20010549 Ver 1_COMPLETE FILE_20010411

OF W ATFq Michael F. Easley
?0 Q Governor
Uj r William G. Ross, Jr., Secretary
-H Department of Environment and Natural Resources
p '< Kerr T. Stevens
Division of Water Quality
April 27, 2001
Mr. Brad Lail
Piedmont Center Associates
2258 Highway 70 SE
Hickory, NC 27699-1621
Subject: Stormwater Wetland
Piedmont Center Associates
Catawba County, NC
DWQ# 010549
Dear Mr. Lail:
This Office is in receipt of the plans dated March 26, 2001 for the stormwater management wetland at
the subject facility prepared on your behalf by Kimley-Horn and Associates and submitted to the Division on
April 25, 2001. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that
this approval shall not be construed as an approval of the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Dorney
s Unit Su
cc: Mr. Todd St. John, Wetlands Un
Mooresville Regional Office
File
M-+h r,-Ii- M,4.;- of %Al.f- n...Iih, AM %A/.+I-i? r-iifir.finn I L.if
OW A T ?9pG
Co
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 27, 2001
Mr. Brad Lail
Piedmont Center Associates
2258 Highway 70 SE
Hickory, NC 27699-1621
Subject: Stormwater Wetland
Piedmont Center Associates
Catawba County, NC
DWQ# 010549
Dear Mr. Lail:
This Office is in receipt of the plans dated March 26, 2001 for the stormwater management wetland at
the subject facility prepared on your behalf by Kimley-Horn and Associates and submitted to the Division on
April 25, 2001. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note that
this approval shall not be construed as an approval of the dam design for Dam Safety purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
LYA:)i
R. Dorney
nds Unit Supe isor
cc: Mr. Todd St. John, Wetlands U
Mooresville Regional Office
File
M-0, ('.-li- M,,;?inn „r W.f., n. ..lih, A01 U/nH-Ar r fifi-fi- i InH
O?OF W A T ?RQG
63
Michael F. Easley
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 26, 2001
Catawba County
DWQ Project # 010549
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Piedmont Center Associates, Inc.
2220 Highway 70 East
Hickory, NC 28601
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill material in and additional linear feet of streams for the purpose of constructing a commercial
development at US 70 and 1-40 near exit 126 in Catawba County, as you described in your revised
application dated April 11, 2001. After reviewing your application, we have decided that this fill is covered
by General Water Quality Certification Number 3287. This certification allows you to use Nationwide
Permit Number 39 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 Certification supplements one issued to you on December
18, 2001.
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.
Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and
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).
An additional condition is that a final, written stormwater management plan including a constructed wetland
shall be approved by this Office before the impacts specified in this Certification occur. The stormwater
management plan must include plans and specifications for stormwater management facilities designed to
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management
Practices Manual. Also, before any permanent building is occupied at the subject site, the stormwater
management facilities, as approved by this Office, must be constructed and operational, and the
stormwater plan, as approved by this Office, shall be implemented.
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 .0402, 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: DENR - Wetland Restoration Program),

Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
f ax [phone]
Michael F. Easley
Governor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
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 an 240 feet of streams, in
030835 river and subbasin and an additional 240 linear 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.
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 Dorney at 919-733-9646.
Attachment
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Ron Ferrell; Wetland Restoration Program
File copy
Central Files
Todd St. John
Harlan Britt; Kimley-Horn
A 7.Ir
___ r
R L'jF-N i
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
OF vvFR
Michael F. Easley
Governor
65 7
Sherri Evans-Stanton, Acting Secretary
>_ t Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
NORTH CAROL INA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Piedmont Center Associates, Inc. has permission as
outline below for the purpose(s) of proposed commercial development. 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
COUNTY:
BASIN/SUBBASIN
Catawba
030835
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 15 2r .0503(b)
acres of Class WL wetlands
acres of riparian wetland
acres of non-riparian wetlands
acres of Class SWL wetlands
240 linear feet of stream buffers (additional impact)
(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 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 RECEIVED NOTIFICATION THAT
YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
1619 Mail Service Center
RALEIGH, N.C. 27669-1619
[phone]
Tyyr
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit [phone]
Fax [phone]
Michael F. E411iv
Gove nor
Sherri Evans-Stanton, Acting Secretary
Department of Environment and Natural Resources
Kerr T, Stevens
Division of Water Quality
DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate
to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1621 Mail Service Center,
Raleigh, NC, 27699.1621.This form may be returned to DWQ by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality Certification
and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
Agent's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of the 401 Water Quality Certification
and Buffer Rules, the approved plans and specifications, and other supporting materials.
Signature: Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional _ (i.e,,
Engineer, Landscape Architect, Surveyor, ect.) in the State of North Carolina, having been
authorized to observe (periodically, weekly, full time) the construction of the project, for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the
approved plans and specifications, and other supporting materials.
Signature Registration No. Date
D_ Er
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax.[phone]
\J WATF40G
r
O ?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
DIVISION OF WATER QUALITY
Memorandum To:
From:
Subject:
April 17, 2001
John Dorney
Todd St. John
PCA
Catawba County
DWQ# 010549
This is a modification request for this project that you, Harlan, Brad Lail, and I met on a few
times. Basically, the applicant wants to pipe an additional 240 feet of stream for a total of 470 feet as
approved by the USACE. They want to pay into the WRP for the additional impacts. They already
paid for the previous 225 feet. They, also, are proposing a stormwater wetland. The plans are
complete except for the lack of a signed and notarized Operation and Maintenance Agreement. As
such, I recommend that we issue with a requirement the usual stormwater lingo, but with a wetland
specified. Also, we should require an additional 240 feet of stream mitigation.

North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
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Piedmont
Center Associates
2258 Highway 70 SE
Hickory, N.C. 28602
[phone]
FAX [phone]
April 23, 2001
Mr. Todd St. John
NC Wetland Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
Dear Mr. St. John,
I am enclosing an executed copy of an Operations and Maintenance Agreement for the
extended detention wetland in Hickory now under review by your office.
If additional information is needed, please do not hesitate to contact Harlan Britt or
myself.
Sincerely,
Brad Lail
enc.
cc: Harlan Britt, Kimley-Horn
OPERATIONS AND MAINTENANCE AGREEMENT
EXTENDED DETENTION WETLAND
Maintenance activities shall be performed as follows:
1. After each significant runoff producing rainfall event and at least monthly:
a. Inspect the forebay for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition.
b. Check and clear the orifice of any obstruction such that draw down of the temporary
pool occurs within 2 to 5 days as designed.
1. Repair eroded or damaged structural features as soon as practical and remove trash as needed.
2. Inspect and repair the stormwater collection system quarterly to maintain proper functioning.
3. Inspect wetland vegetation and re-establish plant material as needed to maintain proper
vegetative cover within the wetland area. Cattails and other noxious plant material shall be
removed annually and other wetland plant material shall be encouraged to provide water
quality benefits.
4. Remove accumulated sediment from the forebay semi-annually or when the depth is reduced to
75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled such that it will adversely impact water quality. If the basin
must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
5. All components of the extended detention wetland shall be maintained in good working order.
It is acknowledge and agree by the signature below that PCA Development, LLC 0 is responsible
for the performance of the six maintenance procedures listed above. We agree to notify DWQ of
any problems with the system or prior to any change to the system or responsible party.
Corporation or Company:
By:
PrintName: G. Lei
Title:
Piedmont Center Associate
n
Address: 2258 Highway 70 SE, Hickory, NC 28602
Phone: [phone]
(Signature)
Date:- 4-23-01
I, J 6k L. • C-1? I F-t l)n , a Notary Public for the State of wig l c&dh w
County of 0&k Otwbe- , do hereby certify that G L-- O\) J,&I I
Personally appeared before me this 2-,L, day of A i 2 00 and
acknowledge the due execution of the forgoing Extended etention Wetland maintenance
requirements. Witness my hand and offical seal,
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•401 /SSyr,;% 010 5 4 9
March 30, 2001
Mr. Ron Ferrell
Manager
NC Wetland Restoration Program
1619 Mail Service Center
Raleigh, North Carolina 27699-1619
Re: Mitigation for Strea pa
Hickory, North C olina
DWQ Project N .991096
Dear Ron:
This is the request for acceptance by the NC Wetland Restoration Program for
mitigation payment by our Client, Piedmont Center Associates for impacts to a
stream in Hickory, North Carolina that we discussed briefly last week in your
office. The stream is a tributary to Clarks Creek in Catawba County.
The project has been issued a nationwide permit for the piping of the stream of
concern. We have applied for and received a 401 certification for the piping of
225 feet of the total 470 feet permitted by the COE. The DWQ required
mitigation for the initial 225 feet and payment to the NCWRP has been made.
Due to the nature of the project and the requirement to install stormwater
management facilities, the owner and Wetland Certification Unit have worked
out a plan to develop the balance of the property under the 404 permit. The
agreement requires an extended detention wetland stormwater management
facility be provided to treat all runoff from the approximately 10 acres of land to
be developed. We have completed the design of the wetland system and have
submitted plans to the Wetland Unit for approval.
¦
P.O. Box 33068
Raleigh, North Carolina
27636.3068
The remaining issue appears to be payment for mitigation. As previously .z:J x?
mentioned, our client has already id a mitigation to the WRP C?
" or e 175 feet of stream that he has a 401 certm rtinn tnimnact`W_e
ly G

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'
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requesting acceptance of payment for the balance of the stream (295 feet) that
a :2!
