20080499 Ver 2_401 Application_20091109

tobl_
Schneider
8001 Arrowridge Boulevard Charlotte. NC 28273-5604 Phone: [phone] Fax: [phone]
TRANSMITTAL
TO: Laurie Dennison
DWQ Wetlands Unit
Mail Service Center 1650
Raleigh, NC 27699-1650
FROM: Andrew R. Gullone, PE
FAX: [phone]
DIRECT DIAL: 704.697.5918
WE ARE SENDING YOU:
? Attached Via: ? Mail
DATE:
JOB #:
PROJECT:
RE:
FAX #:
NUMBER OF PAGES:
TELEPHONE #:
November 20, 2009
6991.101
Greensboro Spin-off Hub
Stream Restoration
Permit
S PA I
® Fed Ex ? UPS ? Courier ? Pick Up ? Other ? Fax
# Copies Date Description
4 11/04/09 Pre-Construction Notification Form

Few
A
' ??

9
UENR
IMETi,AN?s AND sT nY

THE ABOVE ARE TRANSMITTED as checked below:
® For approval ? As requested ? FOR BIDS DUE
? For your use ? For review and comment ? Other
REMARKS:
COPY TO: 6991.101
File
0 S ^ 040A V a-- The Schneider Corporation
www.schneidercorp.com
enclosures are not as noted, kindly notify us at once.
b:I6k1699111011docsltransmittalsldennison20091120.docx
Andy Gullone
From: Homewood, Sue [[e-mail]]
Sent: Friday, November 20, 2009 11:16 AM
To: Andy Gullone
Subject: Fedex project DWQ#08-0499
Andy,
I just realized that the check was attached to the application you sent to me. The check goes to Raleigh so I'll send it
along. But they will also need 4 more copies of the application please. I'm sorry if I didn't make that clear. Send them
to Attn: Laurie Dennison, DWQ Wetlands Unit, Mail Service Center 1650 • Raleigh, NC 27699-1650.
Attach this email to the front so she'll know what it is and that I sent the check separately over to her.
I'll still review my copy in the meantime to help speed things up. Sorry about that.
Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Voice: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
os-'D4aa va-
oF wArF9
o`' Qc Office Use Only:
Corps action ID no.
ti
DWQ project no.
Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form PA I
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps: Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required? For the record only for DWQ
401 Certification:
E] Yes ? No For the record only for Corps Permit:

Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in-lieu fee program.
? Yes ?? No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ?? No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ? No
2. Project Information
2a. Name of project: Greensboro, NC - Package Distribution Center
2b. County: Guillford
2c. Nearest municipality / town: Town of Kernersville
2d. Subdivision name: Triad Business Park
2e. NCDOT only, T.I.P. or state project no: N/A Q
3. Owner Information
3a. Name(s) on Recorded Deed: FedEx Ground Package Systems, Inc 110 v
3b. Deed Book and Page No. Plat Book 175, Page 97 DFAID
3c. ppliccabl )e Party (for LLC if Kenneth Barker ? StpR RB
3d. Street address: 1000 FedEx Drive
3e. City, state, zip: Moon Township, PA 15108
3f. Telephone no. 412.859.2647
3g. Fax no.: 412.859.2654
3h. Email address: [e-mail]
RECEIVED - KJ6
Page 1 of 10 Nov _ 209
PCN Form -Version 1.4 January 2009 F&MHP
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name: Kenneth Barker
4c. Business name
(if applicable): FedEx Ground Package Systems, Inc
4d. Street address: 1000 FedEx Drive
4e. City, state, zip: Moon Township, PA 15108
4f. Telephone no.: 412.859.2647
4g. Fax no.: 412.859.2654
4h. Email address: [e-mail]
5. Agent/Consultant Information (if applicable)
5a. Name: Andrew R. Gullone, P.E.
5b. Business name
(if applicable): The Schneider Corporation
5c. Street address: 8001 Arrowridge Blvd
5d. City, state, zip: Charlotte, NC 28273
5e. Telephone no.: 704.697.5918
5f. Fax no.: 704.697.5918
5g. Email address: [e-mail]
Page 2 of 10
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 17-94-6946-0-1191-00-066
1 b. Site coordinates (in decimal degrees): Latitude: 36.11202 Longitude: -80.03561
1c. Property size: 125.49 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Unnamed Tributary to West Fork Deep River
2b. Water Quality Classification of nearest receiving water: 17-3-(0.3)
2c. River basin: Cape Fear
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:
Construction of this project has started and all of the vegetative cover has been removed from the approved areas. Foundation walls have started
being placed and some of the stone subbase is in place. approximately 50% of the underground utilities have been installed.
