20140554 Ver 1_401 Application_20140614

F
r
Environmental Consultants,
8412 rills of Neuse Road, Sude 104, Raleigh, NC 27615 • Phone
s.nulec com
To US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn James Lastinger
3331 Hentage Trade Drive, Suite 105
Wake Forest, NC 27587
March 30, 2014
S &EC Project # 12181
N C Division of Water Resources
Surface Water Protection Section (SWPS)
Attn Karen Higgms
Archdale Building — 9'b Floor
512 North Salisbury Street,
Raleigh, NC 27604
From Bob Zarzecki
Soil & Environmental Consultants, P A
Re Hinton Oaks Blvd. Extension & Wake Stone Commercial
Knightdale, NC
On behalf of the owner, Wake Stone Corporation, please find attached a complete application and supplemental
information requesting written concurrence from the U S Army Corps of Engineers (USACE) and the N C Division of
Water Resources (DWR) that the activities proposed below may proceed under Nationwide Permit 39 and General
Water Quality Certification 3890 Please contact me at (919) 846 -5900 if you have any questions or require additional
information
PROJECT SUMMARY
Project Name
HINTON OAKS BLVD EXT & WAKE STONE
COMMERCIAL
Project Type
Road & Industrial Park
Owner / Applicant
Wake Stone Corporation & Town of Km htdale ROW
County
Wake
Nearest Town
Kni htdale
Waterbody Name
Milburme Creek
Basin / Sub -basm
NEUSE 01
Index Number
27 -31
Class
C
USGS Cataloging Unit
03020201
IMPACT SUMMARY
Stream Impact (acres)
0 027
Wetland Impact (acres)
012
Open Water Impact (acres)
0
Total Impact to Waters of the U S (acres)
0 147
Total Stream Impact (linear feet)
129
Attachments Complete PCN & Attachments
DWR Application Fee

20 140554
OF W ATF9
o� pG Office Use Only
Corps action ID no
-i
DWQ protect no Form Version 14 January 2009
UALtTy
r Branch
W
Pag o 10
PCN Form — Version 1 4 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
Type(s) of approval sought from the Corps
❑X Section 404 Permit ❑ Section 10 Permit
1b Specify Nationwide Permit (NWP) number. 39 or General Permit (GP) number
1c
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1d
Type(s) of approval sought from the DWQ (check all that apply)
0 401 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
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes X❑ No
For the record only for Corps Permit -
❑ Yes ❑X No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
X❑ Yes ❑ No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1h
below.
❑ Yes ❑X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a
Name of project
Hinton Oaks Blvd Extension & Wake Stone Property Commercial
2b
County
Wake
2c
Nearest municipality / town
Knightdale
2d
Subdivision name
n/a
2e
NCDOT only, T I P or state project no
n/a
3.
Owner Information
3a
Name(s) on Recorded Deed
(1) Wake Stone Corporation & (2) Town of Knightdale Street Right of Way
3b
Deed Book and Page No
(1) Book 12601 / Pagel 144, & (2) n /a, road right of way
3c
Responsible Party (for LLC if
applicable)
(1) Samuel Bratton & (2) Fred V Boone
3d
Street address
(1) 6721 Hwy 64 Bus East & (2) 950 Steeple Square Court
3e
City, state, zip,
(1) Knightdale, NC 27545 & (2) Knightdale, NC 27545
3f
Telephone no
` call Agent
3g
Fax no,
* fax Agent
3h
Email address
' email Agent
UALtTy
r Branch
W
Pag o 10
PCN Form — Version 1 4 January 2009

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent Q Other, specify Wake Stone Corporation (info above)
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City, state, zip
4f
Telephone no
4g
Fax no
4h
Email address:
5.
Agent/Consultant Information (if applicable)
5a
Name
Bob Zarzecki
5b
Business name
(if applicable)
Soil & Environmental Consultants, PA
5c
Street address
8412 Falls of Neuse Road, Suite 104
5d. City, state, zip*
Raleigh, NC 27614
5e
Telephone no
919 - 846 -5900
5f
Fax no
919- 846 -9467
5g
Email address:
bzarzecki @sandec.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property identification no (tax PIN or parcel ID)
portion (— 56 ac) of 1744590521 000 (181 38 ac)
1b
Site coordinates (in decimal degrees)
I Latitude 35 8027 Longitude -78.5122
1c
Property size
56 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Mllburnle Creek (27 -31)
2b
Water Quality Classification of nearest receiving water
C, NSW
2c
River basin
Neuse 03020201
3.
Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application•
The site is vacant forest land and non - agricultural field with some managed pine The surrounding land uses include vacant forest land to north, 1 -540
to the west, retail commercial & Army Reserve facility to the south, and active hard rock quarry to the east
3b
List the total estimated acreage of all existing wetlands on the property 1
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1,200
3d. Explain the purpose of the proposed project.
To extend Hinton Oaks Blvd to the property to provide access to the Wake Stone commercial, manufacturing and industrial park
3e Describe the overall project in detail, including the type of equipment to be used.
Construction of Hinton Oaks Blvd (2 & 3 -lane Town arterial street), industrial park & stormwater devices Heavy equipment (excavators, dozers, etc )
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
0 Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
© Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known) James Lastinger 1 Bob Zarzecki 1 Chem Smith
Agency /Consultant Company
Other USACE Raleigh / S &EC / DWR
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
On -site verifications & Neuse Buffer Determinations w/ Corps & DWR on April 29, 2014, and DWR on May 7, 2014 (NBRRO #14 -150)
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
0 Yes ❑ No
6b. If yes, explain
The road crossing, stormwater devices (Lots 1 & 6), AG &M Facility (Lot 6) and distribution facility (Lot 2) will be constructed first, then the remainder of
the lots (Lots 3, 4 & 5) as dictated by market demands All proposed and anticipated impacts will occur prior to permit expirations
Page 3 of 10
PCN Form — Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
❑X Wetlands © Streams — tributaries Q 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
Wetland Impact
number
Permanent (P) or
Temporary T
2b.
Type of Impact
2c.
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
Impact
(acres)
W1 (IM 3) P
Fill
Bottomland Hardwood Forest
Yes
Corps
009
W2 (IM 7) P
Fill
Headwater Wetland
Yes
Corps
003
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:
0.12
2h. Comments:
3. Stream Impacts
If there are perennial or Intermittent stream Impacts (Including temporary Impacts) proposed on the site, then complete this
question for all stream sites Impacted.
3a
Stream Impact
number
Permanent (P) or
Temporary (T)
3b
Type of Impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)7
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 (IM 3) P
Fill
Milburnie Creek
PER
Corps
9
129
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
3h Total stream and tributary impacts
129
1 Comments
Three (3) 66 inch RCP pipes are proposed, one (1) will be set 1 foot below the stream bed and in alignment with the stream to act as the "low flow"
pipe, the remaining two (2) will be set above the OHWM to act as "high flow" pipes (a k a floodplain culverts) The rock energy dissipater will be
shaped with a swale to convey the 'low flow" events without spreading them across the entire width Headwalls have been used to minimize impacts
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f Total open water impacts
4g Comments
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a.
