20061085 Ver 2_401 Application_20061006

I rer can
2020 Starita Road, Suite E
Charlotte, North Carolina 28206
PHONE: [phone]
FAX: [phone]
TRANSMITTAL
&icp oto - 1085 V?.
PA1'P^r^IT
RECEIVED
To: Division of Water Quality, 401/Wetlands Unit Date: October 23, 2006
Attn: Lia Myott
1650 Mail Service Center Project No: 71067732
Raleigh, NC 27699-1650
Phone [phone] Project Name: UCPS School G Site
WE TRANSMIT TO YOU HER EWITH ?x UNDER SEPARATE COVER ?
? Project Manual ? For your information and files Sent by:
? Project Report ?x For comment or approval ? Mail
x? Drawings ? Returned Deposit 0 Express
? Brochures or Photos ? Approved as noted ? Messenger
? Invoice ? Picked-Up
21 Correspondence ? Email
COPIES SET NO. DATE DESCRIPTION
1 1 10/23/06 CHECK for $2,000.00 to DWQ
1 1 10/23/06 PCN Application
1 1 10/23/06 Addendum to the PCN
1 1 10/23/06 EEP Acceptance Form
1 1 10/23/06 Agent Authorization Letter
1 1 10/23/06 Site Vicinity ap
1 1 10/23/06 USGS Topographic Ma
1 1 10/23/06 National Wetlands Inventory Ma
1 1 10/23/06 USDA NRCS Soil Survey Ma
1 1 10/23/06 2004 Aerial Photograph
1 1 10/23/06 Existing Conditions Ma
1 1 10/23/06 Grading, Drainage, & Erosion Control Ma
1 1 10/23/06 Wetlands Impact Maps 1-3
1 1 10/23/06 Wetlands / WoUS Plat Maps
1 1 10/23/06 Impervious Area Calculations
1 1 10/23/06 Stormwater Calculations 6 pages)
1 1 10/23/06 Stormwater Pond Ma
1 1 10/23/06 CD with all of the above
REMARKS: Attached is the PCN application for an Express 401 Water Quality Certification for the above
listed site. This package has been copied to Amanda Jones at USACE and Barry Love at NC DWQ.
If you have any questions or need anything else please call me at 704-509-1777.
If enclosures received are not as listed above, kindly notify us at once.
Irerracan /
By: I'LL (_ u-?- , ????,_? , j
Heather R. Crutchf' d
OCT 2 4 2006
DENR - WATER QUALITY
WETLANDS AND STORMOM gMKM

Office Use Only: Form Version March 05
' USACE Action ID No. DWQ No. e.Y p Otv " I O$S V 3+
(If any particular item is not applicable to this project. please enter "Not Applicable" or "N/A".)
I r' t+, i
' I. Processing
RECEIVED
1. Check all of the approval(s) requested for this project:
? Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification Z Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39 (Verified)

3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: El
/zk (
II. Applicant Information g
r ?.
1. Owner/Applicant Information la 0
Name: Union Count Schools
F, A
tvianiug Address: I 16 worm Main Street _
Monroe, NC 28112
Telephone Number: 704-296-5960 Fax Number: 704-296-5973
E-mail Address: don.hu?,111es(Wucps.k12.nc.us
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Heather Crutchfield
Company Affiliation: Terracon Consultants, Inc
Mailing Address: 2020-E Starita Rd.
Charlotte, NC 28206
Telephone Number: [phone] - Fax Number: 7( 04)509-1888
E-mail Address: hrcrutchfield(a)ten-acon.com
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I rdatad 1 1. 1, 1001

Pau e 5 of 1 ;

1 III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than I I by 17-inch format;
' however, DWQ may accept paperwork of any size. DWQ prefers fill-size constriction
drawings rather than a sequential sheet version of the frill-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Elementary School "G"
'
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 06177008
4. Location
' County: Union Nearest Town: Weddington
Subdivision name (include phase/lot number):

' Directions to site (include road numbers/names, landmarks, etc.): Located at the
intersection of Rea Road (Marvin-Weddinfton Road) and Reid Dairy Road just west of
Providence Road(Hi2hway 16).
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.014600 "N 80.776900"W
6. Property size (acres): 55.22
7. Name of nearest receiving body of water: Six Mile Creek (Stream Index # 11-138-3);
Class C
8. River- Basin: Catawba River Basin, CTB38
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently under construction as a public
school. Jurisdictional areas are wooded.
I lnlatcd i 1 1/200u
Page 6 of 1

10. Describe the overall project in detail, including the type of equipment to be used: See the
attached grading plan showing the proposed stream impacts and fill area of the
' wetland. Typical heavy equipment will be used in the land clearing and grading phase
and also during the construction/development of the roads and other ancillary features
I11. Explain the purpose of the proposed work:The purpose of the proposed construction is
to provide road access to a portion of the site that is otherwise inaccessible
IV. Prior Project History
If jurisdictional determinations and/or pennits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful infonnation. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Not ADDlicable
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
' and provide justification for the exclusion of this work from the current application.
A second elementary school may be constructed in the future The exact configuration of
this second elementary school is not known at this time; however, no future impacts are
planned or anticipated at this time.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
nprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermttent and perennial)
Should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There are three impacts
' filling approximately 0.143 acres of wetlands; one impact filling 284 linear feet of
perennial stream; one impact filling 177.5 linear feet of intermittent stream channel;
Pa,e 7 of I
and three TEMPORARY impacts filling 67.81 linear feet. The impacts are shown on
the attached site grading plan.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, .fill, excavation, flooding, ditching/drainage, etc. For dams,
cenarntely list imnncts due to both structure and flooding.

Wetland Impact

Site Number

(indicate on map)

ype of Impact of Wetland
Type

(e.g.. forested, marsh,

herbaceous, bog, etc.) Located within

-year
100
Floodplain
(yes/no) Distance to

Nearest
Stream
(linear feet) Area of

Impact
(acres)
W-1 fill / culvert forested no adjoins 0.14
W-2 fill forested no adjoins 0.002
W-3 fill forested no adjoins 0.001

Total Wetland Impact (acres) 0.143
3. List the total acreage (estimated) of all existing wetlands on the property: 2.6105 ac
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mnst he. inclnded To calculate acreage- multinly length X width. then divide by 43.560.
Stream Impact
Number

(indicate on map)
Stream Name
Type of Impact
perennial o
Intermittent'. Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
)
S-1 _ fill/culvert perennial 3.5 feet 284 0.023
S-2 _ culvert intermittent 2.5 feet 177.5 0.010
T-1 _ temporary perennial 1.5 feet 14.98 0.0005
T-2 _ temporary perennial 3 feet 26.08 0.0018
T-3 _ temporary intermittent 3.5 feet 26.75 0.002

Total Stream Impact (by length and acreage) 529.31 0.0373
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill- excavation. dredging. flooding, drainage, bulkheads, etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond. estuary, sound, bay, Impact
(indicate on map) ocean, etc.) (acres)

lip(lBtCL I 1 I 1 2rn)?
Page 8 of l3

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the broiect:
Stream Impact (acres): 0.0373
Stream Impact, Temporary (acres): 0.0043
Wetland Impact (acres): 0.1430
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.1803
Total Stream Impact (linear feet): 529.31
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation - Not Applicable
If constriction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
' be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe treasures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
' were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The site layout was designed
in a manner to reduce impacts to streams and wetlands. Due to constraints of the property
' boundaries, filling of an approximate 0.0146 acre portion in the upland fringe of a wetland
is necessary to provide road access to a portion of the site that is otherwise inaccessible. In
addition, the road design had to accommodate safe school bus and traffic patterns. BMPs
are to be maintained in order to reduce impacts to wetland areas during the construction
phase of the project.
Updated 11/1;200
Page 9 of 1',

1 VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
' Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
' and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http: //h2o.cnr.state.nc.usi?ncwetlanclsistrm?,ide.11tml
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of constriction. Please attach
' a separate sheet if more space is needed.
Payment into the Eco-System Enhancement Program.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it rs the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at ht,tp / 12o.eni stag rnc.us WI1Y I1dCX.htrr7. If use of the NCEEP is proposed, please
_
check the appropriate box on page five and provide the following information:
AmOUnt of stream mitigation requested (linear- feet): 300
undated 11"1/2001
PaLc 10 of 1

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IX.

Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) finds or the use of
public (federal/state) land? Yes ? No Z
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
I3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
' X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
' required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Neese), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Gone* Impact Multiplier Required
(square feet) Mitigation
1 3 (2 for Catawba)
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 cxtcnds an
additional 20 feet fi-om the edge of Zone 1.

( pdated 11!1'2005
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3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
not applicable
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. The impervious surface area for the development is 14.04%. The calculations are
shown on the attached Impervious Area Calculation Tables. The post-development 10-year storm
is less than 1 CFS different from the pre-development calculation. A copy of the stormwater
management plan, including calculation is attached.
XII. Sewage Disposal (required by DWQ)
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.
Wastewater generated at the site will be discharged into the Union County municipal
sanitary sewer system.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No ?
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http:;''i1?2?2.c?nr.st?aEc.tic.us/ncv-vi lairds. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Updated i i I;?oo>
Pave 12 of 13

6
Applicant/Agent's Si n ture Date
(Agent's signature is valid onl f an authorization letter from the applicant is provided.)