3b. List the total estimated acreage of all existing wetlands on the property: 1.208
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,817
3d. Explain the purpose of the proposed project:
The purpose of this project is to restore one of the existing streams on the site.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project will grade the stream banks back into the existing grade at a 3:1 slope. Cross vanes and matting will be installed to help prevent erosion.
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? El 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): Agency/Consultant Company: ECS Carolinas, LLP
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The verification of the wetlands was done on March 6, 2008 by Sue Homewood with DWQ and Andy Williams with CORPS.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
? Yes ? No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
Corps Action ID Number SAW-2008-01894, issued on July 31, 2008, DWQ# 08-0499, issued on August 11, 2008.
6. Future Project Plans
6a. Is this a phased project? ?? Yes ? No
6b. If yes, explain.
Future expansion of the building will take place once the building has reached its full capacity. Additional parking spaces will be added to previously
graded areas. All of this work will be contained inside the approved limits of disturbance. No new impacts will happen to wetlands or streams.
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 El Streams - tributaries Buffers ? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary 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 - Choose one Choose one Yes/No -
VV2 - 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:
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)? 3e.
Type of
jurisdiction 3f.
Average
stream
width
(feet) 3g.
Impact
length
(linear
feet)
S1 P Fill Unnamed Tributary PER Corps 3 30
S2 T Stabilization Unnamed Tributary PER Corps 3 70
S3 - Choose one
S4 - Choose one
S5 - Choose one
S6 - Choose one _
3h. Total stream and tributary impacts
3i. Comments:
This stream has been eroded and this project will help restore it to a more natural state. A construction plan along with a construction sequence are in
place to help reduce the amount of disturbance in order to complete this work.
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 individual) list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody Area of impact (acres)
Permanent (P) or type
Temporary
01 - Choose one Choose
02 - Choose one Choose
03 - Choose one Choose
04 - Choose one Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
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:
5h. Is a dam high hazard permit required? ? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? ? Neuse ? Tar-Pamlico ? Catawba E] Randleman ? Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number -
Permanent (P) or mitigation impact impact
Temporary required? (square (square
feet feet
B1 T Restoration Unnamed Tributary to West Fork Deep River No 364 353
B2 Yes/No
B3 Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts: 364 353
6i. Comments: A copstruction plan along with a construction sequence are in place to help reduce the amount of disturbance in order to complete
this work.
rage 5 of o
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A retaining wall was designed around the wetlands to limit the amount of impact to the wetlands.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Small equipment will be used in order to reduce the amount of impacts by construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank
? 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 Makin a Payment to In4leu 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
buffer mitigation?
? Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 7 of 10
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
I a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Yes ? No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 58%
2b. Does this project require a Stormwater Management Plan? ? 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:
,
A storm sewer system will collect the runoff from the impervious areas. It will carry the runoff into stormceptors before entering the wet ponds. The
stormceptors will help remove sediment and other debris. Each wet pond has been design to the NC DWQ Stormwater Best Management Practices
Manual, July 2007. Each pond has an outlet structure with a water quality orifice. These outlet structures will detain the 1yr, 2yr, 10yr, 25yr, 50yr, an
100yr storm events. The water quality orifice will also help treat the 1-inch volume of runoff. The wet ponds will outlet into flow splitter manholes.
These flow splitter manholes will divert the lower flows into a leveler spreader. The larger flows will be by-passed and be released into the existing
streams.
2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Kemersville
3. Certified Local Government Stormwater Review
3a. In which local government's 'urisdiction is this project? Town of Kemersville
IS] Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
apply (check all that apply): ? USMP
Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been E] Yes ? No
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): []Session 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)
la. Does the project involve an expenditure of public (federaVstate/local) funds or the ? Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
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
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, E] Yes ? No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
See Attached DWQ Violation
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
dditi
l ?Yes Q No
a
ona
development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
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
h
bit
t?
? Yes Q No
a
a
5b. Have you checked with the USFWS conceming Endangered Species Act
i
?
El
Yes Q No
mpacts
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?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
httpJ/ocean.floridamadne.org/efLeoraVmsMewer.htm
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
t
t
N
i
l ? Yes ?? No
s
a
us (e.g.,
at
ona
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?