Z
f
VI must be impacted to complete the development.
¦
TEL [phone]
FAX [phone]
? M Kimley-Horn
MFI and Associates, Inc,
I am enclosing a copy of the 401 PCN for your review. Please give me a call if
you or your staff have questions (677-2209). We need a response as soon as
possible and I appreciate your help in this matter.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Gam----
Harlan K. Britt, P.E.
Associate
Enclosure
Cc: Brad Lail
Todd St. John, P. E. ?_
0145 ??
DWQ ID: #991096 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26 issued 1999
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: Piedmont Center Associates, LLC
MAILING ADDRESS: 2220 Highway 70 East
SUBDIVISION NAME na
CITY: Hickory STATE: North Carolina 28601
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
na
3. TELEPHONE NUMBER: (HOME) _ (WORK) 828-322-3510
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Kimley-Horn and Associates, Inc
Harlan K. Britt. P.E.
P O Box 33068
Raleigh. North Carolina 27636-3068
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Catawba - NEAREST TOWN: Hickorv
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) PIN # 371-219-510082
Site is located north of US70 and south of I-40 near 1-40 milepost 126. See attached vicinity map.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary to Clark Creek. (No blue line or
intermittent stream indicated on USGS Hickory quad sheet): RIVER BASIN: Catawba Basin
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-1 OR WS-II)? YES ? NO X IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
r-1 .r-
_rrI
C7 -?-1
(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?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 10
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: _ EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: 470 feet
LENGTH BEFORE: FT AFTER: _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
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? WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Mechanized equipment backhoe front end loader as necessary to place pipe and drainage features.
13. PURPOSE OF PROPOSED WORK:
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
The project will pipe the existing stream to provide for access to all parts of the property and provisions for
construction of an extended detention wetland system. The wetland system will be provided as a condition
of the 401 certification which is being requested. The existing 401 certification requires the wetland
construction as a condition for any future development on this project The topography of the property is
such that it any reasonable development of the property will require impacts to the stream and in the interest
of water quality, it is iustifiable to build the wetland system which will yield benefical water quality results.
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 X? (IF NO, GO TO 16)
(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 ?
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
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 1 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?
(t) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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 CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
P GRAt ?
AGENT'S SIGNATURE DATE
OW
RW7R
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).

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Title: USGS Topographic Map - Hickory, North Carolina
Piedmont Center
? _„ Catawba County, North Carolina
Kimley-Horn
and Associates, Inc.
Date: Scale: Project No. figure:

04/06/01
Not to scale
011536032 1
01 0549
"401ISSUEO. APR I
DWQ ID: #991096 CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) 26 issued 1999
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: Piedmont Center Associates. LLC
2. MAILING ADDRESS: 2220 Highway 70 East
SUBDIVISION NAME na
CITY: Hickory STATE: North Carolina 28601
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
na
3. TELEPHONE NUMBER: (HOME) _ (WORK) 828-322-3510
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:

Kimley-Hom and Associates. Inc m '
Harlan K. Britt. P.E. fTt
P O Box 33068 C (Y I
Raleigh. North Carolina 27636-3068
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Catawba - NEAREST TOWN: Hickory
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) PIN # 371-219-510082
Site is located north of US70 and south of 1-40 near I-40 milepost 126. See attached vicinity map.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary to Clark Creek. (No blue line or
intermittent stream indicated on USGS Hickory quad sheet): RIVER BASIN: Catawba Basin
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-II)? YES ? NO X IF YES, EXPLAIN:
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)'? YES ? NO X
(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'?
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY
ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES ? NO X IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 10
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: 0
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: _ EXCAVATION:
FLOODING: OTHER :
DRAINAGE : TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: 470 feet
LENGTH BEFORE: FT AFTER: _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: FT AFTER: FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAMIFLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
Mechanized equipment backhoe front end loader as necessary to place pipe and drainage features.
13. PURPOSE OF PROPOSED WORK:
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
The project will pipe the existing stream to provide for access to all parts of the property and provisions for
construction of an extended detention wetland system. The wetland system will be provided as a condition
of the 401 certification which is being requested. The existing 401 certification requires the wetland
construction as a condition for any future development on this proiect The topography of the property is
such that it any reasonable development of the property will require impacts to the stream and in the interest
of water quality it is justifiable to build the wetland system which will yield benefical water quality results.
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 E] NO X? (IF NO, GO TO 16)
(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 ?
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
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 1 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?
(o IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
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 CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
P OGRAM,
_ . i0
OWNER'S/AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
Title: USGS Topographic Map - Hickory Quad, 1993
C - ? Project: Piedmont Center
- Catawba County, North Carolina
KimleyHorn
And Associates, Inc.
Engineering, Planning and Environmental Consultants
Date: Scale: Project Figure:
04/12/00 N/A 000010 1
Project No. DWQ 10549
Project Name: Piedmont Center Associates
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations status
Bottom of Basin (ft) 1004
Permanent Pool (ft) 1007 3 ft. depth ok
Temporary Pool (ft) 1008.5 1.5 ft. depth ok
areas
Permanent Pool SA (sq ft) 14490 12357 sq. ft. ok
Drainage Area (ac) 9.9
Impervious Area (ac) 6.9 69.7 % -
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft) 24664 24339 cu. ft. ok
Forebay (cu ft) #VALUE! % #VALUE!
other parameters
SA/DA 0 2.87 -
Orifice Diameter (in) 2 0.09 cfs drawdown -
Design Rainfall (in) 1 3.1 day drawdown ok
Linear Interpolation of Correct SA/DA***
0/0 Impervious
Next Lowest 60
Project Impervious 69.7
Next Highest 70
3 ft. Permanent Pool Depth
SA/DA from Table
2.4
2.87
2.88

Kimley-Horn
Czrl and Associates, Inc.
STORMWATER WETLAND
Project Information
Project Name: Brad Lail-Hickory Permits
KHA Project #: 011973000
Designed by: LWB Date: 3/26/2001
Checked by: Date:
Site Information
Sub Area Location: On Site
Drainage Area (DA) = 9.9 acres
Impervious Area (IA) = 6.9 acres
Percent Impervious (1) = 70 %
Riser and Barrel
Runoff Coefficient (C) = 0.77
Rainfall Intensity (Ito) = 7 in/hr
Drainage Area = 9.9 acres
Flow Rate (Q10) = 53.4 cfs
qW = 53.4 cis (Crest Elevation = 1008.5)
h = 1.25 ft
CW = 3.2
Required length, L = 12 ft
Riser Diameter = 46 in (use 48" pipe)
Barrell Diameter = 30 in (use 30" pipe)
Emergency Spillway
Runoff Coefficient (C) = 0.77
Rainfall Intensity (1100) = 10 in/hr
Drainage Area = 9.9 acres
Flow Rate (8100) = 76.2 cfs
Flow not going thru riser, qe = 22.9 cfs (Crest Elevation = 1009.75)
h = 0.75 ft
CW = 2.7
L = 13 ft (use 25')
Orifice Sizing
Q2 Days= 0.1409 cfs (Flowrate required for a 2 day drawdown)
Q5 Days= 0.0563 cfs (Flowrate required for a 5 day drawdown)
Orifice Size = 2.0 in. (Diameter)
Q orifice = 0.088 cfs
Drawdown Time = 3.186 days
less than 5 days (yes/no) ? yes
greater than 2 days (yes/no) ? yes
Kimley-Horn
C Z„ and Associates, Inc
STORMWATER WETLAND
Project Information
Project Name: Brad Lail-Hickory Permits
KHA Project #: 011973000
Designed by: LWB Date: 3/26/2001
Checked by: Date:
Site Information
Sub Area Location: On Site
Drainage Area (DA) = 9.9 Acres
Impervious Area (IA) = 6.9 Acres
Percent Impervious (1) = 70 %
Required Surface Area
Permament Pool Depth: 3 ft
SA/DA = 3.36 % (85% TSS Removal)
Min Req'd Surface Area = 14490 sf (at Permanent Pool)
Required Storage Volume: (Simple Method - prefered)
Design Storm = 1 inch (Project Does Not Drain to SA waters)
Determine Rv Value = 0.05 +.009 (1) = 0.68 in/in
Storage Volume Required = 24339 cf (above Permanent Pool)
Elevations
Bank Elevation = 1010 ft
Temporary Pool Elevation = 1008.5 ft (1.5' rreeboard)
Permanent Pool Elevation =
Shelf Ending Elevation = 1007
1006 ft n,.
ft
Bottom Elevation = 1004 ft ? r-7)

Wet Basin Size
Bank =
Permanent Pool =
Shelf Ending Elevation =
Bottom =
Side Slopes of Shelf =
Side Slopes of Pond =

Width ft Length ft Are -
VARIES VARIES 194
VARIES VARIES 1548 '
VARIES VARIES 14258
VARIES VARIES 2231
2.5 : 1
2.5 : 1
Is Permenant Pool Surface Area Sufficient (yes/no)? yes ( 15483 > 14490 ) sf
Forebay Volume
Permanent Pool Volume =
Forebay Volume Required =
Forebay Volume Provided =
• Surface =
• Bottom =
Side Slopes of Forebay =
31360 cf
6272 cf
6371 cf ( Forebay depth = 3 ft)
Width (ft) Length ft Area sf
VARIES VARIES 2875
VARIES VARIES 1372
2.5 : 1
Storage Volume Provided
@ Temporary Storage Level = 17402 sf
@ Permanent Pool = 15483 sf
Storage Depth = 1.5 ft
Volume Provided = 24,664 cf
Is Storage Volume Provided Sufficient (yes/no)? yes ( 24664 > 24339 ) cy

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_ _ _ _ _
1~d• NOTICE EXISTING t!I'ILITY L.OCl11'ION8 gtnmrlrrr
0 e ~ ~ st~~~ j PRIOR TO EXCAVATION AND INSTALLATION OF ANY UNDERGROUND UTILITY, ~ g~
r~ ~ ' 91~ STORM DRAINAGE FACIUTIE GRADING PAVING AND OTHER RELATED 4
R r'~ l l ~;t ~ 1 CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL , vt • ~ UTILITY LOCATING COMPANY, THE CONTRACTOR SHAD. ALSO BE : O'
~,e~ ~o If l f~ r i ~ - - - ~ ~ tD f ~ ~ - REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH ~ ?