1
Updated 11i112005
Page 13 of 13
I
Addendum to the Pre-Construction Notification and "Buffer Rules" Application Required for
Projects Submitted Under the
"Express Review Program"
North Carolina Division of Water Quality Version 4.0
September 2, 2004
Email Address: [e-mail]
Purpose: To provide a detailed explanation of the information required by the Division of Water Quality
in order to expedite the review of applications for 401 General Water Quality Certifications, Isolated
Wetland Permits, Stream and Wetland Mitigation Plans and Riparian Buffer Approvals (Please Note: do
not leave any questions unanswered or use terms such as "N/A" without an explanation).
Fees:
401 Water Quality Certifications: Major (>/= 150' stream or >/= 1 acre wetlands) $2,000.00
Minor (< 150' stream or < 1 acre wetlands) $1,000.00
Riparian Buffer Approval: (exclusively or "in addition" to) $2,000.00
Isolated Wetland Permit: General $1,000.00
Wetland & Stream Mitigation Plan: Major w/buffers (>/= 150' stream or >/= 1 acre wetlands) $4,000.00
Major w/o buffers (>/= 150' stream or >/= 1 acre wetlands) $3,000.00
' Minor/buffers only $2,000.00
Please read the entire document before attempting to determine the proper fee. Fees are additive for
particular projects.
Things to keep in mind when filling out the application:
A specific answer must be provided for each question. For instance, if a numerical answer is requested
' then a numerical answer must be provided along with the supporting information necessary for DWQ staff
to verify that the number is accurate. Likewise, if explanations are presented to justify certain responses,
the explanations must be completely supported by documentation. DWQ staff cannot assume that
unsupported or undocumented information is accurate. "N/A" is not an acceptable answer for any
question since the DWQ Staff reviewing the application must have an opportunity to determine whether or
not any requested information is pertinent.

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All forms, guidance, worksheets, applications, etc. used must be the current versions as posted on our
web site at http: h2o.enr.state.nc.us/ncwetlands. There will soon be a web site specifically for the
express review program. Please note that it will be the applicant's or applicant's consultant's
responsibility to verify that the current versions are used. The versions posted on our web site will be
considered to be the current versions.
You are a very important part of the success of this program, if you have suggestions or clarifications
please send your comments to the Wetlands/401 Unit of the DWQ (via email at
401 [e-mail]).
Filling Out the Pre-Construction Notification Application:
The Corps of Engineers (USACE)/DWQ official, joint Pre-Construction Notification (PCN) Application
must be used as a basis for the expedited review process. The completed application should be
presented first and the supporting information tabbed and collated in the same order. Using a custom
format is not recommended. The open squares 0) are checklist items. The following items correspond to
the numbering system on the Pre-Construction Notification Form (PCN):
1

' USE CHECK BOXES TO TRACK PROJECT INFORMATION
SECTION I. PROCESSING
' 1 & 2.The USACE determines which Nationwide, Regional, or General Permit is
required. If you have verified with the USACE which permit they intend to use for
your project or if you already have written approval from the USACE, please
' indicate by adding "verified" or "verified, attached", respectively, in the blank next
to the Permit number requested.
' Attach the USACE Approval if you have it.
3. It is not anticipated that the expedited process will be requested for this situation.
t 4. If you propose to impact 150 feet or more of perennial stream or 1 acre or more
of wetland and onsite mitigation is not proposed, it is recommended that you
either locate an acceptable private bank with available credits (with
documentation to show that the bank can and shall provide the credits needed)
' or obtain approval from the EEP for the entire amount of stream and or wetland
as DWQ will make the final determination as to whether or not mitigation applies.
Please note that the USACE may have different mitigation requirements and
' thresholds.
5. State whether your project will require a CAMA Minor, Major or General Permit
and give the status of the permit.
t SECTION II - APPLICATION INFORMATION
1. 15 NCAC 2H.502(o reads as follows: "Who Must Sign Applications. The application
' shall be considered a "valid application" only if the application bears the signature of a
responsible officer of the company, municipal official, partner or owner. This signature
certifies that the applicant has title to the property, has been authorized by the owner to
' apply for certification or is a public entity and has the power of eminent domain. Said
official in signing the application shall also certify that all information contained therein
or in support thereof is true and correct to the best of his knowledge."
' ! Please indicate how the applicant meets the above definition and provide
supporting documentation.
_1 Please provide all of the requested contact information including a fax
number and email address.
' 2. If the application is not signed by the applicant, please attach the agent authorization.
The applicant must sign the agent authorization letter. The applicant's name and
' position must also be spelled out as many signatures are difficult to read.
3. Please provide all of the requested contact information including a fax number and
email address.
' SECTION III - PROJECT INFORMATION
The following is the most critical of all the information that you must provide. The quality and detail of the
' information will often determine the expeditiousness of the review. The following is a checklist of the
types of pertinent information required at a minimum:
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' Maps and Plans:
The most recent version of the 1:24,000 USGS Topographic Map- Please cleanly
' delineate the site boundaries, etc. on the map. If the delineation obscures any of the
features, it is recommended that a clean copy be provided. Please indicate the
quadrangle name. You can go to the USGS web site (http://mac.usgs.gov/maplists/) to
' verify the most recent version.
The most recent version of the NRCS Soil Survey Map - (required for projects within
the Neuse River Basin, Tar-Pamlico River Basin, Randleman Lake Watershed and the
' Catawba River Basin, also recommended for all projects) - Please cleanly delineate the
site boundaries, etc. on the map. If the delineation obscures any of the features, it is
recommended that a clean copy be provided. Please indicate the page or map number
from which the copy of the map was made. Copies of the current soil survey and/or soil
survey map sheets can be obtained from the local NRCS County Office
(http://www.nc.nrcs.usda.gov/).
' Vicinity map - Please clearly mark the location and approximate boundaries of the
property and project on the map. Please indicate north and scale. Please include
applicable road names or State Road numbers.
' The Site Plan - The most critical map to be provided is the site plan. You must provide
full sized plans. The following is the minimum list of plans that are typically needed.
Pre-construction/Pre-existing conditions - This sheet must be scaled and
' include all jurisdictional and non-jurisdictional wetland, stream, water features,
State regulated buffers, topographic contours with elevations, approximate extent
and nature of forest, field, landscaped, or other cover. Any existing structures and
' impervious area must be shown. Existing utility lines and easements must be
shown. Existing roads, culverts, and other pertinent features must be shown. North
arrow and the scale must be shown. Please note that the impact boundaries on the
maps should correspond to the flagged impact boundaries in the field.
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Proposed conditions - These sheets must be scaled and show all existing
jurisdictional and non-jurisdictional wetland, stream, water features, and State
regulated buffers must be underlain on the site plan(s). The plans must show all
built-out structures and impervious cover. The plans must include the final grading
contours with elevations. The plans must indicate all utilities and easements. It is
likely that several versions of the final built-out site plans will be necessary. The
following is a list of layers:
Drainage Plans - Final drainage plans must be included. The plans should include
the locations and pertinent elevations and sizes of the collection system and
drainage ways. All inlets and outlets must also be shown with pertinent elevations.
Scaled stormwater BMPs must also be indicated as required by DWQ rules and
policies. In certain cases, final stormwater management plans must also be
provided, but that will be addressed later in this document.
Plats - The plans must show the location and layout of all sub-divided parcels with
lot identifications. Platted parcels must be developable without further impacts to
jurisdictional and non-jurisdictional wetlands, streams, water features, and State
regulated buffers.
Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland,
stream, water features, and State regulated buffers must be shown and labeled on
the site plans. All excavation, fill, flooding, stabilization, and other impacts that will
be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated.

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Wetland Impacts (on the site plan):
Precise grading and final elevation contours must be provided. Existing vegetation and
any clearing must be specified.
All subsurface utility lines must indicate the location of anti-seep collars. Construction
detail for anti-seep collars must be provided.
Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
When surface drainage features or groundwater recharge areas that feed or would
reasonably feed wetlands that are not to be filled are made impervious, it may be
necessary to direct some stormwater runoff to those areas in order to maintain hydrology.
You must identify these areas and address them. Supporting explanations and discharge
information must be provided to show that the wetland would not be eroded or receive
too much or too little hydrology. In many cases this could help satisfy part of a
stormwater management plan.
Flooding
Draining
Stream Impacts:
Stream impacts must be clearly shown on the plans. The centerline as well as the banks
of the stream must be surveyed or located by GPS for the portion of the stream to be
impacted.
Culverting:
The inlet and the outlet of the culvert should be aligned with the stream as much as
possible. Inlet and outlet elevations and stream bed elevations should be indicated.
Any widening of the stream must be shown with elevations.
The extent of and plan details for all dissinatinn or nmrip control devices should be shown
with pertinent elevations.
For shorter culvert sections, such as for road crossings, a longitudinal cross section that
shows the stream bed invert at the inlet and outlet, the existing stream bank elevations
and the invert of the inlet and outlet of the pipe(s) must be provided.
For shorter culvert sections, such as for road crossings, a vertical cross section must be
provided that shows the stream cross section at the inlet and outlet overlain with the
culvert and fill cross section.
For bottomless culverts or other spans, a vertical cross section should be provided that
shows the minimum distance from each span to each stream bank, the stream cross
section, the height of the span above the stream and the minimum distance from the
edge of each footer to each stream bank.
For bottomless culverts or other spans, a plan view must be provided that shows the
location of the spans and the stream banks.
For longer culverts or culverts that will pass beneath substantial impervious cover, it will
be necessary to provide adequate plan detail to show that discharge velocity/energy will
be adequately dissipated.