Yv ww.hpo.dcr.state.nc.us
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ?? No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
www.ncfloodmaps.com Panel Number 6895

1

- ?/,, ?, "'M (-))/,
1\ IO
Applicant/Agent's Printed Name pplicant/Age s Signature ate
(Agent's signature is valid only if an authorization
letter from the applicant is provided.)

Page 10 of 10
PERMENANT DOING
COIR FIBER MAT: CStee! Reinforcement Bars: SS-6 (SASS-LINED CHANNELS Provide uncooted X10 steel reinforcement bars 24° nominal length. The bars shall SEEDING MIXTURE
Description have a 4° diameter bend of one end with a 4~ stroight section of the tip to catch SPEGES RATE (Ib/acre}
Furnish material, instoll and maintain coir fiiber ma# in locations shown on the plans or in and secure the coir fiber mat. TALL FESCUE 200 (4-5 LB/1,000 f T~
locations as directed. 'Mork includes providing all materials, excovating and backfilling,
and placing and securing coir fiber mot with stakes, steel reinforcement bars or staples as Staples: NURSE PLANTS directed, Provide staples made of 0.125` diameter new steel wire formed into a u shape not BETWEEN MAY 7 AND AUG. 15, ADD 15 Ib/acre OR 15 Ib/acre SUDANGRASS ~ti~ MUST ~(tLiTY pp~F
less than 12" in Len th with n #hroat of i' in width. GERMAN MILLET. PRIOR TO MAY 1 OR AFTER RUG. 15, ADD 40 ib/acre RYE (GRAIN}. ~ ?~aJ T
Materials 9
Provide coir fiber mat to meet the following requirements: Construction Methods SEEDING DATES z! n
r ~ . Place the coir fiber mat immediat~y upon final grading, Provide a smooth soil surface BEST: AUG 25 -OCT. 100% ooconut fiber coir} twine woven into high strength ma.r€z free from stones, clods, or debris thot will prevent the contact of the mat with the sail. POSSIBLE: FEB. -APR. 15
Thiakness - 0.30 in. minimum Unroll the mat and apply without stretching such that it will lie smoothly but loosely on
Tensile Strength 1348 x 626 Ib~ft minimum the soil surface. AV6ID SEEDING FROM NOV. TO JAN. IF SEEDING MUST BE DONE AT THIS 71ME, Y~iTDIt#i (~"!'ACf
Elongotion 34% x 38% maximum ADD 40 LB/ACRE RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM
Flezibiiity ~mg-cm) 55030 x 29590 For stream relocotion applications, take care to preserve the required line, grade, and PROTEC110N. Flow Velocity Observed 11 ft/sec cross section of the orea covered. Bury the top slope end of each piece of mat in a narrow 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND F>;~\
Weight 20 oz/SY trench at least 6 in, deep and tamp firmly. Where one roll of motting ends and a second SOIL AMENDMENTS ~ ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. -
Size 6.6 z 164 ft (120 5Y) roll begins, overlap the end of the upper roll over the buried end of the second roll so APPLY UME AND FERifllZER ACCORDING TO SOIL TESTS OR APPY 4,Qf~ ib/QCre GROUND 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
°C' Factor 0.002 there is a 6 in, overlap. Construct check trenches at least l2 in. deep every 50 ft. AGRICULTURAL LIMESTONE AND 1000 Ib/acre 10-10-10 FERTILIZER. OPERATE iILAGE NECESSARY TO INSURE SAFETY TO THE PUBLIC.
0 en Area measured 50~ longitudinally along the edges of the mat or as directed, fold over and bury mat to the E(~11PMENT ACROSS THE WATERWAY. p ~ ~ full de th of the trench close and tam firml . Overla mof at least 6 in. where 2 or P ~ P Y P 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
Anchors: Stakes, reinforcement bars, or staples shall be used as anchors. mare widths of mat ore installed side by side, MULCH CHARLOTTE-MECKLENBURG UilLIT1ES SPECIFICATIONS.