ti i ~ APPLICABLE UTILITY AGENCY FOR APPROPRIATE HELD LOCAl10N op c~,•~u; ~ MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAI
G ~ l y ~ ~ ~ ~ ~ I All EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM i •Q~
ti~ O <b ~ ~ 1 % THE WORK IN A SAFE MANNER 1MTHOUT DAMAGE TO EXISTING UTILITIES. , ~4
, f ~ THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL rrrr1111111N~
9r n `c~•- 0 0~ ~ ° U; u~ m N ANO ELEVATION OF EXISTING UTILITIES ANO STRUCTURES, AS APPLICABLE. u7 U
~ r~ ~ ~ m Sl TE L~ 8 ~ ~ I - o ~ PRIOR TO CONSTRUCTION. - c~
~d / \ 9 I yf ~ I I I ~ '1;,y CA C 1 I
! 0 ~ , ~ ~ I ~ ~ ~ SEDIMENT AND EROSION OONTROI. PROC~EDUREB t~ 0~ O 1 ~ Atlon ~ t c Frnan?col Grou
. I i ~ ~ p 000 ~ ~ ~ PRIOR To CLEARMG AND EARTHwoRK ACTIVITIES THE CONTRACTOR SHAH i ~ Cat~awbo Co. Pin 3712-19- ~ ~ 5 INSTALL ALL EROSION CONTROL DEVICES SPEgFlED AND AS MDICAIED ON
~ ` I I ~ . • ~ \ \ ,l ~ ~ I \ ~ ~ I \ Deed: 2094-1 THE DRAWINGS. DURING EAgi PHASE OF SITE CONSTRUCTION TFIE I I
o \ \ 1 ,f.~_ _ c~' a ~ s ~ i ~ _ 351 ~ CONTRACTOR SHALL ADJUST, RELOCATE AND/OR REINSTALL AS APPUCA~.E ~ O~ ~
0 \ Tu / ~ , < O~ - NING\WAII t I ~ \ f ALL EROSION CONTROL DEVK;ES AND SEDIMENT dscHARGE FROM THE SITE. 1 I I 0d'cD
-~"`ti ~...r/ ~ , \ i LET T~, ~ , ~ ' ~ 2. ALL DRAINAGE STRUCTURES SHALL HAVE GEOTEXTA.E FABRIC PLACED OVER ~ ~ T/, 1 63.00 1 \
/ ~ } ~ ;,PROTEC oN 1 iNV ~ ti , ~ 1 , ALL FRAMES AND GRAZES TO PREVENT SEDIMENT ENTRY INTO NEW ~ ( IN OUT W) 1 0.00 ~ \ ~ ~ ~ • ~ ~ 1 STRUCTURES AND CONDUITS. ALL SEDIMENT SHALL BE CLEANED OUT ~i ~ d+
_ ~ ~ \~`~J \ TOP oF'Mrw. VICINITY MAP / ' I ~,~3.~ ' Mrw. _.xist~ny I , t~ ov w~u OF STRUCTURES AND CONDUITS REGULARLY
~'f'tUininy 4Noll \ \ 106. t«y 0 - a _ _ _ _ . _ _ 1 ~ - - _ ~ 3. SA.1 FENCE SHALL BE MAINTAINED AROUND THE PERIMETER OF ALL ~
NOT TO SCALE / / / I / EIP / / EARTHWORK AREAS TO PREVENT SEDIMENT TRANSPORT ONTO ADJACENT
/ ~ I PROPERTIES, AS APPLICABLE. ^ ~ ~ 0 W ~
/ ~ / , , ~ ~ ' ` t,e 4. SM.T FENCE FILTER BARRIERS SHALL BE INSTALLED AND • tH O 0
! 1 , ~ `a ~ ~ ' 1 ~ ~ MAINTAINE N TI AN 0 1 D U rn CONSTRUC oN IS COMPLETE D LANDSCAPING IS ~ o a~ ~ ~ ~
i' j ~ I ` ~ l INSTALLED, ~ \ l rrM~ 1 ~ ~ 1 ( V
r / r! , ~ l ~ { W 1 ~ I ~ 1 ~ ~ S. 1HE CONTRACTOR SHALL ArIMEDIAIELY CLEANUP AND REPAIR All EROSION ~ 0
~ ~ ~ / / ~ 1 tbk I I Jt DAMAGE AFTER DISCOVERY AND REINSTALL ADEQUATE CONTROL MEASURES i' I i 66 l ~ ~ Q)
I ~ ~8 ~ I t • , `1 s I AS NECESSARY TO PREVENT REOCCURENCE OF DAMAGE.
~ 1 1 i ~ / / ~ I ' . > / ii r _ 8. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE I~ f J 9~, 5 3 S
\ \ ~ p ~ / EVERY SEVEN CALENDER DAYS AND AFTER ANY STORM EVENt OF GREATER ~ (.6808 AC. THAN O.S INCHES OF PRECIPITATION DURING ANY 24 HOUR PERIOD. ALL ~
~ ~ I _ - ~ / SEDMAENT CONTROL FEATURES SHALL BE MAINTAINED UNrn FINAL
~ ~ - - / toe STABILIZATION HAS BEEN OBTAINED, di ` , toss 67
~ \ ~ I \ \ ~ ~ \ \ \ ~I ip i_ a. / i ~ T G/C ~ ~ - _ ~jes~. ~ t ~ ~ os~; toei.ae t i.~o • ~ 7~ STABAJZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE
_ _ _ IN PORTIONS OF THE SIZE WHERE CONTRUCTION ACTIVITIES HAVE to ,1 '
I 1 ~ ~ e J , - _ - 1EMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN ' ~ ~ ~ ~ 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
t f ~ , / SITE HAS BEEN 1EMPOR Y OR AN Y TIVIIY ! 1 I ~ ; ~ 1 % : ~ , ~ _ ARIL PERM ENTL CEASED, UNLESS AC
~ ~ \ \ ! I / tosi.~+ t .z+ tos~.+a toszae IN THAT PORTION OF THE SITE WILL RESUME WITHIN 21 DAYS. ~1 ~ / ~
I I ~ ~ e p ~ tare.oo ,~~11 j ~ ~ ~ / o f e, CONTRACTOR SHALL INSTALL TEMPORARY GRAVEL DRIVEWAY AT EACH
\ \ \ \ ~ ~ \ ` ~ , 1 l sae ~ CONSTRUCTKN~ POINT OF ACCESS TO LIMIT DEPOSIT'S OF EAR1H AND OTHER l r f I ~ HA MA T TH
IMMEDIATELY U t~OMP,L~TI1oN,17~ \ \ , ' ~ ~ ~ \ , \ } i 1 ~ ~ H r • 1 ~ ~ ULED TERIALS ON 0 E ADJACENT LOT. THE CONTRACTOR SHALL toes.+s ROUTINELY CLEAN ALL SEDIMENT AN R WAY ~ ~ ~ DEPOSITS D DEBRIS FROM OAD
SLOPE TO BE ST ~W \ \ ~ ~ ~ \ / / ~ f ~ j IMTH NET OR MULCH ~ulD L51F1E0 YA~Ih. ~ \ \ , ~ \ \ \ \ \ / ; ~ r ~ I " t j i ~ ~ AS THEY OCCUR. 0 4. , 1 ~ ~ ° tt) ~ t
\ ~ r i! !j i t ~ ~ 0. - 1 ? , ~ , ~ ' / s A sEE coNSTRUCTION SEQUENCE, SHEET C 7.