' Aquatic life passage through culverts is typically achieved by placing the invert of the
culvert below the existing bed of the stream per the USACE or North Carolina Wildlife
Resource Commission guidelines. Other methods such as baffles may also be used.
Please be aware that such placement may require the use of grade/velocity control
' measures up or down stream of culverts on steeper streams to prevent head-cuts or
stream bed erosion. The culvert placement relative to the stream bed can be indicated
on the longitudinal profile. Grade and velocity control measures must be indicated on the
' plan view and typical designs should be provided.
Multiple culverts, wide culverts or sectioned box culverts typically require the use of sills,
off-setting or other means to match the cross section of the existing stream (in order to
' maintain stream stability and provide aquatic life passage). A vertical cross section of the
culverts should be shown overlain with the up and downstream stream cross section
including the stream flood-prone area.
Impacts associated with dam construction must indicate and enumerate all fill associated
with the dam foot print, spillway and any bank stream bank stabilization. The length of
' stream impounded must also be indicated and enumerated.
Stream Relocations:
Stream relocations must be conducted as specified in General Certification numbers
3402 and 3404 (available on the Wetlands Unit web site). Stream relocation plans must
include:
Morphological measurements (see Appendix B of the Internal Technical Guide for Stream
Work in North Carolina available on the Wetlands Unit web site) - not all of the
measurements are applicable in every instance.
' Typical stream cross sections - Typically, a riffle cross section and a pool cross section
that includes the entire flood prone area. The bankfull and flood prove area elevations
should be indicated. Similarly, a riffle cross section of the reference stream(s) should be
' provided.
Plan view - Provide scaled plans that show the location of the proposed (preferably with
stationing) and the existing stream. In most instances, the bankfull contours and flood
prone area contours, in stream structures, bank revetments/stabilization, channel plugs,
planting plan, vegetation conditions, stormwater outlets, grade controls, bridges, culverts,
sewer lines, roads, fencing, and easement lines should also be provided.
' Longitudinal Stream Profile - A scaled profile that indicates the thalweg, bankfull, and top
of bank elevations should be provided for the design and reference streams. In many
cases, it will also be necessary to show the existing land elevations for the design
' stream.
Planting Plan - A planting and/or vegetation management plan should also be provided
that makes use of appropriate native vegetation. The plan should indicate the extent,
' density, and species of plants to be provided.
In-stream structure, bank revetment/stabilization, and stormwater outlet typicals -
' Detailed, typical plans should be provided for all in stream structures, bank revetments or
stabilization, and stormwater outlets. The typicals should include materials and
specifications as well as relative lengths, positions, and angles.
Sediment transport analysis - A sediment transport analysis should be provided based
on the current, relevant, accepted practices. The sediment transport analysis should be
relevant to the stream bed load type and should predict bed load transport equilibrium.
' Permanent conservation easement or similar means of protection must also be provided.

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Other Information:
1. The project should always be referred to by this name in all correspondence as well
as the DWQ # once it is provided.
2. This only applies to DOT projects, which are not expected to utilize the Express
Review Program.
3. This should be the size of the project as identified by the USACE for 404 Permits or
by the Division of Water Quality for Buffer Approvals and Isolated Wetland Permits.
4. Please provide the name (as depicted on the USGS topographic map and DWQ
Stream Classification Lists) of the nearest water body(ies) to which your project is a
tributary to (e.g. "Neuse River (Falls Lake below normal pool elevation)"). (Do not
simple state "stream", "river", "ocean", "sound" or "lake".) Please provide the "stream
index number" of the named water body or water body section (e.g. "27-(1)"). Also,
please provide the full water quality classification (e.g. "WS-IV NSW CA") of the water
body. This information can be obtained from the DWQ web site
http://h2o.enr.state.nc.us/bims/Reports/reportsWB.htm1.
5. Please state which river basin and sub-basin that your project is in (e.g. "Neuse River
Basin, NEU01"). This information can be obtained from the DWQ web site
http://h2o.enr.state.nc.us/bims/Reports/reportsWB.htm1.
6. Conditions should also be indicated on the existing site plan where applicable.
Photos (including aerial photos) can be helpful in describing the existing conditions.
7. You must provide an attachment that explicitly describes what the proposed project
will entail from the planning stage to final construction.
8. This can be a simple explanation, but it is critically important because the purpose
dictates how the no practical alternatives are reviewed.
SECTION IV - PRIOR PROJECT HISTORY
Please include copies of all 401 Water Quality Certifications, Isolated Wetland
Permits, Buffer Approvals, USACE Permits, CAMA Permits for the site as well as a
copy of the final approved, site plan.
SECTION V - FUTURE PROJECT PLANS
For projects utilizing the express review process, all impacts both present and
potential future must be indicated. For instance, the location or configuration of
platted lots sometimes suggests that future impacts will be necessary to build,
access, or otherwise develop such lots. Failure to account for such potential impacts
could delay or disqualify a project from the rapid review process. If you believe that
the lot can be developed without impacts, but you anticipate that your assertion may
be questioned, it is recommended that you provide a potential building foot print
and/or grading plan to show that future impacts could be avoided.
SECTION VI - PROPOSED IMPACTS TO WATER OF THE US
It is recommended that the individual impacts be described if there are special things
to note about the impacts. Typically the most important thing is to have detailed
accurate site plans as described above. Please make sure they are clearly labeled.
Please include all proposed temporary impacts.

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Also, a current, signed delineation map from the USACE should be provided (if
available) and a map locating the stream origins signed by the appropriate DWQ
Staff must be provided if applicable.
2. Each impact to a wetland must be clearly labeled and identified on the site plan. The
type of impact must be clearly stated. If the impact is temporary, a specific plan must
be described or shown as to how the wetland will be restored. Keep in mind that the
USACE delineates some features as wetlands that DWQ calls streams. Please list
any impacts in this table that DWQ would identify as a stream. If there is any doubt,
it is recommended that the impacts be listed as streams. Please follow current DWQ
policy with respect to whether a stream is perennial or not. It is recommended that
you assume that a stream is perennial (unless you are positive that it is not) so if
mitigation is required then the appropriate amount of mitigation would be anticipated
or requested from the EEP or private bank. If the EEP or private bank has pre-
approved too short of an amount of stream or if inadequate mitigation is proposed,
then that situation will result in delays.
3. Sometimes it is difficult to determine whether a feature is a modified natural channel
or a ditch, especially in the eastern part of the State. Soils, drainage features,
topography, and similar factors, all are important for making that determination.
4. Other items to address not specifically requested in the application include
downstream sediment starvation, thermal pollution, low flow releases from dams, and
aquatic life passage. Other important considerations are buffer reestablishment or
mitigation around ponds on buffered streams. The site plan should include the
precise elevation contour of the normal pool as well as the dam foot-print. Mitigation
is required for wetland flooding of an acre or greater and for stream fill (if over the
150 foot threshold) under the dam foot-print and any outlet stabilization.
SECTION VII - AVOIDANCE AND MINIMIZATION
Avoidance and minimization are critical aspects of an application particularly if you desire the application
to be processed expeditiously. The following is a check-list of avoidance and minimization questions that
DWQ Staff often look for in applications.
Are there any stream crossings at angles less than 75° or greater than 105°?
Are there any stream crossings that cross two streams above or at the confluence of those
streams?
Are there any stream, wetland, water, and/or buffer impacts other than perpendicular road
crossing near the edges of the property?
Can the stream be relocated as a natural channel design as opposed to culverted or
otherwise filled?
Is any single stream crossed more than once?
Can property access routes be moved or reduced to avoid stream, wetland, water, and
buffer impacts?
Can a building, parking lot, etc. be realigned to avoid impacts?
Can the site layout be reconfigured to avoid impacts?
Can headwalls or steeper side slopes be used to avoid/minimize impacts?
Can a retaining wall be used to avoid/minimize impacts?
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Can cul de sacs be used in place of a crossing?
Can lots be reshaped or have shared driveways to avoid impacts?
If based solely on the practicable physical possibility, the answer is "yes" to any of the above questions
then you must have to provide substantial and convincing justification as to why the impacts are
necessary. If the impacts are required by a local government or other agency, the claim must be
supported with appropriate written documentation from the local government or other agency. Most
projects typically involve. the need to justify avoidance and minimization. If this information is not readily
available, then the express review process may not be the appropriate venue to use. Providing
alternative plans (such as plans that avoid the impact, minimize the impact and the preferred plan, similar
to those used in environmental assessments) and explanations as to why the preferred plan is needed
and why the alternative plans won't work are many times helpful in the no practical alternatives review.
SECTION VIII - MITIGATION
Mitigation for the Express Review Program, final mitigation plans must be presented up front. The final
plans (except for plans that propose payment into the Ecosystem Enhancement Program (EEP), Riparian
Buffer Restoration Fund, private mitigation banks, or similar banking instruments) must contain detailed
plans, specifications, calculations and other supporting data that show that the appropriate mitigation will
be achieved at the ratios required. The design plans must be developed to at least the "90W level.
Monitoring plans must be final and specific. Any means of permanent protection, such as a permanent
conservation easement must be provided. If you elect to use the EEP or a private mitigation bank, it is
recommended that you request the maximum possible mitigation amount that DWQ may require so that
you will not have to get further approval from them on short notice. The EEP and private banks are not
part of the expedited review process and cannot be expected to meet any such deadlines. There will be
no conditional expedited approvals that require final plans at a later date. It is not recommended that
innovative mitigation techniques or greater than 10% preservation be requested as part of an expedited
process.
SECTION IX
If your project requires the preparation of an environmental document under NEPA or SEPA and an
approval letter has not been issued by the State Clearinghouse, then you cannot apply under the
expedited review process. I t is your responsibility to find out if such documentation is required.
SECTION X
There are many aspects of the Buffer Rules that must be addressed in every application, if applicable.
The first and most important thing to keep in mind is that allowable activities that require written Approval
from DWQ triggers a review of the entire project for compliance with the Buffer Rules.
Diffuse Flow & Stormwater Management:
The most common issues that arise involve the requirement for diffuse flow of stormwater
through riparian buffers. Basically one of three things must be indicated in regards to all
"new" stormwater that is collected and subsequently discharged. First, provisions for
diffuse flow through the protected buffer must be made. This usually involves the use of
level spreading devices designed to the latest DWQ guidance on level spreader design,
which is available on our web site. Please keep in mind that it does not matter how far a
discharge point is from a buffer. The stormwater must be flowing in a diffuse manner at
whatever point it eventually reaches the buffer. If the stormwater will not be flowing in a
diffuse manner through the protected buffer at the point it reaches the buffer, then one of
the following options may be allowed:
You may provide a nitrogen removing measure such as a forested filter strip,
grassed swale, stormwater wetland, etc. The measure employed should be
designed according to the NC DENR Stormwater Best Management Practices
Manual or other DWQ Guidance available at http:
1
9
' //h2o.ehnr.state.nc.us/ncwetlands/mitresto.htm1. After the nitrogen is treated, the
stormwater can be directly conveyed through the buffer with written DWQ approval.
' You may discharge the stormwater to an existing man-made conveyance that
currently conveys stormwater through the protected buffer (assuming the
conveyance was not constructed in violation of the Rules) as long as that
conveyance does not need to be altered to convey the flow. Please remember that
' there are no other choices. The following checklist is intended to help insure that
your application will not be deemed incomplete as a result of improper stormwater
design.
' Stormwater Management (for Buffer Rules compliance only - Also, see Section XI):