Pond ID number
5b
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Pi
Choose one
P2
Choose one
5f Total:
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51 Expected pond surface area (acres)
5j. Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then vou MUST fill out Section D of this form
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
131 (IM 2) P
Road Crossing
Milburnie Creek
No
8,035
6,012
B2 (IM 6) P
BMP Outlet
Milburnie Creek
No
204
417
B3 (IM 7) P
BMP Outlet & Bypass
UT to Milburnie Creek
No
290
581
B4 (IM 8) P
Bypass
UT to Milburnie Creek
No
696
509
B5 -
Yes /No
136 -
Yes /No
6h Total Buffer Impacts:
9,225
7,519
61 Comments IM 7 & IM 8 are to install pipes to bypass off -site drainageways No stormwater from the project will enter these pipes IM 7 was
designed to sheetflow evenly across the wetland & limit wetland impacts IM 8 was located over an existing pipe and dirt road
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
All wetlands, streams and buffers were identified by SBEC and verified by the USACE and DWR The design worked around all regulated waters as
much as practicable The only impacts proposed are associated with crossings needed for the Hinton Oaks Boulevard extension The road was
narrowed from 3 lanes to 2 lanes, and extensive retaining walls were incorporated at the Milburnie Creek and wetlands crossing to minimize impacts,
and avoid stream impacts at the confluence of the two streams IM 7 impacts have been minimized by locating the dissipater outside of the wetland
1b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The project will comply with all required erosion and sediment control measures and general stormwater permit requirements during construction The
protect will install wet ponds and bioretention areas to treat post - construction stormwater management Sediment basins and E&S measures will be
located in these areas during construction The Milburnie Creek crossing will be installed first before proceeding with the construction of the remainder
of the road and development, to avoid the need for a temporary crossing and associated risk of failure and sediment loss from a large storm event
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
❑X Yes ❑ No
2b if yes, mitigation is required by (check all that apply)
❑ DWQ Q Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑X Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank,
3b Credits Purchased (attach receipt and letter)
Type: Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c. Comments,
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
Q 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,
025 acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments See attached EEP Acceptance Letter previously provided to the USACE and DWR via email from EEP
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)
1. Diffuse Flow Plan
1a Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b If yes, then is a diffuse flow plan included? If no, explain why
The project will utilize three BMPs (2 wet ponds & 1 bioretention area) that will directly discharge to
❑ Yes ❑X No
through the buffer after treatment The buffer impacts for these BMP outlets have been requested in this
application
2. Stormwater Management Plan
2a What is the overall percent Imperviousness of this project?
59
2b Does this project require a Stormwater Management Plan?
x❑ Yes ❑ No
2c If this project DOES NOT require a Stormwater Management Plan, explain why
2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
The Town of Knightdale will review and approve the stormwater management plan for the project The engineer has depicted one large wet detention
pond, one smaller pond and one bioretention area to treat all stormwater runoff from the project Outlets through the buffers to the streams and /or
wetlands has been proposed The NM 7 outlet will enter the bypass channel dissipater and sheet flow into the wetland The dissipater was designed
to run along the wetland boundary and not in the wetland to minimize wetland impacts and promote wetland hydrology A copy of the approved
stormwater management plan will be provided once received However, the 401 approval is required to complete the approval process with the Town
2e Who will be responsible for the review of the Stormwater Management Plans
Town of Knightdale, NC
3. Certified Local Government Stormwater Review
3a In which local government's jurisdiction is this project?
Town of Knightdale, NC
❑x Phase II
❑X NSW
3b. Which of the following locally - implemented stormwater management programs
USMP
apply (check all that apply)
H Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
El Yes ONO
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply)
HSession Law 2006 -246
❑ Other.
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a Does the project involve an expenditure of public (federal /state /local) funds or the
Yes ❑ No
use of public (federal /state) land?
lb If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter ) Project is a Town road built by the owner on both private and ROW property Project
Comments is below SEPA thresholds and has no State or Federal funding
2. Violations (DWQ Requirement)
2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
❑ Yes ©No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b Is this an after- the -fact permit application?
❑ Yes ❑X No
2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3. Cumulative Impacts (DWQ Requirement)
3a Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes Q No
additional development, which could impact nearby downstream water quality?
3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
The project involves the extension of an existing Town street to a private property The full anticipated development of this property is included in the
requested proposal The remainder of the property is anticipated to be incorporated in the existing quarry to the east years from now The street is
proposed by the Town to extend to Forestville Road to the north and will require a crossing of Beaverdam Creek and associated wetlands, but this
could be years from now The alignment of the road and dead end proposed in this project allows for the road to utilize an upland ridge as it heads
north towards Forestville Road and flexibility as to where it may eventually cross Beaverdam Creek The project itself is not anticipated to be a
catalyst for additional development or impacts
4. Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
The project will connect to the existing City of Raleigh (COR) sanitary sewer system which owns and maintains the sanitary sewer within the Town of
Knightdale COR will ensure adequate capacity
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a WIII this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes Q 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?
NC Natural Heritage Program (NHP) / US Fish & Wildlife Service (FWS) records The only species Identified were Bald Eagle, Dwarf Wedgemussel,
Red - cockaded Woodpecker, and Michaux's Sumac No species were identified within the project area
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA -EFH website The protect Is located in the piedmont region of NC, with no EFH
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a WIII this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
SHPO -H PO
8. Flood Zone Designation (Corps Requirement)
8a WIII this project occur in a FEMA - designated 100 -year floodplain?
❑ Yes Q No
8b If yes, explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination?
NC FLOOD MAPS / FEMA DFIRM
Digitally signed by Bob Zarzecki
DIN cn =Bob Zarzecki, o =S&EC, PA,
Bob Zarzecki ou= WetiandsDepanment,
Soil & Environmental Consultants, PA
email= bzarzeckQsandeccom,c =US
Date 2014 05 30 14 07 34 - 04'00'
March 30, 2014
Bob Zarzecki
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature Is valid only if an authorization
letter from the applicant Is provided
Page 10 of 10

Environmental Consultants,
8412 I -Als of Neu,c Road, Suer 104, Raleigh, nC 27615 • i'lione (919) 846 -SM)
..Lndec com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name /Description Hinton Oaks Blvd Extension / Wake Stone Property Commercial
S &EC Project # 12181
Date. May 2014
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office. Raleigh Re ug latory Field Office
I, the undersigned, a duly authorized owner of record of the property/properties Identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers
(Corps) and Soil & Environmental Consultants, PA (S &EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S &EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditions.
PARCEL INFORMATION-
Parcel Index Number(s) (PIN) portion of 1744590521
Site Address: Hinton Oaks Blvd. (0 Knightdale Blvd )
City, County, State Knightdale, Wake County, NC
PROPERTY OWNER INFORMATION:
Wake Stone Corporation. 6721 Hwy 64 Bus East Knightdale NC 27545
Samuel Bratton
Property Owner (please print)
Property Owner Signature
S /-�?i i/
Date tl
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

Sold & Environmental Consultants, PAS
11010 Raven Ridge Road • Raleigh, North Carolma 27614 • Phone: [phone] • Fax [phone]
www.SandEC.com
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Municipal Official
Name: goes-!��t— i GNXEI�
Address: "v�so C-T
co � ) p`� z `lS
Phone: `WS - 2-\-rT - 0.'Q-15D
Project Name/ Description: HINTON OAKS BOULEVARD EXTENSION S &EC Project #
Date: October 2013
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: Dave Shaeffer and /or James Lastinger
Field Office: Raleigh Regulatory Field Office
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current municipal official, hereby designate and authorize Soil & Environmental Consultants, PA
to act in my behalf as my agent in the processing of permit applications, to furnish upon re uc�t
supplemental information in support of applications, etc. from this day forward. The _4� day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should call S &EC
to arrange a site meeting prior to visiting the site.