USE A ROLLED EROSION CEkTTROL PRODUCT TO COVfR THE BOTTOM CHANNELS AND Gi 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARD5 PART 1926 SUBPART ~
Wooden Stakes; Plaae anchors across the mot at the ends approximately 1 ft, apart. Place anchors along DITCHES, AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE HIGHEST P, OR AS AMENDED. NORTH ~
' ~ are cross the outer edges and down the center of the mat 3 ft, apart, CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN Provide hardwood stakes 12 - 24 long with a 2 x 2 nominal squ DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 L8/ACRE GRAIN STRAW,
section. One end of the stake must be sharpened ar beveled to facilitate driving AND ANCHOR STRAW BY STAPLING NETTING OVER 1HE TOP. t e coir fiber mat and down into the underi 'n soil. The other end of the Adjustments in the trenching ar anchoring requirements to fit individual site conditions through h ~ n )n 9 may be required. SCALE. 1 30'
stake needs to have a 1 - 2 long head at the top with a 1"- 2° notch following to MAINTENANCE
catch and secure the coir fiber mat. INSPECT AND REPAIR MULCH FREQUENTLY. REFERIILIZE IN LATE WINTER OF THE
FOLLOHING YEAR; USE SOIL TESTS OR APPLY 15O LB/ACRE 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. CONSTRlJC110N SEQU£NC~ ~~~~~~+!~qR~,;~~~
~ \ i. Schedule an on-site pre-construction conference with the NC DENR - pWQ representative and NC DENR an-site erosion control ~ ° ~ t . d~ ~r,~
inspector to discuss the opproved erosion and sediment contra) plan. ~ °
~ ~ ~ ~ 1.a. This meeting shall be held no less than two days prior to commencing construction, ~ S ~
7.b. Attendees at #his meeting shop include the grading eontroctor (including any and all anew members who will be working an ~ X35066 _
this sitej, the construction manoger, khe design engineer, and the NC DCNR inspector. ~,~e 1,c. The location of the cross vanes and if any trees to be removed will be determined at this meeting. ti , ~
2. Pump Riser Basin 10 into Sediment Trap 7 until it is drained. ~~i " ° > • `~~,a~~s°~`
3. The contractor shall start on the downstream end of the stream. She contractor shall grade the side slopes and tie #hem back 1111fRilG`t``~
S inko the existing ground. Side slopes may vary depending if trees are to be removed. The side slopes shall be stabilized with core fiber matting.
4. The contractor shall install cross vanes in the locations determined from the pre-construction meeting.
~Z ~ 5. At the end of each working day, the contractor must stabilize all disturbed areas before they complete work.
6. The contractor shall diligently and continuously maintoin oll erosion control devices and ;>tructures, PATE:
7. Approximate time of completion, 4 to 5 working days. THIS DRavnNC AND THE roEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSkVE INTELLECTUAL PROPERTY OF THE SCNNEIDER
CORPORA110N, AND ARE NOT TO 6E USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT
~ THE wRPTTEN CONSENT OF THE SCNNEIDER
CORPORATION,
`'r-. ©COPYRIGHTED 8Y THE SCNNEIDER CORP, (2007)
~ ~ ~ \
i ~ ~ , i ~
~ i ~ o ~ i ~ o ~ i ~
i ~ i l l i i o t i i o i
~ ~ ~ i I ~ 1
~ ~ ~ ~ ~ l I f ~ ~ ~ J ~ 1 I
~ / ~ ~ j I
~ ~ ~ i
~ ~ o ~ I ~ ~ ~ ~ ~ o ~ ~ ~ l i I i ~
r ~ ~ ~ ~ THE SOHNE9DER OORPORATION
~ i ~ l r~ ~ i I i ~ ~ i 1 i ~ f ~ ~ L Cross Vanes shall be constructed as two Roak Vanes on opposite sides of the strum, with a connecting cross channel sill set at 8001 Arrowridge Boulevard
the proposed invert of the streambed. Charlotte, NC 28273
~ o i ~ r 2. Cross Vanes .half be constructed so that adjoining rocks taper in an upstream direction, from the bankfufl elevation to the Telephone: [phone]
~ ~ ~ I ~ r i ~ I~ i ' stream invert. The upstream (lower) end of the Crass Vanes is set at an ante of 20°-30' tangent to the curve. Fax: [phone]
~ > I ~ t ~ iE rI ~ /1 ~ ~ I I I I 3. The downstream end of the Crass Vane shot! be keyed into the streambank at the bankfufl elevation. The Cross Vane shop be wwW.schneidercorp.cam keyed a minimum of eight feet info the strambank. The upstream end of Cross Vane shall be keyed into the streambed at the
~ ` I v~ ~`C I ! { invert elevation. The Gross Vane .boll be installed with a slope of 4% to 7% from the streambed invert to the bankfufl elevation.