All stormwater out-falls must be clearly shown and labeled on the site plan for projects in
Buffered watersheds. List each out-fall as labeled:
Option 1: Level spreading devices designed to the latest DWQ Guidance, and
devices that merely control velocity but do not provide diffuse flow such as rip rap
dissipators are not proposed. List each of these out-falls as labeled on the site
plan and provide a DWQ worksheet available at
http://h2o.ehnr.state.nc.us/ncwetiands/mitresto.htm1:
Option 2: Nitrogen removing measures designed to DWQ Standards are
proposed for discharges for which diffuse flow through a protected Buffer cannot be
met. List each of these out-falls as labeled on the site plan and provide a DWQ
worksheet available at http://h2o.ehnr.state.nc.us/ncwetlands/mitresto.htm1:
Option 3: The stormwater will be discharged to an existing man-made (not
' including modified natural channels) conveyance that carries the stormwater
through the Buffer. The conveyance was not constructed in violation of the Buffer
Rules. List each out-fall as labeled:
' All stormwater out-fall must meet one of the options above. (Note: if you cannot check this
box your application will likely not be accepted into the express review process.)
Site Plans:
All applications on properties with DWQ protected buffers must clearly depict the buffers
and any impacts to the buffers on the site plans. The impact maps should clearly depict
both zones of the protected buffers and the proposed impact areas (provided in square
feet).
t Surface Water & Buffer Delineations:
Any surface waters subject to DWQ protected buffers must be field located and accurately
depicted on the site plans and impact maps. The width, dimensions and pattern of the
' surface water must be delineated. The surface water location must not be taken simply
from a USGS map, soil survey or local municipality's map. The buffers must be measured
from the surface water as required within the applicable buffer protection rule (e.g., all
buffers along streams subject to the Neuse Buffer Rule must be measured from the "top-of-
bank" of the stream and not the centerline of the stream). All streams must be surveyed or
located by GPS and shown precisely on the site plans.
' Impact Table:
Please provide additional impact tables that clearly state the area of impact for each
corresponding impact site.

10
' Variances:
Projects that require a Minor, Major and/or "General" Variance will not be eligible for the
' use of the Express Review Program.
Mitigation:
' As opposed to applications that are submitted under our regular process, final mitigation
plans must be presented up front (see requirements for Section VIII above). The mitigation
plans must comply with the applicable buffer mitigation rule.
' SECTION XI - STORMWATER
Please provide the following information in regards to potential stormwater requirements:
' The total acreage of the site. (acres)
The total built-out impervious acreage (acres)
The total area that will be disturbed (acres)
' If the total area exceeds 20% imperviousness, the development on the site is uniform in
density, and you claim that the total impervious area is less than 30%, you must provide a
complete, detailed breakdown of the assumed built-out conditions. The breakdown must
be detailed enough to show that all potential impervious areas are accounted for.
t If there are concentrated areas of development such as multi-family, commercial, cluster,
club houses, etc. that exceed 30% imperviousness and the total imperviousness for the site
does not exceed 30%, a stormwater management plan will likely be required for those
areas that exceed 30% imperviousness.
Stormwater management plans must be complete with a final design and an executed
' Operation and Maintenance Agreement. There will be no conditional stormwater approvals
for the express review process that allow for approval of the final plans at a later date.
Worksheets must be provided that are available at
http-.//h2o.ehnr.state.nc.us/ncwetlands/mitresto.htm1.
SECTION XII - SEWAGE DISPOSAL
Response must be clear and detailed. Any disposal method that suggests further impacts
' may be required other than those shown must be clearly addressed on the site plans.
SECTION XIII
' Answering yes to either of these responses automatically precludes you from the express
review process.
' SECTION XIV - SIGNATURE
The name, position and/or title of the applicant must be in type or long hand script here with
the signature. It should be the same person as described in Part II.
If you have any questions about these requirements, please email the Express Review Program at
[e-mail] and include your question and phone number and the appropriate staff will
respond as soon as possible.

Dr. Ed Davis

UNION COUNTY PUBLIC SCHOOLS Superintendent
L D Phil Martin, Chairman
Arp, Jr., Vice-Chairman
500 North Main Street, Suite 700 - Monroe, North Carolina 28112-4786
704/283-3733 Or 704/283-3654 Fax: [phone]
N*? John Collins John H. Crowder
Monica Frank Dr. Sharon Gallagher Linda M. Isner
Carolyn J. Lowder Kim Rogers
October 2, 2006

Mr. Heather R. Crutchfield
Terracon Consultants, Inc.
2020-E Starita Road
Charlotte, North Carolina 28206
RE: Proposed Elementary School Site "G"
' Marvin-Weddington Road
Union County, North Carolina
Terracon Project No. 71067732
t Dear Ms. Crutchfield,
As part of site development activities, we the undersigned hereby grant permission for
' Terracon Consultants, Inc. (Terracon) to act as our agent for the purpose of conducting
wetlands/jurisdictional waters assessment of the referenced property. We further grant
permission for Terracon to access the property and to schedule site visits by Federal
' and State regulatory personnel, as necessary, for assessment and/or permitting
purposes.
Applicant
Name:
Firm:
Address:
Signature:
?or? Q (C? S • ?-lu?jl??s
ll J ?.
?Qcr ?,t?e5 ?fQ nn?>7 `? ?onS?L?1m
?.t lum C?un? dub i . ?Cyl©?`-?s
i I to ? ? ? Qi,? 5?-•
--J Date: 0 ?? D(n

1

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PROGO"
' October 12, 2006
Heather Crutchfield
' Terracon Consultants, Inc.
2020 E. Starita Road
Charlotte. NC 28206
' Project: Union County Public School I'G" Site County: union
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NC EEP) is willing to
' accept payment for impacts associated with the above referenced project. Please note that this decision does not assure tltr,I
the payment 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 determine if payment to the NC EEP will be approved.

