19980961 Ver 1_COMPLETE FILE_19980929

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
1 ? •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 15, 1998
Iredell County
DWQ Project # 980961
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Squires Enterprises, Inc.
10100 Park Center Drive
Suite 166
Charlotte, NC 28202
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
material in 119 linear feet of waters for the purpose of developing Glynwater subdivision, Phase 3 in Iredell County,
as you described in your revised application dated November 17, 1998. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3108. This certification allows you
to use Nationwide Permit Number 26 when the Corps of Engineers issues it. In addition, you should get any other
federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and
Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will
expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters and
within 30 feet of all perennial waters to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0500, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DEHNR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the fill of 119 feet of streams, in 030832 river and subbasin and 119 feet of
stream restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of acreage amounts to one-quarter acre increments (15A 2R .0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorsey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Dorsey
Central Files
Ron Ferrell; Wetland Restoration Program
Scott Bell; Lucas-Forman, Inc.
Sinc r y
re on Howard, r. P.E.
980961.1tr
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, Glynwater Subdivision, Phase 3 has been given permission as outlined below
for the purpose(s) of proposed road crossing. All activities associated with these authorized impacts must be conducted with the
conditions listed in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID WITHOUT THE
ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION: Glynwater Subdivision
COUNTY: Iredell
BASIN/SUBBASIN: 030832
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Programs must be rounded to
one-quarter acre increments according to 15A 2R.0503(b)
acres of Class WL wetlands
acres of riparian wetlands
acres of non-riparian wetlands
acres of Class SWL wetlands
119 linear feet of stream channel
(other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R.0503. If you choose this option, please sign this form and mail it to the
Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you
upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISION OF WATER QUALITY
P.O. BOX 29535
RALEIGH, NC 27626-0535
[phone] ext. 358
John D
From: Bou-Ghazale, Samar [[e-mail]. nc.us]
Sent: Monday, December 14, 1998 10:31 AM
To: John Dorney
Subject: Re: Glynwater s/d Phase 3 - modification
From: "John Dorney" <john [e-mail]>
To: "'Bou-Ghazale, Samar"' <Samar B ou -Ghazale @ mro.enr. state. nc. us>
Subject: Glynwater s/d Phase 3 - modification
Date sent: Mon, 14 Dec 1998 13:14:57 -0800
Is the letter from Scott Bell dated 11/17/98 with revision to plan to
impact 119 feet of stream an acceptable revision? Please advise so I
can issue 401. Thankx
John,
The letter from Scott Bell to impact 119 feet of stream (Re:Glynwater s/d Phase 3) is an acceptable
revision. Please note that a check for the amount of $14,875 (119 feet of stream X $125) must be included
it h the applicatioE?, for mitigation. If you have any additional questions please advise.
Samar
LUCAS - FORMAN, INCORPORATED LETTER TRANSMITTAL
P.O. BOX 11386
CHARLOTTE, NC 28220
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ATTENTION
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WE ARE SENDING YOU Attached C7 Under separate cover via
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Ci Shop drawings CJ Prints Plans
ACopy of letter Change order
THESE ARE TRANSMITTED as checked below:
><For approval Approved as submitted Cl Resubmit --------- copies for approval
C For your use Approved as noted ; Submit for distribution
C As requested Returned for corrections Return corrected prints
Ci For review and comment L'' - --------- - --- -- ------- -- ---------------------- ---------------1-------
D FORBIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS
PLEASE K-A !.l_ wt 1TFk -- -?H? SA ST ?4N5? ----- ---- - - ----- ------ -------------------- ----------- -
COPY TO --------- - ----- -----
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SIGNED:
------ ----------- --
PRODUCT 2JUT
If enclosures are not as noted, kindly notify us at once.
LUCAS-FORMAN, INC.
LAND SURVEYIA'G, PLAYNING & ENGLYEERING
MAIL ADDRESS:
P O BOX 11386
CHARLOTTE, NC 28220-1386
PHONE: [phone]
EMAIL: [e-mail]
Date: 11/17/98
Attn.: John R. Dorney
NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27626
Re: DWQ Project 980961
LFI job# 93514
Glynwater Subdivision Phase Three
Dear John.
FAX: [phone]
I have enclosed one copy of the revised lot layout for Glynwater Subdivision, including details.
Due to the extreme cost of bioengineering for the proposed relocation of 384 If of stream, we
decided to change the lot layout to minimize the creek disturbance.
The following is a list of the type and amount of disturbance generated by the revised lot layout:
Piping 77.0'
Rip-Rap apron 31.0'
Excavation 11.01
Total 119.01
I have also enclosed an enlargement (1"=20') of the proposed creek disturbance.
Our client has proposed to pay $ 125.00 per foot of creek disturbance for mitigation.
Please advise me if you see that there is going to be a problem with this form of mitigation.
If you require additional information, please feel free to call me.
Sincerely, 1` _r 1. ??/ v.C S? ' //?
-
P. Scott Bell
STREET ADDRESS:
4000 STUART ANDREW BLVD.
CHARLOTTE, NC 28217-1535
cc. Samar Bou-Ghazale

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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Glynwater SD Phase 3
Project Number 98 0961
Recvd From APP
Received Date 9/29/98
Recvd By Region
Samar Bou-Ghazale
Rex Gleason
10,129,198
County Iredell
County2
Region Mooresville
Project Type subdivision
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 ? O Y O N F11-104-(1) WSIV F- 030832 0.18 F-
F-?- P Y O N ??f F-r- I_-
Mitigation Wetland
MitigationType Type Acres Feet
Is Mitigation required? O Y ON
Did you request more info? O Y ON
Is Wetland Rating Sheet Attached? O Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? OQ Y O N
Comments:
Recommendation: O Issue # Issue/Coed O Deny
cc: Regional Office
Central Office Page Number 1
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A / •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 2, 1998
DWQ Project # 980961
Iredell County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Squires Enterprises, Inc.