~ \ ~ A ~ ~ V V / I , / ~ I \ ~ ~ ~ 1- tae BEDS 97110 ~ 1 ! t ~RI_IINAwDE PLAN NOTES AND DETAIL KEYS f / ~ ~
1 os 7 PARKING SPACES l . I ~ F.F,G ¦ 1tleE.00 ~ ~ ~ r , ~ J ; tost.te , 1 FABRIC INLET PROTECTK~I
~ \ ~ ~ I r " ' 1 ~ ~ ~
\ \ ~ \ / 1 ~ r r; 1 ~ o, 1 ,l ! 1 ! ~ 1• ~ ~ SILT FENCE DETAIL
\ \ \ . \ \ \ ~ ` I ! 1 1 t ~ A ~v O' \ ~ \ \ ,A ~ ~ ''1 ~ ~ t i ~
\ ~ V I ~o \ OUTLET PROTECTION REQUIREMENTS \ 1a~\ \ \ \ ~ , \ \ \ \ \ \ , ` ~ } ' ~ ~ f ~ I toes. ~ tos~.eo t zso ~ ~ ; ~ ~ 1 3 SEDIMENT BASIN
010 PIPE DIA. to W d50 dmox Th(cknese \ \ ~ \ ` ` ' \ ~ ~ 1 ~ . I I; ~ r 1 I ~ 1' o i ; 1 f ~ > pa:
\ 1 « ~ , « ~ I I~ 1 I O \ ~ , l I~ ~ FES~1 12.3ch to 11 13 6 9 18 ~ ~ ~ ~ \ \ \ , ~ I ~ I ~ I , 1 ~ ,l ~ ' 1 i I t '
FES/2 12.3ch 18 11 13 6 9 16 ~ ~ ` ~ ~ ~ ~ , I I I ~ ' ~ tt 67 4~ TEMPORARY ROd( CHECK OAM i ~
FES 3 90th 18" 33' 10' 15 24 J6 I ~ ~ ~ 1 ~
. I ~ \ t i r \ ! I I ~ r; , ASSUME 30 PIPE FLOMJG 80X FULL AT 4.2x SLOPE `"-F'E~g /j \ ~ ~ ~ I I ~ ~ ( t 1 V. T I I ; .lose. I U TEMPORARY DIVERSION .1 I, ( t - y
"'LINE E70S11NG DI1CH ENTIRE WIDTH ~ I V, I~1 1 I I ~ I ~ ~ , t I. 1 \ _ I 1 ~ ~ _ r. ! 1 t v. T t 36 ~ ~ D.A. - 21,013.59 S.FI
~ I I I I ,i r / ~ \ G I r r i ~ ~ ~ ? i 4 4 8 1 ` O. 82 AC. ~ ~ 6 TEMPORARY CONSTRUCTK>*1 ENTRANCE DETAIL j r ?
~t ~ t ~ . f , ~
~ ~ ! I \ / i I - r ~ s , D7 CooRdNATE WITH BUILDING coNTRACTOR FOR ArsTAIUTKIN t~ 1 ! OF DRAINAGE CONDUIT THROUGH SIDEWALK lO DIRECT ROOF
dS LF T8« CORR. ME1AL \ \ ~ / r - ~ ! I~ ~ r ~ ' HN.ET E4 ¦ 1029.00 / / ~ ~ p ~ ~ , PIPE, \ / , ~ 11 i ` ~ I A O ~ DRAIN GE FROM DOWNSPOUTS TO PAVEMENT AREAS.
OUTLET EL ¦.TOt ! \ ~ ~ / 1 :o' ~ I ~ t t rose. - ~i . ~ ~ ®ouMPSTER/STORAGE ENaosuRE BY BUILDING CONTRACTOR.
! \ COORDINATE VARKXJS GRADE CHANGES AND REQUIREMENTS E¦~
\ ,..n, \ I , / / ~ r \ WItH sITEWORK GRADING. ~ ~ ~
/ / 1 \ ~ - 1 I /o' , , ~ / 11 / ~ ' ~ ! r ' tas . ~ ~ COORDINATE WI1H BUA.OINC CONTRACTOR REGARDING MAJOR GRADE CHANGES AT PERIMETER SIDEWALKS ADJACENT TO
'-~S~ ~ / I Q' / I INLET 1 rnnti 1 N ~ BU LDI G.
INLET ~ COORDINATE GRADING WITH UTILITY INSIALLATK>H, tECnoN , -
~ CONTRACTOR IS TO ENSURE AWAY • t ~ / ~ 11 POSITIVE DRAINAGE FROM
1-~.,_, / r .~r ! /i ! - r / ~ 01.0% z THE BUILDING za LF s•
o Lox O O i 12 CONTRACTOR TO SAW CUT EXISTING CONCRETE CURB ANO
- 's - / -RIP ~ ..Y/ / / ! , ( ~ / D.A. = 6,133.16 S. ~ ~ m tae • GUTTER AND ASPHALT PAVEMENT FOR PUCEMENt OF ~ 0.1408 Ac. / ~ CONCRETE VALLY GUTTER. ~
LATER ~ I,~ / , / , / ~ , / ~ ~ ~ , ,;~/j , INLET ~ ~ O Et ~ - ..-I / 13 CONTRACTOR IS RESPONSAW.E FOR ENSURING PROPOSED GRADES AND ~~yy
' / ~ / , , / OTEC N 58 02 27 / ~ / TM IM ~ F~+•I 0 ER PROVEMENTS ARE TED IN A WITH ADA
P ~ CONSTRUC CCORDANCE \ OSED % j r 1 CRITERIA SHOW WHERE SLOPES CANNOT ECEEO 2~ M ANY DATEC110N ~ • a, : x W
/ r / ' / / / ' / 1 w ~ ~ ti AND ANY OTHER LIMITATIONS. , t` t ~ D.A. = ~ 95 ~ ~ ;
1 _ _ y` ~ ¦ ~ tt ~ ~ ~ 1 t _ ~ 2 0.09 A;¢;, , lF / ALL CORRUGATED HDPE PIPE 1O BF ADS N 12 PROUNK ULTRA PIPE, ~ .,..t JO
~ ~ ~ ~ 0 a ~ / ` OR APPROVED EQUAL,
_ / / / ~ o / / i ~ ~T.~
/ i f~.i ' ~ LEGEND T~ ~ l
\ / / / Y/ ~ / , ~ -r ~ V
/ ' - ~ o ' ~ / / / ' ~ I / / ~ T • ~ ~ . ~ . CONCRETE PAVEMENT a z - / Inv. - 1659.51 : • 3 W
~ , / / , / / / LET \ _ ~ , / / ' PROTECTION i t cttoN i; ET ~ ~ ; • . ~ CONCRETE SIDEWALK v? O ~ ~
/ , P ~ F- ZQ . , CTtON ~ _ „ Z ZU
VERS ON DITCH, S All / , / / ~ / ~ , , ' / ' / , i / IN NATURAL GROUND AS \ ! / / / / i ! / / / / ~ / I / ~ w - N I ~ ~ ( _ _ ~ Q to W
r / / ~ / / //i/ / l l l/ / / i ! / SHOWN BELOW / / / / ! % ~ / / ~ ~ / / ~ ~ ~i / / % / / / ~ / ~ 2h,., EXISTING CONTOUR . I i I \ ~ w~
/.i / / ~ ATURA \ ~ 3S / / i / / / ~ r ! / ~ o~w Q / ~ ~ _ ~ a
~ 1`""- / / / /i / i / ~ / r / f l / 0 i u i 270 PROPOSED CONTOUR ~~y1 p O ~ 0 F~+ H w J w
`---T / 0 / i t0 ! t O Z o ~ ti , ® SPOt ELEVATION DESIGNATES GUTTER w o ~
/ / ~ ~ \ RM / / ' / / / i / / r / - • ~ UNLESS OTHERWISE NOTED ~ ~ Q w / / o U o z / ; , ~ ~ T 1065.00 ~
~ r / / / / /1 / / / ~ \ , / o IN . nv E • 1060.27 t o -SF ~ ~ W ~ t--t i~ , ~ t PROPOSED SILT FENCE Q
i ; 9 RIPRAP, 18 1HICK \ ~ \ _ / / / / , / / / ' / ~ / ~ IN , OUT N ¦ tOS9.50 w p w A
/ ~ / , / / / / ~ h : ~ ? ~ ~ ~,r' of ~ ; / / • / ~ , J ; / ~ ~,t f 1D-~-1D- TEMPORARY DIVERSION DITCH ,i, v? d
a / ~Mp / / ~ /i EMERGENCY SPILLWAY ~ R! ~ T / ~ / f ~ ~ ~ ~ 2 FENCE (tm.) v1 to ~~yy ~ Z DZ W
ELEV. ¦ 1035,25 14 WIDE \ / ~ } ~l/ i / / , ! ~ ~ ! ! .~c- PROPOSED STORMWATER RCP O O .~e~ ~ ~i !n ~ !n
5 S 5 ~~u IN t PR 11 0 0 LE OTEC ON w w w
~ 6 ~ r; l J ~ 1 i ~ ~ ~ ~ o.A. • to A~ 0
.~w,n, FLOW ARROW ~ ~ I >a S.F. AA 00 ~
LIMITS OF DISTURBANCE ~ rvoo~ F
/ ~ J r ~ / / ~y ~ to 1•d ~ ~ N
~ / i / , / P A Development LLCM / ~ GRAPHIC SCALE o A ~
- / ~ _ \ / % m to sb ,o eo •""t .0 t\ of ° 0 Catawb Co. Prn# 3712-19-50-5502 ° y
ss x no iYET DE ~ \ ~ ~ / ~ ~ / ~ 0 Deed: 3172-55 b
BASIN ; t \ ~ ` /0 O, z, l / r~\ ~ , l ~3 SIDE Sl. ~ 4Q ` ~ I d., / ~ ~ r / ~ - / , WITH 9 VEGETATIVE~SHELF \ \ p~ o ~ / ~ / ~ i ~ ~ ~ ~ W CLt U1
AT 6;1 SIDE SLOPE \ 1 ~ / - ~ ~ , _ ~ \ ~ - 1 , ~ ([N P'6E"1') 1 inch ¦ 20 tL
SEE DETAIL ~ ~ ~ ~ \ ~ / ~ ~ ~ ~ I r I i ~ \ 1 ~ ~ ~ ~ / RIM ¦ 10 f I SHEET NUMBER:
i 1 Y1C L11111000. M ~ e Ycn Z n ~.¦Ir • ¦ ¦ •
~ ` ~ I I ~ ~ ~ ` ~ sir/ , _ ~ vw wmv~n. VI IUOUVJL
¦ INTITIAM l DRAWN BY. EWN
C3A DESIGNED BY. MR and Associates, Inc.