This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404
Permit/401 Certification within this time frame, this acceptance will expire. It is the applicant's responsibility to send
copies of the 404/401/CAMA permits to NC EEP. Once NC EEP receives a copy of the 404 Permit and/or the 401
Certification an invoice will be issued and payment must be made.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the
following table.
River Basin Wetlands Stream Buffer Buffer
Cataloging (Acres) (Linear Feet) Zone 1 Zone 2
Unit (Sq. Ft} (Sq. Ft.)
-Riparian Non-Riparian Coastal Marsh Cold Cool Warm
Catawba 0 0 0
t 0 0 300 0 0
03050103 - I I I
' Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation for the permitted impat+!s
up to a 2:1 mitigation-to-impact ratio, (buffers, Zone 1 at a 3:1 ratio and Zone 2 at a 1.5; 1 ratio). The type and amount of the
compensatory mitigation willbe as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or
CAMA Permit. The mitigation will be performed in accordance with the Memorandum of Understanding between the N. C.
Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Kelly Williams at [phone].
Sincerely,
?:::, A4
WVD. Gilmore, PE
Director
cc: Cyndi Karoly, Wetlands/401 Unit
Amanda ]ones, USACE-Asheville
Alan Johnson, DWQ-Mooresville
File
Rutoriii!5...
Enka"... Pro" our JtA&
WA
NCA?R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 1 www.nceep.net
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TOPOGRAPHIC MAP ????
ELEMENTARY SCHOOL "G" PROJECT NO.: 710677032.1
DATE: OCTOBER 2006
WAXHAW, NORTH CAROLINA DRAWN BY: HRC
SCALE: 1:24,000 FIGURE N0.1
REFERENCE: USGS Weddington Quadrangle, 1968, Revised 1988
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l??rra?an
PROPOSED ELEMENTARY SCHOOL "G" PROJECT NO.: 710677032.1
DATE: JULY 2006
WAXHAW, NORTH CAROLINA DRAWN BY: HRC
SCALE: 1" =1280' FIGURE N0.2
REFERENCE: WEDDINGTON, NORTH CAROLINA QUADRANGLE, DATED 1991.
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PROPOSED ELEMENTARY SCHOOL "G" PROJECT NO.: 710677032.1
DATE: JULY 2006
WAXHAW, NORTH CAROLINA DRAWN BY: HRC
SCALE: 1" =1280' FIGURE N0.3
REFERENCE: SOIL SURVEY OF UNION COUNTY, NORTH CAROLINA, SHEET NUMBER 16, ISSUED JANUARY 1996.
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2002 AERIAL PHOTO
PROPOSED ELEMENTARY SCHOOL "G"
WAXHAW, NORTH CAROLINA
l??rra?an
PROJECT NO.: 710677032.1
DATE: J U LYI 2006
DRAWN BY: PDC
SCALE: DEPICTED I FIGURE N0.5
REFERENCE: Terraserver Online Database
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r ~ ~ f the 'urisdictian of /r i 'This certifies that this co of this plat accurately depicts the boundary a ) ~ tD
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70 f n N47 28 02 W L14 4.86 575"1815 - ~ ~ ~ n L 10.91 S20 27 41 W , n ~ Z L203 15.22 N04 4319E n L100 23.69 L142 9.31 n ~ CC= 0 Ir.. Z n
L71 9.77 N68 37 58 W 517 39 W n N5158 37 W ~ „ ; ~ L204 6.67 N67 24 51 E , n L101 24.17 N38'26 56 W L143 5.40 S78'~2'1~ E. ~ F s4 z
, n L72 14.62 N39 0134 W n ~ ~ ~ o L205 19.32 N44 05 38 E if L102 19.62 N10'00 30 W ~ ~ ~ L73 11.80 N30 6 AREA 2 847.80 SF = G.885 ~ ~ f 5 42E , ~ r ~ a iiM'iiii
L206 16.02 N29 5214 W L103 29.75 ~ ~ n N47 09 41 E q 0 n L74 16.29 N66 3510E - ~ g~
~ L207 21.39 N08'16 01 E , n L104 15.75 N23'03'00 E ~ ~ L75 16.26 53137 37 E to n t n L208 30.18 N08 08 51 E L105 15.44 N14 5616E 0 Wr Z Z
n AREA 541.83 SF = 0.0 AC, f n 12 ~ L209 33.35 N2137 52 W L106 26.45 N32 27 49 E ~
m . ) n ~ f 4 L210 ' 16.44 t ~ ~ ~ ~ Q N26 27.36 W L107 8,95 N06 23 56 E zz~
~ t n L211 25.32 N29 00 47 E L10 f n $ 30.61 NO6 50 44 E ~ w E
z L212 46.81. N18'37'28nW 1 t n WETLAND 5 L 09 32.79 N14 55 25 E
J L 13 18 9 2 .2 N38'22'S0"E L110 46.69 N03"59'04"E r LINE LENGTH BEARING L214 10,36 S88 03 05 E , n L111 27.74 N03'16'S4"E
~ , n L76 20.51 N28 3313E n L215 36.88 N 2944 40 E , L112 14.42 N 22"19 40 E
w n L77 16.41 N70'27 39 W n l216 35.46 N14 55 00 E L113 17.18 N26"10 39 E
a , n L78 21,70 5044731 W m L217, 12.06 N07 45 51 E n 79 AREA 15 618.51 SF = 0.359 AC. ~ f n L 7.71 S75 52 09 E }
ao L218; 11.49 N58 0512 E
• ' n AREA 248.79 = 0 0 6 L219 28.16 SF 0 AC. ~ ~ N20 04 30 E n ~ 1 Q~ L220 26.81 Nib 2016 E 0)
3 , » W t'~ M L221 22.46 N06 09 28 W J MI ~L.L
. f ,t V?Q ~~~a~~~~~~ ~ L222 ; 34.93 N27 49 08 W ~ t~ ; cn 0 CF)
WETLAND SEEPAGE 6 ~ , ~ ~ d o ~ rn L224'~ 3.46 n ~ ~ N52'19 46 W 4 _ f- ~ W Z
W L225 9.43 LINE LENGTH BEARING y..; ~ ~ N07 44 05 W - ~ t ; ~ ~ L~ W uj J
L26 11.94. L228 2.85 N00 59 46 W ~ ~ ~ ~ ~ ; c N2102 40 E ~ ~ ~ Z H L~27 9.21 n L229 5.72 n ~ ,1., ~ 11,E S86 58 26 E N32 55 21 W SEAL ~ ~ U) uj
L230 13.27 N60'S4'21 "W LENGTH 588.39 L.F.
~ AREA 43.68 SF = 0.0010 AC p
~ AVE WIC TN = 3.5
ca _ _ ~ AREA- ~ 059.37 S.F 0.047 A ~ Z ~ ~
~ ~g~~~~~~~~~~~~ r~
a t

III

EXISTING IMPERVIOUS AREA
DESCRIPTION SF ACRES
BUILDINGS 6,298,18 0.144
PAVEMENT -- --
CONCRETE 1,374.54 0,032
GRAVEL 7,355,51 0.169
TOTALS 15,028.23 0.345
PROPOSED IMPERVIOUS AREA
DESCRIPTION - SF ACRES
BUILDINGS 91,187,44 2,093
PAVEMENT 194,015.51 4,454
CONCRETE 31,348,73 0,720
GRAVEL 6,119,07 0.140
TOTALS 322,670.75 7,407
TOTAL IMPERVIOUS AREA
DESCRIPTION SF ACRES
BUILDINGS 97,485,62 2,237
PAVEMENT 194,015.51 4,454
CONCRETE 32,723.27 0,752
GRAVEL 13,474.58 0,309
TOTALS 337,698.98 7,752
TOTAL % IMPERVIOUS 14,04%

10-Year Pond Routing
PROJECT: School G Routin after construction JOB NUMBER: E-3698

Q 27.72 BARREL DIAMTER 24 Inch AREA 3.14 EMERGENCY SPILLWAY
TP 19.4806 BARREL INVERT(UP) 675 ELEVATION 683.5
dT 4 Cw 3.33 BARREL INVERT OR LENGTH 25
Ks 4438.634139 BARREL LENGTH 160 DOWNSTREAM W.L. 674 C FACTOR 3
b 1.22 RISER DIAMETER 36 Inch N FACTOR 0.027
N 1 STARTING LEVEL 675 Ke 1
Cd 0.59 SPILLWAY LEVEL 678.5
SPILLWAY AREA 7.07 SF SPILLWAY LENGTH 9.42
1
INFLOW STORAGE STAGE HEADWATER ORIFICE WEIR HYD. GRADE TOTAL EMERGENCY
TIME CFS CFS FT FLOW FLOW FLOW FLOW FLOW SPILLWAY

0.0 0.00 0 675.00 0.00 0.00 0.00 0.00 0.00 0
1.9 0.68 79 675.04 2.87 0.00 0.00 8.25 0.00 0
3.9 2.65 389 675.14 5.50 0.00 0.00 8.64 0.00 0
5.8 5.71 1056 675.31 8.28 0.00 0.00 9.27 0.00 0
7.8 9.58 2176 675.56 11.12 0.00 0.00 10.11 0.00 0
9.7 13.86 3796 675.88 13.95 0.00 0.00 11.11 0.00 0
11.7 18.14 5916 676.26 16.73 0.00 0.00 12.19 0.00 0
13.6 22.01 8488 676.70 19.38 0.00 0.00 13.31 0.00 0
15.6 25.07 11418 677.16 21.88 0.00 0.00 14.41 0.00 0
17.5 27.04 14579 677.64 24.18 0.00 0.00 15.46 0.00 0
19.5 27.72 17819 678.11 26.24 0.00 0.00 16.43 0.00 0
21.4 27.04 20979 678.56 28.05 7.98 0.43 17.29 0.43 0
23.4 25.07 23860 678.95 29.57 22.48 9.51 18.03 9.51 0
25.3 22.20 25343 679.15 30.30 27.00 16.47 18.39 16.47 0
27.3 19.49 25696 679.20 30.48 27.96 18.29 18.47 18.29, 0
29.2 17.11 25558 679.18 30.41 27.59 17.58 18.44 17.58 0
31.2 15.03 25260 679.14 30.26 26.77 16.05 18.37 16.05 0
33.1 13.20 24927 679.09 30.10 25.81 14.40 18.29 14.40 0
35.1 11.59 24598 679.05 29.94 24.84 12.83 18.21 12.83 0
37.0 10.18 24288 679.01 29.78 23.88 11.40 18.13 11.40 0
39.0 8.93 24001 678.97 29.64 22.95 10.12 18.06 10.12 0
40.9 7.85 23735 678.93 29.50 22.05 8.98 18.00 8.98 0
42.9 6.89 23491 678.90 29.38 21.20 7.97 17.93 7.97 0
44.8 6.05 23266 678.87 29.26 20.37 7.08 17.88 7.08 0
46.8 5.31 23059 678.84 29.16 19.59 6.29 17.83 6.29 0
48.7 4.66 22869 678.82 29.06 18.83 5.59 17.78 5.59 0
50.6 4.10 22695 678.79 28.97 18.11 4.97 17.74 4.97 0
52.6 3.60 22534 678.77 28.88 17.42 4.42 17.69 4.42 0
54.5 3.16 22386 678.75 28.81 16.75 3.94 17.66 3.94 0
56.5 2.77 22250 678.73 28.74 16.12 3.51 17.62 3.51 0
Page 1

