey map(s). Cite scale & quad name:
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ❑ Aerial (Name & Date):
or ® Other (Name & Date): Photos 1-4 dates unknown.
❑ Previous determination(s). File no. and date of response letter:
® Other information (please specify): Determination is being made for the stream channel only.
IMPORTANT NOTE: The information recorded on this form has not necessarilv been verified bu the Corps and should
not be relied uaon for later iurisdictional determinations.
C�, f 'a, �u
Signature and date of Signature and date of
Regulatory Project Manager person requesting preliminary JD
(REQUIRED) (REQUIRED, unless obtaining the signature is
Impracticable)

VICINITY MAP
(NOT TO SCALE)
CO
TOWN OF CARY WATER RESOURCES DEPARTMENT
PROJECT MANAGER MR. DAN CLINTON (919) 380 -2773
316 N, ACADEMY STREET, CARY, NC 27512
FIELD SURVEYS BY,
TURNER LAND SURVEYING
3719 BENSON DRIVE, RALEIGH, NC 27609
PHONE, 919- 827 -0745
f 1
Of CARY
NORTH CAROLINA
Water Resources Department
Town Hall Campus
316 North Academy Street
Cary, N.C. 27513
Tel: [phone]; Fax: [phone]
www.townofcary.org
RIDGECREST ROAD PIPE REPAIR
J �
OLD APE% ROAD
Storm Drainage Improvements
Project No. GG6007
W, C2IAYHRK STRW
ti W. PARK STREET
WILLOW STREET 5,
RIDGECREST ROAD
REVISIONS Cover Sheet Scale:• 1"=200' (GIS data)
Date Description Control Datum: NAD 83, NAVD88
Designed By : B. Ward PE
Drawn By: SV
Date: 6 -17 -2015
�I
LOCATION MAP
i
1�
r
0
z
I —
200 100 0 200 400
SCALE- 1'"200'
Project ! n r 4 Cary
Beck\ L. Ward, P.E. r j �. Dr of Water Resources
Ward Consulting Engineers P.C.
NCBELS Firm No: C -2619 s
4805 Green Road, Suite 100
Raleigh, NC 27616 C'N"eCl
(919)870 -0526
0
Signature Date SEAL Signature Date SEAL
Total Sheets 155
SITE DATA
Ridgecrest Road
6 inch D.I.P. Water 140 LF.
24 inch RCP 106 L.F.
48 inch RCP 104 L.F.
8 inch D.I.P. Sewer 20 L.F.
JUL 0 9 2015
DENR - WATER
Internal Control Approval Authorizing Release By The Town of Cary Engineering Department.
(Check Indicating Type of Plan)
Final Drawings (No Marking)
Certification Optional:
— Preliminary Drawings - Do Not Use For Construction
_ Progress Drawing - Do Not Use For Construction
Final Drawing -Not Released For Construction
_ Final Drawing - For Review Purposes Only
— Not a Certified Document as to the Original Document but ONLY as to the Revisions
0
INDEX OF SHEETS
Sheet No.
Description
1
TITLE SHEET
2
GENERAL NOTES AND CONSTRUCTION SEQUENCE
3
TRAFFIC CONTROL - ROAD CLOSURE
4
TRAFFIC CONTROL - LANE CLOSURE
5
EXISTING CONDITIONS AND EROSION CONTROL PLAN
6
DEMOLITION PLAN
7
1N
BASE BID PLAN AND PROFILE EW -3 TO H-1
0
BASE BI D PLAN AND PROFILE J &2 TO CI-4
9
ALTERNATE PLAN AND PROFILE EW-3 TO HW-1
10
ALTERNATE PLAN AND PROFILE EW3 TO C14
11
PROPOSED WATER RELOCATION
12
STREAM PLANTING, STABILIZATION AND DETAILS
13
EROSION CONTROL AND PLANTING DETAILS
14
DETAILS
15
WATERLINE DETAILS
Total Sheets 155
SITE DATA
Ridgecrest Road
6 inch D.I.P. Water 140 LF.
24 inch RCP 106 L.F.
48 inch RCP 104 L.F.
8 inch D.I.P. Sewer 20 L.F.
JUL 0 9 2015
DENR - WATER
Internal Control Approval Authorizing Release By The Town of Cary Engineering Department.
(Check Indicating Type of Plan)
Final Drawings (No Marking)
Certification Optional:
— Preliminary Drawings - Do Not Use For Construction
_ Progress Drawing - Do Not Use For Construction
Final Drawing -Not Released For Construction
_ Final Drawing - For Review Purposes Only
— Not a Certified Document as to the Original Document but ONLY as to the Revisions
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TRAFFIC AND PEDESTRIAN CONTROL PLAN INSET
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1. THE CONTRACTOR MUST OBTAIN APPROVAL AND COORDINATE WITH THE
TOWN OF GAT! ANY LANE OR FULL ROAD CIASURE PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR MUST SOO A NOTICE TO ALL PROPERTY OWNERS
AFFECTED BY 7HE ODNSTRIaj(.'RON 7 DAYS PRIOR M ROAD OR LANE CLOSURE.
A ONE WEE( NOTICE MUST BE GNEN TO THE TOWN OF CARY.
3. ALL SIRS USED WILL BE IN ACCORDANCE WITH THE TOWN OF CARY
AND NCDOT REGULATIONS AS STATED IN 7Hr Avw, v� nw rwK'fWw
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4. STEEL PLATES MAY BE USED TO COVER TRENCHES WHERE BRICK AND
MORTAR STRUCTURES REOUIRE CURING TIME TRENCHES OVER
PRE -CAST STRUCTURES AND PIPE SECTIONS SMALL BE BACIO'LLED TO
FINISH GRADE ELEVATION BY THE END OF EACH WORK DAY IF ROADWAY
IS TO BE REOPENED TO TRAFFIC.
S CONTRACTOR TO PROVIDE TO TOWN FOR APPROVAL A PLAN TO MNIMiE
STREET CLOSURE TIME AND CLOSURE LMBTS PRIOR TO CONSTRUCTION
FOR ALL PHASES OF WORK
B. ALL CONISIRUCRON SNN.1. BE IN STRICT ACCOEZANICE wrrm TOWN OF
CARP AND /OR NCDOT STANDARD DETAILS AND SPEWICATIONS
7. ANY DISTURBANCE WTOBN THE RIGFR -OF -WAY WILL TIE REQUIRED TO
BE REPLACED TO THE TOWN OF CARY AND /GR NCDOT STANDARDS AND
INSPECTED.
B. ACCESS SKULL BE PROVIDED FOR ALL RESIDENTS ON RIDGECREST RIND
AT ALL TIMES FOR ENTRY TO THEIR PROPERTIES.
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2JNSULL ALL TRAFFIC AND PEDESTRIAN CONTROL DEVICES
NECESSARY FOR SPECIFIC LANE OR ROAD CLOSURE.
&MOBILIZE FLAGGERS AS NECESSARY.
4.BEGN CONSTRUCTION.
5.R&OCATE AND /OR MODIFY TRAFFIC CONTROL DEVICES AS
NECESSARY BASED ON CONSTRUCTION OPERATIONS.
&MAINTAIN ALL TRAFFIC CONTROL DEVICES TO SATISFACTORY
CONOTIION.
7.NEMOVE ALL TRAFFIC CONTROL DEVICES AFTER CONSTRUCTION IS
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316 N. Academy Street, Cary NC 27512