10100 Park Cedar Drive
Suite 166
Charlotte, NC 28202
Dear Sirs:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.18 acres of streams
and/or wetlands located at West Wilson Avenue in Mooresville in Iredell County for construction of Glynwater
subdivision Phase III. Based on this review, we have identified significant uses, which would be removed or degraded
by this project. These uses are aquatic life uses in the stream. Furthermore, insufficient evidence is present in our files
to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward
denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as
incomplete until we receive this additional information once we receive this information, our processing time will start.
Until we receive additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of
Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you
construct your stream relocation by restoring the existing stream's pattern, dimension and profile? If not, compensatory
mitigation will be required for this stream impact. I understand that you are working on a revised plan for this project
after your discussion with our Regional Office. Any documentation such as maps and narrative that you can supply to
address alternative designs for your project may be helpful in our review of your 401 Certification. Also this project
will require compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation proposal is insufficient
because none was proposed.
Please respond within three weeks of the date of this letter by sending a copy of this information to me and one
copy to Mr. Samar Bou-Ghazale, Mooresville Regional Office at 919 North Main Street Mooresville NC 28115. If we
do not hear from you in two weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
cr
Jo R. Dorney
ter Quality Certi a on Program
cc: Mooresville DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Domey
Asheville Field Office Corps of Engineers
Scott Bell; Lucas Forman, Inc.
980961.nty
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

LUCAS - FORMAN, INCORPORATED
P.O. BOX 1*386
CHARLOTTE, NC 28220
(LETTER OF TRANSMITTAL
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ATTENTION
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_44:_01__,.EEDY GeEEK_ Jeoj44>--- _ ---- ------ ?.
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WE ARE SENDING YOU Attached C:i Under separate cover _____.following items:
L Shop drawings I Prints C1 Plans C.1 Samples C-1 Specifications
Copy of letter IJ Change order i
I_.
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit ._____________c:opies for approval
For your use Approved as noted ; Submit __-_______. copies for distribution
As requested 7 Returned for corrections i Return _____. corrected prints
-------
1-1 For review and comment
FORBIDS DUE -------- __________________ PRINTS RETURNED AFTER LOAN TO US
--------------
REMARKS
----------------- - --------- ------- --------- -------- ----------------------
- ------------------ - ----------------- - --- ------ ---- ------------------------------------ ----------- - -
---------------------------------------------
----------------- ----------
- ----------------------- ---------
- --------------------- -
COPY TO
SIGNED: ____._([Q__?-`s?__-__-------------------
PRODUCT 240T If enclosures are not as noted, kindly notify us at once.
L UCAS-FORMAN, INC.
LAND SUR 11EYING, PLANNING & ENGINEERING
MAIL ADDRESS: STREET ADDRESS:
P O BOX 11386 4000 STUART ANDREW BLVD.
CHARLOTTE, NC 28220-1386 CHARLOTTE, NC 28217-1535
PHONE: [phone]
EMAIL: [e-mail]
Date: 09/25/98
Attn.: Mr. John Dorney
N.C. Division of Water Quality
4401 Reedy Creek Road
Raleigh, N.C. 27607
Re: Nationwide Permit #26
Glynwater Subdivision, Phase Three
Mooresville, N.C.
LFI job# 93514
Dear John,
FAX: [phone]
Enclosed are 7 copies of completed form Pre-Construction Notification Application. An
additional 2 copies (original included) have also been forwarded to Steve Chapin.
In addition to the Application, a copy of USGS Quad "Mooresville", N.C., 1969, and a copy
of expired Nationwide Permit #26 for the same project are enclosed.
If you should have any questions regarding this application, or need further information,
please feel free to call me at the above number, or you can e-mail me at:
r)[e-mail]
Sincerely,
P. Scott Bell
,r !?5
??1 ?twN ? ? ?? r
DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN 7
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: SQUIRES ENTERPRISES, INC.
2. MAILING ADDRESS: 10100 PARK CEDAR DRIVE, SUITE 166
SUBDIVISION NAME: GLYNWATER PHASE 3
CITY: CHARLOTTE
STATE: NC ZIP CODE: 28202
PROJECT LOCATION ADDRESS, INCLUDI•NG SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
GLYNWATER PHASE 3, WEST WILSON AVE., MOORESVILLE, N.C.
3. TELEPHONE NUMBER: (HOME) (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
BILL RICE, 10100 PARK CEDAR DRIVE, SUITE 166 CHARLOTTE, NC 28202, [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):(ATTACHED)
COUNTY: IREDELL - NEAREST TOWN: MOORESVILLE
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) WEST WILSON AVE
SR 1117. ADJACENT TO MOORESVILLE GOLF CLUB
6. IMPACTED OR NEAREST STREAM/RIVER: TRIBUTARY OF REEDS CREEK
RIVER BASIN: CATAWBA
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-11)? YES E] NO ® IF YES, EXPLAIN: _
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A

s
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ® NO F-1 IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
ACTION ID NO. 199400988
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES E] NO ® IF YES, DESCRIBE ANTICIPATED WORK: _
(a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 13.9 ACRES
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.86 ACRES
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: 0.18 AC. EXCAVATION: N/A
FLOODING: N/A OTHER: N/A
DRAINAGE: N/A TOTAL ACRES TO BE IMPACTED: 0.18 AC.