10-Year Pond Routing
58.4 2.44 22125 678.71 28.67 15.51 3.12 17.59 3.12 0
60.4 2.14 22010 678.70 28.61 14.93 2.79 17.56 2.79 0
62.3 1.88 21904 678.68 28.55 14.37 2.49 17.53 2.49 0
64.3 1.65 21806 678.67 28.50 13.84 2.22 17.51 2.22 0
66.2 1.45 21716 678.66 28.45 13.33 1.98 17.49 1.98 0
68.2 1.27 21633 678.65 28.41 12.84 1.77 17.46 1.77 0
70.1 1.12 21556 678.64 28.37 12.37 1.58 17.44 1.58 0
72.1 0.98 21486 678.63 28.33 11.92 1.42 17.43 1.42 0
74.0 0.86 21420 678.62 28.29 11.49 1.27 17.41 1.27 0
76.0 0.76 21360 678.61 28.26 11.08 1.14 17.39 1.14 0
77.9 0.66 21305 678.60 28.23 10.68 1.02 17.38 1.02 0
79.9 0.58 21254 678.59 28.20 10.31 0.92 17.37 0.92 0
81.8 0.51 21206 678.59 28.18 9.94 0.82 17.35 0.82 0
83.8 0.45 21163 678.58 28.15 9.60 0.74 17.34 0.74 0
Page 2

10-Year Pond Routing

INTENSITY 5.91 SCS CURVE NO. 81
C' FACTOR 0.7 PRECIP DEPTH 3.64
DRAINAGE AREA 6.7 T 19.48062221
Q 27.7179

S Z
CONTOUR CONTOUR INCR ACCUM
AREA VOLUME VOLUME STAGE In S In Z Z est
675 4250.12 0 0 0
676 5170.26 4710.19 4710.19 1 8.4575 0.0000 2.1351
677 6146.94 5658.6 10368.79 2 9.2466 0.6931 2.2243
678 7180.16 6663.55 17032.34 3 9.7429 1.0986 3.00
678 7180.16 0 17032.34 3 9.7429 1.0986 3.00
678 7180.16 0 17032 3 9.7429 1.0986 3.00

Ks 4438.634139
b 1.22
PRE DEVELO PMENT FLOW
RATIONAL METHOD
Q=CIA
C = 0.5
1= 5.91
A= 6.2 AC
Q= 0.5*5.91 *6.2

Q = 18.321

Pre and post development flows are equal
for 10 year storm

Page 3

100 Year Pond Routing
PROJECT: School G (Pond after Construction JOB NUMBER: E-3938
100 Year Storm
Q 38.22 BARREL DIAMTER 24 Inch AREA 3.14 EMERGENCY SP ILLWAY
TP 25.2045 BARREL INVERT(UP) 575 ELEVATION 683.5
dT 4 Cw 3.33 BARREL INVERT OR LENGTH 25
Ks 4438.634139 BARREL LENGTH 160 DOWNSTREAM W.L. 574 C FACTOR 3
b 1.22 RISER DIAMETER 36 Inch N FACTOR 0.027
N 1 STARTING LEVEL 575 Ke 1
Cd 0.59 SPILLWAY LEVEL 578.5
SPILLWAY AREA 7.07 SF SPILLWAY LENGTH 9.42
1
INFLOW STORAGE STAGE HEADWATER ORIFICE WEIR HYD. GRADE TOTAL EMERGENCY
TIME CFS CFS FT FLOW FLOW FLOW FLOW FLOW SPILLWAY

0.0 0.00 0 575.00 0.00 0.00 0.00 0.00 0.00 0
2.5 0.94 141 575.06 3.64 0.00 0.00 8.34 0.00 0
5.0 3.65 693 575.22 6.97 0.00 0.00 8.95 0.00 0
7.6 7.88 1885 575.50 10.48 0.00 0.00 9.91 0.00 0
10.1 13.21 3882 575.90 14.08 0.00 0.00 11.16 0.00 0
12.6 19.11 6772 576.41 17.68 0.00 0.00 12.58 0.00 0
15.1 25.02 10555 577.03 21.19 0.00 0.00 14.10 0.00 0
17.6 30.35 15145 577.73 24.56 0.00 0.00 15.64 0.00 0
20.2 34.57 20373 578.47 27.72 0.00 0.00 17.13 0.00 0
22.7 37.29 26012 579.24 30.63 28.79 19.98 18.54 18.54 0
25.2 38.22 28988 579.63 32.01 35.61 37.81 19.23 19.23 0
27.7 37.29 31719 579.99 33.21 40.80 56.84 19.82 19.82 0
30.2 34.57 33950 580.27 34.15 44.53 73.94 20.29 20.29 0
32.8 30.61 35512 580.47 34.78 46.95 86.63 20.60 20.60 0
35.3 26.88 36461 580.59 35.16 48.35 94.61 20.79 20.79 0
37.8 23.60 36886: 580.64 35.33 48.96:: 98.25 20.88 20.88. 0
40.3 20.72 36863 580.64 35.32 48.93 98.05 20.87 20.87 0
42.8 18.20 36459 580.59 35.16 48.34 94.59 20.79 20.79 0
45.4 15.98 35731 580.50 34.87 47.28 88.46 20.65 20.65 0
47.9 14.03 34731 580.37 34.47 45.76 80.21 20.45 20.45 0
50.4 12.32 33502 580.21 33.96 43.81 70.40 20.19 20.19 0
52.9 10.82 32084 580.03 33.37 41.43 59.55 19.90 19.90 0
55.4 9.50 30512 579.83 32.69 38.60 48.15 19.56 19.56 0
58.0 8.34 28815 579.61 31.94 35.26 36.69 19.19 19.19 0
60.5 7.33 27021 579.37 31.11 31.29 25.64 18.78 18.78 0
63.0 6.43 25154 579.13 30.21 26.47 15.52 18.34 15.52 0
65.5 5.65 23661 578.92 29.47 21.80 8.67 17.98 8.67 0
68.1 4.96 23100 578.85 29.18 19.74 6.44 17.84 6.44 0
70.6 4.36 22784 578.80 29.01 18.48 5.29 17.76 5.29 0
73.1 3.82 22563 578.77 28.90 17.54 4.52 17.70 4.52 0
Page 1
= m = = m = = = m m m m m = = m m =

100 Year Pond Routing
75.6 3.36 22387 578.75 28.81 16.76 3.94 17.66 3.94 0
78.1 2.95 22237 578.73 28.73 16.06 3.47 17.62 3.47 0
80.7 2.59 22105 578.71 28.66 15.41 3.06 17.59 3.06 0
83.2 2.27 21985 578.70 28.59 14.80 2.72 17.55 2.72 0
85.7 2.00 21877 578.68 28.54 14.23 2.41 17.53 2.41 0
88.2 1.75 21777 578.67 28.48 13.68 2.14 17.50 2.14 0
90.7 1.54 21686 578.65 28.44 13.15 1.91 17.48 1.91 0
93.3 1.35 21602 578.64 28.39 12.65 1.70 17.46 1.70 0
95.8 1.19 21525 578.63 28.35 12.17 1.51 17.44 1.51 0
98.3 1.04 21454 578.62 28.31 11.72 1.35 17.42 1.35 0
100.8 0.92 21389 , 578.61 28.28 11.28 1.20 17.40 1.20 0
Page 2

100 Year Pond Routing

INTENSITY 8.15 SCS CURVE NO. 81
C' FACTOR 0.7 PRECIP DEPTH 5.3
DRAINAGE AREA 6.7 T 25.20454082
Q 38.2235

S Z
CONTOUR CONTOUR INCR ACCUM
AREA VOLUME VOLUME STAGE In S In Z Z est
675 4250.12 0 0 6-
676 5170.26 4710.19 4710.19 1 8.4575 0.0000 2.1351
677 6146.94 5658.6 10368.79 2 9.2466 0.6931 2.2243
678 7180.16 6663.55 17032.34 3 9.7429 1.0986 3.00
678 7180.16 0 17032.34 3 9.7429 1.0986 3.00
678 7180.16 0 17032 3 9.7429 1.0986 3.00

