19991425 Ver 1_COMPLETE FILE_19991229

TATE, YOUNG, MORPHIS, BACH & TAYLOR, L.L.P.
Attorneys at Law
400 Second Avenue, N.W. (28601)
Post Office Drawer 2428
Hickory, North Carolina 28603-2428
e-mail: tymbt.law0tymbt.com
E. Murray Tate, Jr. Telephone: [phone]
Charles R. Young, Sr. * Facsimile: 828-322-2023
Thomas C. Morphis r;
Wayne M. Bach *Certified Mediator
}`
Terry M. Taylor # T. Dean Amos LeBoard Certified Specialist in
Paul E. Culpepper ?Rea1 Property Law-Residential,
----------- "'Business, Commercial and
Kevin C. McIntosh `industrial Transactions
-AP}.P??6t jP
August 14, 2000 F
Mr. John R. Dorney
NCDENR
Division of Water Quality
1621 Mail Service Center
Raleigh, NC 27669-1621
Re: Catawba County DWQ Project #991425
COE#200030333
Dear Mr. Dorney:
Enclosed is a Retention Pond and Maintenance Agreement for the above-referenced project
which has been filed with the Catawba County Register of Deeds, the County in which the
property is located. This has been done to satisfy Condition No. 1 in your approval letter dated
July 18, 2000. If this is not satisfactory, I request that you notify me of any deficiency.
I thank you in advance.
Very truly yours,
TAT UN ORPH S BACH & T YLOR, LLP
Charles R. Young, r.
CRY:cmt
Enclosure
CC. Cripple Creek Investments, LLC
.._Llo -
72281.1
r ?DY&wtj b y r- refur?j
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
02138'7
FILED
F L? E-! M A C{ f E
`00 AUG 16 Pn 12 42
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
t tGlS i u; DEEDS
THIS RETENTION POND OPERATION & MAINTWA)4tk ??PAJ vIENT
("Agreement") is made and entered into this 10" day of August, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek"). .
WITNESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property described on
"Exhibit All attached hereto and incorporated herein by reference (hereinafter referred to as the
"Real Property"); and
WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to'_be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
. WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENR").
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
j< e U ; N fY1,- --T? S"
_ eooK2220PAGE1102
71197.1

BOOK 2220PAGE1103
(3) MowingNegetation Mana eg_ment. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
- inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
- obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
- excessive erosion or sedimentation in or around the basin and correction of the
same;
- cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite, removal of same..
Inspectors are to have an inspection sheet (`Exhibit B") when doing inspections.
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
Checks every six (6) moths, or more frequently, for:
- sediment buildup and the need for removal
- erosion along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
erosion at the inlet and outlet and methods of stabilization;
- seepage through the dam; and
operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation, pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1

eou2220PAGE1104
(7) Owners Responsible. During the month of January of each year, the respective
owners of the Real Property and its subdivided Parcels shall designate and appoint a committee
of three (3) persons to represent them and take on the responsibility of the Real Property owners
complying with the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by
acceptance of a deed therefor, whether or not it shall be so expressed in such deed, is deemed to
covenant and agree to pay to the appropriate committee as established pursuant to Section (7)
hereof, or to Cripple Creek, each of which shall be fixed, established, and collected from time to
time as hereinafter provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and
other assessments or charges relating to the maintenance and operation of the
retention pond and stormwater control system as provided hereunder;.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall .
be a charge on the land and shall be a continuing lien upon the property against
which the assessment or charge is made. Each such assessment or charge,
together with interest, costs and reasonable attorney's fees incurred by the
committee and/or Cripple Creek in collecting delinquent assessments or charges,
shall also be the personal obligation and the responsibility of the entity who was
the owner of such parcel at the time the assessment or charge became due. No
owner may escape liability for any assessment or charge through non-use of or
through abandonment of his property. The obligation of an owner for delinquent
assessments or charges shall pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to the operation and
maintenance of the retention pond and the stormwater system shall be conducted in compliance
with the Rules and Regulations of NCDENR and the applicable rules and regulations of the
applicable local governmental authorities.
(10) Obligations Appurtenant to Real Property. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with the Real Property and all of its
Parcels upon subdivision of the Real Property, and shall be binding upon all successive owners in
interest of the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1

BOOK 2220PAGE1105
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. 1 of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood L. Perry, Lot No. 1 of the plat recorded in Plat Book 21 at Page 277,
Catawba County Registry; and running thence from said BEGINNING point,
North 09°53'32" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron.pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67°22'52" West 86.24 feet; North 68°05'37" West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74°21'30" West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and
Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
° BOOK 2220PAGE1106
EXAT XATIBITI "All
PARCEL NO. (3):
BEGINNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' fiat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65°44'28" West 101.39 feet; North 67°03'28" West 100.37
feet to the southwestern corner of Lot No. 1 of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22°57' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71°46'43" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
.
W
BOOK2220PAGE1107
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENTS, LLC
By: (SEAL)
Managing Member
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
I, a Notary Public, in and for said County and State, do hereby certify that
1.Oe,tly , I ? of , the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
fo;egging instrument for the purposes expressed therein./
SS my hand and Notarial Seal, this day of August, 2000.
U F 1M r No(a? Public
r-.? ?°:TQr?kt +S
,Cdrission expires:
r <?Y\ A Gl
STATE OF NDRTH CAROLINA, CATAWBA COUNTY
The foregoing certificate of Rita B. Isenhour, a Notary Public of Catawba Co, N.C.
is certified to be correct. Filed this 16th day of August, 2000 at 12:42 P.M.
and duly recorded in the office of the Register of Deeds of Catawba Co, NC in
Book 2220, Page 1102.
r
RUTH MACKIE, REGISTER OF DEEDS
rsb
71197.1
r
a
.
i
North Carofina'Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM.? ( r
TO: John R. Dorney, Division of Water Quality {
MAR 1 r n" a ; ,
Dept. of Environment and Natural Resources ?n
FROM: Ron Linville, Regional Coordinators
UFfALti?Y SECTl??f
Habitat Conservation Program
DATE: March 10, 2000
SUBJECT: Review of an application by Dorothy B. Mauser, Tributary to Clark Creels,
Catawba County.
The applicant is requesting 401 Water Quality Certification from the North Carolina
Division of Water Quality. The North Carolina Wildlife Resources Commission (NCWRC) has
reviewed information provided by the applicant, and field biologists on our staff are familiar
with habitat values of the project area. These comments are provided in accordance with.
provisions of the Clean. Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
We continue to be concerned about issues of urbanization and streambank stability below
impervious area developments. The applicant proposes to pipe approximately 275 linear feet of
significant perennial stream. This stream is reported to be eight feet wide with a depth of 2-4
inches. The NCWRC is concerned about the negative downstream impacts that this activity
could cause. We recommend that the stream stay intact or that it be relocated, with an
appropriate floodplain, utilizing bioengineering techniques instead of burying the stream. It
should be possible to reduce the footprint of the project in order to accommodate the stream..
However, if the stream must be piped we recommend that mitigation should be at a rate of 2:1
and that stormwater management includes provisions to reduce the potential for elevating the
current hydrograph. We also recommend that if a stormwater pond is required that it include the
following considerations.
If relocation of the stream is not economically feasible or practicable, we recommend that
the wet detention facility include vegetated littoral shelves for aquatic edge habitat as routinely
required in 401 Certifications. In an effort to restore avian and terrestrial habitats as well as
enhance aquatic/detritus habitats in. the detention facility, we recommend. that the applicant
Mauser, Dorothy 401.doc 2 03/14/00
provide for the restoration of tree and shrub species similar to those currently found in the area
(red maple, sweetgum, tulip poplar, dogwood). Native species such as wild cherry, hickory and
oak may be preferred over the above due to structural concerns. These trees and shrubs should
be planted around and on the upper third of the detention structure, excluding the dam. They
should provide habitat benefits that could offset those functions lost by development, partially
restore aquatic habitats, reduce exposure of the water surface to sunlight thereby minimizing
thermal pollution, provide essential summer and winter habitats as well as provide an
aesthetically pleasing green space which should actually enhance property values. Essentially,
these plantings could provide water quality and habitat benefits as well as provide a park area for
residents. Land values should also be enhanced.
Additionally, instead of using the typical fescue or grasses, the upper interior and exterior
of the structure should be planted with the following mix:
Spring/Summer Mixture, May 1 - Sept. 15 Fall/Winter Mixture, Sept. 15 - April 30
Browntop millet 201bs/a Rye grain 120 lbs/a
Korean lespedeza* 20 lbs/a Korean lespedeza* 20 lbs/a
Shrub lespedeza 1 lb/a Shrub lespedeza 1 lb/a
Switchgrass 10 lb/a Partridge pea 10 lb/a
* On slopes less than 3:1 use Korean lespedeza
On slopes greater than 3:1 use Crown Vetch or Sericea lespedeza (not preferred due to invasiveness)
Add one of the following to the above mixture
Crown Vetch 5 lbs/acre
Ladino Clover 5 lbs/acre Lime & fertilize disturbed areas according
Alfalfa 5 lbs/acre to NCRS soil test and recommendations.
(Note: Mowing should be limited to early spring and should only occur as needed to prevent tree growth
on the dam or other areas. Mowing on a 2-3 year schedule should suffice.)
Trees and shrubs (1 year bare root seedlings) should be planted randomly at a minimal
rate of 100 trees per acre on the top and upper portions of the structure and at a minimal rate of
150 per acre around the normal water elevation and littoral shelf area. The following list of tree
species may assist in providing habitat benefits:
Loblolly Pine* Red Cedar Black Gum American Holly Dogwood
Hickory Sumac White Oak Willow Oak Red Maple**
Swamp Chestnut Oak Viburnum Green Ash Ironwood Black Cherry
Persimmon Water Oak Spice Bush Silky Dogwood Willow (sp.)
Other species may be utilized depending on site requirements and availability. Pines* should not exceed
15% of the reforestation. No more than 20% of the tree species will be of a single species. An 80%
success rate is acceptable over five years. Large or fast growing trees like Sycamore and Maple** may not
be appropriate around detention facilities.
Thank you for the opportunity to review and comment on this project. If you have any
questions regarding these comments, please contact me at 336/769-9453.
F
Cc: Steve Chapin, USACOE
MAR 1 5 2000
r °? 01 j. '_!T'.
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
ILFa Wh I FAA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 18, 2000
Catawba County
DWQ Project # 991425
COE#200030333
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Cripple Creek Investments, LLC
361 2vd Street, NW
Hickory, NC 28601
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 900 linear feet of streams for
the purpose of constructing the 13" Avenue SE extension and associated development at 19" Street DRSE near the Convention Center as described in
your revised application dated June 7, 2000. 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 Water shed 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. 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) (6) and (7). 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 remaining jurisdictional wetlands and streams 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).
2. An additional condition is that the stormwater management plan dated July 10, 2000, that is hereby approved by this Office, be built and
implemented before any permanent building is occupied at the subject site. If the road way, that is currently designed to comprise one of the side
slopes of the pond, has not been extended before any building is ready to be occupied, the applicant must post a bond or similar financial
mechanism (as described below) to ensure that the pond will be built. The details regarding the bond or similar financial mechanism must be
approved in writing by this Office, and the bond or similar financial mechanism must be in place before any permanent building is occupied. In
any event, the pond must be constructed and operational within 30 months of the date of issuance of this 401 Water Quality Certification whether
or not the road has been extended, or the pond must be constructed and operational whenever the road is extended to the point where the above
mentioned side slope is in place, which ever occurs sooner. If a bond or similar financial mechanism is not posted, as described above, then the
stormwater management pond must be built and operational according to the approved plans before any permanent building is occupied.
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. 276 1 1-7447. 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 Domey at 919-733-9646.
Sincerely,
Attachment
cc: Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
File copy
Central Files
Todd St. John
Clark Davis; Atlantic Plan Engineering
Kevin Martin; Soil & Env'n Consultants
Kerr T. Stevens
Division of Water Quality • Non-Discharge Branch
1621 Mail Service Center Raleigh NC 27669-1621 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer •
50% recycled/10% post consumer paper
Wetlands Tracking Projects '9,-C.
TQtI+- Print
Facility Name Dorothy S. Mauser I County Catawba
Project Number 99 1425 County2,
O Inactive Region Mooresville
Project Type purpose of road extension I DCM Office
Location Clark Creek ( COE Office Asheville
401s Recvd Sent to
Recvd From Date Region
APP 12/29/99 3/1/2400
Last Total Total Total
Recvd Action 401 401 Totals Mit
Region Date Last Action Acres Feet Acres Feet
7/1812000 Issue General ?? 900.t?4 J 401 '`
T
otalfor Project: of
Inspections/ Violations
Inspection Date Inspector
Compliant Letter Type Date Sent Reply Date Current St
3
j ?
MEMORANDUM
TO: John Dorney Regional Contact: Michael L Parker
Non-Discharge Branch WO Supervisor: Rex Gleason
Date: 5/4.12000
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dorothy B. Mauser
Project Number 99 1425
Recvd From APP
Received Date 12/29/99 Recvd By Region
Project Type road extension
County Catawba
County2
Region Mooresville
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F26 Stream PT -*N ? 11-129-5 F C F_ 30,835. F- 275.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
In a conversation with the applicant's engineer (Chuck Davos) on 5-3-2000, the engineer indicated
that the 275 feet of impacts could b r d d to below 150 feet, which would eliminate the need for a
401 Certification. A revised plan is to be spared and a request submitted to withdraw the
applicataon per Mr. Davis. - Michael Parker (It should be noted that Charley Schwartz did the
actual site visit for this pro-m)
cc: Regional Office
Central Office Page Number 1
NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reedy Creek Drive
Raleigh, NC 27607
S&EC, Inc. 99-2-1305
July 11, 2000
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U. S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (± 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely, 9 f
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Environmental Consultants, Inc.
Road - Raleigh, North Carolina 27614 - Phone: [phone] - Fax: [phone]
Charlotte Office: [phone] - Hickory Office: [phone]
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
DWQ ID: 991425
Corps Action ID: 200030333
Nationwide Permit Requested (Provide Nationwide Permit ft NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRTMT
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2nd Street, Northwest
Subdivision Name:
City: Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agenfs name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-Rvhne Boulevard South off of Interstate 40. Left onto 19th Street
untv. NC. See attached locati
M@P-
6. Impacted or nearest stream/river: Tributary to "Clark Creek"
River Basin: Catawba River
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c.
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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: Approximately 21 acres within
project area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south , see attached map.
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before:
After:
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel: M
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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer, topographical features dictate the most economical
placement of the proposed facility; and, cut and fill requirements and dimensional
aspects of site dictate placement of buildings and reauired fill. The city of HickoR
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USAGE as needed.
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed.
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
f. If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
c o?
l
Owner's ge s Signature Date
(Agenfs signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted

SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
r•r`•'
HICKORY, N C.
N3537.?-W8115/7.5
1970
AMS 4755 III N"EME5 Y842
r
NN
IIGN
Imu N. C.
it NIl9
a Nna
QUADRANGLE LOCATION
im nwn awn ,an Nwxm? NnorN
?./ 97
\\A 975-
eRS ?
TA Tf

86
9 75

X1000 -
/
/ 1025
i' A
99 1
i P, i-j
I9Jh?.i? F7 C I
IYS

O
19 S EET ID_ n :.
34 i7.5 • }ot' 1 2
-o 38. 96. ufis 1
4A O
1630 Irr :;
8473 ?
SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304 5 li
PRELLMINARY WETLAND APPROXD"TION MAP n I t?
SUTFABI.EFORPRELIMINARY PLANNING ONLY. a' O
S&EC RESERVES THE RIGHT TO MODIFY THIS MAP BASED
ON MORE FIELDWORK,SURV.gT DFyB.IEATIONS, 0'
ANY ADDITIONAL INFORMATION. APPROXIMATIONS
•?. WERE MAPPED USRJG TOPOGRAPHICAL MAPS AND
GROUNDTRUIHING. IFTHESE AREAS ARE TO BE
IMPACTED, THEY WILL LIKELY NEED TO BE APPROVED BY? /
/ AND PERMITTED BY THE ARMY CORPS OF ENGINEERS. ='$
1
KEY SO.
APPROX MATE LOCATION OF S• 1 \
JURISDICTIONAL PERENNIAL
CHANNEL
9 RF\
r
APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT
CHANNEL 306 parking
-o-
I
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Web _P_ =-w.ww.SandEC.COm
.11
NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reedy Creek Drive
Raleigh, NC 27607
J? JUL 1 'Z' 2000

S&EC, Inc. 99-2-1305
July 11, 2000
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U.S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (+ 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely, //?
-XCJY!'? -? ? ? /,?6U
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Nationwide Permit Requested (Provide Nationwide Permit #): NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2"d Street, Northwest
Subdivision Name:
City: Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agent' s name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
Corps Action ID: 200030333
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-Ryhne Boulevard South off of Interstate 40 Left onto 19th Street
Drive SE. Site is the property east of the Convention Center on the opposite side
of 19th Street Drive SE. Hickory Catawba County NC See attached location
map.
6. Impacted or nearest stream/ river: Tributary to "Clark Creek"
River Basin: Catawba River
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. YES Are add?itionall permit requests expected for this property in the future?
® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: Approximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before: After:
(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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer, topographical features dictate the most economical
Placement of the proposed facility and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill. The citv nf Hinknrx.
s also requiring an extension of 19`' Street Drive
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
f. If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
l
Owner's ge s Signature Date
(Agents signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted

SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
II?
/yl ?r
x/K j -

+
I
??yr
` ? L
(t F
< ; r
IV
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.5-WB115/7.5
1970
AM$ 4755 Ill NE-SERIES YR42
bl MILS ?1 Mali
N C)
QUADRANGLE LOCATION
.,,. r4 re

?97 ?C r.. +
- ?23,y1 -
.86

_ ego ?a 9 75

975 o

i
% 1000 f
O -
.9 >

1025 nl -

99 1

19 S EET _
`ytit i7 • 1-p?
?
5 2
? 17.5' T T 1
,O ae. 96 l uf?S 1

M , O :{.
1630 J . r .. Ir:

8473 C_. --- - -,

SOIL & ENVIRONMENTAL CONSULTANTS, INC. f
PROJECT 99-2-1304 5
PRELIMINARY WETLAND APPROXIMATION MAP
SUITABLE FOR PRELIMINARY PLANNING ONLY. n
Ar O '
ti
I: S&EC RESERVES THE RIGHT TO MODIFY THIS MAP BASED
ON MORE FIELDWORK, SURVEYED DELINEATIONS. OR _
ANY ADDITIONAL INFORMATION. APPROXIMATIONS

WERE MAPPED USING TOPOGRAPHICAL MAPS AND
GROUND I
IF THE
3oa

/ L
SE AREAS ARE TO BE
IMPACTED. THEY EY WILL LIKELY NEED TO BE APPROVED BY
AND PERMITTED BY THE ARMY CORPS OF ENGINEERS.

Q

_!. u
KEY
APPROXIMATE LOCATION OF
rte' ?' JURISDICTIONAL PERENNIAL
S.

F
CHANNEL AR

vJ?
APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT 9. .yam
CHANNEL
308 Porkinq
?? _ 1
NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reedy Creek Drive
Raleigh, NC 27607
Environmental Consultants, Inc.
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U.S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (+ 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely, klq(l
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Nationwide Permit Requested (Provide Nationwide Permit ft NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2"d Street, Northwest
Subdivision Name:
City: _Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agenfs name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
Corps Action ID: 200030333
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-R_yhne Boulevard South off of Interstate 40 Left onto 19th Street
Drive SE. Site is the property east of the Convention Center on the opposite side
of 19th Street Drive SE Hickory Catawba County NC See attached location
map.
6. Impacted or nearest stream/ river: Tributary to " lark reek"
River Basin: Catawba Ri.r
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: Approximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximate
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750 ' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before:
After:
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel: 0
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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the develo ment
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer topographical features dictate the most economical
placement of the proposed facility, and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill The city of Hickory
is also requirinq an extension of 19th StrPPt nrim= cP h" onn
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
f. If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
1
Owner's ge s Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted
slowtv
SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
k ?y?. 1 r `?,^\ ry 1,tifZ?n? .?may `' \\ •.v
V• 1? ` > ?? 7 ` Al
?` ' 4• ,?r._-_ 1 1 ??? 4? •C, ` q "-.1 f ?' '\ ? ? ` ? l?.?a\:7 z r?6- 1 - ?',''o } ? ? T,. ?r \
?1 r,1XI``?f/ `?k4a?.??•?.;'\ - ?'': ? ? ,- ,' ?rf` ? ?/r ?\?11 1 ?\?t:1?/?!?? ??.II? `/'.J?
Z_lr?F??i ,?1•\ rf ? ?1'+~?? i?,?l`i.\ r?` ?• ?i??' `? ?? ?l ?_ .J , J ???? \? ? ?,..f ?''; 'rlll? ; j 'IT?r.? ?? . Al"
I
•'',,1 , ?.. J Ill Y• ` `, 1 \ 1 ?
` ' f`/ t` L i I?_ ,` I ? ? \ _ n, /? ^`? ffo ?. ?i I `?? ? ??•1 /rlt?? 1?._ /? , t `
x,41
d 7 • . ?, II r,M1 ? ` ;:'? '\ ?+?._'? '"!,?'ys'! ? d. Y` \` 1 ? -\ j+ 1 r i '1 . t
j:i • ' X71 r r f '?';??'?41'`'` 1. ?v; ?+ r >?l
APPROXIMATE , /: \ b 1 1'l 'ti•. I '1
SITE BOUNDARY \. ?.ta '' • l ? i r? tti 1 ,f} vl 1, J! l \.
lr _ a ?... ! n 1 I ? r ?`
•. ? i u?'?' 7 ?Eff?r?LU?tlBfdy]A ? at! \.: r ? ? _
1i y • i ..: rl?` " .s1 r _ •• • 1``??n / -?1 '?ry',•`?
(Aati
3?`1 I m, 1'' `ark • L. 1?`,,'1- ?, it.. !' 7 (I "E9AG:a:
MAI
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.5-W8115/7.5
1970
AMS 4755 Ill ME-SERIES V842
• c.
1i.
1.
sl YKi'? w ? ?.
/'" , N C J
QUADRANGLE LOCATION
? T4.
ORS
97 23y1
86
975
c
,. 9 7 5 CR
I ? 1Q .
N? k
so. G
1000 O `
n
/ 1025 ?I -
99 1
14Jh..U /7 I \
GJ ?° IY5 11 I
19 S EET _ n 34 yti of
"i7.5 5 2
10 38. 96 l ttlis t
4A 1 p
1630
8473
SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304 5
PRELIMINARY WETLAND APPROXIMATION MAP O '
SUITABLE FOR PRELIMINARY PLANNING ONLY.
S&EC RESER VES THE RIGHT TO MODIFY THIS MAP BASED '
I; ON MORE FIELDWORK, SURVEYED DELINEATIONS, OR '
ANY ADDITIONAL INFORMATION. APPROXIMATIONS
WERE MAPPED USING TOPOGRAPHICAL MAPS AND / ` .k r•,
GROUND TRUTHING. IF THESE AREAS ARE TO BE
IMPACTED, THEY WILL LIKELY NEED TO BE APPROVED BY ?/? / \ \\
/ AND PERMITTED BY THE ARMY CORPS OF ENGINEERS.
}V
KEY
APPROXIMATE LOCATION OF
JURISDICTIONAL PERENNIAL
CHANNEL FAR \ -
9. c,y
APPROXIMATE LOCATION OF
`?1T JURISDICTIONAL INTERMITTENT
CHANNEL 306 Parking D
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reedy Creek Drive
Raleigh, NC 27607
J 1 2 2000
WVU NDS 6fOUP
p., W?LITY SECTdI,
S&EC, Inc. 99-2-1305
July 11, 2000
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U.S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (± 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely,
- X, Yr? , J, Aa) q 6
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Nationwide Permit Requested (Provide Nationwide Permit ft NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2nd Street, Northwest
Subdivision Name:
City: Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work)-, [phone]
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Raleigh, NC 27614
Fax: [phone]
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
Corps Action ID: 200030333
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-Rvhne Boulevard South of of Interstate 40 Left onto 19th Street
Drive SE. Site is the orone_rty PaSf of thA r-,. -- A-w_ ___ _
map.
D
si
io
6. Impacted or nearest stream/river: Tributary to "Clark reek"
River Basin: Catawba Riv .r
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: Approximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before: After:
(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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? _Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer topographical features dictate the most economical
placement of the proposed facility' and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill The city of Hickory
is also requiring an extension of 19th Street Drive SE by the developer.
15. You arerequired to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed.
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
1
Owner's ge s Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted

SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
APPROXIMATELY 1 MILE
... APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.5I-W8115/7.5
1970
AMS 4755 III t1E-SERIES V842
u wu'?i??a
l
1
? N. C )
QUADRANGLE LOCATION
ORS
e?G
\\? 9 7 5
J7'AT6
23Fy1 -
86

9 75
`1000

J 1025 n?
-
' - 1
99 , I _ Y1hi I

' ? QPP? • l ? o ? i
,
IoJh<'.L' f7 G I \

19 S EE T
3A11?.. ?0[
5 Z
17.5 1
i0 as.

Q
96 / ctfiS t
_
\
1
.A O ;
1630 J .J.. ij`

8473 -_-

SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304 5
PRELIMINARY WETLAND APPROXD.UTION MAP
SUITABLE FOR PRELIMINARY PLANNING ONLY.
S&EC RESERVES THE RIGHT TO MODIFY THIS MAP BASED O I
I: ON MORE FIELDWORK, SURVEYED DELINEATIONS. OR
ANY ADDITIONAL INFORMATION. APPROXIMATIONS
3
•

-.?
WERE MAPPED USING TOPOGRAPHICAL MAPS AND
GROUND UL THING. IF THESE AREAS ARE TO BE
// aG
/\ \r
?'