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 384 FT AFTER: 524 FT (not including pipe) 575 FT (including pipe)
WIDTH BEFORE (based on normal high water contours): 6 FT
AVERAGE DEPTH BEFORE: 0.5 FT AFTER 0.5 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: ® PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING: _
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
RELOCATE EXISTING STREAM CHANNEL AND PIPE APPROXIMATELY 50 LF FOR A ROAD
CROSSING TO ADD AN ADDITIONAL 24 LOTS TO THE EXISTING 131 LOT, SINGLE FAMILY
RESIDENTIAL SUBDIVISION.
13. PURPOSE OF PROPOSED WORK: CONSTRUCTION OF ROADS FOR ACCESS TO
SUBDIVISION LOTS
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
TO ACCESS HIGH GROUND ADJACENT TO WETLANDS. ONLY THE AREAS TO BE FILLED
WILL BE CLEARED AND CARE WILL BE TAKEN TO MINIMIZE IMPACTS.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA,
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED .
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ? NO ® (IF NO, GO TO 18)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO E]
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO F-1
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF I INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? RESIDENTIAL, RECREATIONAL
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? CITY
MAINTAINED PUMP STATION
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CO NT IT T NORTH CAROLINA COASTAL MANAGEMENT
PROGRAM, - Z 5 - 98
OWNER'S/AGENT'S SIGNA
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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State of North Carolina
Department of Environment, T 1VA
Health and Natural Resources 4 • A
0
Division of Environmental Management
James B. Hunt, Jr., Governor ID F= ? F1
Jonathan B. Howes, , Secretary C
%,,,„A. Preston Howard, Jr., P.E„ Director
December 22, 1993
Mr. Bill Rice
Squires Enterprises, Inc.
10100 Park Cedar Drive
Charlotte, N.C. 28210
Dear Mr. Rice:
Subject: Proposed fill in Wetlands or Waters
Road crossings
Iredell County
DEM Project # 931044
Upon review of your request for 401 Water Quality Certification
to place fill material in 0.6 acres of wetlands or waters which are
tributary to Reeds Creek for residential road crossings located at
Reeds Creek in Iredell County as described in your submittal dated 15
December 1993, we have determined that the proposed fill can be
covered by General Water Quality Certification No. 2671. A copy of
the General Certification is attached. This Certification may be used
in qualifying for coverage under Corps of Engineers' Nationwide Permit
No. 26. An additional condition is that deed restrictions shall be
placed on all lots with jurisdictional wetlands following the language
of the attached example.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
If you have any questions, please contact John Dorney at 919-733-
Sincerely,
reston=- oward, r. P.E.
931044.1tr
Attachment
cc: Wilmington District rps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DEM Regional Office
Mr. John Dorney
Central Files
Art Forman; Lucas - Forman, Inc.
R0. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled; 10% post-consumer paper
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890 ar', d
WILMINGTON, NORTH CAROLINA 28402.1890
V,. IN REPLY REFER TO January 3, 1993
Regulatory Branch
Action ID No. 199400988 and Nationwide Permit No. 26 (Headwaters and Isolated
Waters)
Squires Enterprises, Incorporated
c/o Mr. Bill Rice
10100 Park Cedar Drive, Suite 166
Charlotte, North Carolina 28210
Dear Mr. Rice:
Reference your December 15, 1993 application for Department of the Army
(DA) authorization to construct 2 road crossings through an unnamed tributary
of Reeds Creek, near the intersection of U.S. Highway 21 and West Wilson
Avenue, in Mooresville, Iredell County, North Carolina. Approximately 0.6
acres of headwater wetlands adjacent to the tributary will be filled as a
result of the construction of the two roads. The purpose for the project is
to gain access to high ground at the proposed 79.8 acre, 155 lot Glynwater
subdivision. You have stated that the road crossings will be the only impact
to the wetlands present along the length of the tributary and that efforts
will be made to preserve these wetlands in the future. In addition, the roads
will be culverted to prevent restriction of, and to withstand expected high
flows and movement of aquatic organisms.
For the purposes of the Corps of Engineers' Regulatory Program, Title 33,
Code of Federal Regulations (CFR), Part 330.6, published in the Federal
Register on November 22, 1991, lists nationwide permits. Authorization was
provided, pursuant to Section 404 of the Clean Water Act, for discharges of
dredged or fill material into headwaters and isolated waters.
Your work is authorized by this nationwide permit provided it is
accomplished in strict accordance with the enclosed conditions and provided
you receive a section 401 water quality certification from the NC Division of
Environmental Management (NCDEM). You should contact Mr. John Dorney of the
NCDEM, at [phone], regarding this certification. This nationwide
permit does not relieve you of the responsibility to obtain other required
State or local approval.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit,
activities which have commenced (i.e., are under construction) or are under
?4?4•Ri 5.,"'...., _.. -trK;`5?`.`6`. gz,:raa L? _ .r-. ,? r r: no - .. ..... . ...., . - - -. .. , .-.. - . _ .. _ . .. .. _ .. .