Ks 4438.634139
b 1.22

PRE DEVELO PMENT FLOW
RATIONAL METHOD
Q=CIA
C = 0.5
1=8.15
A= 6.2 AC
Q= 0.5*5.91 *6.2
25.265
Q = 25.265

Pre development flow is less than post development
flow for 100 year storm
Page 3
i
_ ~~----B .
GATE POST 1
' ~ ~ I ~ CONSTRUCTION SPECIFICATIONS , CDRNER PDST .~D ~'TE.N,NC E DIRE E.NT, i
LINE PDST r~
~ _ I r n n ~I fr m r_ 1} Site preparations G ear, g ub, a d st p topso o a ea 9. INSPECT MONTHL Y, OR AFTER EVERY RUNOFF-PRODUCING RAINFALL EVENT, 6I'HICHEI/ER COMES FIRST. from areas A. REMaI/E DEBRIS FRaM THE TRASH RACK.
~ under the embankment to remove trees, ve etation, roots, t ~ g on, roots, and B CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS. iF A PUMP iS USED AS THE DRAWDOWN
~ _ I m ri I. T f chit e s im nt cleanout other ob~eat~onab e ate a o a at ed e l ant cleanout MECHANISM, CHECK FOR PUMP OPERATION,
~ and restoration, clear the pool area of all brush, trees, and i f trees and e CHECK THE POND S/DE SLOPES>~ REMat<E TRASH, REPAIR ERODED AREA BEFORE THE NEXT RAINFALL TDP RAIL >il or it EVENT, so /F TH P N / PRAT Wl TH A UEGETA TED F/L TER CHECK THE F/L TER FOR SEDIMENT # 9 GAUGE
~ other ab'ectionable materials. Stock ile all to soil or Soil J P P ' ~ containing organic matter for use on the outer shell of the D. E aD soE ED , ;Hell of the P IR FABRIC
C ~ r: ~ . embankment to facilitate vegetative establishment. Place ~ _ ACCUMULATION, EROSION AND PROPER OPERATION OF THE FLOW SPREADER MECHANISM, RE A Place Y WITH H A5 NECESSAR . BSA
k~° ~ temporary sed~rnent control measures below the assn as nE basin as needed. ~ QUARTERLY e
(t/~} ~ 9 tL' \lj l ~ ~ - L f 2 Cut-off trench Excavate acut-off trench along the A. IN P T TH TI N SYSTEM I.E. CATCH BASINS PIPING GRASSED SWALES FOR PROPER ° S EC E COCLEC O ( 1 ,
} ~ ~ ~ centerline of the earth fill embankment. Cut the trench to ~g the FUNCTIONING. CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND BASIN BOTTaMS, AND CHECK ~ trench to P1PlNG FUR aBSTRUCTIONS. e
f stable soil material, but in no case make it less than 2 fe+ } C~ _ _ . than 2 feet B. CHECK FUND INLET PIPES FUR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR BROKEN P/PE5 ° sf ~ TIE 8 am®o
dee . The cut-off trench must extend into both abutment p ~ abutments to C RESEED GRASSED SWALES, INCLUDING THE VEGETATED FILTER IF APPLICABLE, TWICE A YEAR AS m RDDS
at least the elevation of the riser crest, Make the mm~mur the minimum NECESSARY. REPAIR ERODED AREA IMMEDfA TEL Y, F excavation and ~ EVERY 6 MONTHS
bottom width wide enough to permit operation of excavatEon 1 com action e ui ment but in no case less than 2 feet, M~ ~1 P q P A. REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM Qf THE OUTLET STRUCTURE. 2 feet. Make #7 GAUGE TENSION WIR <
f; I ( _ side slopes of the trench no steeper than 1.1. Compactor B. CHECK THE POND DEPTH AT ~ARIUUS PUfNTS 1N THE FUND. lF DEPTH fS REDUCED TU 759` OF Compaction A A T Rl lNA 1 N PTH, ORIGINAL DES/GN DEPTH, SEDIMENT WILL BE REMOVED Ta T LE S U G L DESG DE m 7 CL >
r i m n r h m those for the embankment, G ~ / C~ cure etsaetesa Bas a ~ 1 ~ bankment, Keep N RA ° 4. GEE L t
~ r the trench dr Burin baCkfillin and cam action o erations. : ~ Y g g P P ~ ~ aperatians, A, MOW THE SIDE SCUFFS NUT INCLUDING NORMALL Y SUBMERGED VEGETATED SHELF, ACCORDING TO ~ TIE FABRIC TD TENSION r I TENSION (29 a AIL WITH
~ I' _ ; 00 3} Embankment Take fill material from the approved areas s THE SEASON MAXIMUM GRASS HEIGHT WILL BE G" WIRE &TDP RAIL WITH n # A TIE WIRE red areas show B. CATTAILS, AND OTHER INDIGENOUS WETLAND PLANTS, ARE ENCOURAGED ALONG THE FUND 9 G UGE WIRE Lij
~ on the laps, It should be clean mineral soil free of root; p r f r Y T R M WH N THEY CODER THE ENTIRE SURFACE AREA OF ee a Dots, PERIMETER; HOWEI~ER, THE MUS BE E OILED E
, ~ good v~ e{anon racks and ~th~r o~"a~ctianable r~~terial. 1 / r~ateri~l, 11~L- ,~~~:1Vf},
Scarify areas on which fill is to be placed before placing f fill. The fill material must contain sufficient moisture so e lacin C THE ORIFICE IS DESIGNED TO DRAW DOWN THE POND IN 2-5 DAYS IF DRAW DOWN 15 NOT cn p ~ 8'-0' MAX. CORNER-LINE POST 8'-0° LINE-LINE LEAF SIZE AS REQI ?E AS REQUIRED
_ _ . it con be formed b hand into a ball without crumblin . If Y 9 store sa ACCOMPLISHED IN THAT TIME, THE SYSTEM MAYBE CL aGGED. THE SOURCE aF THE CL aGGiNG MUST BE FOUND AND ELIMINATED. umbling. If
water can be s ueezed out of the ball, it is too wet for q D, ALL COMPONENTS OF THE DETENTION POND SYSTEM MUST BE KEPT IN GOOD WORKING ORDER. p° GATE -LINE wet for Lo co
t ~ proper compaction, .Place fill materia# in 6 to 8 inch 3 inch \0 Lo cc 0 ry r, 04 Fv -1 1:
continuous la ers over the entire len th of the fi11 area and Y ~ 9 then compact it, Compacton may be obtained by routing i11 area and by ranting the 0 u
f C AID ~I 4 ' ~ ~ construction hauling equipment over the fill so that the GATE POST gat the 4TE POST SIZE z U •C~ c i
FE~I ~E ~ l ~ ~ ~ ~ ~ ~ entire surface of each layer is traversed by at least one . 1 1 FRAME WORK CHART GATE LEAF SIZE GA east one E SIZE GATE POST z co z co 1 S 3" O.D. cL co 0-
wheel or tread track of the heavy equipment, ar a compact ~ , r FABRIC NEIGH LINE PDST TDP RAIL END/CDRNER POST 6' DR LESS 3~ a campacta i I v i n 1 % 4'-6` O.D. 1 5l8" D.B. $ I12~ O,D. 6'-12' 3® 3" O.D. Z \0 7
' ma be used. Construct the embankment to an elevation ' Y higher than the design height to allow for settling. ee ata Q~ . 7'-9` 2 IlC" D.D. 1 5/8° D.D. 3° D.D. 12`-20' 4g 4" O.D. uj -j K)
> ~ , ~ r ° a ° i ~ i 10 -12 3 O.D. 2 D,D, 4 D.D. 30 -C4 6 6 518' D.D. Lo ! ? x
/ _ ~ 4) Conduit spillways -Securely attach the user to the barrel c ~ the barrel or OVER 1~P` 4' O.D. C" O.D. 4~ O.D. OVER 24' 8 8 518' O.D. <
t barrel stub to make a waterti ht structural connection. 9 Secure all connections between barrel sections by approved ectian. Y oppraved (3. LL
- ~ . waterti ht assembles. Place the barrel and riser on a f~rrr 9 r on a firm, - A A t
h f n i n f im rviaus soil. Do not use ervious smoot ou Bat o o pe p se pervious ° PROPOSED 7C DIA. IO GAUGE
r v l r r h t o as backfill material such as sand, g a e, o c us ed s o e around the i e or anti-see collars. Place the fill materic as backfill 3 x 1 CORRUGATED ALUMINUM NTS fill material
p P P around the pipe spillway in 4-inch layers and compact it u ~m act it under TRASH RACK, SEE THIS SHEET P
and around the i e to at least the same densit as the p P Y ~ 1 ty as the FOR DETAILS
f a, ~ ~ ad'acent embankment, Gare must be taken not to rase th 1 ~ i to raise the pipe TOP TRASH RACK 6$0.00 )acting under
from firm contact with its foundation when compactng unfit C~} the ipe haunches, P YEM