P.O. BOX 53068 - RALEIGH, NORTH CAROLINA 27636-3068
CHECKED BY, PHONE; [phone] FAX; [phone]
~ . ? ~ ~ i l ~ ~
~ 111r1~ r. This document, together with the concepts and designs presented herein, as an Instrument of service, Is intended only for the specific purpose and client for which It was prepored. Reuse of and improper reliance on this document without written authorization and adaptation by Klmle Horn and Associates Inc. shall be or y to Kimley-Hom and ssociate Inc. ~P~9 Assoc 1
without Ilabilit Associates, ht Kimley'Horn and ates, Inc., 999 10

_
gtU~tljUb
CONCRETE BLOCK •r
~ ~ i
.~r~"i DEV DEWATERING d' MM, PIPE DYl d MM. ~ ~p 6 VARIABLE . j -
NEW CONC. 10 BE 3000 PSI a, dd1VEl PAD 10 BE T2'x 50' AND 6" TIACK MMRRJM SAW-CUT R REMOvE s i
1' ON. SMOOTN BAR EXISTRrC PAVEMENT. BORE 1 1 1~0' b, 1URNIa RADIUSTRUCKS ~ TO BE
1'-6" " ACCOMMOMTE IARCE 9 PROVDED, ~ . Exr51'. CONC. llgED ~ REQIaRED ...r.~,r~ ~ ~ tr o '"mmmnr~
8Y N.C.D.O.T. G ~ SIIOIR.D BE LOCATED TO
~•r., • ; ~ ' ~ ~ ~-FWf DEP1N CONC PROIADE FOR WOOMUM UIIRY BY All ~p . i'••. • CONSTRLICTgq VENM,LE3, ~ ¦ r•
a ti ~ I "d e~ O
d. MUST BE MANTAMED M A CONDITION rR#CN WN.I PREVENT TRACKRiG OR I~ t, 2, OR 3 WTERUI ~ Q Q
E' DIRECT FLOW aF MUD ONTO STREETS. o EKPANSKRI JORR MAfERNI AND PERKxKC TOPDRESSING wrtH STONE of ABC STONE MASTK: SEALANT AS REOUMlED Slll BE NECESSAR'I; KEEP 50ME NANDY. ° o ° b Q ~ O 0
N ,'1. STANDARD SPECS, THE ,c,o.o o 1 3DR-21 WC MMIINIM „i a FlPE DK
. ' , . ANY WTERML MRCFI STILL MAKES R ~ .'.:.':ti: ONTO THE ROAD MUST BE CLEANED UP o
o ~ TMMEdATTIY. ~ ° ~ > 0~ t~ q Na e~ sroNc e}~ tD ~ O _ 0
R+~e uYETRS~ ~ 1. LAY ONE BLOCK ON EACH SIDE OF 1HE STRUCTURE pp~~ r ~l,J ~ 0 00 ON RS SIDE ON THE BOTTOM ROW TO ALLOW POOL
~ TH FOUNDATION SHOULD BE EXCAVATED ~ DRAINAGE. E
AT LEAST 2 INCH BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST q~d~
• is THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT ' o TER Mi 2:1 SLOPE, GRAVEL FIL w d'
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. P TO SUBSEQUENT IF NEEDED, GNE LATERAL SU PORT
T C ROWS BY PLACING 2x4 WOOD STUDS THROUGH P VEME T N RETE PA CO C WIRE SCREEN 11 ~ •'y ~
- BLOCK OPENINGS. W ~
NOT TO SCALE FIi HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMEI 2. CAREFULLY IPORARY $EDIMENi • Q ~ )L OEWATERING ~ O ~
WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL BLOCK OPENING 10 HOLD GRAVEL IN PLACE. DETA KFILL E AC PIP L PVC
NEW ASPNALT 5 TYPICA 4~
T~-O" • B• ~ 3. USE CLEAN GRAVEL, 3/a-TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP cs LE ~ NOT TO SCA 16 ~r+
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1'MIN. ; J. ~
• . ~ • SMOOTH R TO AN EVEN GRADE. DOT X57 WASHED 2,~ 2 A~IMLT STONE IS RECOMMENDED ~ K
r, . ~ ~ COARSE AGGREGATE Exlst SU8-SASE ~ Q' ABC STONE OR 2_s•
~ti~: '-0 ;S 6 BU1df BASE OEOTEXiN.E FABRIC MINAF'I b00 OR EOUAL ~
AT ALL POTNIS OF , N01EM APPUCABIE 1tMla
RIGRESS k EGRESS UNTIL SrtE M T • .;,j~ STABILREO, FREOUENf GECK.S OF BACKFTII., AMPED ~ . ~ . ~ • UNOM"NRBED SOIL SEDIMENT ' 2 x 4' tUM iranl
THE DEVK:E Ara TRAELY Ri 6" LAYERS , MAINTENANCE MUST BE PROVTDEED. T
~F+4 PIPE 1,5' t, Feetb mQ
TECTION 1 Y T PRO P INLE
~~~P~ DROE ND GRAVEL BL CK A 0 FGR ADDITIONN. oETAILS. 8 .L DRO , s
~ TION cs ALE N TRUC To SC RY COS NoT EMP RA _ T 0 4 e lay STONE ro SCALE II ;':i
UNDER PIPE SurNd Fobrk
N E EXIT ENTRA C TH s AC P ET T PAV PHAL AS 3
- cs NOT TO SCALE
cs NOT TO SCALE
~ ~ 1 ~ ~Ih ~ t'
a i ironN - - mMl

.r -III' ti ~ ~ ,.t
k , k ` ` 1 k~' .r 1. X~ t
5 5 ~ ; ~ i r ~ COllIM
2 -0'" 2 -O ~4 BARS Y "yy" UALLY SPACED o 0 Ea " • h \ QOM/ ~ ~ Ol COnIM
Y PA D ~g BARS o o Y' ~ ~ • " EQUALL S CE s c o .c... . ~ \ 3 1 2 00 ~ ~
~ ~
5 - R _ I I _ . ,il R 3" PLAN ~I I ~ . _ ND
CURB ANO GUTTER I~ ~-I __i , , F RIC A F AB TI 0 LA 0 IN TAL S
~4 BARS F WI1H CATCH BASIN ON STEEP GRADES g - i-- I.- . = I , -I -1 - , --i I ~ T 0 I TEC , i , IN T PRO i I FOR LE FRAME i , P RTING PO S
"U EQUALLY ~ = I=I - ~ I- I ~ I __I I I - - ; ~ -I _ 1 I I __I I ~ ~ I
SPACED 3 I i~__~ ~ ,r. I ~ 1~! `~I I I. cs NOT TO SCALE ~I I - ? - i i I ~ I_ I I_ --I I _ l . ~ , ,
" 4-0 ~ - - - - - - • g 6 I___I I L-III-III-I I I__I I I-I ! L_.I I I_ _I_, ~il .I - _ I _ili.=1 I-I I L-III _I 11~I 11_i l 1I-
S _ 6 USE ON FLAT GRADES 2% dt UNDER
SECTION A-A COMPACTED FILL
SIDE ELEVATION
3' DEPRESSED 3' gE 3000 P,S.I, 1, CONCRETE SFW.L
E GUTTER LINE 2, JOINTS SHALL BE SPACED AT 10 M~RERIIIALS. (A 15 SPACING R
a BARS "v" ~ ALLOwEO wHEN A MACF~flNE Is USED, BACKFILL MIN 8 " WILL ~ ~8 BARS "w 3, Au CONCRETE wmI COMPOUND 'T4'IICK LAYER OF GRAVEL FILTER FABRIC TRASH RACK ~
4 BARS "U" 11 2 ELEVATION
NORMAL CURB dt CUTTER ON LIGHT GRADES - NORMAL GUTTER LINE ~
TI N RR i i SEC o " s EY TTER 4 VALL GU STEEL POST
6" g 9 N GRADES 2% do OVER 14R H
usE o Cs NOT TO SCALE 24" CMP RISER, 10P • 1034,0 t"" w 1 ORAw DOMM ORIFICE 1033 ~
~4 BARS t''' A
QUALLY SPACE tO DEPRESSED - • ~ GUTTER LINE _ I I-. ~ i- ~ , w
12 6 - - _ I = 1= ~ I ~ TEMPORARY P001. ELEV.• 1034,50 -I I -I ~ ~ 1- ~ i I ,
I:_I I I-- I I~ i = - - I _ PERMANENT P001. ELEV,.1033 ~ - I - I I__I ?~y
111/2" " I !'i'"-' ii! ~ li- ~-i'-=-i ' ' F 6 ELEVATION ~ ~ - I - - ~ 1= _ i„ i _ I - ~ IA MyM MCI I ~ , .