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TOWN OF CARY, NORTH CAROLINA 316 N. Academy Street, Cary NC 27512

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/ INV. IN(15�)(E)- 446.54 - • •f (TO BE FIRAIM) ;
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PLAN AND PROFILE EW -3 TO HW -1
SCALE: 1' -10'
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SCALE: 1 '.10' HORIZONTAL
1'=5' VERTICAL
LEGEND
463 PROPOSED CONTOURS
PROPOSED STORM
PROPOSED WATERLINE
PROPOSED SEWER
LOD — PROPOSED LIMITS OF DISTURBANCE
—PDE PERMANENT DRAINAGE EASEMENT
TCE — TEMPORARY CONSTRUCTION EASEMENT
® TREE REMOVAL
1. LIMITS OF DIST IRB4NCE FOLLOWS POE OR TCE LINES
WHERE NOT SPECIFlCALLY MATSED AS LAO ON PLANS.
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LEGEND
463 PROPOSED CONTOURS
PROPOSED STORM
PROPOSED WATERLINE
PROPOSED SEWER
LOD — PROPOSED LIMITS OF DISTURBANCE
—PDE PERMANENT DRAINAGE EASEMENT
TCE — TEMPORARY CONSTRUCTION EASEMENT
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TOWN OF CARY, NORTH CAROLINA 1.9 316 N. Academy Street, Cary NC 27512

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SM WARD CONSULTING ENGINEERS, P.C.
RIDGECREST ROAD PIPE REPAIR SNP •.. FIRM LICENSE NO: C -2819
DRAINAGE IMPROVEMENTS `' 4805 Green Rd, suite 100 (919) 870 -0528
Raleigh, NC 27818 FAX [phone]
a PROPOSED WATER RELOCATION 3�rr`�r =�P F Town of Cary
'•.,,�wNN r,,.••'' Water Resources Department
TOWN OF GARY, NORTH CAROLINA 316 N, Academy Street, Cary NC 27512