A
-2-
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
Questions or comments may be addressed to Mr. Steve Chapin, Asheville
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copies Furnished (without enclosure):
Mr. John Dorney
Water Quality Section
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
I?r. Art Forman
Lucas - Forman Incorporated
Post Office Box 11386
Charlotte, North Carolina 28220
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PROVIDE STABILIZED CONSTRUCTION ---
ENTRANCE. SEE DETAIL, SHEET?
EROSION CONTROL LEGEND: \ \ - _
TEMPORARY SILT FENCE, SEE
,r y.
DETAIL, SHEET #5
-
TEMPORARY DIVERSION, E � -- _ ..._ ._ _._ - - _,•,
DETAIL, SHEET #5 .. , � \ .� _ � - -....• ,...._ ......_. ,... _ _ ..........._ . _ -
ROCK CHECK DAM (TYP.) -� \\ ��__ I _ ��_- -f-- T-
SEE DETAIL, SHEET #5 _ _
\ -' Wit-
I
SEDIMENT-
-r-
� SILT FENCE STORM INLET -
TRAP, SEE DETAIL, SHEET #5
"J
"
EROSION CONTROL NOTES
STRUCTURE TOP INV. IN FROM INV. OUT TO PIPE TYPE OF STRUCTURE TOTAL PHASE AREA IS 13.892 ACRES
CB -3 787.28 TC 783.54 CB -2 84.47LF 15" RCP @ 0.90% NCDOT STD. 840.01 1-98 TOTAL DENUDED AREA IS 10.00 ACRES
CB -2 786.67 TC 782.78 CB -3 782.43 FES -1 47.60LF 18" RCP @ 0.90% NCDOT STD. 840.01 (1-991 SOIL TYPES ARE Cm C2, CmC3, CmB2, CmB3, CmD2, CmD3, CsE2, AsB2, (APPLING, CECIL)
FES -1 786.00 TOP 782.00 CB -2 782.00 APRON -1
CB -9 791.61 TC 787.13 CB -8 71.00LF 24" RCP @ 0.90% NCDOT STD. 838.01 1-98 GROUND COVER:
CB -8 790.90 TC 786.49 CB -9 785.29 CB -7 36.85LF 36" RCP 0.90 -DISTURBING
CB -7 7 0. TC 784. B-8 784 76 FE - 10 4LF " R P 7 $ N T STD. 84 1 1-9 ENACRE, IF MORETHAONE CCONTIGUOUS UNDERTAKEN
IIS UNOCOVEREDCA GROUND I COVER NG E THAN
788.00 10P 7 -7 7 N-2
SUFFICIENT TO RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 1
789.00 FES -10 100.00LF 15 RCP @ 3.00% NCDOT STD. 840.01 (1-98) WORKING DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE
CB -11 793.33 TC
FES -10 790.00 TOP 786.00 CB -11 786.00 APRON -3 CONSTRUCTION IS NOT BEING UNDERTAKEN.
GRADE SLOPES & FILLS:
CONSTRUCTION SEQUENCE: THE ANGLE OF THE GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE AN
1. OBTAIN GRADING APPROVAL FROM THE NCDENR. WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
2. SET UP PRECONSTRUCTION CONFERENCE ON-SITE WITH THE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 30
INSPECTOR OF THE NCDENR AT 663-1699 TO DISCUSS EROSION CONTROL MEASURES. WORKING DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASINS, DIVERSION DITCHES PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO EROSION.
INSTALL THESE DEVICES.
5. CALL 663-1699 FOR ON-SITE INSPECTION BY NCDENR INSPECTOR. WHEN APPROVED, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING, PERMISSION MUST BE OBTAINED
BEGIN CLEARING AND GRUBBING. FROM THE AFFECTED PROPERTY OWNERS.
6. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. +++ ,y���%�•��y.11,(��9
7. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. SEE EROSION CONTROL DETAILS ON SHEET 7.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF
AGRICULTURE, AND THE SCS.
8. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE NCDEHNR EROSION CONTROL INSPECTOR
SO THAT PERIODIC INSPECTIONS CAN BE CONDUCTED AT APPROPRIATE STAGES OF
CONSTRUCTION.
DESIGN SETTLED ���'' OVERFILL 6"
TOP FOR SETTLEMENT
ti
s FT �Foir_§
=11. ; I I I-1 I
� II I I:r 1
II
it 'i 1 SIDE 1rr
SLOPE MAX `
177
r FILTER f:1. SIDE
FABRIC SLOPE MAX
_ NATURAL GROUND
III _ •
-I 111=71-11 1l 1=fill 11 1..=III=ITI 11 1 1 11= 3 FT MIN
STONE SECTION
NOTE: NO CONSTRUCTION TRAFFIC PERMITTED TO
ACCESS SITE THROUGH EXISTING SUBDIVISION STREETS.
f i /
r
12.2 � • \ s�,.. � � - --
•`f%i�ll j ./' -'-�• l ' - '" .r � - 1 1 ` `� -.i.. `, , r.' • /J ... ,may
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N,
-96
1 'T25
126
___ -- - F `\\ � ~' � - r 'f� � riff if .�% ! �•\ `/\
SEDIMENT BASIN NOTES:
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL
AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL
BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD BE CONSTRUCTED THROUGH FILE SECTIONS.
3 SEIMENT
THERTRAP. REMOITS VED ORIGINAL
DIMENTDIMENSIONS
BE DEPOSITED INSEDIMENT
SUITABLE AREA MD
TRAP N SUCH
A MANNER THAT IT WILL NOT ERODE.