'C=ep v_ e>ct�-
Print Municipal Official's Name
cc: Ms. Karen Higgins, NCDENR - DWQ
512 North Salisbury Street
Raleigh, NC 27604
roperty Municipal Official's Signature
cc: Mr. Bob Zarzecki
Soil & Environmental Consultants, PA

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Pat McCrory
Governor
ALT X- WA
�EN
North Carolina Department of Environment and Natural Resources
Michael Ellison, Director
Ecosystem Enhancement Program
May 29, 2014
Sam Biatton
Wake Stone Corporation
6721 Hwy 64 Business East
Knightdale, NC
Project: Hinton Oaks Blvd /Wake Stone Commercial
John E Skvarla, III
Secretary
Expiration of Acceptance: November 29, 2014
County: Wake
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Piogiam (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced piolect as indicated in the table below Please
note that this decision does not assure that participation in the NCEEP will be approved by the permit issuing agencies as mitigation
for project impacts It is the responsibility of the applicant to contact these agencies to deter mine it payment to the NCEEP will be
approved You must also comply with all other state, federal or local government permits, regulations or authorizations associated
with the proposed activity including SL 2009 -337 An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S L 2011-341
This acceptance is valid for six months from the date of this letter and is not transferable If we have not received a copy of the
issued 404 Permit /401 Certification /CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work The amount of the In-
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www nceep net
Based on the information supplied by you to your request to use the NCEEP, the impacts that may requne compensatory mitigation
are summarized in the following table The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitting agencies and may exceed the impact amounts shown below
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Bufter I
(Sq Ft )
Buffer II
(Sq Ft )
Cold
Cool
Warm
Rr arran
Non-Riparian Coastal Marsh
Neuse
03020201
0
0
0
012
0 0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation the mitigation will be performed
in accordance with the N C Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instmunment dated July 28, 2010 Thank you for your interest in the NCEEP Ifyou have any questions or need additional
information, please contact Kelly Williams at (919) 707 -8915
Sincerely,
James tantill
Asset M agement Supervisor
cc Karen Higgins, NCDWR Wetlands /401 Unit
James Lastrnger, USACE - Raleigh
Bob Zarzeckr agent
File
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone 919 - 707 -89761 Internet www ncdenr gov
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Bob Zarzecki
Soil & Environmental Consultants
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Determination Type
® Neuse (15A NCAC 2B 0233)
❑ Tar - Pamlico (15A NCAC 213 0259)
❑ Jordan (15A NCAC 213 0267)
John E. Skvarla, III
Secretary
may 8,2014 � �f���U (�
i
MAY 12 2014 L
By Sal $ EmnrorncnlGi �� ^SUl�nw, PA
Subject: Surface Water Determination Letter
NBRROP 14 -150
Wake County
Isolated or EIP Call
I
❑ Ephemeral /Intermittent/Perennial Determination
❑ Isolated Wetland Determination
Project Name: Hinton Oaks Blvd Extension & Wake Stone Corporation
Location/Directions• Subject prupcity is undeveloped land that will be deNcloped into an
industrial /distribution facility.
Subject Stream: Beaverdam Creek
Determination Date: May 7, 2014
Staff: Cherri Smith
Stream
E/1/P*
Not Subject
Subject
Start@
Stop@
Soil
USGS
Survey
To o
A
X-
X
X
throughout
B
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throughout
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Survey flag
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_
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--
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DWQ flag
X
*E/I/P = Ephemera ! /Lntermittent/Yerenma[
Explanation. The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1.24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property Features that are checked
None oftliCarolina
tura!!f
North Carolina Division of Water Resources 1628 Mad Service Center Raleigh, NC 27699 -1628 Phone [phone]
Internet www ncwaterouaI ty org Location 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]

Hmton Oaks Blkd
Wake County
May 8, 2014
Page 2 of
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on -site determination shall expire five (5) )ears from the date of this letter. Lando%ners or affected parties -that
dispute a determination made b) the DWR or Delegated Local Authority may request a determination, by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
part) (including downstream and /or adjacent o%%ners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR NN'eBSCaPe Unit, 1650 Mail Ser%ice
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner /future owners should notify the Division of Water Resources (including an) other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919) -554 -4884.
If you have questions regarding this determination, please feel free to contact Chem Smith at [phone]
mcerel ,
4�J
Danny Smit ;
Supervisor, Water Quality Regional Operations Center
CC. RRO DWR File Copy

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MAP TITLE
PIN: 1744590521 000
BM2007 -01336
Real Estate ID: 0349894
Heated Area: 0
Map Name: 174401
Site Address: 0 KNIGHTDALE BLVD
Owner. WAKE STONE CORP
Township: ST. MATTHEWS
Mailing Address 1: 6721 HWY 64 BUS EAST
Year Built: 0
Mailing Address 2: PO BOX 190
Total Sale Price: $0
Mailing Address 3: KNIGHTDALE NC 27545-
Land Class: VACANT
0190
Old Parcel Number: 500- -
Deed Book: 12601
Deed Page: 1144
Deed Date: 06/14/2007
Deeded Acreage: 181.38
Assessed Building Value: $0
Assessed Land Value: $919,302
Total Assessed Value: $919,302
Billing Class: CORPORATE LISTING
Property Description: RCMB PT OF WM R
WATSON ESTATE & WAKESTONE PROP TR2
N
0 100 200 400 Feet
l r t i 1 t r t 1
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Disclaimer
Maps makes every effort to produce and publish
the most current and accurate information possible
However, the maps are produced for information purposes.
and are NOT surveys No warranties. expressed or implied .
are provided for the date therein, its use. or its interpretation

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V _KNIGHTDALE PUBLIC
61
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HINTON LAND, LLC
TRACT 100 PROPOSED D.B. 15868, PG. 543
D.B. 14027, PG. 1886 1 / I B.M. 2014 PG. 1734
LOT 1 STORMWAT PIN NO, 1744.01-56-6922
I -vW7LAND #2
-751
B.M. 2010, PG, 750 30' CITY OF RALEIGH
PIN 1744.01-47-2192 SEWER EASEMENT
D.B. 11722, PG. 1258
B.M. 2005, PG. 2416-2420 0
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62
265
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GRADING NOTES ------
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THE TOWN OF KNIGHTDALE, THE CITY OF RALEIGH AND THE STATE 3IF NORTH b, 4
t ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN A0�,C CE WITH -9
CAROLINA STANDARDS AND SPECIFICATIONS.,ti - - - - - - - - - - - -
Z NO DISTURBANCEIS ALLOWED WITHIN NEUSE BUFFER OR WETLANDS _XCEPT THOSE
_N
V 50' "IPF %
r82
PERMITTED BY NCDWR AND USACOE.
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AND SILT FENCE.
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CHAR LES'_F�`SILVER, JR.
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8522-204FORKS ROAD
RALEIGH, NORTH � CAROLINA 27615
919.845.7600 � PHONE
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ESSUED: 18 NOV. 2014
REVISIONS:
,1&09, JAN 2015
REV. LIMITS OF 'DISTURBANCE--
ALONG
DISTURBANCEALONG -SILVER PROPERTY/REV.
PER TOWN/CITY(CNTY 30MMENTS
11 FEB 2015'�
REMOVED BMP/NAME CHANGE
- ----------
DRAWN BY: MGD
CHECKED BY: RPH
PROJECT: W,.SHIOKMP
MASS
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SHEET 11 OF 3

4' TOPSOIL TO BE PROVIDED
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DRAINAGE FILTER
,,----(REFER TO D",-:7AIL THIS SHEET)
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(REFER TO DETAIL THIS SHEET)
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a
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NOTES:
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REPORT BY S&EC.
2) REFER TO BMP PLANTING PLAN FOR PLANTING SPECIFICATIONS,
3) GEOTECHNICAL ENGINEER SHALL DETERMINE SUITABILITY OF EXISTING MATERIAL FOR USE AS
CLAY LINER AND VERIFY THIS MATERIAL COMPLIES WITH STATE BMP MANUAL REQUIREMENTS,
IF IT IS NOT SUITABLE, A 12" MIN. CLAY LINER (MAX INFILTRATION RATE = 0.01 IN/HR
AND COMPLIES WITH STATE BMP MANUAL) SHALL BE INSTALLED. GEOTECHNICAL ENGINEER
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1. PRECAST SECTIONS SHALL BE
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4' TOPSOIL TO BE PROVIDED
CONCRETE HEADWALL IN PLANTING AND LAWN AREAS
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,,----(REFER TO D",-:7AIL THIS SHEET)
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(REFER TO DETAIL THIS SHEET)
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­ �.__rr-®_-----------
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10:1
NOTES:
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REPORT BY S&EC.