SECTION-SS ,owe aAr • «nro, a nar w+aa ~ _ i-- M ~ I { i-- ~ - ~ 801'10
aR - I~- - I-- I L~ FOREBAY ELEV. M 1029
V'-TRENCH = I - - N - I 1= I I--_. I ~ - - V:
x, eoii aoa - i r~q ~ I.oor r~ a,n _ ~ ~ - z• .r r- r.~ r~ ~ C-' ~ ~,'~i a°i i ,,,a ,fin" a,°~ a,m _I 11.1 , I . I .I I I,.I I I_.i I I__I I L~i I 1,b' x 1,S' x 2' CONCRETE
.r• r.A• T'.a• rat r ; -1i• I;i, g~ I,s, " ~ °aa~"~+~i r-d' ~ r-'r r--g ~ e"~ axe ANtI-FLOATATION OEVICE
a t-r r e'-r a AN'll-SEEP COIJ.ARS
BA IN T H S TE CA C RD NCRE DA CO TA TAIL I t 0 DE i AND W RE Z OUTLET PIPE (SEE PLAN FOR SIZE ANO SLOPE)
EXTENSION OF FABR G ND WIRE ~
C6 INTO THE TRENCH NOT TO SCALE S SECTION CROS H
1 z" STEEL POST U
BACK OF CURB FILTER FABRIC "--B x 2" .I ABRIC ~ 0
~I~==:i~ - ; I-__. I _ •.rl
BASIN DIMENSIONS
H 3 ; ~ ~ ~ I (-I .-i I I- _I i,-~ i-- _ ,I I it ~ I ~ ' I-'I' • _I ; _ ~ . I i I VYIDTH LENGTH AREA (Sq.ft) - i - ~ ~
E l~- Ili ICI I .I _ .I ~ lu
- = I~ 55 110' 6050 Z I-- ~ - _ 0 BANK OP OF BERM -I ~ ~ ~ I . /T ,
~I TEMPORARY POOL 46' 101 4646 t,, 0
r 6 ? 6 ~ x I I I ~ 0 PERMANENT POOL 37' 92 3404 ~ i ~ -
R 6. a 1= ~ 0 POND BOTTOM 4 59 236 ~ y .N ~
_ E r. S PLAN ail M 4 I cd RS ~
~ END ELEVATION » A A ~ •rl
• 6 » • WHERE 30" TO 36 PIPE IS USED 1 " A IN BS NTION F T DETE WE 2
" ~ • ` 6" SECTION JJ ~ ~ cs N T TO SCALE ~ ~
j ~ N , • t 0 o q ~
t 6" R TEMPO D DETAIL u ~ . g 6 . FENCE ILT ~ RY S EMPORA - o ~
» 'ti: 6 I cs NOT TO S b s~ ~ OT TO SCALE ~
e ~ ' wEw WHEN S' X 6" ~ ' " ' » A wa ~
i ~••'•~'-+~:~t r'° CURB IS USED IN PLACED 8 H • OF H000 e`
SIDE ELEVATION Ht T J B J 6 _ F A NDTES; SHEET NUMBER:
CLASS 'B" CONCRETE TO BE THROUCHWL s SECTION MM D . T ,JOB NUMBE . 011536032
i u, rarru luc~l duYR 1'-6" M DEPTH TO BE PROVIDED ~m a~~. nrn
DEWEY BROS. CH-BN-2000 • - I t SECTION XX ACCORDANCE WITH STD. NO. 1.02 - 1\IIIIIV, 1 svss~ iNTiTiALS:
OR APPROVED EQUAL DRAYYN BY. EYYN
6• SEC_ TION-YY (~TroNAt. CONSTRUCTION-t~IDNOImMC FOUR. 2 KEYWAY OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS. PLAN C 6
FORM ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB DESIGNED B : YYSR Inc. and Associates, P.O.
FOR e' n1 HEIGHT OR LESS USE 6' LESS USE 60 WALLS AND BOTTOM SLABS BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: [phone] FAX: [phone]
CONCRETE CATCH BASIN , 6 ' TN HEKiHT USE a WALIS AND DETAIL STANDARD DYER a, AND LAP To CHECKED Br
. BOTTOM SLAB. CUANTITMS TO BE ADJUSTED ACCORDINGLY 6 NOT TO SCALE This document, together with the concepts and designs presented herein, as an instrument of service, Is intended only for the specific purpose and client for which
on this document without written authorization and adaptation by Kimsey-Han and Assoaiales, Inc, shall be OF w 10 without lioblity and Associates, Inc. prepOred. Reuse of and Improper reliance Copyright Kimley-Horn and Associates. Inc., 1999 ' I Hom to Kim ey-

_ ! _ _
rj r' ~ - 81TE PUN DESIQN NOTES AND KEY PIJIN ~TUUnar
/ ~ 1 DIRECTIONAL ARROW DETAIL 1 " ~~~~i
~d• li gt ,WN y J / \ ~ COLOR -TRAFFIC WHITE 4 'ti
e ~ r~ ~ , ~ C~ f ,J rj C 1t ~ r 1 : Q'
, , l r;; ~I % ?2 DRIVE through GRAPHICS ~ ~ ~ L~ l.+.i' 1 ~ 1'~ 1 j / COLOR -TRAFFIC WHITE C4 ~
1.6 0 f ~b t', ;I i ~ W. 1 A,_ it ~ ~ ,
~ ~ C7 f tiw , ?3 STOP LINE GRAPHIC DETAIL 3 ~ ~ r,~•, J` COLOR -TRAFFIC WHITE C4 i~
L J: ` 1
ti x0 6 O ~ , o, I i ~ r 4 HANDICAP SYMBOL DETAIL 4 ~~~Ip p\~~~ I / ? nnmT
w r;4~ ~ i I I y r ~ 'I / j (INSTALL AT EACH HC SPACE) C4 II / ' r i i I' S
~ ~9 0 1! - c ~ ~ H ~ ! 5 STANDARD PARKING STALL
e 1 TE r ~ i ~s .de ~ i f COLOR -TRAFFIC WHITE C4 0 ~ "d On
b` 2 ' I ~ 1 1 JJ - " r I 8 ~Vlo rr r 6 STOP SIGN, R1 1, 30 x30 (POLE MOUNTED S dV) r J
0 - / ;r r ca p 0~ O ~ f ~ D,O.T, SME "WATCH FOR PEDESTRIANS" SIGN ~ ~
lr 1 f r ~ , 1 ;i / ~ ~ ~
c / , / ~ / ~ J ! O.O.T. SME ONE WAY" SIGN
o'~ ~ ~ I ~ ! i i : / /~--r i r r I ~ ~ ' IN 1A "VAN ACCESSIBLE" SIGN Al VAN 0 ~ ~
0 a i ~ ~ 0 1 r / , I ~ ` J HANDICAP PARKING SIGN. S LL ~ ~ ~ J SPACE. (SEE VOLUME 1-C OF NCSBC FOR H,C. SIGNAGE)
~ r ~ ~ ~ ~~.i I ' ~ I !r ~ PARKIN N HALL BE S~ HIGH, l; r , , ) HANDICAPPED G SIG S S r 1 ~ J , ~
/ ~ I J, A d+ I r ~i " r + i All SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM / f " o
l r / , r! j r\ ~ TRAFFIC CONTROI DEIACES BY THE U.S. DEPARTMENT OF TRANSPORTATION 4~ / ! ~
P VICINITY MA ~l 7 ~ / 1 r ?7 SIDEWALK HANDICAP RAMP DETAIL ,~y
NOT TO SCALE 1 C4 ~ r / ; / tlp ~ ~y
Atlantic Finonicol Group LTD J i 1 , I 8 i4 j / rl ! I~ I l ®CURBED HANDICAP RAMP DETAL o 0 ~
i Catowba Co. Pin# 3712-19-50--0671 I IJ r ; ~ 1 C4 ' r r ~ © ~
~ ! r ~ ~ A HAN I AP RAMP NOT USED i 1 ?9 RECESSED FL RED D C ( ) iJ 1 ; l ~V
Deed: 2094 1351 r r Q~ ' / to 2a• CONCRETE CURB SECTION TYPICAL 10 ~ ~ f ~ ? 4
i G w~l J 1 J ! ! I 1 1 W
\ ~ I END ©RETArtrINC w,u~ l J~11 J~ ~ 1 ; 11 1 / ~ 11 CONCRETE WHEEL STOP DETAIL (TYP• 17 PLACES) +~Jy E"'+
~ ! g 47.32' 8l 97,32 BUILDING TIE / , / F•I i 1 ~ J r; ~ ~
\ ~ f_xist~rig "HC" ri / r 12 PROTECTIVE PIPE BOLLARD, TYPICAL INSTALL ADJACENT TO 12 13 ~
~ V ~ ~ Refair,irg '~,'oll 31 /I r 1 ? 4 ~ r! , I r TI CS , , BACK-OF-CURB FOR BUILDING PROTEC ON, v
EIP - E ' rl ~ r ; „
295.82 PROPOSED tg, r f 13 PIPE BUMPER POST r / / 4
o" l J l " / r
10' G ACK 4 4 ENTER ~ I 1 ` 14 8" WIDENED CURB SECTION AT DRIVE-THRU WINDOW 14 r ?
RETAOVINC NALL 10 5.00' ~ C5 ' I ~
f~ ' ~ ,t ~ ad 9~p. ® fN ' 8 / ~ I 15 TYPICAL SIDEWALK DETAIL 15 ti I r ! ?