/ IMPACTED. THEY WILL LIKELY NEED TO BE APPROVED BY
AND PERMIT'T'ED BY THE ARMY CORPS OF ENGINEERS.
KEY
APPROXIMATE LOCATION OF
JURISDICTIONAL PERENNIAL
CHANNEL S

FAR r

e

\
vJ\
r„ ? ? ? 1 APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT 9. .,
CHANNEL 309 parking ?D

NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reed Creek Drive
Environmental Consultants, Inc.
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
JUL 12 2000
S&EC, Inc. 99-2-1305
July 11, 2000
Raleigh, NC 27607 (9tOOP
rVX UR`1.ITY SECTiL?h
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U.S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (+ 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely,
k46-*
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Corps Action ID: 200030333
Nationwide Permit Requested (Provide Nationwide Permit ft NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2"d Street, Northwest
Subdivision Name:
City: Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agenfs name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-Ryhne Boulevard South off of Interstate 40 Left onto 19th Street
Drive SE. Site is the property east of the Convention Center on the opposite side
of 19th Street Drive SE Hickory Catawba County NC See attached location
map.
6. Impacted or nearest stream/river:- Tributary to "Clark reek"
River Basin: Catawba River
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: A___pproximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before: After:
(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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer, topographical features dictate the most economical
lacement of the proposed facility- and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill The city of Hickory
is also_reguirmg an extension of 19`h Street Drive SE by the developer.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
1
Owner's ge s Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted
vp-p'-?q -
SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.5-W8115/7.5
1970
AMS 4755 111 NE-SERIES V842
M+ ?
r I??
Vet=
I? 1 I
i
(-
. -c
QUADRANGLE LOCATION
,-
.1 6.1
ORS
23y1 -
?g7 .86
9 75
975-

11000

m?
flvj
/ 1025 1 -

99

n. IOJri.L' 47 L I .

EET
`'1, ?' }ot s s
3
'17.5 1
3a. 96 1 ufiS 1

l r
4A
O
160

8473 - - ::-
?_
.
;y
l
SOIL & ENVIRONMENTAL CONSULTANTS, INC. f
PROJECT 99-2-1304 5

??
E
' PRELIMINARY WETLAND APPROXIMATION MAP
SUITABLE FOR PRELIMINARY PLANNING ONLY.
S@EC RESERVESTHE RIGHTTO MODIFYTHIS MAP BASED n O I

,
1, ON MORE FIELDWORK, SURVEYED DELINEATIONS, OR
ANY ADDITIONAL INFORMATION. APPROXIMATIONS
3
WERE MAPPED USING TOPOGRAPHICAL MAPS AND
D
T
/ pU? ;,••
/\
IMPACTE
THEY WILL LIKELY NEED
O BE APPROVED BY
AND PERMITTED BY THE ARMY CORPS OF ENGINEERS. \? \ '\
/
?.
/

KEY
APPROXIMATE LOCATION OF
. ?.

?"\ ?

`
?V
o
: •i
JURISDICTIONAL PERENNIAL
CHANNEL
[ .
F/R

?- s • -` APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT L
...-
9.
\
f
CHANNEL 306 P.,king D? ~

I
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
5 c _WS&EC, Inc. 99-2-1305
. July 11, 2000
I `Z 2000
NCDEHNR - DWQ JUL
1
Attn: Mr. Todd St. John
4401 Reed Creek Drive NW (RQUP?
Y WATER QUf;1.ITY SECTI..
Raleigh, NC 27607
Re: DWQ #991425, Catawba County (Cripple Creek Investments (formerly Mauser) Site
Dear Mr. St. John:
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U.S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (+ 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/l/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely,
l? r7? ?/?7 ?G
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Corps Action ID: 200030333
Nationwide Permit Requested (Provide Nationwide Permit #): NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2nd Street, Northwest
Subdivision Name:
City: Hickory State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agent's name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Leno_ it-Rvhne Boulevard South off of Interstate 40 Left onto 19th Street
Drive SE. Site is the property east of the Convention Center on the nnnncita
Of 19
map.
E
N
e
6. Impacted or nearest stream/river:Tributarv to "Clark reek"
River Basin: Catawba River
7a. 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-
M? YES ? NO ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: Approximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750 ' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours):
Width After:
Average depth before: After:
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel: 0
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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Tvoical equipment for grading of --construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer, topographical features dictate the most economical
placement of the proposed facility-, and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill The city of Hickory
is also requiring an extension of 19`" Street Drive SE by the developer.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scabs should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent:
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
f. If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
1
Owner's ge s Signature Date
(Agent's signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted
rii
?`, r ?' i ITS J \ .
2
t:I
IJ
11V ?.
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.4-W8115/7.5
1970
AM$ 4755 III ME-SERIES V942
QUADRANGLE LOCATION
SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
ORS \
97
_ e>O•>a
975
1000 -
1
J 1025
r/
%I A
99 1
.,? TA Tf \

19 S EET
341'_._
17.
/Q 38. 9
\
Q
'b
1
4A
1
1630 J

84 73

SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304
PRELIMINARYWETLAND APPROXIMATION MAP n
SUITABLE FOR PRELI9NARY PLANNING ONLY.
-? S&EC RESER VES THE RIGHT TO MODIFY THIS MAP BASED
I: ON MORE FIELDWORK. SURVEYED DELINEATIONS. OR

IN
ANYADDITIONALFORMATION. APPROXIMATIONS 1
WERE MAPPED USIN
G TOPOGRAPHICAL MAPS AND
GROUND TRUTHiNG. IF THESE AREAS ARE TO BE
IMPACTED. THEY WILL LIKELY NEED TO BE APPROVED BY
/ AND PERMITTED BY THE ARMY CORPS OF ENGINEERS.
KEY
APPROXIMATE LOCATION OF
JURISDICTIONAL PERENNIAL
CHANNEL
APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT
CHANNEL

r•; \
P 3"
87
?.
I
Q,
°
IYS
1 ,
6. 1 wris ` I
`9751
il?l'rS
o '
?i
Parking
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
NCDEHNR - DWQ
Attn: Mr. Todd St. John
4401 Reedy Creek Drive
Raleigh, NC 27607
Re: DWQ #991425,
Dear Mr. St. John:
S&EC, Inc. 99-2-1305
July 11, 2000
Investments (formerly Mauser) Site
The purpose of this letter is to revise our client's previous request for impacts under Nationwide
Permit 26 and its general 401 Water Quality Certification for the project known as Dent Miller,
Mauser Property, Hickory, Catawba County, North Carolina. The project, as currently proposed,
impacts approximately 150 linear feet of perennial Waters of the U. S. The City of Hickory is
requiring an extension of the existing road that ends at the property boundary. The proposed
activity is located within lands now owned by Cripple Creek Investments. The perennial channel
proposed for 150'of impact runs east to west at the northern portion of the property. The attached
site plans and USGS topo quad show the approximate location of the project. The intermittent
channel running north/south is impacted in its entirety (+ 750 feet).
All impacts are shown as approximations on the site plan submitted to you by Charles Davis in
his 6/7/00 submittal. The attached site location map shows the location of the project. The plans
were revised based on the meeting held with you, Mr. Davis and the client on 6/2/00.
Chuck Davis (828-327-2621) is also the engineer who is designing the stormwater facility.
Please call him with questions regarding that issue and final site plans. Based on the revised plan,
no mitigation should be required for the project. The Corps permit was previously issued on
2/1/00 - Action ID# 200030333 for more impact than currently proposed (i.e. 275 feet of
perennial channel instead of the 150' currently proposed). If you need anything else to issue the
401, please call.
Sincerely, 1!
-X6? __ ' t ,
Kevin Martin
KCM/mag
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species

JUL 200U
Charlotte Office: [phone] • Hickory Office: [phone]
DWQ ID: 991425
Nationwide Permit Requested (Provide Nationwide Permit ft NW 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 should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailing Address: 361 2"d Street, Northwest
Subdivision Name:
City: _Hickory State: NC
Zip Code: 28601
Project location address, including subdivision name (if different from mailing address
above):
3) Telephone Number (Home):
(Work): [phone]
4) If applicable, agenfs name or responsible corporate official, address, phone
number:
Soil & Environmental Consultants, Inc. Phone: [phone]
11010 Raven Ridge Road
Fax: [phone]
Raleigh, NC 27614
5. Location of work (provide a map, preferable a copy of USGS topographic map or
aerial photograph with scale):
Corps Action ID: 200030333
County: Catawba Nearest town or city: Hickory
Specific Location (include road numbers, landmarks, etc.):
Take Lenoir-Rvhne Boulevard South of of Interstate 40 Left onto 19th Street
Drive SE. Site is the property east of the Convention Center on the nnnnqifp
11
of 19
map.
E.
N
6. Impacted or nearest stream/river:- Tributary to "Clark Creek"
River Basin: Catawba River
7a. 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 ® If yes, explain:
7b. If the project is located within a North Carolina division of coastal management
area of environmental concern (AEC)? YES ? NO
7c. If the project is located within a coastal county (seepage 7 for list of coastal
counties), what is the land use plan (LUP) designation?
8a. Have any Section 404 permits been previously requested for use on this property?
YES ? NO ® If yes, provide Action ID number of pervious permit and
any additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES ? NO ® If yes, describe anticipated work: No additional permits are
anticipated.
9a. Estimated total number of acres in tract of land: -Approximately 21 acres within
proiect area
9b. Estimated total number or acres of wetlands located on project site: Approximately
150 linear feet of perennial, running east to west at the northern portion of the
property and 750' of intermittent channel running north/south see attached map
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 acres of intermittent channel Excavation:
and 150' linear feet of perennial channel
Flooding: Other:
Drainage: Total acres to be impacted: 0.05 acres
750' intermittent channel, 150' perennial channel
10b. (1) Stream channel to be impacted by the proposed project (if relocated,
provide distance both before and after relocation):
Length before:
After:
Width Before (based on normal high water contours)
Width After:
Average depth before:
After:
(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?
Stormwater pond proposed to treat development site only, not to impact waters of
the US. Pond proposed off-line. See attached site plan.
What is the expected pond surface area? Previously submitted by Charles Davis
12. Description of proposed work including discussion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
Construction of road as required by the city of Hickory and commercial
development of remainder. Typical equipment for grading of road construction will
be utilized.
13. Purpose of proposed work: Provide access road and allow for the development
of this commercial property.
14. State reasons why it is believed that this activity must be carried out in wetlands
(include any measures taken to minimize wetland impacts):
According to developer, topographical features dictate the most economical
placement of the proposed facility-1 and cut and fill requirements and dimensional
aspects of site dictate placement of buildings and required fill. The citv of Hirknrx,
is aiso requiring an extension of 19`' Street Drive SE by the develo
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or
National Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
Completed by USACE as needed
16. You are required to contact the state historic preservation officer (SHPO) (see
agency address sheet) regarding the presence of historic properties in the permit
area which may be affected by the proposed project. Date contacted:
Completed by USACE as needed
17. Does the project involve an expenditure of public funds or 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 ?
b. If yes, has the document been reviewed through the North Carolina
Department of Administration State Clearinghouse?
YES ? NO ?
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance
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 or 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
streams (intermittent and permanent) on the property must be shown on the
map. Map scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or
their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? Commercial
If applicable, what is proposed method of sewage disposal? Existing
Sanitary Sewer
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental
Management (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 program.
l
Owner's ge s Signature Date
(Agenfs signature valid only if Agent Authorization Letter from the owner is provided
(18 g.)) Previously Submitted

SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
HICKORY, N C.
N3537.5-W8115/7.5
1970
AM$ 4755 111 ME-SERIES V842
u xi?o_?u
s
t,
i?
S]

QUADRANGLE LOCATION
4
ORS '
?g7
SAC
?97
\.r 5
.nsTq T f -
"11i\
r
23?I -
.86
Jt
\\ ?975?
% 1000

I I / N
I LL//f, " 'PJ. ' ' 1
1
1025 ?, -

ro .o

; -
IQJrZb• ;7
IS'J
' ( .

y1?
S EET
5 Z
?, ??
34
17.5 ` ?
,0 38: 96.1 UJF;$

\
l f
4A
1630 ) ..r.. .ir.

8473 C.. - _

SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304 5

L
' PRELIMINARY WETLAND APPROXIMATION MAP
SUITABLE FOR PRELIMINARY PLANNING ONLY.
S&EC RESERVES THE RIGHT TO MODIFY THIS MAP BASED O I
I. ON MORE FIELDWORK, SURVEYED DELINEATIONS,OR
ANY ADDITIONAL INFORMATION. APPROXIMATIONS
3
•

WERE MAPPED USING TOPOGRAPHICAL MAPS AND

GROUNDTRUTHING. IF THESE AREAS ARE TO BE /
p

? -?
0
'

/ IMPACTED, THEY WILL LIKELY NEED TO BE APPROVED BY
AND PERMITTED BY THE ARMY CORPS OF ENGINEERS. ??.

KEY
APPROXIM ?U
ATE LOCATION OF
?? ?• JURISDICTIONAL PERENNIAL
CHANNEL

' .
FAR ??