2) REFER TO BMP PLANTING PLAN FOR PLANTING SPECIFICATIONS,
3) GEOTECHNICAL ENGINEER SHALL DETERMINE SUITABILITY OF EXISTING MATERIAL FOR USE AS
CLAY LINER AND VERIFY THIS MATERIAL COMPLIES WITH STATE BMP MANUAL REQUIREMENTS,
IF IT IS NOT SUITABLE, A 12" MIN. CLAY LINER (MAX INFILTRATION RATE = 0.01 IN/HR
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V OF SEDIMENT STORAGE OVERFLOW AT ELEV. 257.5 AS SHOWN 1' OF SEDIMENT STORAGE
ON PLAN. LINE WEIR WITH 15" THICK
GEOTEXTILE LINER TO BE CLASS 6 RIP -RAP -BOTTOM OF FOREBAY=253.0
PROVIDED BENEATH RIP -RAP
-CLAY LINER (SEE NOTE 3)
BMEAl 1 CROSS -SECTION -
NOT TO SCALE
�24)L1
20 8 12 f
' DRIVE
APRON
_T
160
"mm"m1m saw
-GNP-
am
me 2bu 270
wo mmowwwo-
..............
..............
50
7
-L PERM P�00;F258.5
T
� , o - `, r '` _ ''. '! I z�� � � / / ` l % \ , ��� - `� ` ,'� . '` � �; � f! � fl f/ / r ` 5 0'
253 BOTTOM=253
BOT7,01VI=25/3 W
"LUBE RIVrR BUFF'
ER
is
cy)
Jr -A I IC
ri I r
Y FOREBAY
Q
C\l
It
WETLANDS Ng 0
DISTYI�BAN�E
ALLOWED
M
j.
Lo
ALL_
In C�
C)
(_0
P #1-,OUTLEr STRUO�URE
BM
.0
C3
__5 .......
- - - - - - - - --- - - - - - - - - - - --
r_771
0
E
101
3:
BEFk4=264
Vs
X5 j
r
I 2b' -,WIDE GRASSED EMERGENCY SPILLWAY' AT ELEV. 262.00.
LINE WITH NORTH AMERICAN GREEN 03\50 PERMANENT
LINER (OR -APPROVED EQUAL)
P- -----
ST61RM\�ATE�R-B�MP PUBLIC ACCESS
- - - - - - - -- ---,AND MAINTENANCE EASEMENT
0
_E
DRIVEWAY
2,55
0 30 60 90
Wt I Ut I tN I IUN rUNU SCALE IN FEU NORTH
NOTES:
NEW PEAKED ROOF TRASH RACK.
TOWN OF KNIGHTDALE, AND TO THE
FABRICATED ALUMINUM WITH 2'X2'
1. PRECAST SECTIONS SHALL BE
HINGED DOOR ABOVE STEPS (OR
SECURELY FASTENED TOGETHER WITH
EQUAL), FASTEN SECURELY TO
MECHANICAL FASTENERS.
PRECAST BOX
2. PRECAST BOX AND PIPE SHALL BE
BY.
ADMINISTRATOR
WATER TIGHT.
Lu
3. SUBGRADE SHALL BE COMPACTED
x
W
>
um
TO 95% MAX DENSITY AS
"'111111t,
z
cf)
DETERMINED BY ASTM D-698 AT ITS
z
0
0
z
OPTIMUM MOISTURE CONTENT ± 2%.
0
Apr%
z
z
Now
Now
*Mo
orm
Z
4. STRUCTURAL SHOP DRAWINGS TO BE
18 NOV 2014
PREPARED AND SEALED BY
STRUCTURAL ENGINEER AND
SUBMITTED FOR APPROVAL.
5, PROVIDE MIN. 5' WIDE X 2' DEEP
CUT OFF TRENCH W/MAX. 1:1 SIDE
258.50 -PERM W.S.E.-
SLOPES ALONG CENTER LINE OF
EMBANKMENT FOR ENTIRE LENGTH.
CUT. CUT OFF TRENCH SHALL
6
EXTEND INTO SOILS SUITABLE FOR
THE EMBANKMENT FOUNDATION.
STEPS
BOTTOM=253.0
ELEV
�52O
6" DI DRAW -DOWN PIPE W/GATE
VALVE W1 HAND WHEEL
SECURELY
MOUNTED TO WALL
INV IN=253.00
INV OUT=252.90
10' x 10' x 2' THICK
CONCRETE BASE
C-33 CONCRETE
O-RING RCP SAND
EARTH OUTLET PIPE .........
CONCRETE CRADLE
12"2 SIN7
(TR)
-15
V MIN<
(TYP).
41
=11 I -� !
I FE1 I
I i I =i I FEE -E- I i-___
I I I I I I I
LL --
4" SCF;. 80 PVC
- -
PIPE- DFAIN TO
DAYLIGI­-,','T
#78 STONE, 8- THICK --j
�QRADLE _NOTES; DRACNA�E FILTER NOTES.
1. CONCRETE SHALL BE 3,000 PSI. 1. DRILL -3/o" HOLES AT 90', 6" O.C. IN SECTION OF
2. BRING GRADE TO SPRING LINE OF PIPE. PIPE THAT FALLS WITHIN THE GRAVEL.
3. EXCAVATE TRENCH AS SHOWN AND PLACE PIPE ON SUPPORTS. 2. EXTEND SOLID PIPE TO OUTLET AT
4. FILL TO SPRING LINE WITH CONCRETE. HEADWALL, INSTA-LL VARMINT GUARD AS NEEDED.
5. WRAP JOINTS WITH NON-WOVED GEOTEXTILE FABRIC.
6. COMPACTION SHALL BE 95% ASTM D-698 AT APPROXIMATE
OPTIMUM MOISTURE PLUS 5%.
7. MATERIAL TO 2' MINIMUM ABOVE PIPE MUST CONTAIN A MINIMUM
OF 35% PASSING THE #200 SIEVE.
CRADLE AND DRAINAGE FILTER DETAIL
TOWN CERTIFICATION, THIS DESIGN
HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THE
BEST OF MY KNOWLEDGE AND BELIEF, IT
CONFORMS TO THE REQUIREMENTS
ESTABLISHED IN THE STANDARD SPECIFICATIONS OF
THE TOWN OF KNIGHTDALE,
BY:
TOWN ENGINEER
DATE:
THE�EIPLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE AND SERVE AS
CONST UCTION PLANS FOR THIS PROJECT.
BY.
ADMINISTRATOR
DATE:
0
0
9 JAN 2015
I
PER TOWN/CITY/C,,NTY COMMENTS
11 FEB 201
REMOVED BMP/MMECHANGE
*NOW
0
400.P'
CD
Lu
x
W
>
um
"'111111t,
z
cf)
z
0
0
z
0
Apr%
z
z
Now
Now
*Mo
orm
Z
ISSUED:
18 NOV 2014
9 JAN 2015
I
PER TOWN/CITY/C,,NTY COMMENTS
11 FEB 201
REMOVED BMP/MMECHANGE

E
m
im
3'
4" SCH 80 PVC
#78 STONE MIN
SAND FILTER �
TOP OF
BERM=264 . 0
10 WIDE BERM
DRAINAGE FILTER
(REFER TO DETAIL ON SHEET ENGR.7)
CONCRETE CRADLE
(REFER TO DETAIL ON SHEET ENGR.7)
NOTES:
1) SEASONAL HIGH WATER TABLE IS AT ELEVATION 261.5J: PER REPORT BY S&EC.