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER.
7. IF SEDIMENT BASIN IS IN USE 30 DAYS OR LONGER, EMBANKMENTS SHOULD BE SEEDED OR OTHERWISE PROPERLY STABILIZED.
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE. RECOMMENDED STORAGE IS 1800 CUBIC
FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES
SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH.
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES
"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL".
ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN THE SEDIMENT VOLUME STORED REDUCES THE TOTAL BASIN STORAGE
VOLUME TO ONE-HALF THE ORIGINAL CAPACITY. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH
A MANNER THAT IT WILL NOT ERODE.
15. THE BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER
EMBANKMENTS SHALL BE SEEDED OR OTHERWISE STABILIZED IMMEDIATELY UPON COMPLETION.
CLEAN OUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKE SHALL BE
MARKED SHOWING THE HALF FULL, CLEAN OUT POINT, IN THE BASIN.
5 FT
MIN
1 FT NCDOT #57 clnN
TRAP N0.AP UIMLNNLINZ�-
T9 W
L
1 3'
1 22'1
44
2 3
20
40
TEMPORARY SEDIMENT TRAP
CROSS SECTION
B EROSION CONTROL STONE
SEEDBED PREPARATION NOTES:
NORTH
4
NC HWY 152
N site
� Jz �5i ��SON A�NUE
VICINITY MAP
n.t.s.
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3" deep. Total seedbed
prepared depth shall be 4" to 6" deep.
3. Loose rocks, roots and other obstructions shall be removed from the surface so that they will
not interfere with establishment and maintenance of vegetation. Surface for final seedbed
preparation, at finished grades shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime is to be applied according to seeding specifications.
In addition, provide 15-lbs/100-sf of superphosphate.
5. If soil test is taken, apply lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
SEEDING SPECIFICATIONS:
1. Apply agricultural lime at the rate of 90-lbs/1000-9f.
2. Apply 10-10-10 commercial fertilizer at the rate of 20-lbs/1000-sf.
3. Seed in accordance with the following schedule and application rates.
SLOPES 3 TO 1 OR FLATTER:
DATE
TYPE
PLANTING RATE
Aug.15-nov.1
tall fescue
150-lbs/acre or 3.5-lbs/1000-sf
Nov.1-mar.1*
tall fescue and
150-lbs/acre or 3.5-lbs/1000-sf
abruzzi rye
25-lbs/acre or 1 /2-Ib/1000-sf
Mar.1-opr.15
tall fescue
150-lbs/acre or 3.5-lbs/1000-sf
Apr. 15-jul.30
hulled common
30-lbs/acre or 1-Ib/1000-sf
Bermuda grass
Jul.15-aug.15
tall fescue and
150-lbs/acre or 3.5-lbs/1000-sf
browntop millet or
35-lbs/acre or 7/8-lbs/1000-sf
sorghum sudan hybrids 30-lbs/acre or 1-Ib/1000-sf
4. Mulch with straw
at the rate of 75 to 100-lbs/1000-sf.
* heavily mulched
during January -March period
Slopes greater than 3 to 1:
date
type
planting rate
Mar1-jun.1
servicea lespedeza
50-lbs/acre or 1.5-lbs/1000-sf
(scarified) and add
Mor.1-apr.1
tall fescue or
150-lbs/acre or 3.5-lbs/1000-sf
Mar.1-jun.1
weeping lovegrass
5-lbs/acre or 1/8-Ib/1000-sf
JLR.i-.ept.1"
iw. ,r,e .jnd
acre or, 3.b-'-1bs/1LUO-sf
brown top millet or
35-lbs/acre or 7/8-lbs/1000-sf
sorghum sudan hybrids 30-lbs/acre or 1-Ib/1000-sf
Sept.1-mor.1
servicea lespedeza
70-lbs/acre or 1 3/4-lbs/1000-sf
(unhulled-unscarified)
tall fescue
150-lbs/acre or 3.5-lbs/1000-sf
millet or sudan
20-lbs/acre or 5-lbs/1000-sf
4. Mulch with 3"
straw applied at the rate of 50 to 90-lbs/1000-sf and anchor
with asphalt emulsion
tack coat applied at
the rate of 14 to 28-gal/1000-sf
or 800 to 1200-gal/acre within two days of
spreading.
* Temporary -reseed September 1 at recommended
rates
Additional erosion
control measures moy be required depending on field conditions.
TOP ELEVATION OF STORMWATER STORAGE
MAXIMUM LEVEL OF SEDIMENT CLFN1 Ol1T
COLLECTED (CLEAN BASIN OUT
WHEN THIS LEVEL REACHED)
Bai -
OF BERM
SILT FENCE
Y
CARRY RIP R
�\ x
/ .--RIP RAP APRON SIDES OF SPI
M
-M�
SILT FENCE
RIP RAP APRON TO CONTINUE
TO LIMITS OF DISTURBED AREA
MIN.
#5 WASHED
STONE
RAP
FREEBOARD
1
GRAVEL AND RIP RAP SEDIMENT BASIN
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
I OR 2
1P
IED

1Z' FRAME, GRATE k Hoop ~'m~ BACK OF CURB STD. 20.O2A 1. MORTAR JOINTS 1/2' 1/B' THICK X 2. ALL CONCRETE TD BE 3800 P.S.I COMPRESSM: STRENGTH.