.
s
a
_ _
APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT ..
9. ..?:
CHANNEL 306 parking D

er
MCDENR
DIVISION OF WATER QUALITY
July 14, 2000
Memorandum To: John Dorney
From: Todd St. John
Subject: Dorothy Mauser
Catawba County
DWQ# 991425
I have reviewed the stormwater management plan for the subject project. The applicant
has proposed a pond. The pond is approximately 1/3 oversized in regards to surface area.
However, the pond is approximately 1/10 too small regarding temporary storage. My opinion is
that surface area is more important than temporary storage and as such we should not require that
the pond design be revised again. The pond appears to have a vegetative shelf around most of the
perimeter.
However, the applicant has indicated that the pond cannot be built until the road is
extended because the fill from the road will be the side slope of one side of the pond. As such,
the applicant has expressed some willingness to post a bond or similar mechanism to ensure that
the pond will be constructed after the road is extended. The applicant predicted that the extension
will be conducted within two years. As such, if you agree to this condition, I recommend that the
401 Certification be issued with the following stormwater condition:
An additional condition is that the stormwater management plan dated July 10, 2000, that is
hereby approved by this Office, be built and implemented before any permanent building is
occupied at the subject site. If the road way, that is currently designed to comprise one of the side
slopes of the pond, has not been extended before any building is ready to be occupied, the
applicant must post a bond or similar financial mechanism (as described below) to ensure that
the pond will be built. The details regarding the bond or similar financial mechanism must be
approved in writing by this Office, and the bond or similar financial mechanism must be in place
before any permanent building is occupied. In any event, the pond must be constructed and
operational within 30 months. of the date of issuance of this 401 Water Quality Certification
whether or not the road has been extended, or the pond must be constructed and operational
whenever the road is extended to the point where the above mentioned side slope is in place,
which ever occurs sooner. If a bond or similar financial mechanism is not posted, as described
above, then the stormwater management pond must be built and operational according to the
approved plans before any permanent building is occupied.
07/11/2000 17:11
9198469467
S "EC
FACSIMILE SHEET
FAX NO, [phone]
PAGE 01
DATA: Project Number19,41- - 13,06
Ti0 NAA?[E:. ?.CId ': r1 CC:
COMPANY; bwn
'FAX NUMBER:
FROMoi n',tn /? Gc,n SUBCT:tK4Ltf
The•'?Ilpwing items aTe;being fazed. Nuniiber;of .pages,`includfx?? tra?smitta'I sheet:
For You r Cant eft/Approval F' Your nformaticrn
I?er' Otlr Conversatioin Per Y'our' i?quest .
Please Advise ilea§e. Cali
Woutd Lice To Dismiss ^ . Please Hindle
I-€'A12'1? ?C?PY SENT: ? i.
IFS. Reg4lar Mail :H?rRd.Ue?i?rery
' 'Over sight ; No Hard: Copy Sent }
REMARKS:
•1
I 'Y(XJ IjAVE ANY QUE 'IONS.OR'PnOBLEMS WITH THIS TttAl M-JSSION,
P ?'I;'ASE CONTACT. '' - AT (9 9) :89 ey-5900.
>FC ' NrIDENTI'ik-LITY NGrAiC£* ;.:
TWs lrt iurnimion is int'Moil miIy fix the uw (if the. u,divi4iliftor onuty to Which it'is-u4 4re"i+d and n,ay contaitr •.,;? "i
iitlcttCii?ii :ll,cat iS ?rivilc?,ed:xrixi c?nfidrentifl(. kf.thi;.reziiiujr of this n,i u?agc iti ??ui lhC,iAl?Hltd t(u,iffetlnt, yt
:r,t,r+y, Thal a!tiy di?i:lnsttt:::cfislcit+'ali,in..or rc',wyiitZ;!<i( this ink)rnlAlian ic?:Yrit':iy,j?,r?iuio;tnc?. E;f ynv hu?v? •,"
r?.tei>iaexi.tl,i tr?t'nyiZlisSieltl in erri?r;<.jilt?.tsc! nt,lify tminviuidjte! by i'lopln,nte.t?,d'rtlyrn'.l'hc.(urchi umcrits'Ltt .;.;
:61 Owe Agave adalross via dw t iiai{cc3 $lillt!ti.l'ptil41E sorvict'!.
W'ri1St](i.t?CI1t1C:itlt,!i ?crnilltllig?fdti(isilti(1c1 SpiO'he Eyal.vaticmx 1 On-Siu $6ptic,Sxxien?s r}viia?!r?cnta{Axscsxmenls?A+t??ttsr.
Nru?e t3usin?aistl W.itinhcd 13ufft:r.,'[vllealions Grc>Ultdwstcr•.l.iyi?i•?lo?}?• '.fstt?:d Sjicci?t •; ;,a•:s;?

(ltarlattc 0fCucr.(7A4)'SI:6-3922 lliCkaty 0txicc: (R2N) 312-7yt11
1
07/11/2000 17:11 9198469467 5 EC PAGE 03
DWQ ID: 991425 Corps Action ID: 200030333
Nationwide Permit Requested (Provide Nationwide Permit #): NW, 26
Pre-Conshuctidn Notification AppReation .
For Nationwide Permits that Regaijr&-
1) Notification to the Cops: of ::Enginneers.
2). Application for Section-401 Certification
3) Coordination with the NC Division of Coastal Management
Sind the original and (1) copy of this completed form to. the appropriate field office of
flio Corps of Engineers (see agency addresses sheet): Seven (7) copies should be sent to
the NC Division of Environmental Management (see agency addresses sheet). PLEASE
PRINT.
1. Owner's Name: Cripple Creek Investments, LLC
2. Mailhig Address: 361 2"¢.StrOet, •North,,?,
Subdivision Name:
City: -Hickory State:' NC Zip Code: 28W
Project location address, including. subdivision name (if different from mailing address
above):
.3) Telephone Number (Houte): (Work): [phone]
4) If applicable, agent's vame or responsible corporate- official,•address -phone
number;
Soil & Environmental Consultants;, Inc." Phone: (919).84&5900
11010 Raven Ridgb-Road Fax: (91:9) %846:9467
Raleigh, NC 27614
:5. Location of work (provide,a map; preferable a- opy of USGS topographic map or
.aerial photograph with scale): '
County: Catawba - Nearest flown or city: ' Hick*
07/11/2000 17:11 9198469467 S EC
$peqfte Location (include road numbers, landmarks, etc.):
PAGE 04
&.
• ARYQF.'M1l?'?S„??li 'I??CHr?iM?r?'??y?f - -
"I ,,,,yyam? lvcafied' tear class ied' a tr tida Saltwater tSA), quality .
afie Q ; •o tf?tand resource waiters <ORW); water supp y'(N'?. ;or W
7 YES ? O ...: If yes; ezpW)V.
y' .
-1?
'Y
?r
.y

n
ii
I?
„r6
.10
acted or nearest stream/river; ;
07/11/2000 17:11 9198469467 PAGE 05
9b. Estimated total number or acres of wetlands located on project site: AMoximately
1501inear feet of perennial running east to we$t of the ngtthern :rtiot:ofe
prooerty and 750' of intermittent channel runnirtd north/south.. see: attsched_
10a. Dumber of acres of wetlands impacted by the proposed projcct.by:
Filling: 0.95 acres ofl g?e_r ' iahannael Excavation:
and 150' R sear feet of 'ggennial ? channel
Flooding: Other: ;
Drainage: Total acres to be impacted: a.0.5,•a&tz
750 lntermittentchannel; 15V-pere'naiaWchenne!
lab: {1)• Stream channel to' be. impacted b.:-the proposed project (if relocated; :
provide distance both' before and after relocation):
Length before: Ater:
Width Before (based on normal high water contours):
Width After-
Average, depth before: After:
(2) Stream channel imp, 46 owiii• reselt from: (ch6&- all that apply) .
Open channel relocation: Placoment of pipe in channeit .?
Channel Excavations © Coristruuc ioii of•a Dam/Flooding:.
Other:
.13. 3f constructiori.vf'a pgnd is.-proposed- what t}e size of the. watershed;ctrainingto
.the pond? ..
d-propo sed toare. v to eftV ke only. n• t.4o.im ac'
StorfnwpJQr=rj
Cie k1' Pond' o.roaosed brae. Seecliew;.' Q plan.
What is. the.expected:'pond'surface area? Jefiev subrrNtted:: bv: des .©auis
07/11/2000 17:11
9198469467
S EC
I2 Descriptiou of proposed work including discWion of type of mechanical
equipment to be used (attach plans 81/2" x 11" drawings only):
PAGE 06
1$. Purpose of proposed work: Provide j Mss road and allow for the.011Uelo=611t
o this r!Mercial t e
14. ftte reasons why it is believed that this activity must be carried out in wetlands
(mclude any measures taken to minimize-wedand impacts); .
A
15. You are required to.contact the U.S. Fish and y*uOfe Service (MFW$) and/or
National Marine Fisheries Service (NMPS) (see-agency, addresses sheet) regarding
the presence of any federally lis or. proposed °for listing endangered: or
threaded species ar critical habitat in -the permit. area that may be .affected by the
proposed project. bate contacted:' (attach responses from these agencies.
Completed by USACE as needed. _
16. You; are required to contact the state historic preservation officer, (Sly) (see.
agency-addiess sheet) regarding the presence.bf historic properties-in the permit
area. which' may' be affected by. the. proposed project Date contacted:
Completed btl UgAd at:needed.
17: Does the project involve an expeltditure of pubkc .funds or the use. of pubic (state)
IandT
YES Q NO ? If no; go to'18.
a: If yes, does the project.reguireyrepapatiaa of an-environmental document
pursuant to the requirements of the NT^ r-' rislin- a Environinen:W.Pohcy .
Act? a
YES ? NO.

07/11/2000 17:11 9198469467 S EC PAGE 07
If yes, has the document been- reviewed through the North Carolina
Deparbnent of.Admiuistration State Clearinghouse?.
YES Q NO Q
'answers to.17b is then submit. appropriate dacumentatiori1roin,the state .

aiiagement ?regaxdt ig compliance
clearmgliouse to division'of environmental 'm
Folic
Act
with the 1VortTti Carolina ?viroumepolicy

Questions regarding ? Stafe Qearinghotise review Process sho?d° b? dbected to
1V.ls:.Chrya &ggett,Director State. Clearingh u e, North'Carolina Elepartment of
Ardnriitistrati 116 West Jones Street, Raleigh,, North Carolina 27643-3003,
telephone (919) 733+6369.. '£

18: 'The follo?vittg items, shuWa lie included w thaisr application if proposd activity
,•
i?Olves the'discharge' of e?CC.ava.. or. fill ?tafie rial: i wefilancts:.
a. . VVettand dei azeanon';map showing all; we . ands, streams; lakes ao. ponds an
•
29: aril '39)::An.
the property (for Nationwide Permit no#i 0 ra?14,18, z1, 26;
streams (interm tbent and pax- manent) on: tie property ,mwt be slot" I
n?ap:. Map scales should be 1 inch equaJ.s Q feet or.l iil,ch e p als feet or ;
ttaeir.quivalen# ;
'b. If avallable, representative phdtograph of Wetlands .#o be inipa ' project.
c. If dellneation,?vas performed by a°•E.onsu*nt, k4ttde all .data sets relievant
to Ow placement of the dobnea# Une .
'if Hired.
d. Attach a copy of the storoi water mai.a req
e. Ir?r'hatis -land used of surro +cling.prope ?• . ComrneFGial; •
f. I# applicable, what is prO .o$ed.method.df"sewage disposal.? Exis#i
Saciitary Sewer a
g: Signed and dated -agent authoriaion.lcr, if applicable::

Y

07/11/2000 17:11 9198469467 S EC PAGE 08
NOTE:. Wetlands- or Waters of the U.S: may not be "impacted. prior to,
L - . •• Issuance- of a Section 404 Corps of Engineers Permit,
2 Either, the issuance or waiver of . a 401 Division of EnviwnMentid
Management (Water Quality),certification, arid:
3 (n. the twenty coastal tounties only)- A letter, from, the ,North Carolina
.Di vision 'of. Coastal Mauagm:ent stag.ihe proposed- activity is. consistent
with the North Carolina Coastal Maino o ±441 i)rogram.
Ow1wes : s Signature Date
(AVmlf s signataxe'-valid only if Agent AuthonzatW# Letter from.. the otiwxwls provided
(18 g.}} l'ieviously 'Submitted
y
i
4
07/11/2000 17:11 9198469467
5 EC
s Vic.
MA[TSER.:FROVERT'Y
4.4.3l5)'
(S&EC,'*C. "4-4-305)-

- ;i

•r
?
r«•
•

rf ,?

r `, ..