~ ~ Place a minimum de th of 2 feet of hand-corn acted bacf P P ~ TOP OF RISER. 678.00 patted backfiN m I
{ - ~ ver the 4 e s illwa before crossin it with construction ~ ~ ~ a pp P Y ~ 1 nstructian NOTE; IF POND (S USED AS A TEMPORARY SEDIMENT BASIN
~J equipment. Anchor the riser in place by concrete or other .--r--''' 1 h I satisfactory means to prevent flotation, n no case s ou d to or other ° THE SEDIMENT MUST BE REMOVED BEFORE MAINTENANCE ;ase should I!2 U-BOLT
~ r the pipe conduit be installed by cuttng a trench through t RESPONSIBILITY IS TRANSFERRED TO UNION COUNTY PUBLIC SCHOOLS. i through the )LS.
~ ~ dom after the embankment is complete. NOTCH TRASH RACK ° 36 C.A,A.P. ° N
AROUND BARREL 6 DRAI 4° fa° THICK ALUMINUM RISER 2 x 1 gay in ANTI-VORTEX PLATES EACH WAY
8 Emer enc s illwa -Install the emer enc s illwa in ti ) 9 Y P Y 9 Y P Y n i r soil, The achievement of tanned elevations u d stu bed p levations, PRDPDSED 36` DIA, 10 GAUGE
~ GATE grade, design width, and entrance and exit channel slopes SHEAR GATE ~ WELD INTERSECTIONS 5/8` DIA, ALUMINUM RDDS @ I .net stapes are 3 x I CORRUGATED ALUMINUM IUM RODS @ 1E' O.C. Z z d Q '.AL 0 Z
' I h ssful o eration of the emer enc critica to t o succe p g y 4° .A.A.P. BARREL LIFT ROD /8° DIA. ALUMINUM RODS ~ 1C° O.C, EACH WAY, TYPICAL lency 8 C TRASH RACK SKIRT 5 FRAME EACH WAY TYPICAL WELD ALL INTERSECTIONS SECTIONS Z
s illwa P Y~ ~ 0,561° POURED INVERT WELD ALL INTERSECTIONS
~ ~ , 6 Inlets - Dischar e water into the basin in a manner to pre } 9 nner to prevent
C~ erosion. Use diversions with outlet protection to divert ~ divert PRDPDSED 36° DIA. IQ GAUGE 3° x I° CORRUGATED ALUMINUM U W d
r n f h I are tc sediment-laden water to the uppe e d o t o poo a R r n R n ff nr I pool areo to TRASH RACK SKIRT C!7
improve basin trap eff~c~ency, { efe e ces; u o Cot o Measures and Outlet Protection ~ } Off Control , © 6° I~ < W QG -r U ---I
INV. 675,00 ~ N FILL W/ 3000 n 0 C1 o u in 0
7} Erosion control -Construct the structure so that the t the m PSI CONCRETE ~ a t,I co
i r r i minimized. Divert surface water awa fro d stu bed a ea s y bare areas. Coin lete the embankment before the area is er away from ~ ~ 150 PCF o the area is f
P . ~1 ~ i cleared. Stabilize the emergency spillway embankment and tkment and all ° 171
r ' . _ _r__._s_ , othee disturbed areas above the crest of the principal _ f r n r i n. R f r n e: urfaa incipal 3000 PSI CONCRETE ~ z
spillway ~mmediatefy a to co st uct o (e e e c s S ~ , ices. Surface 150 PCF ~~'``~a, 0 F
} Stabilization
- ~ 8) Safety -Sediment basins may attract children and can be CONCRETE RISER Ind can be C4° x 1t4° THICK ALUMIMU J
tt~ CO ~ don Brous, Avoid stee side slopes and fence and mark b nd mark basins 6'-0~ SQUARE FOOTING TD BE ON PRDPDSED 36° DIA. p o ANTI-VORTEX LATES
~ ~ wi h warnin si ns if tres aasin is like) . Follow all state ~ t 9 g P g Y w all state UNDISTURBED SOIL C,A.A.P, RISER WELD INTERSECTIONS
and local requirements. 1
R ~ . ~ w ~ MAINTENANCE F r',
,,I , ~ NOT TD SCALE 36° C.A,A.P. RISER W K - d
Check sediment basins after eriods of si nificant runoff, Rernov ~ p 9 off, Rernave i~
imn and restore the basin to its on final dimensions when sed e t g F sediment accumulates to one-half the deli n de th, 9 P ins when 12' TYP
` , . , ~ ~ ELEVATI®N PLAN -AN ry
' Check the embankment s illwa s and outlet for erosion Boma e, ~ ~ \ P Y~ g ~n damage, and
1 ~ 1 ~ ~ ~ ~ _ \ 1 ~ ins Bet the embankment for i in and settlement. Make all ~ P pP9 necessar re airs immediate) . Remove all trash and other debris lake all other debris
GRAPHIC SCALE Y P Y from the riser and ool area.
30 15 0 30 60 p NDT TD SCALE
T 1 30 FEE t
i . _ I i _ _ ~ ~ - t- ~ ~ t
_ . ~ _ _ r _ i 1 , _ - ~ , ~ ~ i i ` i ~ ~ ~ ~ ~ F- ~ _f
Y _ -x - a ~ ' j ~ ~ " { s
I , ..J -r- _ I 1 ~ ~ ~ i. _ ~ ; , . . _ r ~ i
1 i ~ ° ` } ~ r i r ~ ? ~ ~ 1 i ~ __s i I I E i ~ I P ~ ATI WAY P P ~ PILL ~ ~ _ ~ : _ ~ , _ _ I , . . _ _
i ~ ~ ~ ~ I ! , ~ I ~ i j ~ ' ~ i Li 1
~ - I._ _ i - ~ i.. - ~ ~ --I--._ ~ z 3 ~ ~ i , 1 i I E _ i I ~ , } ~ ~ ~ i a i 1 1 I A. R ATED ALUMINUM ALLY PIPE ~C.A,A,P.) I ~ ~ CDR UG
t k ..p _ - 4 _ _ _ _ __l. _ _ 4 a _ L ~ ~ ~ 7 I ~ ~ i i
i ~ ~ ~ ~ ~ 1 _.1 t ; ~ ! I. THE PIPE SHALL MEET THE APPLICABLE REQUIREMEN I 1 ! ~ I , DF CURRENT A,A.S.H.T,D. SPECIFIGATIDNS M-195, 'EQUIREMENTS M-196, 0
~ ~ I ~ ~ ~ . ~ I i ~ ~ I i . _ _ i_.__- - - - - - i i i I~ ~ I I 60.`0 ~ c , ~ i _ - ~ I _ t _ . _ _ f__ _ - _ _ _ _ _ - _ _ . _ _ ; 1 ~ - _ _ ~ _ . LATES E I N,
_ ~ 3 , EM RGEN~,Y PIL,LW~Y f t ~PIL!LW~Y i ~ f ~ i i i TAP F I~ R;
i ~ . _ ~ - . ~ _ ~ - - - ~ 683 50 _ _ _ f i i I I, I f __4 _ _ ~ . I _ _ - _ _ _ _ E, THE PIPE SHALL BE FABRICATED WITH TWD ANNULA aO ANNULAR
I i ~ ~ ~ l ' i 3 ~ ! ~ T Pi F~ 'M ~ ~ ~ ~ ~ I ! ' ~ CORRUGATED REROLLED ENDS DR BE FURNISHED WI' o a ~5, got ~ i ~ ~ ' ' ~ ! I ~ ~ # N T NN TED USING STAINLESS NISHED WITH E-' STAINLESS p 1
I ~ ~ FLANGED E DS DBE CO EG - - _ _ r- _ ' _ _ - - - ' - _ _ _ L_. T_._ , - _ 5, ~ ~ _ , a T HARDWARE AND CLOSED CELL NEOPRENE GAS » ~ I S EEL IPRENE GASKETS.
_ _ _ . _ _ - 1 4 'AN I~ p~ ~ ~ ~ l 1 ~ 1 ~i ~ ~ ~ ~ I ~ ~ WHERE REROLLED ENDS ARE USED, A HUGGER TYPE 1 I 4 . __a_ , , GGER TYPE BAND
Q _ _ _ _ _ . ~ _ ~ I_ i ~ ~ x i i ~ ~ ~ ~ ~ ~ ~ -C~~ AR - - - - _ - , 4 i 4 WITH "O" RING GASKETS WILL BE REQUIRED. i i ~ I I ~ i I ~ ~ I ! RED, Z z
_ _ ~ _.___r_ _ _ _ ~ _ _ _ _ _ _ 17 LF ` 4 C. A, A P Q 0.56; ~ ~ ~ - CONFORMING TO THE o
_ f ~ ~ _ . _ _ r- ~ ~ ~ 3. THE PIPE SHALL BE FORMED FROM SHEET GDNFORMII ~ Bt~TTOM OF ; PQ D ' 67 .0 i . , ~ - .__C. _ ~ ' I I I i ~ ( ~ REQUIREMENTS OF A.A.S.H,T,O, SPECIFICATION M-19~. ION M-197.
t o _ _ i a _ . _ f _ ~ T , . ~ _ _ _ r THE GORE ALLOY SHALL BE 3004-H34, GLA ON C ;LAD ON BOTH SIDES z
i i ~ L~ ~ f r ~ f I ~ FF ~R N E~ UT~4 E C WITH ALLOY 7070, .
_ 1~V~RI _ ASS 'Il RIP RAC' ~ _ _ CL _ { ~ ~ 1 I [~xEEP _ _ ~ _ _ , - ~ 1 . _ ~ ~ _ r _ _ _ ~ - - - - I~ I v k e ! ` I ~D
4' 7 00 a P ~i ~2 DEE a ~ ANTI FLOA;TIOIU B~O~K ~ i _ -
t ~ I _ _ _ _ _ ~ 4 _ _
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I., W r I 1 : [ i T P A~ - . a
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I r < ~ i I m ~I i _ ~ I ~ ~ ~ i ( ~ t - _ _ _ _ _ _ _ 4 ~ ` ~ € I ~ ~ I ~ I i t ' I 1 ,
i~~ ~ ~ ~ I ~ ~ ~ I , 7 I__ i... ____y ~ r . _ , _ _ _ -E t 4 i ~ ~ i _ - i i._.-_ - ----1 ~ L _ _ . ~ -I _ t . - z ----t . _ _ _I, 1 ~ I r. , ~ ~ I ~~T 683.5{
,r~, - ~ ! ~ I ~ ' I ~ E ~ ~ a , r M, ~ _ F i i L ~ I i 1 - i ~ ~ _ ~ _ i
~ ~ _ ~ ! ~ 1 ~ » i SHEET NO.
W ; j _ i .r'R' r _ - - - - _ _ _ 4 s. _ i 1>w... $ 1 i i f i V RT, 1 =1
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