° z ' S 33.68' I 1 ! I 1
1.00' ~ m 8.00 F ' . hrTlLm POLE ~ `.r,
F © 17 5 z 1 , ' 8E' RELOCATED' 1Y O1NER5 16 SIDEWAIK WITH CURB AND GUTTER 16 - , Z_ ? 1 g ! c5
3 ~ g , NHITE y, 0 I,J, 2 / r $ ;j! r
- STRIPE a ~ 9 g 5,00' ~j1I ~ P (V ~ ~ ( r' I ~ 17 TYPICAL ASPHALTIC CONCRETE PAVEMENT SECTION / ? 1
~ 35,00', ~ 17 w ! 1" - TYPE I ASPHALTIC CONCRETE SURFACE COURSE 17 17 a 1 / ~ " ? / 2 - TYPE I ASPHALTIC CONCRETE BINDER COURSE
~ ~ > " ~ $ a 6.60' ~ 10 ° 16 ~ ' / 6" -STABILIZED AGGREGATE BASE COURSE
0 18 10 ° f I i I 10 , l r r , 1 rl ~ r ~ i 18 8" CONCRETE PAVEMENT SECTION AT DRIVE THROUGH. 18
PRESELL MENU ° o ° 15 J ? ~ t5.98 ~ , ~ r ~ / i% C5
BOARD ° 4 a M 8 ,p ~ r' r j I ~ ! !I FA RI 19
/ , ~ e. / 19 8 THICK CONCRETE PAVEMENT WITH WELDED WIRE B C, N ? . , I ~ " 5 ! 1 ! J 8x8 x6 4 WWF GAUGE, CONCRETE SHALL BE 650 FLEXURAL ~ J J r l
21 CONCRETE 7 7 BECM 9 ' ° TO BUILDING ~ ~ r / STRENGTH OR 4000 PSI MINIMUM, AS SPECIFIED. 29 l o,
RETAMINC NAIL g 8 13.00' t5 106.39' iIACPOLE '1 / rlJ "STOP" I 11 AN O r- ' / 1 f, ~ 2? TRANSVERSE 0 LONGITUDINAL
1 .00 Z. j, ~ ?P ' ! I ! ' CONTRACTION JOINT DETAIL 5 I ~ i, ;
~ ~ ~ ~ ~ , 1 ~ / ~ ~ J r J ~ , 21 TRANSVERSE AND LONdTUDINAI
nE'•M ~ ® ao 2 , , 1 ,l C5 M ~ ~ ~ ~ ~ ~ TR TI NT DETAIL AS REQUIRED GD r 1 I KEYED CONS UC ON J01 ( )
D CF#dC-FL A m a ~ 3.00' ~ ,I / Cr 1
~ 10 X7120 / i 1'•,r 1 ~ / 22 SEWER CLEANOUT ~ ~ ! ~ ~ CS ~ ~ ~ r J (SEE SHT• PST)
" e 67 PARKING SPACE s ~ ORDERING 28 ~ ?,F,L ¦ 1088.00 PEDESTRIANS ° / / / ! O
CANOPY 8 CONCRETE Q ~ ~ Lf r ~ ' ©MENUBOARD AND CANOPY ORDERING STATION. MAXIMUM SIZE IS 80 m / I~ sWARE FEET.
te,oo' te.oo' taco' To s111LaNG I2 ~ ~ 14 7. 4 ~ti ~ ~ rfr J ~ i I I r
~ Q / ; r ~ ; „ ®ECX SERIES 35 FOOT"FLAG POLE PACKAGE, BY APPROVED VENDERS; 'TFIE p ; c 1 I 1 j, FLAG COMPANY OR ATLAS MCS .
q•,~ ~ s ~ ~ ~ PICTURE FRAMI t8 , o.a>~ ~ 5 PATTERN sloEwu a ! I ; l'
~ 0 1 ~ r~ i I i r !
11 ~ ~ J r ' '0 `r ~ 2 GREASE TRAP .h ! ~ © , r h ~ r~, ~ ~ NOTE: ACCESS LIDS TO BE INSTALLED 0.2 ABOVE ADJACENT GRADES
~ ~ D D D D D ~ ~ lr . ~ r, • o / ~ IN LANDSCAPE AREAS ANO FLUSH IF WITHIN PAVED AREAS
D ~ ~ ~ n 5 W 21 ~ ~ ~ ; I ~ _ u ro / J SEEI/'SHEET C B 1 ROADwAI' NAPR YEMENIS A IMF MA110N r ~ 28 TRANSFORMER (SEE SHT, ES1 FOR SITE ELECTRIC L OR )
~ tt z ~ 2 l ? P N L+I , , ,
O ~ ' 11 ` i ~ ~ 2 DUMPSTER/STORAGE BLDG. r a f I r ,
~ ~ W f / ~ r' ' r hick-in-A MONUMENT SIGN. NOT TO EXCEED 10 HIGH AND NO MORE l1 ' 1~ 1 ~ c
N > F ~ Q 17 i 1 1~ 17 ' r ~ 50 SQ. FT. PER SIDE, SIGN PERMIT REQUIRED. I 11 / j I
g - ~ 10 9 ~ r , l ( r r j , Ij " T I H S ARE NO r r I' i ~ r 2 Chick-til-A "ENTER SIGN, NOT TO EXCEED 38 H G. LOGO ' r ® w
tb.oo' 10 ~ ~ 9 w, % ~ ~ r! I ~ fin,, i ~ PERMITTED. SIGN PERMIT REQUIRED. H / 1 ~
a ~r v r p a00' ~ i ' Chick-ifl-A "EXIT" SIGN. NOT 10 EXCEED 38 HIGH. LOGO S ARE NOT J ice; ; ; r I ~~r 1
g ~ 24.00 toss r i ! J I/ PERMITTED, SIGN PERMIT REWIRED. o tXIST, roL~ 1 J l
20' ILDINC 1BA R2 ! it QqO~ ~ ~ Obi I I l SAWCUT EXISTING CURB, CUTTER, dt PAVEMENT ON EACH SIDE OF NEW ~j
~ a 0 ,cR. r r l 31 R WH RE NEW DRIVEWAYS / r , DRIVEWAY AND REMOVE EXISTING CU 6 E ~ J / WILL BE CONSTRUCTED, PROVIDE EXPANSION JOINT BETWEEN ~ . ~y
1 'o IEt~Erb 1 :i / ; ~ ~ i NEW AND EXISTING CONCRETE. M'~
t ~ / - ~ , THE CONTRAC?OR SHAII INSTALL NECESSARY TRAFFIC CONTROL,
toaee g , g ~ 8 ~ ~ ~ / 32 / ~ I TIN AN 1H R RE UIRED CONTROL SAFETY BARRICADES, l GH G, D 0 E Q
CONCRETE PAVEMENT ~ ~ ~ ~ 1 101.98 I ' I ~ XI TIN TRAFFIC ^ r Ii MEASURES TO SECURE THE WORK AREA FROM E S G r ~ ~ N rl ~ 1 ~ AND TO ASSURE PUBLIC SAFETY.
1 / Z
. ~ ' ' ~ ' ~ ~ CONCRETE SIDEWALK ~ $ 3 ~ t0 1 1'~ BITUMASTIC EXPANSION JOINT, TYPICAL INSTALL EXPANSION JOINT W ' ` © I RFA WITH BUILDINGS ~ ,1 / BETWEEN ALL CONCRETE PAVEMENT NTE CE ~ ~
3 3 CURB ANO GUTTER AND OTHER CONSTRAINED OBJECTS. H O
EIP EXISTING IRON PIN 58'0 " 71 ' 1 • ~ ~ ~ z \ I RA PANS FOR THE W U I ATE CONTRACTOR SHALL REFER TO ARCH TECTU L L ~
Nlp NEW IRON PIN ~ aDSEO PROPOSED ~ ~ ~ ~ ~ © I IN AN THE LOCATION OF Q / ~ ~ ~ EXACT DIMENSIONS OF THE BU LD G D ~ W
TO BE RELOCATED B'Y 0111ERS \ DOORWAYS, UTILITIES, ETC. O U ~ , U
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2. THE CONTRACTOR SHALL ALSO U?ILIZE SAFETY NARNING SIGNS, BARRICADES rl ANO OTHER RELATED MEASURES, AS NECESSARY, THE CONTRACTOR SHALL ~ r ~ WAY IMPROVEMENTS 1 ~ % \ " V ~ ~
COORDINATE PERIODICALLY WITH 1HE PROJECT MANAGER TO REVIEW SAFETY AN ' ~ ~ 1• THE CONTRACTOR SHALL FURNISH AS-BUILT" DRAWINGS OF ALL ~ ~ A O ! !r / 11 ~ IMPROVEMENTS AT PROJECT COMPLETION TO ENdNEER. ~ ~
CONCERNS AND ADVISE OF AC11VE WORK AREAS. / ~ i 0 ' r i / /r 2. All DIMENSIONS ARE MEASURED FROM FACE-OF-WRB, FACE-OF-STRUCTURE, '
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J r J ~ r 3. SE ( ~ l I 1 r I / T- rl ' j ~ I / y..,, SNEEi NUMBER;
~i PRIOR TO EXCAVATION ANO INSTALLATION OF ANY UNDERGROUND U11l.ITY, ~ l r , 1
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J, CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONTACT THE LOCAL I MITIALS: \ I DRAWN BY: WN
UTILITY LOCATING COMPANY. THE CONTRACTOR SHALL ALSO BE •n m
REQUIRED TO COORDINATE DIRECTLY (AS NECESSARY) WITH EACH APPLICABLE UTILITY AGENCY FOR APPROPRIATE FIELD LOCATION
MARKING. THE CONTRACTOR SHALL BE RESPONSIBLE TO ASSURE THAT ` f; I WSR rh and Associates, Inc. C2 4 DESIGNED BY;
ALL EXISTING UTILITIES HAVE BEEN LOCATED AND MARKED TO PERFORM PCA Development, LLC 1 t, THE WORK IN A SAFE MANNER WITHOUT DAMAGE TO EXISTING UTILITIES. / I ! P. O. BOX 33068 - RALEIGH NORTH CAROLINA 27636-3068
CHECKED BY. PHONE: [phone] FAX: [phone]
THE CONTRACTOR SHALL VERIFY THE LOCATION, DIAMETER, PIPE MATERIAL Cotowbo Co. Pin# 3712-19-50-5502 I / AND ELEVATION OF EXISTING UTILITIES AND STRUCTURES, AS APPLICABLE, If This document, together with the concepts and designs presented herein, as on Instrument of service, is intended only for the specific purpose and client for which was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley Horn and Associates, Inc. shall be OF
Deed: 3172-55 PRIOR TO CONSTRUCTION. / out liab1
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PCA DEVELOPMENT, 03-26-01 ¦ HORIZONTAL SCALE:
1" = 50,
Kimley=Horn HICKORY, N.C. VERTICAL SCALE; PCA DEVELOPMENT
REV. No,: REVISION: DAIS; DRA" BY: CHECKED BY: and Associates, Inc. LWB STORMWATER WETLAND
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse Inc. TITLE: DRAWN BY: DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 OVERALL SITE PLAN LWB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE: [phone] FAX: [phone] CHECKED BY: 1 1 C01 OF H,BRITT 01 SEAL:

CONCRETE BLOCK
DEWATERING
• 0
~a ~ ~r 8 ~ f
~,o ¦ ¦ ¦ ¦ 0 - Y.