PAGE 09
PAGE
Project No. DWQ 991425
Project Name: ! Masser
7/14/00
SUBMITTED DESIGN:
elevations
Bottom of Basin (ft)
Permanent Pool (ft)
Temporary Pool (ft)
areas
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
volumes
Permanent Pool (cu ft)
Temporary Pool (cu ft)
Forebay (cu ft)
other parameters
SA/DA
Orifice Diameter (in)
Design Rainfall (in)
Linear Interpolation of Correct SAIDA * * *
0/t Impervious
Next Lowest 70
Project Impervious 70.0
Next Highest 80
REQUIRED DESIGN:
status
5 ft. depth ok
1.51 ft. depth ok
M 988
993
994.51
MvL inc Cif a? dC"/
21563 sq. ft. ok ?y
70.0 % -
23957
23.92
16.74
59106
55354
23262.
0
12
1
59031 cu. ft.
39.4 %
2.07
3.28 cfs drawdown
0.2 day drawdown
5 ft. Permanent Pool Depth
SA/DA from Table
2.07
2.07
2.38
check temp( Io d'` ""?
check forebi IZoo ???
OGt qs ?l i? a4ce*J
check draw(
l f, ,
4" r r .A n T I- Cf r r T% A T ?'rAI r" r9 r:'
???,pp•Jr?yx.??p ? yrrBy PL /.1??q. ?,p? l??g'? g??..{?y? g.?..?gxe ?r, RU ? A
P q?
l''a 6? ?, A A•' N •8 S_. Af ?•`F ff'.,7 iF F•R,: 'St ?9f NT R _
EN GL
P .O. 1691
RICAU-RY, AR-7
Debit Miller Hip koEY '"e-
T,,1? 17 7 2nnn
A' culations for Wet Detention Pond:
A 23.92-acre site with 16.74 acres of impervious cover.
829-3-27-2621
FAX.- 8.x, 21-0931
r. er-JU`?.1Y.1?.a?? ??pp
L.' adplanOconninc.com
E
1. % impervious =16.74!23.! 2 = 70%.
2. Assume an average permanent pool depth of 5 feet
3. From the chart, with 70% impervious and a 5-foot depth, the SAJDA ratio is given
as 2.07° n.
4. Thy! required s?!?fare 'ea ysrn?elcl the F1P_.:
(2.071100) 23.92 ac. = 0.495 ac. (21,562.20 sq.$)
'Sim ace ai La at pool elev. excluding fore bay.- 23,956.199 sq.$
Finding the volume to be controlled from the 1" storm:
The design runoff-volume (the :eater T'.,ality pool) to be controlled must then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Fxaamp l_e.: A%% in, on s•he same 23.92 acre, 70% aim ervin?tg site.
Using tue riiriiu'volcie 4aleul;ation in the. "Simple vieuaoca, ;a` described UY zYmueier
!1 DgTt• •
•ny? n nr a non rrt
KV = U. U_? +
U.UUY il)
Ph runoff coefficient = storm runoff (inches)/swim rainflall (ixn&es)
I = percent Impervious = Drainage area (acres)/Invervious portion of the
drainage area (acres)
Iu uInus example:
Ry = 0.05 + 0-009 (70)
F.v = 0.68 (inche&I
. , .
For the volume that must be .controlled:
VVIVlD a '? i,/ 1 CLLUf??*0. 6fJ(113Lh'?usN? *J,11 XA. ??h?i4?.-W "A'w?ihesg * LL_T2
?Jc.i?cmr? =1,77 acre. -feet or 55,321.2 en ft
Provided volume in 1.51-ft depth 55,343.8 cu.fL
Th:M volume m?i-l-t be drawn + -,--,, n o,%,-V3' a P-Priarrl n#'t, to t P ?j m.
See "Detail Sheet" for calculations on draw-down.
Fore bay to be 20% 0-i permanent water gAity fool basin volume.
Pool 59,106.07 cuIL X 20% =11,821.24 cuA
23,261.86 cu_ft provided in fore bays.
`"4f,1111i
10 ?106 AR r
elL a .L. avis,
N'2a03''-• °
dei?r?oaya,a?3a

State of North Carolina
nonart-ment of Environment
and NattIrnl Resour -es
Division o Water Idualiiy
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. canaries H Davis, Jr., PE
Atlslntir'Plsrn •Rrtneerin."
PC no:x I?'-9 i
Hickory, NC 28603-1691
Dear!&. Davis:
P' Cy '41r ,, Op/
i
AMWWAPkTWr,?WbAilft
D IT= I&INE R &
Divi-i-n, of Water 01tality
June 21, 2000
5ubiect: Stormwaterl~ementPlans
r--VTQ Project Yo. 10011.425
Catawba County
JI 4 20M
t
The Wetlands Unit staff reviewed use sly[ liiwater rionaget`tient piaiii fur lire subjeu projec=t mid determined
that additional information is necessary to complete the technical review process. The required additional
infamation is as follows:
Permanent Water Quality Pool, Temporary Maier Quality Pool
Tile PerCCimmen pool s'i race a~t ea to drge area ratio l`SPAD "i for a 5 foot average pen- u iertt pool
e--
depth pond that is tributary to an area that is 701/1o impervious should be 2.07. Your submittal
a; .Cnna + n m .;.....r i QA ,....... A «.. A,.,r.,.,,, ; . e? ?.., . .;., a r... a .. r r ,.. ? .
1luIcKt U tffi= !Ll 1-a'La AZ=1?.LLl Vl A ._ V to 63 LL7cu LV =,A,Jilt uJC 1cl?LlLtcu BLit lOLC GJCd `R--A.Wl cl JLC
I?7C'.DENR 5rorrrnt?z<r .?e? g?m?rd r''rrzeticcs ?dcrracxzG, April 1999 :?
Also, please submit plan details of the pond area at a scale of 1:50 or less.
2. Draw Down Orifice Diameter
lue t.u?ttietri of Otte of utoe riiu5t ve W;'.)-'U s.o cat axr uurrtt ittr ieiitpurzuy Yra"s.er l{ti3tity pool vol-La-L-Le- UL
48 to 120 hours. Please submit calculations to show that this will be achieved
Forebay
All stcrrnwater wet detertion basins are required to have a forebay to facilitate TS5 removal. The
frgPhm7 rhmild hp RRnnrn-rirrtRtPly WMA n fthP t_ntAl hRSin [7olllme. PrfFrnnrP NfM .? L C tnr 7T I- trr
rJ_l ar-_ rt__r.:__- ve_. r n_._! -nnn rlt____?_ t?._ ._ ____ 1. •_
mat nrtrara;gcirrciit rr4attc,ca AWrtit tt I?rs rteaae t evise its ert?.tteeitrtb ptatt; ?o uteet tttLS
r equiuemert
4. FanergencvJ1.3aintenance Drain
An emergency/maintenance drain must be provided to dray; down the permanent pool volume.
Reference NCDT22TI S`tor7r-y to Rm -t 1,aZYPffc- - t P-w- ctieff-- M2Faf^ , - April 19W. Please specify
this on tie engineering plans.
4401 Reedy Creek Road, Raleigh, NC 27807
An Pniml Onnnrhinity Affirm?tiva Antinn Fmntnvar
Vegetated Side Slopes
6.
7.
o.
Telephone [phone] FAX [phone]
n°i rpryrlprir 1n%nnst-rnncssmprnnnpr
The basin side slopes above tlhe permanent pool down to the vegetative shelf must be stabilized with
vegetation and side slopes no steeper ffim 3:1 (Wrizarital to vertical). Laridscape inforrnstion rri>;t
be clearly stated on engineering plans.
Access
.U-cessto ute poriu ritil5t U9 t?uecpInie to allow LO ittriut%eli ice of ttta vasut ariu a55t3?aieu yt alt rt es.
Please specifv access routes on the engineering plans.
Drainage Area
-Wet detention basins n= be designed to treat all of the runoff draining to the bash- Please
tialirleatp t1~ie drainage arPR int_l,itiirip nffri_tr- rlrainagp to the basin It is not clear hove the Inv. r
portion of the site will drain to isle top of the pond
Operation m-LudIvIaintermce Agreement
An operation acid rnairtter.-rice ate, eem== is regdired. Tr-phcal regnrernp= fcr art operation and
maintenance plan include the following:
Vegetation managementfmowing schedule
Semi-arirtual inspections
° Debris L'heck at Le7 every s`uTti event
Benchmark fcr se diment removal (specific elevations listed)
Designation of a responsible party
The ApojinnW rim in?ann`o ?? ?flrw?n? n?,..?cam aleQ bn ?iorio?) b Jr ?ha r`xY-ilrle Ya-"r &'i
notarized
Division wetlands unit staff will strive to complete a final technical review within 10 wor3 ing days of
receipt of the requested information Completing the enclosed worksheet will greatly decrease the staff
revieir tii-rte. it. jvti 1'i3ve al;y rji.iesiivrts 0F wv'utu tuna to oust=uss taus F?rojeci., ptem e wtus.i. rate xis (Pt ?j
733-9594.
Sincerely,
m_U UJ 11 ? r•.
1VL JUtl[l, Yl'.
Environmental Ene:ineff

rr. Toh_r_T)nrrwvsWrtlandg4r)1 Unit
Mooresville Regional Office
File
w , f.f

P ? ??'F L
A
MUp
JLJ.A Y `LV.S1
P.O. B01YI691
C OR JYa 2000- 0,91
Dent Nfiller-Hickor, Site
july 12, 2000
?c1luiailu fvWet iiwtLt1
ond:
on-I
A 23.97-acre site until 16.74 acres ofi?ervious cover_
.FAX [phone]
-Cr'-JWFL. ai1p1mQcanninc.com
1. % impervious =16.74!73.97 = 701/x.
7. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 10% impervious and a 5-foot depth, the SAADA ratio is given
as 7.07°'x.
4. !he required sitmface area would then die:
(7.07!100) 73.97 ac_ = 0.495 ac. (21,562.20 sqA)
Jm fface area Apo of el -T,. e:cludi gfoie, b yrs d"32,95 6. 99 sq.ft.
Finding the volume to be controlled Tram the 1" storm:
The design tr:noff vol=ume (the :eater pool) to be controlled =-t then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shov,m beIow:
RXamp le: / gains on tbe. same 23.97. a,rre? 70% immn. e?rvions site:.
TT-: fe rum-M, Yolume Cale-L-datioit ifl `,tee "311-uple lvieihou as desiTlUed b ZSCU'Helez
(199-7):
1w = U.U U.UUY ji)
RN7 = runoff coefficient = storm runoff (I ches)/stair' rai hall (;inches)
I = Percent Impervious = Drainage area (acres)/Impervious portion of the
drainage area (acres)
In ti'"s example-
Rv = 0.05 + 0.00- _9 (70)
Rv = 0.68 (inchesi j
,,,1
For the volume that must be controlled:
"47olxaiue rainfall * 0.6B (inch--O * 1,1121 (feevinuliis) * L2.4?
Vol Imp. = 1 77 are feat or 5' 171.7 rii f
Provided volume in 1.51-ft. depth 55,343.8 acu.ft
'Mis volume roast be drajt-m dov-, P. over a period of two to five day
See "Detail Sheet" for calculations on draw-down.
Fore bay to be '410% of permanent water cfaality fool basin volume.
Pool 59,106.07 cu X 20% =11,821.24 ti=uA
23,261.86 cuA provided in fore lays.
0?QS??e?t i?
,* AR

.- "!rr .A "r 7: V Tr T% A Tmart rrb " r:°
vU e R ,r, 5 AM "-IV10, .LTA., dC. ?.