2' 3. PRECAST STRUCTURES MAY BE SUBSnTUTED AFTER APPROVAL BY CIIY/COUNTY ENGINEER. 4. ALL GTCH BASIN OVER J'-8' IN DEPTH SHALL BE PROVDED WITH STEPS
r Y Y 1'-2' ON CENTERS. SEEPS SHALL BE IN ACCORDANCE WfIFi SID. 20.12 8' S. CONCRETE BRICK MAY 8E USED M UEU OF HARD COMMON CLAY BRK;K.
MIN. B A 8. JUMBO BRICK WILL BE PERMITTED. UTLET 1 7. FOA B'-0' IN HEIGHT OR LESS USE 8' WALL OVER 8'-0' IN HE1CHf USE 12' WALL TO
1. CLASS OR MEDIAN SIZE OF RIPRM AND U TO BE DESIGNED BY THE ENGINEER. 8'-0' FROM TOP OF WALL, AND B' WALL FOR THE REMAINING 8-0. SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON B.FOA FRAME AND GRATE DETAIL SEE STANDARD 20.02. fY THE ENGINEER. 9. ALL PIPE IN STORIA DRNN STRUCTURES SHALL BE SIRUCK EVEN WITH THE
2. RIPRAP SHOULD EXTEND UP BOTH SIDES f 7::"• C < INSIDE WALL, GROUTED AND BRUSHED SMOOTH. RETID UP BOTH SIDES OF THE APRON AND AROUND THE END X 10. WEEP HOLE(S) SHALL BE PLACED R1 BACK WALL A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC
OF THE PIPE OR CULVERT AT THE gSCWII 2:1 AND A HEJCHf NOT LESS THAN TWO T ;ULVERf AT 1HE gSCWIRGE OUTET AT A MAXIMUM SLOPE OF 8' FOOT OF NUMBER 78M STONE COMAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT NOT LESS THAN TWO THR0.S THE PIPE DWAETER OR ~u SECTION X-X WEEP NOLE.
/ CULVERT HEIGHT. mow` 11. BRICH SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 12. SEE STANDARD NUMBER 10.29A AND 8 TOR PIACEMEM OF GTCH BASIN.
3. THERE SNN1 BE NO WERFLON FROM THE SURFACE Of THE RECEMNG CHANNEL h 10 WERFLON FROM THE END OF THE APRON TO THE 12' tECEMNG CHANNEL THE AREA TO BE PAVED OR RIPR°PPED
SHALL BE UNDERCUT $0 THAT THE INVERT FLOW SAME GRADE (FLUSH) Wf1H THE SURFACE LT $0 THAT THE INVERT OF THE APRON SHALL 8E AT THE iH) WTH THE SURFACE OF THE RECEMNG CHANNEL THE A CLTOFF OR TOE WALL AT THE DOWNSTREAM ENO. s
#5 WASHED STONE - - ~ APRON SHALL HAVE A CUTOFF OR TOE WA 2~-~ MIN. 4. THE WIDTH OF THE END OF THE APRON SI ' END OF THE APRON SHALL EQUAL TO THE BOTTOM ~ ~ ~
B WIDTH DF THE RECEMNC CHANNEL MAXIMI P BI ~ 8' A EMNC CHANNa. MAXIMUM TAPER TO RECEMNG CHANNEL 5:1 STEP
S. ALL SUtIf.RADE FOR STRUCTURE TO BE CO A - A L !h t STRUCTURE TO BE COMPACTED TO 9S1i OR GREATER.
_ o ~ 0. THE PU~C01G OF FlLL, ETMER LOOSE OR , O ~ CHANNEL SHALL NOT BE ALLOWED. °o°Q, ~ T a a o - 5 WASHED 8 ILL, EITHER L006E OR C011PACTED IN THE RECEMNG B' A )T BE ALLOWED. _ = m
O O O O 12~ LOS oy~J ~ STONE 7. NO BENDS OR CURVES IN THE HORIZOFITN O RIP-RAP L BE PERMffTED. IVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL ~ OUTLET B' H1 ±
0 SECTION - BB (1D' MIN.) .:f,.~ n
0 0 0 ° SPILLWAY MIN. to
~ L = 3 l(H 2/3 STREAM WIDTH Io ° ~ 1' MIN. BELOW LEVEL SECTION Y-Y END ELEVATION/SECTION J-J ~ ' °
0 0 ° OF LOWEST BANK WHERE 30' TO 36' PIPE IS USED
0~ 0 0 0 0 ° _ _ W APRON N0. M SIDE ELEVATION/SECTION M-M N N0. M W H L d50 wHERE 4z' TO 54' PIPE IS USED
8 ~ o NATURAL GRADE I I \ 9 1 3 2 RIP-RAP ° O ~ 3 24'4 2,7' 31' 14.5"
- $-°o{ 2 3 2 PLAN CLASS 1 RIP R 1 I PoP RAp I a° 3 3 6 ' 3 23' 2.25 20' 12"
Lo 0 o g ~ H A
SECTION - AA 4 3 ~ 3 10.5' 1.1' 9' 6"
* MATCH CHANNEL V ~CH CHANNEL WIDTH
SEE SHEEP 20.018
l= 4.5 4' ~5 WASHED STONE H= 1.5~ LAYER OF FLTER FAEIRIC NOTE MINIMUM H~2/3 . w. FOR DETAIL OF SLAB pi Au
PIPE OIAMETE SECTION B-B
BRICK CATCH BASIN
15" THRU 54" PIPE