2) REFER TO BMP PLANTING PLAN FOR PLANTING SPECIFICATIONS.
3) GEOTECHNICAL ENGINEER SHALL DETERMINE SUITABILITY OF EXISTING MATERIAL FOR USE AS
CLAY LINER AND VERIFY THIS MATERIAL COMPLIES WITH STATE BMP MANUAL REQUIREMENTS,
IF IT IS NOT SUITABLE, A 12" MIN, CLAY LINER (MAX INFILTRATION RATE = 0.01 IN/HIR AND
COMPLIES WITH STATE BMP MANUAL) SHALL BE INSTALLED, GEOTECHNICAL ENGINEER TO
VERIFY IMPORTED MATERIAL IS ACCEPTABLE PRIOR TO INSTALLATION.
PERMANENT WSE=261 .O
CLAY LINER (SEE NOTE 3)
---------------------------------- ----------- --------- ------------___ --------
------- ----------------------- 4� --------- ------------------------ ------
32'
I
BMP #2 CROSS-SECTION
NOT TO SCALE
NOTES:
1. PRECAST SECTIONS SHALL BE
MECHANICAL
TOGETHER WITH
/ j — I fj 0 r MECHANICAL FASTENERS.
Z PRECAST BOX AND PIPE SHALL BE
WATER TIGHT.
3. SUBGRADE SHALL BE COMPACTED
TO 959 MAX DENSITY AS
7 DETERMINED BY ASTM D-698 AT ITS
low OPTIMUM MOISTURE CONTENT ± 2%.
4. STRUCTURAL SHOP DRAWINGS TO BE
PREPARED AND SEALED BY
\-D✓ STRUCTURAL ENGINEER AND
SUBMITTED FOR APPROVAL.
5. PROVIDE MIN. 5' WIDE X 2' DEEP
CUT OFF TRENCH W/MAX. 1:1 SIDE
7l �SLOPES ALONG CENTER LINE OF
EMBANKMENT FOR ENTIRE LENGTH,
CUT, CUT OFF TRENCH SHALL
EXTEND INTO SOILS SUITABLE FOR
THE EMBANKMENT FOUNDATION,
040
T
70
262
20
25
kv
25
R
c\j
IV
<
U,
BERM=z2 4
<)
6 5
103
15' WIDE GRASSED EMERGENCY SF':-LWAY AT
ELEV. 262.50, LINE WITH NORTH AMERICAN
_GREEN 0350 PERMANENT LINER (CR
t f APPROVED EQUAL)
L-A AIDS
--------------
. . . . . . . . . . . . . . . . . . . . . .. . . . - - - - - -
. . . . . . . . . . .
- - - --- - - - - - - - --- -
Z`"_
NEW PEAKED ROOF TRASH RACK.
FABRICATED ALUMINUM WITH 2X2'
HINGED DOOR ABOVE STEPS (OR
EQUAL). FASTEN SECURELY TO
PRECAST BOX 26200 - TOP OF
PRECAST BOX
NEW 1.5" WQV DRAWDOWN PIPE
INV, ELEV.=257.00
USE SCH 40 PVC AND INSTALL AT 45' BEND
TO EXTEND DRAWDOWN TO 6" BELOW
PERMANENT POOL ELEVATION
261.00 -PERM W.S.E.-
6" DI DRAW -DOWN PIPE
W/GATE VALVE W/ HAND STEPS
WHEEL SECURELY
MOUNTED TO WALL
INV=257490
ms` s—PRECAST 4'X4' (INSIDE DIMENSIONS)
BOTTOM=258,0 CONCRETE BOX
--------------------
ELEV=257.0-
0 20 40 60
IW
PT,
L7
SCALE IN FEET
58, LF 24" RCP
(0 -RING) 01 0.62%
INV IN -257.80
INV OUT=257.44—
BM` #2 POND OUTLET ..�JRUCTURE
NOT TO SCALE
TOWN CERTIFICATION. THIS DESIGN HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT
CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD, SPECIFICATIONS OF
THE TOWN OF KNIGHTDALE.
BY: DATE.:
,7T
THE§E-)PLANS ARE APPROVED BY THE 70WN OF KNIGHTDALE AND SERVE AS
CONSTRUCTION LANS F R THIS PROJECT.
Aj
A u
--V(:- DATE: ADMINIIS TOR
- T
REFER TO GRADING NOTES ON SHEET ENGR.4
8522-204 SIX. FOR, KS ROAD
RALEIGH, NORTH CAROLINA 27615
919.845.7600 PHONE
FAX
DRAWN, BY.-
CHECKED BY:
PROJECT:
Ill
ROH
WSHOMP
44LAP
ow
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aww
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0
ui
w
cf)
ix
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cl)
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w
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loAOft
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low
iz
z
z
MAW
ISSUED: 18 NOV 2014
REVISION 3
9
JAN 2015
PER:TOWN/CITY/C,NTY
COMMENTS
11
FEB 2015�
REMOVED BMP/NAME CHANGE
i
DRAWN, BY.-
CHECKED BY:
PROJECT:
Ill
ROH
WSHOMP

NOTES:
1) CONTRACTOR SHALL INSTALL WETLAND PLANTINGS EVENLY THROUGHOUT E�-CH SPECIFIED WETLAND ZONE
2) WETLAND PLANT MATERIAL SUBSTITUTIONS ARE ALLOWED PROVIDED THAT 7.-E REPLACEMENT SPECIES SHALL. BE INCLUDED ON THE
APPROVED SPECIES LIST FOUND IN THE MOST CURRENT COPY OF THE N0DENR/DWQ STORMWATER BEST PRACTICES MANUAL.
3) SEED POND BERM AND EMBANKMENTS ABOVE VEGETATED SHELF (ELEVATION 259) CENTIPEDE GRASS, REFER TO SEEDING SCHEDULE
FOR RATE.
1E
11
1� lllq� jj� 11111111,
4,983/200 = 24.9 X 50 = 1,245 HERBA'�`OUS PLANTS
REQUIRED/PROVIDED
4®827/200 = 24.1 X 50 = 1;207 HERBA;EOUS PLANTS
REQUIRED/PROVIDED
BMP #1 - PLANTING PLAN
NOTES.
1) CONTRACTOR SHALL INSTALL WETLAND PLANTINGS EVENLY THROUGHOUT EACH SPECIFIED WETLAND ZONE
2) WETLAND PLANT MATERIAL SUBSTITUTIONS ARE ALLOWED PROVIDED THAT THE REPLACEMENT SPECIES SHALL BE INCLUDED ON THE
APPROVED SPECIES LIST FOUND IN THE MOST CURRENT COPY OF THE NCDENR/DWQ STORMWATER BEST PRACTICES MANUAL.
3) SEED POND BERM AND EMBANKMENTS ABOVE TEMPORARY POOL ELEVATION (ELEVATION 262) WITH CENTIPEDE GRASS, REFER TO
SEEDING SCHEDULE FOR RATE.