P. B7. I 1691
Dent ? 'ills. ler Hiekar Site
]',itv 1'7y 7000
vgIcU.,raai,,,"n.?i fbr vx7; t DetUUtlon 3 vnd:
A 23.92-ac=re site vn' it 16.74 acres of impervious cover.
82Z-127-26.21
ECY. 828,327-093.1
S' 1 A' ffY
-c--id .agu?lan(?D,coroiinc.carn
1. % in penious =16.74f23.92 70%.
2. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 71(M impervious and a 5-foot depth, the SAJDA ratio is given
as 2.07%.
4. The reanimd smrrfn,re. area would then he:
(2.07l100) 23.92 ac. = 0.495 ac. (21,562.20 sq.fi.)
JWitnlh?i C'1rLll L'A+L pVhl1 elti Tr. LALl•mg i?.li Ski ?C?1?7v % 3,956.09 0-q.k
Finding the volume to be controlled nom the 1" storm:
The design runoffvolume (the :eater qma- v pool) to be con±?olled m st then be held in
the pond above this pool permanent pool level. An example of finding this volume is
sho-vNm below:
FxAmple.: Again nn the same 7.1 Q. a"e:? 7M. a?e?^?rinr?y site!.
TT-' cL_ t5C-_t__ 1___t _i _ ?t "Simple t_-- i.'_
Using ulC F-LYRO. vollil-ile [:'cilculallon in 'Lue Simple ltiCkl OU a UC*UIVC4l vy Mhuelei
11987):
ice = u? 5 + O.u"0Y ti}
Rv = runoff coefficient = ew m runoff (i nchl-r-'sYst,- "xi I x atitfaH (inches)
I = percent Impervious = Drainage area (arres)/Imperviow. portion of the
drainage area (acres)
L^ this example:
ttv = 0 M + 0.000 (70)
fiv = 0.68 Onchesil

For the volume that must be controlled:
V; Iume =1" rainfall * 0.6121 (inches/) * 1!12 (feet inches; * 22.43 a reg.
VaI i-imP = 1 7.7 arse. fe.e.:4 nr ? 5 ?? 1 7 tsar f
Provided volume in 1.51-f1. depth 55,343.8 eu.f1.
This volume !Y!'?'..st be dram?n A-olj n over a. period of two to:'-%,,e dwys.
See "Detail Sheet" for calculations on craw-down.
Fore bay to Ve 20i'ia of permanent water yuaiity fool basin volume.
Pool 59,106.07 cL,.ff u 20% =11,821.24 c,-,.fl.
23,261.86 euA provided in fare nags.
01111111
0%` ?fe
?FGAROI
? ales L is 7 11 .
N X2;,03 S ; :-
0 ?i ym
•d®,, ?? ?? f-(. FJ t°•' gay ?
4-
VETLANDS OT _
. 3ATER OUA I Y SECT?n±:
,t"TT ,A 71 T Tv V rr YN .A I V, T Ar9 Yep s"
P-A
.a...ra v w.s.at v
P .O. 1691 . YUY 82S-. 2 --093.
38A'a^+ s' RTT T.C -.? 1-or79 iF . f -E*-1? dA 7£Y( a
..?C?B§.,B'dKF.?fiI..@y 10a.. 2,0603 i.3['?Y.?,. ffflPIt3Tli(Y1.CCrY1Tl]IIC.CATYI
Dent Miller IIicko iiL
T„1•sr ? 7 711t1t1
CalcUlations for et Detention PLO-nd:
A 23.92-acre site with 16.74 acres of impervious cover.
1. °.fc + mrpen,-iou-, = 16.74M.92 = 70"r
2. Assume an average permanent pool depth of 5 feet
3. From the chart, vtitia 10% impervious and a.' 5-foot depth, the SAJIDA ratio is given
as 2'.O rA.
4, ke r- p-a t1tred !?Iil'Ir1v--.. are_'•a 'U4 wind ffien be-
(2.07l100) 23.92 ac. = 0.495 ac.. (21,562.20 sq.f.)
Sii3face a<ea at pvvl ele;T. exch.-::in R fore baKrs 23,95 .99 sq.It
Fin&g the volume to be controlled fi om the 1" storm:
The design runoff volume (the :eater quality pool) to be coWrrolled must then be held 4'
the pond alcove this pool permanent pool level. An example of finding this volume is
sing a below:
?eatnp le; APain, on Lhe. same 23-9-7 acre, 7tr/. impgrvii -, site.
TT?.,_ _ t`l __- _ the 3. LUP, V'..i'hod" les 4__ C _Y..__ _a _..
UsIng uxIB:ru:Rifi volufue CC.'ation iii the ixtai? luarL tauta as 4.a?.: Ulu ?y ??ccu?awz
%,x U#).
i nns nn m
fie = U.U_) U.UUY tf)
es)
P,: ,v runoff cote Aicient = storm runoff (incueWstormt raimIall (inch
I = Percent Impervious = }drainage area (acres)/JhTervious portion of the
drainage area ( acres)
L^ this example.
_Rv = 0 M -1- () .809 (70)
Rv = 0.68 (incuesl)
For the volume that must be ,controlled:
V01 ume -1" rainfall * 0.68 (inches; * 1112 (feet/ Ares) * W) A12 agypt.
Vol}lme = 1.27 acre. Red or 55,37.1.2 cuff
Provided volume in 1.51-f1. depth 55,343.8 cu.f1.
Il3s volume must be drat m.:A?;}zN, ? over to period oft two to five dw s.
See "Detail Sheet" for calculations on draw-down.
Foe bay to be iv° a tiff permanentwater i uAit"y fool bo'sin volume.
Pool 59,106.07 cr:.ff- X 20% =11,821.24 cL-.f
23,261.86 cuA provided in fore rays.
Sol
%* AR
A.JI..KII lei s W-i , Y.,°?L .

?L....,C7[. L:a'.r3 .III. DA VI S n/X"L -U. P
r TTAq. M--, ?8..11F_i?fIAfP?,8aA?1m+ T ktiP'_J?_
P.O. BOIY16.91 FAY- 82"27-0931
09.1 -asa : aritalanQ,caxaninc.ca n
2"O'k 1691
Dent Miller Flickor Site
T7,711 12y 7000
void` ICU. . 7 for Wet Detention sewn d:
A 23.92-acre site with 16.74 acres off(' iV rvious cover.
1. % im pervious =16.74/23.92 = 70"/P.
2. Assume an average permanent pool depth of 5 feet
3. From the chart, with 70% impervious and a 5-foot depth, the SAJDA ratio is given
as 2.07'/p.
4, 'M reanired un-fi o. area would then ber
(2.07!100) 23.92 ac. = 0.495 ac. (21,562.20 sq.I'Lj
Muluch.• CUM at pool LILY. excluding for re bwys 12,956.99 sq.fL
Findin the volume to be controlled n'om the 1" storm:
.e deesiTlln la'unoffR7olume (the water pool) to be controlled must then be held in
the pond alcove this pool permanent pool level. An example of finding this volume is
shown below:
Fiat pie: gam gn the -- 23,92. --- -, 7- * p- r,---, ----,
Q
Z_IUM4I f_ U_y _ r.' ZrMU _9.. ___ 1e..
TT_: -u_il0j'Ai Volume calculation in ' ?t..Lhe 'i "Simple 7?t7ed n.tAlod» UI !_ C3t--ST_.
VNIng he i? ..
t
( it9g7)-
r+ n ^r A ^^I% -
.c!.v - U.U-) t U.UU, ti-)
RN, = i un+Ciaf coefficient = storm runoff (inchr-0/stdirAm raMall (inLUC3)
I = Percent Impervious = Drainage area (acres).llmpervioaas portion of the
drainage area (acres)
In this example:
Rv = 0.05 + 0.009 (70)
Rv = 0.68 (inches/)
For the volume that must be controlled:
Y?4l7Sme = 1" rainff1 *0.69. (inn es!) * 17 1i (f4eigetli.l h ]) * LL.43 GL14?.?S.
MIT Re
Provided volume in 1.31-ft depth 55,343.8 cuff
T+is volume mitt be dra vn dow, P. over ,? period of t<vo to have days.
See "Detail Sheet" :tor calculations on draw-down.
Fore bay to we 2V° a I permanent water quality fool basin volume.
Fool 59,106.07 cL X 20% =11,821.24 cu.k
23,261.86 cuA provided in fare rays.
4 . A '
glee avis, .?f -tP. .
S EI °
? nw
'ia ?'? ILIA o.a+ec+{ i`??
s'IlBB ` ? + I . ? i b0ab`?
Ba+?d J's i1y?+9
ar
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
THIS RETENTION POND OPERATION & MAINTENANCE AGREEMENT
("Agreement") is made and entered into this day of July, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek").
WITNESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property known as "Cripple
Creek Investments, LLC" and more particularly described in "Exhibit A" attached hereto and
incorporated herein by reference (hereinafter referred to as the "Real Property"); and
WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENR").
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
71197.1
(3) Mowing/Vegetation Mana eg ment. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
excessive erosion or sedimentation in or around the basin and correction of the
same;
cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite removal of same.
Inspectors are to have an inspection sheet ("Exhibit B") when doing inspections.
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
Checks every six (6) moths, or more frequently, for:
- sediment buildup and the need for removal
- erosion along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
- erosion at the inlet and outlet and methods of stabilization;
seepage through the dam; and
- operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation,. pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1
(7) Owners Responsible. During the month of January of each year, the respective owners
of the Real Property and its subdivided Parcels shall designate and appoint a committee of three (3)
persons to represent them and take on the responsibility of the Real Property owners complying with
the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by acceptance of
a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree
to pay to the appropriate committee as established pursuant to Section (7) hereof, or to Cripple
Creek, each of which shall be fixed, established, and collected from time to time as hereinafter
provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and other
assessments or charges relating to the maintenance and operation of the retention
pond and stormwater control system as provided hereunder;.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall be
a charge on the land and shall be a continuing lien upon the property against which
the assessment or charge is made. Each such assessment or charge, together with
interest, costs and reasonable attorney's fees incurred by the committee and/or
Cripple Creek in collecting delinquent assessments or charges, shall also be the
personal obligation and the responsibility of the entity who was the owner of such
parcel at the time the assessment or charge became due. No owner may escape
liability for any assessment or charge through non-use of or through abandonment of
his property. The obligation of an owner for delinquent assessments or charges shall
pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to. the operation and
maintenance of the retention pond and the stormwater system shall be conducted in compliance with
the Rules and Regulations of NCDENR and the applicable rules and regulations of the applicable
local governmental authorities.
(10) Obligations Appurtenant to Real Property. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with tfie Real Property and all of its Parcels
upon subdivision of the Real Property, and shall be binding upon all successive owners in interest of
the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENTS LLC
BY. (SEAL)
naging tuber
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
I, a Notary Public, in and for said County and State, do hereby certify that
Mr -es Q. Rtchopcjson Zjr- , the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes expressed therein./
WITNESS my hand and Notarial Seal, this 16+t\ day of July, 2000.
Notary Public
My Commission expires:
l -'2 R -o .
71197.1
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. I of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood D. Perry; Lot-No. 1of theplat recorded-in Plat Book 21-at Page 277, -
Catawba County Registry; and running thence from said BEGINNING point,
North 09°53'32" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called. Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67°22'52" West 86.24 feet; North 68°05'37" West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74021'30 West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and
Drawing B-609. -
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
EXHIBIT "A"
PARCEL NO. (3):
BEGINNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' flat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65°44'28" West 101.39 feet; North 67°03'28" West 100.37
feet to the southwestern corner of Lot No. 1 of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22°57' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71°46'43" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
JUL. IU. L'UUU 17 .IVI ?/VLU1101n rl 1LL MU I.
"Exhibit B"
111V. J L i i r . J
POND MAINTENANCE REQUIREMENTS
Project Name: _ Project Number;
Responsible Warty:. Phone Number:
Address:
I. Inspect monthly, or after every runoff-producing rainfall event, whichever comes first
A. Remove debris from the trash rack
13. Check and clear the orifice of any obstructions, If a pump is used as the drawdown mechanism, check for
pump operation.
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, check the filter for sediment accumulation, erosion and
proper operation of the flow spreader mechanism. Repair as necessary,
II. Quarterly
A. Inspect the collection system (i.e., catch basins, piping, grassed swales) for proper functioning. Clear
aec,'umulated trash from basin grates and basin bottoms, and check piping for obsnctiow.
B. Check pond inlet pipes for undercutting, replace dprap, and repair broken pipes.
C. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair
eroded areas immediately.
M. Every 6 months
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the potd If depth is reduced to 75% of original design depth,
sediment will be removed to at least original design depth
9
'•JUL. 111, 10UU I4AM WLU149fj1A HILL MUI.
N U! 'Z
'N7 4Rl-.'--L QuYF :7 T7A 1'7,T n SY7 a 1,(T MP T) ..
'AGE 2
IV. Gavral
A. Mow the side slopes. not incl? normally submerged vegetated shelf, aeeaxtq to the seaaoo. Maximum grass
height will be 6".
B. Cands, and other indigenoas wetland plants, are ew=aged along the pond perimeter; however, they aunt be
removed when they cover the exre surface area of the pond
C. 'ITte orifice is desip d to draw down the pond in 2-5 days. If drawdown is not arc zghs1xd in that time, the
System may be clogged. The source of the clogging must be found and elimn wted
D. All componeaLs of the detection pond Sys= must be kept in good working order.
V. Special Requiremcmts
1, hereby ackoawledge that I am the financially
resMWble party for mainrmance of this detention pond I will perform the ma=enance as outlined
above; as part of the Certification of Compliance with Sttrmwater Regula&m received for this project.
Signature: N Date,
a Notary Public for the State of_____ County' 01
do hereby certify that Y? personally appeared before me
this day of 19___, .. and aickwwledge tine due execution of cire foregoing insruruea. '%Fjt= m}
hand and officaal seal,
SEAL
My mmmissiM expires
10
CHARLES DA T71,35', -rJTR, X". E.
$29,127-2621
P .O. BOX-1691 FAY- 82"27-0931
HICKORY, JVC 2,10'03-1691 A?? j5 6we?? .iE Ii!W?L: stlplsnL@conninc.c:om
W"11 te, L
I
Dent Miller Hickory bite
T-M 1n, -.-
Calculations for Wet Detention Fond:
Calculations
A. 22.43-acre site with 15.70 acres of Hi mervious cover.
1. % impervious =15.70/22.43 = 70°f,.
2. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 70"/* impervious and a 5 -foot depth, the SAMA. ratio is given
as 2.07° o.
4. The requircct1-rfa,re. arearnYCici then die:
(2.07/100) 22.43 ac. = 0.46 ac. (20, 037, 60)
Surface area at pool elev. excluding fore bays 22,280.57 sq.ft.
Finding the volume to be controlled from the 1" storm:
The design r inoff VoWme (the water q ,a ity pool) to be controlled m, ,,t than be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Example: Again, on the same 22.43 acre, 70% impervious site.
Using the intoff volume calculation in the "Simple Method" as described by Schuelet-
(1987):
R.v = 0.05 + 0.009 (I)
Rv =runoff coefficient = storm run„ ff (inches)/storm rainfall (inches)
I = Percent Impervious = Drainage area (acres)Ilmpervious portion of the
drainage area (acres)
In this example:
Rv = 0.05 + 0.009 (70)
R.v = 0.68 (inches)
For the volume that must be controlled:
'volume =1" rainfall * 0.68 (inches/) * 1112 (feet/inches) * 22.43 acres.
Volume =1.2'7 am? feet -or 55,371.2 eu.ff_
This volume must be drawn down over a period of two to five days.
See "Detail Sheet" for calculations on draw-down.
Fore bay to be Lu io o permanent water duality Boot basin volume.
Pool 74,0005 euA X 20oa =14,°17 eu.ft
28,706.64 euA provided in fore hays.
ra
•
05
• i
1

i?
Table 11.2 Wetland Plants
.ScirntifuNa~
Name Fo Commercial Inundation Wildlife Value Notes
Peltandra virginia rm
Emergent Availabili
es Tolerance