STREAM PLANTING AND STABILIZATION PLAN
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LIVE SINES PLUGS
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SCALE 1'410'
PLANTING NOTES: J
1, TEMPORARY PLANTING WILL OCCUR IMMEDIATELY AFTER CONSTRUCTION TO STABILIZE AREAS
OF BARE SOIL.
2. PRIOR TO PERMANENT PLANTINGS AND SEEDING, THE SITE SOILS SHALL BE PREPARED FOR
PLANTING. WHERE NEEDED THE SOILS SHOULD BE RIPPED TO IMPROVE COMPACS. IF
NECESSARY SOILS SHALL BE AMENDED WITH STORED SITE TOPSOIL TO FACILITATE TED VISOILGOROUS
PLANT GROWTH. EXOTIC AND INVASNE PLANTS SHALL BE TREATED AND REMOVED. (A O
3. ROOTED PLANT PLUGS SHALL BE 16-30 INCHES IN HEIGHT AND LIVE STARS SHALL BE MINIMUM J wdp
16' W LENGTH WITH A MINIMUM W CALIPER. THE PLANT SIZE REFERS TO THE SUE OF THE
PLANTS SP AT INSTALLATION
OF E PLANTS W
1. THE SPACING OF THE PLANTS SHALL BE 3 FEET ON CENTER, UNLESS OTHERWISE NOTED.
5. PLANTS WILL BE KEPT SHADED AND WELL WATERED TO MAINTAIN HEALTHY VIGOROUS
CONDITION PRIOR 7D PLANTING. r�l
6. PERMANENT SEED MU REQUIRE ADVA PRE-ORDER AND SHIPMENT.
SEED MM SHALL BE ERNST CONSERVATIO N SEEDS NC PI EDMONT RIPARIAN 1�1
MIX OR APPROVED
EQUAL. APPLICATION RATE IS 20 LBS PER ACRE. PLACE RIPARUW SEE MIX OUTSIDE OF RIGHT OF 1�
WAY IN DISTURBED AREA ADJACENT TO THE STREAM ZONE B.
7. TEMPORARY SEED MIX TO BE SONAR SIMULTANEOUSLY WITH THE PERMANENT SEED IN ALL O Q
PLANTING ZONES AND DISTURBED AREAS OF THE PROJECT SITE. 0
E
6 WI
. PLANTING STOCK TO BE GROWN BY NURSERIES THIN THE SAME PHYSIOGRAPHIC REGION O
(PIEDMONT) AND WITHIN 200 MILES OF THE PROJECT SIT ALL PLANT MATERIAL SHALL N)
CONFORM TO OR EXCEED THE AMERICAN STANDARD FOR NURSERY STOCK (LATEST EDITIO F+1
AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 5
B. THE SITE SHALL BE PLANTED BY THE ZONES DEPT :TED ON THE PLANE AND AS LISTED IN THE O
PIANTINO ZONE DESCRIPTIONS BELOW SHOWING THE SPECIES AND TOTAL NUMBER OF PLANTS 04 (-I
TO TI IZER EACH ZONE.
S
10. FERTILQER RECOMMENDATIONS:
LIME K TOWAC v/
PHOSPHATE 20-10 LBS/AC
POTASH 50-70 LBS/AC
11. ROOTED PLANT PLUGS4JVE STAKES ARE COMBINATION THERE OF a M7 U
CORNUS AMOMUM- SILKY DOGWOOD r \ H
CEPPLMTHUS OCCIDENTALS- BUTTONSUSH V
SALM SERICA -SILY WILLOW W O
FRAXINUS PENNSYLVANIA- GREEN ASH
ALNUS SERRULATA-TAGAL CII
12. DISTURBED STREAMBANKS ZONE A MATTED WITH
COCONUT FIBF3i (COIR) BLANKET C-700 A A
INSTALLED WITH 12' NOTCHED WOODEN STAKES. ►F'+N� -yl
13. DISTURBED ZONE B1- MAT AREA WITH EXCELSIOR MATTING.
SEED AND EROSION TOP ROOTED O
STRAW CONTROL SOIL POST
ZONE MULCH FABRIC ICY) FLIRTS OR SEED MUC
BYI (sh UVE STAKES
(EA)
A 261 120 0 IN RIPARIAN
SOX SIIBMOTAL
B 236 0 8 0 FESCUE
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BI 133 150 10 0 FESCU2 IEM51@6
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OPERATIONS ARE CONSIDERED INCIDENTAL TO PUMPING.
R WORK AREA 70 BE STABILIZED AT THE END OF EACH
WORK DAY.
3. STABLE OUTLET TO CONSIST OF ROCK PLACED IN
CHANNEL FOR ENERGY DISSIPATION. THE OUTLET MALL
BE APPROVED BY THE ENIGINEER PRIOR TO PUMPING.
LONGITUDINAL ANCHOR TERMINAL SLOPE AND CHA14NEL
TRENCH ANCHOR TRENCH
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TREE PROTECTION FENCE
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TREE PROTECTION FENCING
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SCALE NOT TO SCALE
ILI,OX�S PLANTS DESOMAIED TO BE SAND SI1AU E
PROTECTED BY FINOMA As WIEBIA lm
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LIM OR AT EW Of DISDpED AEA K N
ON PLATS PIROR TO CONpICOM d Of
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P0.TE1T11ESE LAINNAR
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TO POST
1 LR SLOTS TO RE COMSTRIICIED AT
$S NIERVALS
2 ALL MAT1N0 TO
EN BE SECURED NTH
WOOD STARE% ACCORDING TO THE
EPECIFIC'AMONS AT 5 INTERVALS.
1 FABRIC OVERLAP WHEN I RM Or
MATERAL ARE USED $HALL BE PLACED
MIN THE UPPER ROM OF MATERIAL
PLACED OVER THE LOWER ROW OF
MATCUAL. Top A. OF MAT AS MATOM" IDIOM N DETAIL. BOTTOM
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