1 ~ f ~ ~ oh l J 1 I 4. The Cross Vanes shall be completed by the placement of a crass channel sill at the design invert of the streambed. Cross Architecture
~ a; I J J I ~ ~ ~ J i ! channel rocks shall be properly secured behind Footer Racks, and shall be pfaced so that the s11 rock are level across the Civil Engineering channel. Sill rack shall be placed in close rock to rock contact with no space between adjoining rocks. The elevation o$ the sill Environmental Engineering
I I l I l shall be as determined on the plan drawings or as determined on-site by the NC DENR Inspector, Geotechnical Services
/ / I I I ~ ~ 5. Footer Rocks shall be installed as shown in the details and shall be firmly keyed into the streambed. CIS LIS
6. Vane Rocks shall be placed in a linear fashion so as to produce the sloping Cross Vane, and shall be placed with tight, continuous surface contact between adjoining rock. Rock shall be paced sa as to have no significant gap between adjoining rock. Home Builder Services
I 7. Vane Rock shhll be placed sa os to have o final smooth surface along the top plane of the Cross Vane. No Vane Rock shall Interior Design
V ~ ~ i i protrude higher than the other rock in the Rock Vane. A completed Cross Vane has o smooth, continuous finish grade from teh Land Surveying
e ~ _ / ~ I I ' bankfufl elevation to the streambed. 8. As the arose vane is constructed, the Contractor shall chink af! voids between the footer racks, and between the footer rocks and Landscape Architecture
~ I ~ ~ ` _ _ ~ ~ ~ I i vane rocks. Voids shop be chinked with small boulders, cobble or rack fragments. Chinking will be conducted such that no voids Transportation Engineering
o° I l - ~ f ° o ~ greats; than four inches in size will be present.
. _ _ ~ a ~ ~ I
RISER SAS#N 10 - ~ , r~
I I DER BASIN ~ ~
I ~ o. / ~ ~ I
1 ~
1 ~~`1 ~ 8 ~ ~ i - l~ t I U~
~ - ~ ~ I
t ~ ~ ~ ~ i ~ I h • ~ ~
\ ~ o / ~ ~
~ ~1 ~ l ~ ~ ~
a I c <<.~ ; I Ca ~ _ . j ~ • ~
\ ~
n ~ rSj~r tt I ~ ~ E-+
7 ~ ~ ! \ ~ ~ ~ ~Y ~ - 9i \ i} ~ 1 ~
g ~ ~ I ~
I
~ ~ ~ ~I ~ w ~
i i ~ ~ ~ ~ / I ~ ~ ~ ~ ti
~ w.. ~ ~ J~ ~ ~ ~ I ~ ~ ~ Q
~ _ ~ I _ 9 ~ ~ ~ ~ r f ;~--~;~--__.__a;~.___.____.~
~ ~ ~ ~
/ d `y ~ ~ 1 f 1 I~~ ~ ~ ~ ~ ~ / ~ i ~ / / l
s c`I S ~~o ~ Q ~ M oo--~._._-o~ oQ fNj~ ~ y / ! ~ ~ ~ ~
~ ~
Y~ ~ _ ~ t i ~ ~ I ~ i , ~ i ,1
~Q oao ~ ~ ' . ~ ~ t7 C,~ ~ I ~ ~ ~''°'f IY i 1 I V ~'~C r ~ ~ ~ J / ` ~ 1~ yl ~ r' ~ ~ ~ ~ r ~ , s~l_~
i ~ ~ 1 ~ ~ ~ t_ I ~ r ;r~ ~ ,~t~ rk,~ I
i ~ ~ XXX~ ' ~ ~ I ~ ~ ~ ~ j ~ ~ ~I, i D t1 DATE: PROUEGT Na.:
~ Q i , Igt ~ ~ i ~ ~ ~ ~ ~ 21-SEPT-2009 6991.101 ~ / 1 l i~~~'tl i U
f A ~ ~ i ~ ~ l i i ~ ~ 1 ( , \ rr i r ~ (\f~~ ~ 2909 DRAWN 8Y: CHECKED ®Y:
~ o00 ~ / _ ' 10 ARG ARG 1 l
! DENR•INATERpyALiTY SHEET 71T1E: f t. ~ETIARDS AMp STg3N6~A1~IR FRANC'
~ \o~ / , ~ ~ I ~ f p,d, Dl.,z STREAK .RESTORATION ~ I Fr~ure 3 Croce sectrtur, profile artd pft,~l~ 5=;e~a~ o-J~a C','ovs-haitc
/ I
\ ~ ~ ! ~ ~ / ~ DRAWING fPLES; / ~ 13:~skssstOtak~dwgS~sTlal.awg
r~' ~ 2 I I l ~ ~ \ I
~ I CROSS-VANE DETAIL 1
~ I I ~ ~ ' ST101~
~ r
~ / / / ~ 1 / /
SHEET NO.:
I r - ~ r

~ ~ / ~ fi' ,
r
i ~ ` ` `~1
~
~ ! X16 f®re You 1- -32-
i
~ \ ° ~ ~ v ~ ~ ~ i
,~'I 1 I
i , yy1...~.a, ...r `\r~~ , ~ ~
~ G~ ~1..d~{.~-711 v ``C ~ ,i o ~ v 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM
` TO APPLIGABLE LOCAL AND STA1E STANDARDS.