TEMPORARY ROCK CHECK DAM DETAIL RIPRAP APRON
AT PIPE OUTLETS
gMENSI0N5 AND OUANTRiFS FOR BRICK GTCH B~WN
DIMENSIONS OF BOX AND PIPE CpyEA RE11iDRCING CUBIC YARDS OF BRKX MASONRY PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BNLS-V BARS-W TOTAL CONCRETE IN BOX N1
D A 8 C G MIN.H1 H2 E F NO LENGTH NO LENGTH NO LENGTH LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. Hi. 15' J'-O' 2'-4" - - 2'-8' - - - - - - - - - - - 0.294 0.294 O.B1J 0.329
18' 3'-0' 2'-4' - - 2'-10' - - - - - - - - - - - 0.294 0.294 0.93J ABOVE 24' 3'-0' 2'-4' - - J'-4' - - - - - - - - - - - 0.294 0.294 1.098 MIN. H1
3O' 3'-0' 2'-4' 3'-4' 3'-0" 3'-Y A 1'-10" 4'-4' 4 1'-8" 3 4'-i' 3 4'-1' 4S 0,147 0.374 0.522 1.306
38' 3'-0' 2'-4' J'-10' J'-0" J'-8' R 2'-4' 4'-4' 4 2'-0' 4 4'-1' 3 4'-1' 49 0.187 0.415 0.602 1.87D O.J29 42' 3'-0' 2'-4' - 4'-5' 4'-4' I 2'-1' 3'-8' 4 1'-9' 3 3'-3' 3 3'-3' 38 0.135 0.390 0.525 1.847 H2
48' 3'-0' 2'-4' - 5'-0' 4'-10' B 2'-8' 3'-8' 4 2'-8' 4 3'-3' 3 3'-3' 40 0.17J 0.430 0.803 2.185 54' 3'-0' 2'-4' - 5'-7' S'-4' L 3'-3" 3'-8' 4 3'-0' 8 3'-3' J 3'-J' 48 0.211 0.470 D.680 2.553
50' MIN. 3' ~4 BARS Y 1-1/2' 3, EQUALLY SPACED 3-/ 8 BARS 'W' 0 3" O.C.
PUBLIC STREET
EXISTING GROUND R R C~ ~u '-O•
SGL STABWZATION FABRIC CURB AND GUTTER N~IT}I GTCH B4SIN ~ ~ ON STFFP GRADES
UNDER STONE
SLOPE 50' MIN. +a uSE ON FLAT GRADE % AHD UNDER
3' ~ S ~4 BARS V'
PLAN OF TOP SLA9 EQwuY SPACE 3'-0' 3'-0'
~W w COL ~4 BARS V- DEPRESSED COMPACTED BERM 3' 3' CUTIIIt[LACNEv~T~nu
z ~ FMS 4 BARS V BARS W SUNpARD CURB LKif1 GRADES EQ Y SPACED
~ to NATU~~E I ~ v G~1ND ~4 BARS V'
m '~LS~ a , e: 1-1/2" 8' NORMAL CUTTER UNE 10' MAX. SECTION S-S sE ~ cRAflE zx AND OVER
- , . 8" 1-1 /2'
x. , N - 'fir DEPR65ED
WIDTH AND 1. A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE DEPTH TO BE DESIGNED 1D ~4 amER uNE
TRAFFlC WILL ENTER OR LEAVE THE CONSTRUC110N SITE ONTO A PJBUC STREET. BY ENGINEER (1' MIN) D BE DESIGNED AID t2' '-0• LEER (1' MIN)
2. FLTER FABPoC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FCR 7HE CONSTRUCTION ENTRANCE. J. IIIE ENTRANCE SHALL BE MNNTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT STANDARD CURB AND GUTTER ON SEEPP GRADES
UNTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REOUIRC PERIODIC TOP DRESSING INTH ADgTIONAL tifONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
A, ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST EIE REMOVED IMMEDIATELY. BRICK CATCH BASIN
S. WLiEN APPROPRIATE, NHEELS MUST BE CLEANED i0 f~MOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN wASHINC IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED 1NTH CRUSHED STONE WHICH GRAINS INTO AN
APPROVED SEGMENT BASIN 15" THRU 54" PIPE
6. SOIL STABWZATION FABRIC (AS SPEGFlED BY THE DESIGNER) SHALL 8E USED.
STABILIZED CONSTRUCTION ENTRANCE TEMPORARY SILT DITCH
T VARIES
Ji
18' 3 MIN.
FlLTER FABRIC OR 4' ~5 WASHED STONE UNDER
VARIABLE AS gRECTED BY THE ENGINEER RIP-RAP Crucau Nnrcc;
(a' MAX.) 1. IF BEDROCK IS ENCOUNTERED WITHIN THE LIMITS STEa OR WOOD POST OF THE TDEWALL, BEGIN TOEWALL ON THE
/l5 WASHED STONE i BEDROCK OR AS DIRECTED BY THE ENGINEER.
/ 1. SEDIMENT SHALL BE REMOVED ANO TRAP RESTORED TO ITS ORICWAL DIMENSIONS i Z. WHERE ONLY ONE SIDE REQUIRES RIP RAP CLASS FlLTER FABRIC I OR II, UST STATION AND SIDE OF SAME.