FOREBAY 0 INLET (1,974 S.F. --- 10% OF TEMP. POOL)
FOREBAY 0 OUTLET (1,974 S.F. - 10% OF TEMP. POOL)
SHALLOW LAND - ISP TO 12°' A OVE DERMA ENT P OL
(7 894 S F 40% OF TEMP. FOOL)
7,694/200 = 39.47 X 50 = 1,974 HERBACEOUS
PLANTS REQUIRED/PROVIDED
+ + SHALLOW WATER - 3"®688 BELOW PERMANENT POOL
L7 9 F - 4Q7. OFTEMP PO0L)
+ + 7a894�/200 = 39.4.7 X 50 1,974 HERBACEOUS PLANTS
+ + REQUIRED/PROVIDED
0 30 60 90
SCALE IN FEET
TOWN CERTIFICATION. THIS DESIGN HAS BEEN REVIEWED BY THE ENGINEER FOR THE
TOWN OF KNIGHTDALE, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT
CONFORMS TO THE REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS OF
THE TOWN OF KNIGHTDALE.
DATE: _ _nrL
TOWN ENGINEER ��
THES�j FLANS ARE APPROVED BY THE TOWN OF KNIGHTDALE, AND SERVE AS
CO(/JN((STRUCTION, N S FOIA THIS PROJECT.
L
BY. __—DATE: �
_
VDMINIS TOR
�I�U� IUI I�� II �III� III M
REVISIONS:
9: JAN
2015
PER
M
11 FEB 2015
REMOVED BMP/NAME CHANGE
DRAWN
CHECKED BY: R PH
PROJECT: .,
BMP
PLANTING PLAN

06
0
z
Q
cri
LLJ
I
CL
0
(D
Cr)
C0
C)
C -Z
0
ut
d�
5.0' (TYP.)
5.0' SIDEWALK
(TYP.)
5.0' (TYP.) -
5.0® SIDEWALK
(TYP.)
ME
m
IE
5.0' (TYP.) -
5.0' SIDEWALK
(TYP.)
STREET FEATURES:
TRAVEL LANES OF 10 FT. MINIMUM
CURB & GUTTER
STRIPED PARKING IN MIXED USE AND COMMERCIAL AREAS
PLANTING STRIPS - 3.5 FT, ON EACH SIDE
SIDEWALKS 5 FT. ON EACH SIDE
UTILITY LOCATIONB UNDERGROUND OF ALLEY
AVERAGE SPEED 20-25 MPH
BUILDINGS& LAND USE:
COMMERCIAL AND USE
MAJOR ROADWAY INMIXED NEIGHBORHOODS
CONSISTENT BUILDING LINE RECOMMENDED
BUILDINGS NEXT TO SIDEWALK
PEDESTRIAN AWNINGS AND ARCADES RECOMMENDED
ok
OFT.
(TYR)
15' 59.513 ON
3" 119.08 ON
12" ABC
A - W lublIM11:1111'
STREET FEATURES:
TRAVEL LANES OF 10 FT. MINIMUM
CURB & GUTTER
STRIPED PARKING IN MIXED USE AND COMMERCIAL AREAS
PLANTING STRIPS - 3.5 FT. ON EACH SIDE
SIDEWALKS 5 FT. ON EACH SIDE
UTILITY LOCATIONB UNDERGROUND OF ALLEY
AVERAGE SPEED 20-25 MPH
BUILDINGS & LAND USE:
COMMERCIAL AND MIXED USE
MAJOR ROADWAY IN NEIGHBORHOODS
CONSIS7ENT BUILDING LINE RECOMMENDED
BUILDINGS NEXT TO SIDEWALK
PEOES7RIAN AWNINGS AND ARCADES RECOMMENDED
q_
mm
R/W 18" CURB END TAPER
I NJ.S.
MINIMUM PAVEMENL SLG
15' S9.5[3 ON
3" 119.013 ON
12" ABC
m
i'/FT.
(TYP
115'
ROADWAY
t,
I 1
3.5' PLANTING 64.0'
STRIP (TYP.) Pit -'WT -OP -WAY
HINTON OAKS BOULEVARD TYPICAL SECTION
STA. 13+14.26 TO STA, 18+40.00
STREET FEATURES:
TRAVEL LANES OF 10 FT, MINIMUM
CURB & GUTTER
STRIPED PARKING IN MIXED USE AND COMMERCIAL AREAS
PLANTING STRIPS - 3.5 FT. ON EACH SIDE
SIDEWALKS 5 FT. ON EACH SIDE
UTILITY LOCATIONB UNDERGROUND OF ALLEY
AVERAGE SPEED 20-25 MPH
BUILDINGS & LAND USE'
COMMERCIAL AND MIXED USE
MAJOR ROADWAY IN NEIGHBORHOODS
CONSISIENT 13UILDING LINE RECOMMENDED
BUILDINGS NEXT TO SIDEWALK
PEDES7RIAN AWNINGS AND ARCADES RECOMMENDED
q
i"/FT.
_LTf-) 1/4-/ IFT- (TY9
37.0'
ROADWAY
1
35 PLANTING 64.0,
STRIP (TYP.) PInI4T_nP-1A
iilimAW 51;11:
MINIMUM PAVEMENT D��IGN:
15' S9,5B ON
3" 119,013 ON
12" ABC
m
2:1 MAX SLOPE (TYP.)
R/W
LINE WITH NAS:; 5150 LINER
(OR APPROVES- EQUAL)
CHANNEL DEPTH
VARIES PER
12" GRADING PLAN
M
vk IN.
PERMANENT CHANNEL DETAIL
N.T.S.
"EXPANSION JOINTS
DRIVEWAY BY OTHERS
Y2 6 'THICK
SIDEWALK SECTIONS
STANDARD TAMIDARD 4
SIDEWALK CONTROL SIDEWALK -
4" THICK 4"
JOINT
112- EXPANSION SEE NOTE #6
JOINTS
T 1/2' EXPANSION JOINT
SEE SM. NO. 4.01
5 ' MIN. -CONCRETE 4,Z' RADIUS
(TYP.) DRIVEWAY (TYP)
jl APRON
SIDEWALK
'HICK
FLOW LINE TO BE MAINTAINED
NTROL JOINT
---- ------ CC)
EXISTING
CURB & GUTTER
6' THICK CONCnTE
SIDEWALK 0 I)RrT"WAY
DRIVEWAY
CONCRETE
APRON EXPANSIOM
JOINT
DRIVEWAY
BY OTHERS
Al/
RISE
GUTTER_ 6- THICK COMPACTED
4' MIN, A.B.C. (TYP) 1/2- EXPANSION JOINT BACKFILL
TYPICAL SECTION
up-Z5L
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO
2. COMMERCIAL DRIVEWAYS TO BE A MAXIMI TM OF 36' WIDE.
1 CONCRETE SHALL BE 3000 P.S.E.
4. CONTROL JOINTS NOT TO EXCEED 10' OM CENTER.
5. CURB RADIUS SHALL NOT RISE MORE 1+fAiN I (ONE) INCH.
REVISIONS 6. IF THE DRIVEWAY SECTION BETWEEN THE SIDEWALK AND THE DRIVEWAY
DESCRIPTION APRON IS 18" OR LESS THE SIDEWALK #tl BE WIDENED TO THE APRON
AND AN EXPANSION JOINT ELIMINATED.
'
7, DRIVEWAY SHALL BE A MINIMUM OF 5 FEET FROM PROPERTY LINE.
SM. NO.
TOWN OF KNIGHTDALE STANDARD DRIVEWATAPRON
STANDARD DETAILS 4.03
ENERGY
"/F r.-
SCHEDULE
(TYP')
VARIES
DOWNSTREAM
STRUCTURE
SIZE
(IN)
27,00'-37.00'
RIP RAP TYPE
L
X W X THK
13.5'
B/B
11.68
RIGHT-OF-WAY
(D50=128)
VARIES
NOTE
A - W lublIM11:1111'
STREET FEATURES:
TRAVEL LANES OF 10 FT. MINIMUM
CURB & GUTTER
STRIPED PARKING IN MIXED USE AND COMMERCIAL AREAS
PLANTING STRIPS - 3.5 FT. ON EACH SIDE
SIDEWALKS 5 FT. ON EACH SIDE
UTILITY LOCATIONB UNDERGROUND OF ALLEY
AVERAGE SPEED 20-25 MPH
BUILDINGS & LAND USE:
COMMERCIAL AND MIXED USE
MAJOR ROADWAY IN NEIGHBORHOODS
CONSIS7ENT BUILDING LINE RECOMMENDED
BUILDINGS NEXT TO SIDEWALK
PEOES7RIAN AWNINGS AND ARCADES RECOMMENDED
q_
mm
R/W 18" CURB END TAPER
I NJ.S.