~ ~ ~ ~l y \ ~
~ ~ ~ ~ ~ 1 ~ y ~ ~ ~ . ~ 1 Z ALL CONSTRUCTION ACTIVITY ON THIS SITE TO SE PERFORMED IN
~ o COMPLIANCE WITH APPLIGABLE O,S.H.A. STANDARDS FOR WORKER SAFETY.
~ ~ 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUC110N BEGINS.
i ~ ~ ~ v~
I~ ~ ! ~ ~ ' ~ ~ l~ ~ ~ 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES.
r ~ ~ ~
i ~ I ~ s f~ ~ ~ ~ ~ ~ 5. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE ~
~ < ~ ~ ~ WITH THE CITY OF HIGHPUlNT SPECIFICATIONS.
i ~ ~ ~ ~
~ . 0 1 ~
~ V ~
\ w~
~i ~ e ~ I' ~ sI:A~ ~ ° "
o3soss
~ ~ ~ ~ ~
~ ~ ~ , X81 ~ i ~ f~ ~
~ ~ 1 ~ ~ ~ l Existing Stnrm Sewer ''~/,,,R~~G;;~~`°
~ ~ i ~ ~ ~ ~ ~I 1 ~ New Stnrm Sewer
i ~ ~ ~ ~ l i f 1 ~ ~ ~ ~ ~
/ o° 1 Existing Sanitary Sewer
~ ~ I' ~ ~ ~ 1 New Sanitary Sewer oAt~:
1 ~ ~ ~1 ~ ~ \ THIS DRANr?NG AND THE IDEAS, DESIGNS AND \ E~lsting Cnntnur CONCEPTS CONTAiNEp HEREIN ARE THE. EXCLUSIVE
1 ~~v 1 " INTEIiECTUAI PROPERTY OF THE SCNNEIDER ~~d CORPORATION, AND ARE NOT TO BE USED OR
~ I \ ~ / Prnpnsed Gnntnur REPRODUCED, IN WHOLE OR IN PART, W1THOUT THE WRITTEN CONSENT QE THE SCNNEIDER
`moo ~ ~ o / ~ a 1 ~ ~ ~ l 1 ~ ~ / CORPORATION.
/ m ~ COPIRIGHTED 9Y THE SCNNEIDER CORP. (2008)
~ L ~ ~ ~ ~ ~ ~
- l i I l~ ~ ( ~
~ o/i ~ ~ ( l
i
~ ~ ~ 1
..,L.,~ ~ ~ i /1 ~
` \ \ n \ \ /
THE SCNNEIDER CORPORA130N
Historic Fort Harrison
8901 Otis Avenue
Indianapolis, !N 46216-1037
yp s Telephone; 317,826.7100
SCALE ° 1 = 2 ® Fax: 317,e26.7300 www.schneidercarp.com
Architecture
Civil Engineering
Environmental Engineering
Geotechnical Services
GIS ~ LIS
Home Builder Services
Interior Design Land Surveying
Landscape Architecture
Transportation Engineering
LJ _ ~
~ o
ua
z
1 ~ ~ .a 'v
r~
V ~ ~
~ ~ ~
\1. ~ ~
~ M ~ ~ ~ ~ ~e

~ cs
a
L~
~C
PATE: PROJECT NO.:
21-SEPT-2009 6991.101
DRAWN BY: CHECKED BY:~
KMS ARG
SHEET TITLE:
STREAM RESTORATIOR
DRAWING FIlfS:
e:~sK~sss~~~ol~dw~'s~~o2.dwg
F ` ~ SHEET N4.:
STREAM RESTORATION PROFILE ~e SCALE: HORZ,; 19"=20' rc,"N UMSIT~--l (32
Existing Grade New Grade V R T.
71