WHEN THE SEDIMENT HAS ACCUMUUTED TO 1/2 THE DESICNJ DEPTH OF THE TRAP. ~ ~ i SILT FENCE \ ~ 2 REMOVED SEDIMENT SHALL BE DEPOSITED N A SUITABLE AREA AND IN SUCH WOVEN FLTER FNIRIC , ~ p i 7 a ~ 3. CHANNEL AND RIP RAP SIZE TO BE DESIGNED BY
A MANNER THAT IT WLL NOT ERODE r~ E ~ ~ ~ ~p THE ENGINEER. q,
~ 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPNRS N 4 MADE AS NECESSARY. n fJ' 4. DEPENDING ON SOIL CONDITIONS, WASHED STONE AND FlLTER FABRIC MAY BE NECESSARY
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED WT IN SUCH A MANNER THAT ~ ~ EROSION AND WATER POLLUTION ARE MINIMIZED. UNDER RIP RAP.
A A 5. THE SEDIMENT TRAP SHALL DE REMOVED AND THE AREA STABILIZED WHEN THE p w 5. UNDER NO GRCUMSTANCES SHALL THE CREEK
DAANACE BASIN HAS BEEN PROPERLY STABILIZED. 3 N _ BED BE DISTURBED DURING INSTALLATION DF RIP RAP. _ ANCHOR SKIRT 8' MINIMUM RIP RAP ~s, RIP R 6. RIP RAP TO BE PLACED ON PROPOSED F1LL SLOPE ONLY.
8. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH o 0 TEMPORARY SILT FENCE STANDARD DETNL I I DO NOT DISTURB EXISTING CREEK CHANNEL. ~S
STORAGE AREA ~ a IN UEU CF BURPING SKIRT, B' OF ~5 WASHED STONE MAY BE USED
~ 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF J2' IN WIDTH AND SFWL HAVE A MINWUM OF 6 LINE WRES WTiH 12' STAY SPAC?:G. OVER 1I9RNDOWN. 1.5--{ ~pW, MAIN CHANNEL NOT TO BE DISTURBED
~ ~ 2. WOVEN FLTER FABPoC 6E USED WHERE SILT FENCE IS TD RDWN 10.5'
FOR A PER10D OF MORE THAN JO DAYS. CATCH BASIN J. STEEL POSTS SHALL BE S'-O' IN HEIGHT AND BE OF THE
\ SO.f-FASTENER ANCIE STEEL TYPE I ~ 4. WOOD POSTS SHALL BE 610 7 FEET W HDCHT AND 3 TO 4 RIP R
S0.T FENCE INCHES IH OLAIIETER WIRE FABRIC SHALL BE FASTENED TO wooDEN POST WTnI NOT LESS THW ~ W1RE STAPLES 1-1/2' IDNC. ~ sTEa oR wooD PosT CHANNEL INTERSECTIONS
S. WASHED STONE SHALL BE USED TO BURP SK1Rf WHEN SILT FENCE
5 USED ADJACENT TO A CHANNEL, CREEK OR POND. i I ~ WASHED STONE B. TURN SILT FENCE UP SIDPE AT ENDS. 5 rc FlLTER FABRIC i g ~ REFERENCE: CMLDS, STANDARD 2027
P~1 NEW ~ 8' MIN ~,0'W 7. FABRM: USED WTM WIRE LrESH MAY USE 0' CENTERED POSTS. ~ ~ ~ 12• MIN. ~ ~ ~E~
~i o MAINTENANCE NOTES: 1. FLTER BIRRIERS SHALL BE INSPECTED MIIIEDNTTLY AFTER N ~ 4~
Fll7~R FABRIC SKIRT EACH RAINFALL AND AT LEASE DAILY DURNG PROLONGED RNNFALL ANY IN 6 OF ~'5 STONE REPAIRS HEEDED SHALL BE MADE IMMFDNTELr. N~ RIP RAP DITCHES m
J -4 2. SHOULD THE FABRK; DECOMPOSE OR BEOOIIE INEFFECTNE PPoOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BATtflER SRLL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. ANCHOR SKIRT 6' MINIMUM
J. SEDIMENT OEPOS(TS SHOULD ~ REMOVED Af7Eli EACH STORM EVENT. THEY MUST t# REMO'VFD WHEN DEPOSffS PFACFI APPROX. HALF THE HEXi(f OF
THE BVJtRIER ANY SEDIMEM DEPOSITS AF1N11FK; IH F'ULCE PRIOR TO THE SECTION A-A ANY SEDWFM DEPOSRS REMAINING IN PUCE AFTER THE SILT FENCE 5 DATE REVISION BY SHEET nTLE
REMOVED SHALL 8E DRESSED TO CONFORM TO THE ExLSBNC GRADE, PREPARED MID SEEDED Lucas-Forman DRAINAGE & EROSION
Incor orated CONTROL DETAILS
SILT FENCE P PHASE 3
TEMPORARY SILT FENCE STORM INLET SEDIMENT TRAP Land Surveying PRO~Cr nTLE
_ o. GLYNWATER SUBDIVISION
~ I fmmmmmow aw running a engineering Mooresville, North Carolina
Iredell County
Developer: Squires Enterprises 4000 Stuart Andrew Boule, and SURVEYED BY DESCNED BY DRAMN BY DATE
Charlotte, North Carolina 28217 MJL PSB PSB Aug. 23, 1998
P. 0. Box 11,386 28220-1.,;86 a+E«ED BY JOB NUMBER iovo FlU: NUMBER sNEET
[phone] Fax [phone] AFF 93514 IRE 7 OF