MINIMUM PAVEMENL SLG
15' S9.5[3 ON
3" 119.013 ON
12" ABC
m
i'/FT.
(TYP
115'
ROADWAY
t,
I 1
3.5' PLANTING 64.0'
STRIP (TYP.) Pit -'WT -OP -WAY
HINTON OAKS BOULEVARD TYPICAL SECTION
STA. 13+14.26 TO STA, 18+40.00
STREET FEATURES:
TRAVEL LANES OF 10 FT, MINIMUM
CURB & GUTTER
STRIPED PARKING IN MIXED USE AND COMMERCIAL AREAS
PLANTING STRIPS - 3.5 FT. ON EACH SIDE
SIDEWALKS 5 FT. ON EACH SIDE
UTILITY LOCATIONB UNDERGROUND OF ALLEY
AVERAGE SPEED 20-25 MPH
BUILDINGS & LAND USE'
COMMERCIAL AND MIXED USE
MAJOR ROADWAY IN NEIGHBORHOODS
CONSISIENT 13UILDING LINE RECOMMENDED
BUILDINGS NEXT TO SIDEWALK
PEDES7RIAN AWNINGS AND ARCADES RECOMMENDED
q
i"/FT.
_LTf-) 1/4-/ IFT- (TY9
37.0'
ROADWAY
1
35 PLANTING 64.0,
STRIP (TYP.) PInI4T_nP-1A
iilimAW 51;11:
MINIMUM PAVEMENT D��IGN:
15' S9,5B ON
3" 119,013 ON
12" ABC
m
2:1 MAX SLOPE (TYP.)
R/W
LINE WITH NAS:; 5150 LINER
(OR APPROVES- EQUAL)
CHANNEL DEPTH
VARIES PER
12" GRADING PLAN
M
vk IN.
PERMANENT CHANNEL DETAIL
N.T.S.
"EXPANSION JOINTS
DRIVEWAY BY OTHERS
Y2 6 'THICK
SIDEWALK SECTIONS
STANDARD TAMIDARD 4
SIDEWALK CONTROL SIDEWALK -
4" THICK 4"
JOINT
112- EXPANSION SEE NOTE #6
JOINTS
T 1/2' EXPANSION JOINT
SEE SM. NO. 4.01
5 ' MIN. -CONCRETE 4,Z' RADIUS
(TYP.) DRIVEWAY (TYP)
jl APRON
SIDEWALK
'HICK
FLOW LINE TO BE MAINTAINED
NTROL JOINT
---- ------ CC)
EXISTING
CURB & GUTTER
6' THICK CONCnTE
SIDEWALK 0 I)RrT"WAY
DRIVEWAY
CONCRETE
APRON EXPANSIOM
JOINT
DRIVEWAY
BY OTHERS
Al/
RISE
GUTTER_ 6- THICK COMPACTED
4' MIN, A.B.C. (TYP) 1/2- EXPANSION JOINT BACKFILL
TYPICAL SECTION
up-Z5L
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO
2. COMMERCIAL DRIVEWAYS TO BE A MAXIMI TM OF 36' WIDE.
1 CONCRETE SHALL BE 3000 P.S.E.
4. CONTROL JOINTS NOT TO EXCEED 10' OM CENTER.
5. CURB RADIUS SHALL NOT RISE MORE 1+fAiN I (ONE) INCH.
REVISIONS 6. IF THE DRIVEWAY SECTION BETWEEN THE SIDEWALK AND THE DRIVEWAY
DESCRIPTION APRON IS 18" OR LESS THE SIDEWALK #tl BE WIDENED TO THE APRON
AND AN EXPANSION JOINT ELIMINATED.
'
7, DRIVEWAY SHALL BE A MINIMUM OF 5 FEET FROM PROPERTY LINE.
SM. NO.
TOWN OF KNIGHTDALE STANDARD DRIVEWATAPRON
STANDARD DETAILS 4.03
ENERGY
DISSIPATER
SCHEDULE
RIM
STRUCTURE TYPE
DOWNSTREAM
STRUCTURE
SIZE
(IN)
VELOCITY
(FPS)
RIP RAP TYPE
L
X W X THK
FES -10
36
11.68
CL. 1
(D50=128)
* SEE
NOTE
267.90
FES -20
15
4.88
CL. B
(D50=688)
8' x
4` x
18"
FES -30
24
5°24
CL. B
(D50=6")
12'
x 6' x
18"
HW -50
54
20.38
CL. 1
(D50=1289)
43'
x 18'
x 24"
HW -80
48
13.31
CL. 1
(D50=12-)
66'
x 16'
x 24"
HW -101
48
6.13
CL. 1
(D50=12")
50'
x 16'
x 24"
FES -103
24
1 5.09
CL. 8
(D50=6")
40'
x 6' x
16t$
PROVIDE 10' WIDE x 40' LONG x 24" THICK RIP RAP WITHIN
FLAT GRADED AREA ADJACENT TO THE RIPARIAN BUFFER AS
SHOWN ON PLAN.
STRUCTURE
SCHEDULE
STRUCTURE
RIM
STRUCTURE TYPE
11
273.00
JB
12
274.00
JB
13
271.00
Y1
21
271.20
YJ
22
267.90
CB
23
268.78
CB
24
268.78
C13
25
267.91
CB
26
268.20
Y'l
31
272.00
JB
31A
268.00
Y1
32
270.50
CB
33
272.50
CB
34
275.00
CB
35
275.00
CB
37
275.80
CB
38
7 5
CB
39
H E12
E5.6
275.665
CB
40
274.60
CB
41
27240
DI
42
43
272.40
272.40
DI
DI,
44
275.20
C13
51
279.00
JB
52
279.10
CB
53
279.10
CB
54
279.00
CB
55
278.00
CB
56
278.00
DI
57
278.OQ
D1
58
273.75
Y1
59
279.35
013
60
278.15
C13
61
278.15
CB
62
1 274.6.2
CB
63
274.82
CB
64
274.50
C8
65
272.39
CB
66
272.39
CB
67
279.71
CB
68
278.50
D1
69
278.87
CB
70
278.87
CB
71
278.00
DI
72
278.00
DI
73
278.24
CB
74
276.24
C13
74A
278.25
C8
75
280.70
CB
77
275.00
Y1
81
279.00
JIB
NOTES-
1. ALL PIPE SHALL BE CLASS III RCP
2. RIM ELEVATIONS ARE TO TOP OF CURB FOR CB'S, TOP OF SLAB FOR YI'S, TOP OF GRATE FOR DI'S.
3. "CB" DESIGNATES CURB INLET PER TOK STD. NO. 5.05 1/2 AND 2/2 ON DETAIL SHEET.
4. "YI" DESIGNATES YARD INLET PER TOK STD. NO. 5.03 ON DECTAIL SHEET.
5. "Di" DESIGNATES DROP INLET PER TOK STD. NO. 5.04 ON DETAIL SHEET.
6. "JIB" DESIGNATES JUNCTION BOX PER CDR STD. DETAIL SW -10.04 WITH TOK, STD. W/MANHOLE RING
AND COVER PER TOK STD. NO. 5.10 ON DETAIL SHEET.