_ L
~ ~ i; p p
0 0 I
0 . . -r..?" _
/ - - i i ~ ~ i p ~~i-- _
- ~ - - 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ ~!i ~ ' _ ' ~ ! ' ; ..,I~--
~.J~ , , ~ - 0-60 ~ ' ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL 0 000 Orb :III - ~ ~ I;,-
RAINA TH F N ATI N H X V D GE. E OU D 0 S OULD BE E CA ATED ~ ~ _ ' i ~ , AT LEAST 2 INCH BELOW THE CREST OF THE STORM r - _ _ :1=_
DRAIN, PLACE THE BOTTOM ROW OF THE BLOCK A AIN T G S
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER COMPACTED FILL ~?CTED FILL
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 W000 STUDS THROUGH BLOCK OPENINGS. WIRE SCREEN
2, CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT BACKFILL MIN 8" WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL THICK LAYER OF GRAVEL
FILTER FABRIC BLOCK OPENING TO HOLD GRAVEL IN PLACE. DEWATERING 3RIC
3. USE CLEAN GRAVEL, 3/4-TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2;1 SLOPE OR FLATTER AND 16 SMOOTH ITT AN V N RA T 7 WA H 1 MIN, q STEEL POST 0 E E G DE. DO ~5 S ED f- 14 Y~ Y 1 a~~ C EL POST
STONE IS RECOMMENDED 2 MAX. • ~ ;
I I I_I I ~ ` i,Y 1 F ~ ~ l l ~ i i4 I .T". ~ `mil
111 I ~ l n i -ems I ( ~ f~l I ~ - - _ I ~ ~ f~~- - i _ I
~ i SEDIMENT I_ ~ '
- I ~ . ' i ' - ~
- , _ I _
BL , _ - N OCK A D GRAVEL D PI RO NLET PROTECTION 8
V-TRENCH C03 ; - -
NOT TO SCALE - ~ I:--
I - - - -
E
5' 5'
~a BARS "v" " EXTENSION OF FABRIC AND WIRE EQUALLY SPACED 6 ~8 BARS "W EQUALLY SPACED co 0o INTO THE TRENCH
3" " 0 0 S 1/2 0 0
5' STEEL POST R " R - FILTER FABRIC :EL POST
3 PLAN - - - CURB AND GUTTER ~ ~ f-~~~~' ~ ; '
" "~4 BARS F - ~ - ~ - WITH CATCH BASIN ON STEEP GRADES ~ = U EQUALLY I ~
SPACED ~ ' ~ - ~ ~ r
_ ,1 WIRE WIRE
6" 8" 6" I~~~ ' _ ~ , I' _ ,L _
S ; i - - USE ON FLAT GRADES 2°a ~ UNDER _
- i - ! I---
_ , - - ' _ all I~
, 3 DEPRESSED 3 4~ ~ ~ i~~l
4 AR "V" GUTTER LINE #BS „
~8 BARS "W
4 BARS „U" 11 2" ELEVATION
NORMAL CURB & GUTTER ON LIGHT GRADES
SECTION-RR ~ NORMAL GUTTER LINE " " " 3 DETAIL TEMPORARY SILT FENCE 6 s 6 NCE
USE ON GRADES 2% & OVER C03
NOT TO SCALE ~4"BARS
U 3
3„ EQUALLY SPACE ip DEPRESSED
MAX GUTTER LINE 12' 6'
i „i ~ 11/2
F 6 ELEVATION SECTION-SS «oa~ acre a anr~ ~ san ~s
,.e, TRASH RACK
w
u s-o -s - - s-s - - - - - - - - - - - - s' r-o" Y-Y e' osss osas ae,e rise o.ua - o;oss o.oa +a• ~-io' o,ssa o.esa oeor MGv[ ox~ - o~oss oAu
t~' r-e' o.iss e,rn t.aw rw; "t oxie - o.aee aa~ so' r-s' ,'-e' ~'-o' ~ r-Y s r-r s r-r sa a,ss ass, o,aso ,au s.n, ao» ooa: o.,n sa' s-,r r-e• rua- s• ~'-o' , r-,r s r-r s r-a" u a,a, o,xe +.,a+ ,,a7s a oleo oan a.,ss a,m
+Y e'-a' ~'-e• .e,s ,1-n' s'-r . r-e' s Y-n' s s'-,r ss a„s os,a ss ,,~s ~ asa, oaa o.,eo oza yi' s'-o' Y-s' e' Y e'-+ia s=6' s'-i i s;_ao' s Y-ii• a i'-ii• i~ aim o~ i;r~ iii os~i oaa a»~i aio 48" CMP RISER, TOP = 1008,5'
2" DRAW DOWN ORIFICE = 1007'
TOP BERM = 1010'
4 DETAIL STANDARD CONCRETE AT H B IN C C AS TEMPORARY POOL ELEV,= 1008,5' EMERGENCY SPILLWAY = 1009'
PERMANENT POOL ELEV,=1007'
co3 NOT TO SCALE
12" BOTTOM ?s b ELEV, VARIES =
BACK OF CURB M - FOREBAY MICROPOOL BOTTOM I-
x 2" ELEV, = 1004'
_T~ g~ : g 6" " M ~I I
j 3
E .i Y A Y EXTEND CMP 3' INTO GROUND
M M B AND FILL WITH CONCRETE FOR
F A 6" B H'+6" C ANTI-FLOATATION DEVICE _ P R ANTI SEE COLLA S CARRY RIP RAP UP SIDES OF SPILL WAYS
6 6 6 .4 D
x 30" CORRUGATEp METAL PIPE
` g" E g" 25' (SEE PLAN FOR LENGTH AND SLOPE)
PIAN END ELEVATION 1' FREE BOARD
J. 6 CROSS SECTION ~1 RIP RAP
WHERE 30" TO 36" PIPE IS USED " H1+ " H1 " 1 6 G ;;r g 8 6 SECTION JJ
` ~ '
6" D BASIN AREA
6 :A::; " " 6 B 6 3' MIN ~5 WASHED STONE SQUARE FEET
VIEW WHEN 8 X 6 A 6"
~ ~ CURB IS USED IN PLACED 6 ~ H ' OF HOOD ~ BANK/TOP OF BERM 19,418 - It~l~lt~l~lt~l
SIDE ELEVATION H1 " , " T J 6 J 6 D NOTES: 6 SECTION MM F A 22' MIN, ®TEMPORARY POOL 17,402
CLASS "B" CONCRETE TO BE THROUGHOUT, ® PERMANENT POOL 15,483
OEWEY BROS. CH-BN-2000 ' " " ' ~ ALL CATCH BASIN OVER 3'-6" IN DEPTH TO BE PRONDED EMERGENCY SPILLWAY ®POND BOTTOM 2,231
OR APPROVED EQUAL -r SECTION XX ACCORDANCE WRH STD, NO. 1,02
g" SECTION-YY OPTIONAL CONSTRUCTION-MONOLITHIC POUR, 2" KEYWAY PLAN OR 4 BAR DOWELS AT 12 CENTERS AS DIRECTED BY ENGINEERS.
FORM ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB 2 STORMWATER WETLAND DETAIL
5 DETAIL STANDARD CONCRETE A T B I FOR 8' IN HEIGHT OR LESS USE 6' LESS USE 6" WALLS AND BOTTOM SLABS C CH AS N
OVER 8' AND UP 10 16' IN HEIGHT USE 8~ WALLS AND co3 NOT TO SCALE
C03 NOT TO SCALE BOTTOM SLAB. QUANTITIES TO BE ADJUSTED ACCORDINGLY
PREPARED IN THE OFFICE OF: C CLIENT: U PROJECT:
PCA 03-26-01 DEVELOPMENT, INC. HORIZONTAL SCALE:
AS SHOWN
Kimley=Horn HICKORY, N.C. VERTICAL SCALE: PCA DEVELOPMENT
REV. No.: REVISION, DATE: DRAWN BY. CHECKED BY. and Associates, Inc. TITLE: DRAWN BY: LWB STORMWATER WETLAND
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 DETAILS LWB ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: CHECKED BY; 011973000
Copyright Kimley-Horn and Associates, Inc., 2000 PHONE: [phone] FAX: [phone] C03 IOF SEAL: H,BRITT