Arrow arvm y up to 1 ft. High, Berries are
Full sun to partial shade

Saggitar lrulifolia
Emergent
es eaten wood ducks

Arrowhead/ Duck tato y up to 1 ft. Moderate. Tubers and Aggressive colonizer

Andropogon virginicus
Broemaedge
Perimeter
yes
up to 3 in. seeds eaten b ducks
High. Songbirds and

Tolerant of fluctuating
browsers. Winter food water levels & partial shade

tlndropogon 81-neratus
Emcrgcat
yes
up to 1 ft and cover
Bush Beard ass Requires full sun
Typha Cattails PP Emergent yes up to 1 ft Low. Except as cover Aggressive. May eliminate
other species. Volunteer.
Ceratophyllum demersum Submergent es
' Hi h 221lutant treatment.
Coontail y y Low food value. Good Free floating SAV. Shade
habitat and shelter for tolerant. Rapid growth.

Scirpus pungens
Emergent fish and invertebrates

Common ThrrkSquare yes up to 6 in. High. Seeds, cover. Fast colonizer. Can tolerate

. Waterfowl, songbirds
periods of dryness. Full

Submergent/
yes sun. Hi h metal removal.
Duck-weed
em cnt Yes High, Food for High metal removal

Saururus cernuus
Emergent
es _waterfowl, and fish

Lizard's tail y up to 1 ft Low, except for wood Rapid
growth. Shade
Hibt-, -;v „?scirrutas
Marsh Hibiscus Emergent yes up to 3 in. ducks
Low. Nectar. tolerant.
Full sun. Can tolerate
Pontederia conlata

Pick_ereiwecd
Emergent
Yes
up to 1 ft
Moderate. Ducks. 'odic dryness
Full sun to partial shade

Potamogeton pectinatus
Submergent
es Nu_[ar for butterflies.
Pond Weed y Y Extremely high. Removes henry metals.
Waterfowi, marsh and

Leersia oryzoides
E ,.. a.vu w.
Rice
Rice mergcat yes up to 3 in. High. Food and cover. Full an although tokrant
of shade. Provides same

Carc x sPP•
E
w zhort!-:ne stabili7ahpn
mergent yea up to 3 in. High, Watezfowl and many wetland am several

Scirpus vaUdus
E ion birds. Upland :pecks.
'

Soft-gym Bulnrsh mergent yes up to 1 ft mck 1-lux Good cover Full sun. Aggressive ?, :dy
and food. aliens such as P.
?
Pclo uu c
pp
Y
E rfoliatum
S
.
mamvezd s crgcnt yes up to 1 ft 3ligh ire r? fo;?l, Fart -0aiz z. Tolerant of
songbirds. Seeds and fluctuating water levels.

_
esus
E cover.
Soft R ? u.:agont Yes up to 1 ft. Moderate. Tolerates wet or dry
Nuphar luteum
E
7 conditions.
S atterdock mergent Yes uup
lo 3 ft Moderate for food but Fast colonizer. Tolerant of

anicum v• rga n

F
?
for cover.
high

water levels.
fluctuating

Switchgrass c,
? ;tcx }? up to 3 in-
Hi„sh. Seeds, cover for
Tolcratea wct and dry
waterfowl and editions.

Aconcs calcvnus
P
i son birds.

Sweet Flag er
meter Yes up to 3 in. Low. T
o'_ r z-,
rant of c xriods. Not
a rapid colonizer. Tolerates
Elodea canaden 7
Submergent
Yes acidic conditions

'Ji atcrwccd Yes
Low. Good water oz en
yg slot.
High nutrient, copper,
r^anganczc and chromium
Valisnzna arzericana S
b removal.
Wild Celery u
mergent Yes Yes High. Food for Tolerant of murky water
waterfowl. Habitat for and high nutrient loads.

aquatics
E fish and invertebrates.
Wild rice
Wild r mergent Yes up to 1 ft High. Food `or birds. Prefers full sun.
Table frnm: Dcsien of Stot mw
1
t
l
W
C

Atlantic Rcgion. Schucler a
nr
r
cr
e
? '£kms; guidclin nr Gre tin?_(LiVC Se snd Crfel tvc Ftnrr.Wkt cr wet nrtc in?

P.O. BOX 1691
Dent Miller Hickory Site
J..,!,,, 1n, -)Ann
ug ?culationns fsrj 'T:xvt Detention Pond:
A 22.43-acre site with 15.70 acres of impervious cover.
829-427-2621
FAX. 82"27-0.931
.L-.l'rr!M. ailpla Coo aminc.cam
1. % impervious- =15.70122.43 = 70%.
2. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 70% impervious and a 5-foot depth, the SA/DA ratio is given:
as 2.07°,0.
4_ The reeiiirerl sccrface area would than he.
(2.071100) 22.43 ac. = 0.46 ac. (20, 037, 60)
Surface area at pool elev. excluding fore bays 22,22WO.57 sq.:ff
Finding the volume to be controlled from the 1" storm:
The design runoff volume (the water quality pool) to be controlled must than be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Example: A%ain, on the carne 22.43 acre, 70% impervious site.
Using the runoff volume calculation in the "Simple Method" as described by Schueler
(191;7):
Rv = 0.05 + 0.009 kl)
R-v = runoff cd"ieffi--ciK ;UL = storm runoff (inches)i SR101 M raai1.,411 (inches)
I = Percent Impervious = Drainage area (acres)/Impervious portion of the
drainage area (acres)
In this e :ample:
fiv = 0.05 + 0.009 (70)
Rv = 0. 68 (inches/)
4,- - -
For the volume; that must be controlled:
Volume =1" rainfall * 0.68 (inchwsrO * 1112 (fwetlinches) * 22.43 acres.
Volume =1.27 acre. Let or 55,321.2 cuk flt
This volume must be dr-xwn down over a period of two to five days.
Sae "Detail Sheet' 'for calculations on draw-dog
Fore bay to be Lu-r`p o permanent water qualify iooi basin volume.
Tool 74,085 cuff. X 20°,,? =14,°,17 cuJL
28,705.644 cuA provided in fora bays.
V?Vvrp,
tld501111?t
4 - .

Table 11.2 Wetland Plant s
Scientifu Name
Common Name
F Commercial Inundation Wildlife Value u
ores

Peltandra virginia orm
Emergent Availabifi
es Tolerance

Arrow arum y up to 1 ft. High, Berries are Full sun to partial shade

Saggirarw. lcrifolia
Arrowhead/ Duck taco
Emergent
yes
up to 1 ft. eaten wood ducks
Moderato. Tubers and _
Aggressive colonizer

Andropogon virginicus
B.,<-,mscdgc
Perimeter
yes
up to 3 in. seeds eaten b ducks
High. Songbirds and
Tolerant of fluctuating
browsers. Winter food water levels & partial shade
:indropogon

glorneratus

Emcr,,,at

yes

up to 1 ft
P
and
cover
Bush Beard ass Requires full sun
C 1?sPP• Emergent yes up to 1 ft. Low. Except as cover Aggressive. May eliminate
other species. Volunteer.
Ceratophyllutn drnursum
C
oonta raro l Submcr ent

g

yes

yes

Low food value. Good High pollutant treatment.

Free floating SAV. Shade
habitat and shelter for tolerant. Rapid growth.

Scirpus pungens
Eui; igC rit fish and invertebrates

Common Thrre-•Squam yea up to 6 in. High. Seeds, cover. Fast colonizer. Can tolerate

. Waterfowl, songbirds
periods of dryness. Full

Lz
Duckweed yma sp

Submergentl

yea

yes

High, Food for sun. High metal removal.

High metal removal

Saururus cernuus cm cot
Emergent
e ____ :vat fowl, and f is h

Lizard's tail y
s up to 1 ft Low, cxaept for wood Rapid
growth. Shade
Hibis:;^r ., oschrlL os
Marsh Hibiscus
M
arsh
sous Emergent yes up to 3 in. ducks
Low. Nectar. tolerant.
Full sun. Can tolerate
Powe
i
a
Pickerel-weed
Emcrgcnt
Yes
up to 1 ft.
Moderate. Ducks. odic dryness
Full sun to partial shade

Pouvwgeton pectinatus
Submergent
e Ne_ta for butterflies.

Pond Weed y
s yes Extremely high. Removes heavy metals.
- -- ` pLcrfowl, marsh and

Leersia oryzoides E ?. vu u..
mergent
Rice cutgrass yes up to 3 in. High. Food and cover. Full sun although tolerant
of shade. Provide some

sPP• E
` ahoreE.ne stabilization
Ca u
mergent Yes up to 3 in. High, Wr :=fowl and Many wetland and several

E
v Ud4ts non birds. _ upland r•pccks.
mergent
Soft-stem
sh YCS up to 1 ft Modczxte. Good cover Full sun. Aggressive -=dy
and food. aliens such as P.
^

Prlygomuum- t
E
,
'P rfoliatxrm
r.-
=gcot
F
•
Smart weed yes up to 1 & High. T?'z?t-? foal, Fast aaoaizer. Tolcmnt of
songbirds. Seeds and fluctuating water levels.

Juncus effecus E cover.
mergent
Soft Rush Yes up to 1 ft Moderate. Tolerates wet or dry
Nuphar lutewn E conditions.
mergent
S atterdock yes up to 3 ft. Moderate for food but FF
a& olonizer. Tolerant of

Patrician vergatu n F
r
r high for cover, fluctuating water levels.
c
v^.
rs
Switchgrass u?3 up to 3 in. Hish. Se-.ds, cover for Tolerates wet and dry
waterfowl and editions.

Acores calamus Pe
i son birds.
r
meter
Sweet Fl yes u to 3 Lri.
P
Low.
To,
lerant of &y periods. Not
a rapid colonizer. Tolerates

Elode i canadensis Sub acidic
conditions
mergent
Yes
Yes

LAW
Waterwced . Good water oxygenator.
High nutrient, copper,
manganese and chromium

4Tnericana S
b removal..
..
u
mergent
;,,•, • Cer' ,
r Y Yes High. Food for Tolerant of murky wsLr
._.
y waterfowl. Habitat for and high nutrient loads.

Z zanies aquatica E fish and invertebrates.
mergent
Wild rice yes up to 1 ft High. Fond `or birds. Prefers full sun.
Table from Dsign of Stormw
t
W
S
l
a
cr
c
ct
yct
tlantic Reeion. Schueler ems' euidcli?cs fi r cTC ring divers e and c`fc1'ive stnrrawat er wet sods n he nd_

P.O. BOX 1691
MCKOIs.; IF, jV%C 23*503- 601
M Site
Dent A filler I3i?k
7,, h 1(1 2(1(1()
Calculations for Wet Detention Pond:
A. 22.43-mere site with 15.70 acres of 'Wervious cover.
829,?27 X621
FAX.- 829J27-0931
EAAIM: egmisnacorminC.com
1. % impervious =15.70!22.43 = 70%.
2. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 70£ia impervious and a 5-foot depth, the SAADA. ratio is given
as 2.0;°0.
4. ne requiLmd s- l-r ace area would then be:
(2.071100) 22.43 arc. = 0.46 ac. (20, 037, 60)
Surface area at pool elev. excluding fore bays 22,280.57 sq.fL
Finding the volume to be controlled from the V storm:
The design runoff'volume (the water pool) to be controlled must then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Example: A-gjain on the same. 22.43 ama , 70% imp ervions site.
Using the runoff volume +calculatiou in the "Simple Method" as described by Schueler
(1987):
Rv = 0.05 + 0.009 (I)
Rv = runoff coefficient = storm runoff (inches)Istmm rainfall (inches)
I = Percent Impervious = Drainage area (acres)/impervious portion of the
drainage area (,acres)
In this example:
Rv = 41,M + 0.009 (70)
Rv = 0.68 (in+chesl)
For the volume that must be .controlled:
Volume =1" rainfall * 0.68 (inches,? * 1!12 (feetfinches) * 22.43 acres.
Vol me =1.27 afire feet or 55,321.2 cu ft
This volume must be drawm down over a period of two to five days.
See "detail Sheet" for calculations on draw-dmn.
Fore bay to be 2v% of permanent water duality fool basin volume.
Pool 74,0005 cuff. X MA =14,817 cu.fL
28,706.64 cuff. provided in fore bad,=s-
??;?ia?les

Table 112 Wetland Plants
scientifcc N4~
Common Nana
Fo Coinnsereiai] Inundation Wildlife Value *.r
ote5
Paltandra virginia rm
Emerge-- Availabili
e Tolerance

Arrow arum Y
s up to 1 ft High, Berries are Full sun to partial shade

Saggilar o lcr feria
Arrowhead/ Du
k
Emergc-t
yes
up to 1 ft eaten wood ducks
Moderate. Tubers and
Aggressive colonizer
c
tato
A,: lpogon virginicus
Perimeter seeds eaten b ducks

Broomsedge yes up to 3 in. High. Songbirds and Tolerant of fluctuating
browsers. Winter food water levels & partial shade

«ndropogon giorruratus
Emergcut
es and cover

Bush Beard ass y up to 1 ft
p
lZcquires full sun
T spP• Emergent yes up to 1 ft Low. Exccpt as covcr Aggressive. May eliminate
other species. Volunteer.
Ceratophyilwn demersum
rato Submcrgent Hi h 221lutant treatment
C
l Y Yes Low food value. Good Free floating SAV. Shade
habitat and shelter for tolerant. Rapid growth.