6. STEPS SHALL BE PROVIDED !N ALL STRUCTURES WITH A DERTH OF 3.0' OR CREATER. STEPS SHALL
BE CONSTRUCTED USING % INCH DIAMETER REINFORCING STEEL ENCAPSULATED IN POLYPROPYLENE
MATERIAL. STEPS SHALL BE DESIGNED AND INSTALLED TO ACCOMMODATE A VERTICAL LOAD OF NOT
LESS THAN 400 POUNDS AND A HORIZONTAL PULLOUT LOAD OF AT LEAST 1,000 POUNDS. STEPS
SHALL HAVE A CLEAR WIDTH OF 12 INCHES AND SPACING OF 15 INCHES, REFER TO NCDOT
STANDARD DRAWING FOR DRAINAGE STRUCTURE STEPS ON THIS SHEET.
a, Town Certification, Tbis design has been reviewed by the Engineer for the
i Town of 1<n1ghtdale, and to the best of my knowledge and belief, it conforrm
to The requirements c- in the Standaxd Specifications of the Town of
1-:rll ate.
B Date:
own Engineer
Tfr plans aapproved by the Town of Knight&de and serve as
c,rst ction, 11 s f Project.
By: Date:
Ivulglegm afim�n
U91W"W"Ammi1#121
z
am some
0) J
0) 0
0:
41010AW
cr)
dank low
qui > Cc
00 J 1 0
Cl) CO z
0
10
,age
W
W
0
z
z �_m
0�
z
z
410mm
ISSUED: 18 NOV 2014
..... . ....
REVISIONS:
9 JAN 2015
PER TOWN/CITY/CNTY COMMENTS
11 FEB 2015
REMOVED BMP/NAME CHANGE
DRAWN BY:,
PIPE SCHEDULE
CHECKED BY:
RPH
PROJECT:
WSHOKMP
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
UPSTREAM DOWNSTREAM
INVERT INVERT
SIZE
(IN)
LENGTH
(FT)
SLOPE
11
24
261.50
261.10
36
64
0.63%
12
11
265,90
261.60
36,
230
1.87%
13
12
266.50
266.00
36,
98
0.51%
21
20
261.70
261.00
15
58
1,21%
22
23
263.30
262.50
15,
141
0.57%
23
10
258.20
256.00
36,
73
2.99%
24
1 23
258.50
258.30
36
37
0.54%
25
26
263.30
262.90
15
76
0.53%
26
21
262.80
261.80
1
198
0.51%
31
30
261.25
2611.00
24
47
0,53%
31A
31
261.80
261.35
24
91
0.50%
32
31A
262.40
261.90
24
83
0.60%.
33
32
267.40
264.80
1
238
1.09%
34
33
269.80
267.50
15
161
1.43%
35
34
270.50
269.90
15
102
0.59%
37
32
265.30
262.50
24
145
1.93%
38
37
267.70
267.10
15
99
0.61%
39
38
266.30
267.80
15
88
0.57%
40
39
269.00
268.40
15
100
0.60%
41
37
266.00
265.40
18
93
0.64%
42
41
266.50
266.10
15,
74
0.54%
43
42
267.0'0
266.60
15
76
0.53%
44
43
270.00
267.10
15
107
2.71%
51
50
260.60
259.00
54
52
3.05%
52
51
262.70
262.20
42
51
0.98%
53
52
264.00
262.80
42
210
0.57%
54
53
265.50
264.10
42
258
0.54%
1 55
54
267.30
265.60
42
282
0.60%,
56
55
271.10
270.40
24
134
0.52%
57
56
272.00
2711.20
24
148
0.54%
58
55
268.550
267.40
36
99
1.11%
59
51
261.80
260.70
48
188
0.59%
60
61
1 59
60
265.30
271.20
264.90
2711.00
_24
15 _J
73
37
0.55%
0.54%
1 62
60
266.20
265.40
18
156
0.51%
63
62
268.00
267.80,
15
37
0.54%
64
63
268.70
268®10
15
108
0.56%
65
62
267.20
266.30
16
113
0.79%
66
65
267.50
267.30
15
37
0.54%
67
59
262.60
261.90
48
103
0.68%
68
67
273.30
273.00
15
51
0.59%
1 69
67
264.00
262.70
48
255
O.51 %
70
69
273.50
273.30
15
37
0.54%
71
69
270.60
269.50
2.4
181
0.61%
72
71
271.50
270.70,
24
147
0.54%
73
69
264.70
48
110
0.54%
74
73
273.20
273.00
15
37
0.54%
74A
74
273.40
273.30
15
10
1.00%
75
73
266.10
264.80
48
253
0.51%
76
75
272.20
271.70
24
74
0.67%
77
75
267.00
266.20
48
143,
0.56%
81
80
266.00
265.50
48
30
1.66%
82
81
269.00
268.40
48
85
0.71%
BMP #1 OUTLET STRUCTURE
101
252.80
252.52
48
47
0.60%
BMP #2 OUTLET STRUCTU�RE257.60
O��103257.44
_ �
58
0.627.
NOTES-
1. ALL PIPE SHALL BE CLASS III RCP
2. RIM ELEVATIONS ARE TO TOP OF CURB FOR CB'S, TOP OF SLAB FOR YI'S, TOP OF GRATE FOR DI'S.
3. "CB" DESIGNATES CURB INLET PER TOK STD. NO. 5.05 1/2 AND 2/2 ON DETAIL SHEET.
4. "YI" DESIGNATES YARD INLET PER TOK STD. NO. 5.03 ON DECTAIL SHEET.
5. "Di" DESIGNATES DROP INLET PER TOK STD. NO. 5.04 ON DETAIL SHEET.
6. "JIB" DESIGNATES JUNCTION BOX PER CDR STD. DETAIL SW -10.04 WITH TOK, STD. W/MANHOLE RING
AND COVER PER TOK STD. NO. 5.10 ON DETAIL SHEET.
6. STEPS SHALL BE PROVIDED !N ALL STRUCTURES WITH A DERTH OF 3.0' OR CREATER. STEPS SHALL
BE CONSTRUCTED USING % INCH DIAMETER REINFORCING STEEL ENCAPSULATED IN POLYPROPYLENE
MATERIAL. STEPS SHALL BE DESIGNED AND INSTALLED TO ACCOMMODATE A VERTICAL LOAD OF NOT
LESS THAN 400 POUNDS AND A HORIZONTAL PULLOUT LOAD OF AT LEAST 1,000 POUNDS. STEPS
SHALL HAVE A CLEAR WIDTH OF 12 INCHES AND SPACING OF 15 INCHES, REFER TO NCDOT
STANDARD DRAWING FOR DRAINAGE STRUCTURE STEPS ON THIS SHEET.
a, Town Certification, Tbis design has been reviewed by the Engineer for the
i Town of 1<n1ghtdale, and to the best of my knowledge and belief, it conforrm
to The requirements c- in the Standaxd Specifications of the Town of
1-:rll ate.
B Date:
own Engineer
Tfr plans aapproved by the Town of Knight&de and serve as
c,rst ction, 11 s f Project.
By: Date:
Ivulglegm afim�n
U91W"W"Ammi1#121
z
am some
0) J
0) 0
0:
41010AW
cr)
dank low
qui > Cc
00 J 1 0
Cl) CO z
0
10
,age
W
W
0
z
z �_m
0�
z
z
410mm
ISSUED: 18 NOV 2014
..... . ....
REVISIONS:
9 JAN 2015
PER TOWN/CITY/CNTY COMMENTS
11 FEB 2015
REMOVED BMP/NAME CHANGE
DRAWN BY:,
MGD
CHECKED BY:
RPH
PROJECT:
WSHOKMP
17
DWG. NO. EN %.7 Km