Scirpus pungens
Ewrer
e
t fish and invertebrates

Common Thrrc,-Square g
n Yes up to 6 in. High. Seeds, cover. Fast colonizer. Can tolerate
Waterfowl, songbirds periods of dryness. Full

Leaver spp•
Duckweed
Submergent/
Yes Yes
High, Food for sun. High metal removal.
High metal removal

Sauruncr cernuus em cnt
E.ntrgi*art waterfowl: and fish

Lizard's tail yes up to 1 ft Low, except for wood Rapid growth

Hibfr-;:s n<osch_rwos
Marsh Hibiscus
Emergent
yes
up to 3 in. ducks
Low. Nectar. tolerant
Full sun. Can tolerate
Pontrderia cordata

ickcr-elweed

mergent

es

p to 1 ft

oderate. Ducks. odic
dryne
ss
Full sun to partial shade

Potanwgeron pecr&wrus
Submergent
e Nc,=?.; for butterflies.

Pond Weed y
s Yes Ezh emely high. Removes heavy metals.
\Tr'at.rfewl, marsh and

Leersia oryzoides
E v. wu w.

Rice cutgrass mergent yes up to 3 in.
High. Food a-d cover.
Full sun although toicraat
of sh&k. Provides acme

x spp
E shorcL:ne stabilization
.
Sod mergent Yes up to 3 in. High, Wes=fowl and Many wetland and several

cirp
us
lidos

E son birds. uplaod rxcaes.
S
m
- Bulrush mergent Yes up to 1 ft 2vlrxr.:•nate. Good cover Full sun. Aggressive w=dy
and food. aliens such as P.

Pcd ovum ;pp
y

E
' oliatu
m
m?
.
S r :.• ?
gcnt Y= up to 1 ft. High. Wtt:: --fowl, Fast caaoaiz?. Tol..nt of
songbirds. Seeds and fluctuating water levels.

_
esus
E
r cover.
Soft R e me
gent Yes up to I ft. Moderate. Tolerates wet or dry

Nuphar luteun+ E a

S aarrdock mergent yes up to 3 ft. A3odc'Ate for food but ccolonizer. Tolerant of
Ft

Paricum vergar:en
F high for cover. fluctuating water levels.

Switchgrass c; ^ c,rra Yes up to 3 in. High. Secpis, cover for Tolerstes vs. and
dry
waterfowl and CClod1nQLS.

Acorus calarnus
P
i son birds.

Sweet Fl er
meter yes up to 3 in. Low. 3 rr r
o'_ z ,t of d.-y;eriods. Not
a rapid colonizer. Tolerates
Elodea cwradcnsis
S
b acidic conditions
u
mergent Yes Yes Low

Waterwced . Good water oz
oxygenator.
High nutrient, copper,
rrangancse snd chromium

Valisneria ansericana
S
b removal
.
Wild Celery u
mergcnt Yes Yes High. Food for Tolerant of murky water
waterfowl. Habitat for and high nutrient loads.

aquatica .
E fish and invertebrates.
;W7i:ldrnioc.
mergent
Yes
up to 1 ft
High. Food for birds.
Prefers full sun.
Table fmmLLksign of Stor mw
l
t
W

Atlantic Region, Schueler a
cr
e
ynx Sy st r_ms. & ,tt dclines fo r arc rinY_ ?ivcr se ?d cffcrvc Ftnrwacc r wet ands in the

A /L Al P% 11C -1:Af''d K VGI ' P 1.d11GO ! ;A
829427-2621
P .O. BOX 1691 FA : 82"27-0931
CKORY, JW 2403-$6-91 . ''=I?LM. [e-mail]
Dent Miller Hid?ory Site
rely 1 nT 2nnn
Calculations for Wet Detention Pond:
.A. 22.43-acre site with 15.70 acres of iervious cover.
1. % impervious =15.70/22.43 = 7M/o.
2. Assume an average permanent pool depth of 5 feet.
3. From the chart, with 70% impervious and a 5-foot depth, the SA/DA ratio is given
as 4.07%.
crfa,r? aria vni?lti t3ien he!_
4. !he required
(2.07/100) 24.43 ac. = 0.46 ac. (20, 037, 60)
Surface area at pool elev. excluding fore bays 42,280.57 sq.f.
Finding the volume to be controlled from the 1" storm:
The design runoff volume (the water qn- its,' pool) to be controlled must than be held in
the pond above this pool permanent pool level. An example of funding this volume is
shown below:
Example: A- gain, on the. same. 22.43 acre, Wr/. imp ervioiO site.
Using the r anoff volunie calculation in the "Simple Method" as described by Schueler
(1987):
Rv = 0.05 + 0.009 (I)
P,v = ranoff coefficient = storm runoff (inches)/Storm rainfall (inches)
I = Percent Impervious = Drainage area (acres)/fmperviaus portion of the
drainage area (acres)
In this example:
I?v = 0.05 + 0.009 (70)
by = 0.08 (inches/))

For the volume that must be controlled:
Volume =1" rainfall * 0.68 (inches/) * 1/12 (feet/inches) * 22.43 acres.
Volume =1.27 acre feet or 55,321.2 cu.f't
This volume must be dr;aadown over a period of two to five days.
See "Detail Sheet" for calculations on draw-down.
.rare bay to be 2uia of permanent water duality fool basin volume.
Pool 74,085 cuff. X L20% =14,417 cu.fL.
28,706.64 cuff. provided in fore bays.
y
Ura'tes
05
-NOW"
°

Tab11c II.2 Wetland Plants
Scientific Na>n
Common Name
F Corrunercial rmundation Wildlife Value
P•'otes

Peltandra Virginia orm
Emergent Availabili Toleranc e

Arrow arum yes up to 1 ft High, Berries are Full sun to partial shade

SaggirarLi lcriPolia
Arrowhead/ Duck Potato
Emergent
ycs
up to 1 ft eaten wood ducks
Moderate. Tubers and Aggressive colonizer

Andropogon virginicus
Broamsedge
Perimeter
yes
up to 3 in. sccds eaten b ducks
High. Songbirds and Tolerant of fluctuating
browsers. Winter food water levels & partial shade
rindropogan gia»uratus Finerg ut es
y u to 1 ft
p and cover
Bush Beard ass Requires full sun
C l?spp• Emergent yes up to 1 ft. Low. Except as cover Aggressive. May eliminate
other species. Volunteer.

Lrra.o••„
r Alum derrsersum Submcrgent Hi h llutant treatment

Coontail Y Yes Low food value. Good Free floating SAV. Shade
habitat and shelter for tolerant. Raid
p growth.

Scirpus pwtgens
F-mcr,e
-!t fish and invertebrates

Common Three-Square < ycs up to 6 in. High. Secds, cover. Fast colonizer. Can tolerate
Waterfowl, songbirds periods of dryness. Full

Subm,ergent/
Yes sun. Hi b metal removal.
Duckweed
em cnt Yes High, Food for High metal removal

Saururus cernuus
Emergent
es _ waterfowl, and fish

Lizard's tail y up to 1 ft Low, except for wood Rapid grornh. Shade

Hibi,-,; r .,.oschrtaas
Marsh Hibiscus
Emergent
yes
up to 3 in. ducks
Low. Nectar. tolerant
Full sun. Can tolerate
Por'ecl, ra cordata

Pickcrelword
Emergent
yes
up to 1 ft.
Moderate. Ducks. odic ss
Full sun to partial shade

Potanwgeton pecrinatus
Submergmt
es Ncact.:r for butterflies.

Pond Weed y Yes Extremely high. Removes heavy metals.
Waterfowl, marsh and
'

Iiersia oryLOides
Rica cutgrass

Emergent

es

p to 3 in.
shorebi
shorebirds.
High. Food dad cover.

ull sun although tolerant
of shade. Provides some

Sodge4 a x spp•
C

Emergent

Yes

up to 3 in.

High, Wrst-fowl dad sborcl:c;e stabilization

Many wetland aM several

Scirpus validus
Soft-stem Bulnuh
Emergent
yes
up to 1 ft son birds.
Most. -ate. Good cover upland rpecies•
Full sun. Aggressive w; dy
mud food. aliens such as P.

Fcl 03nuJ, s
yg PP•
Smartwoad

Er;;=gent

ycs

up to 1 ft

:-sigh. W€rcKfo;vl, rfoliatu
m
Fast colonizer. ToIcmat of
songbirds. Soods and fluctuating water levels.

Juncus q-asur
Soft Rush
Emergent
yes
up to 1 ft. cover.
Moderate.
Tolerates suet or dry

Nuphar 14arewn
S atterdock
Emergent
Yes
up to 3 ft.
Moderate for food but candi lions.
Fast colonizer. Tolerant of

Panicum v; rgat:cn
Switchgnuu
pt, m":rrs
y
up to 3 in. high for cover.
High. Seed:, cover for fluctuating water levels.
Toluates %, t and dry
waterfowl and ccciditions.

Acores calamur
Sweet Fl
ag
Perimeter
yes
up to 3 in. songbirds.
Low.
T ;c
o'_rant of d-y periods. Not
a rapid colonizer. Tolerates

El
odea canadensis
o
dea Submergent yes

e acidic conditions
Waterw
ced Y
s Low. Good water oxygenator.
High nutrient, copper,
manga_ncse and chromium
Valisnerra asnericana
Wild Celery Submergent Yes
Yes
High. Food for removal.
Tolerant of murky water
waterfowl. Habitat for and high nutrient loads.

7 zania aquatics
Wild rice
Emergent
yes
up to I ft fish and invertebrates.
High. Food or birds.
Prcfcrs full sun.
Table from.L?sign of Stormwa tcr We lanrtc Qvcttm s Q A
L d
lL
f

tlantic Re ion Schueler I
nes
C
i e diyC?s e ?d cffc? iv
c s12uZacc
r wet ??? In hr .,,i t_

I-IAxL 0 ? ifs V-10 4..M, $-2 E.
ENGINEERING P ZING CONS C7L MATS
P.O. BOX 1691
Dent Miller Hickm Site
J.,;ly 1 nT 2(t0(1
Calculations for Viet Retention Pond:
A. 22.43-acre site with 15.70 acres of impervious cover.
829427-2621
FAX. 82"27-0931
- a : d1plan4gormiunc.com
1. % impervious, = 15.70!22.43 = 7n'.'lo.
2. Assume an average permanent pool depth of 5 feet
3. From the chart, with 70% impervious and a Moot depth, the SAIDA. ratio is given
as 2.077/Q.
4. The. reallired airfar.. area Wnt11A then he::
(2.071100) 22.43 ac. = 0.46 ac. (20, 037, 60)
Surface area at pool elev. excluding fore bays 22,280.57 sq.:ff
Finding the volume to be controlled from the 1" storm:
The design :vnoff volume (the water quality pool) to be controlled must then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Example: A ;aiv, on the same 22.43 acre, 70% impervious site.
Using the t aioff volume calculation in the "Simple Method" as described by Schueler
(1987):
Rv = 0.05 + 0.009 (I)
R.v = runoff coefficient = storm runoff (inches)13torr, rainfall (inches)
I = Percent Impervious = Drainage area (acres)/Impervious portion of the
drainage area (acres)
In this example:
Ry = 0.05 + 0.009 (70)
Rv = 0.69 (inches/' )
r
For the volume that must be ,controlled=
Volumu =1" rainfall * 0.68 (inches, * 1!12 (feetlinwhes) * 22.43 acres.
Volume This volume must be drawn down over a period of two to five days.
See "Detail Sheet" for calculations on draw-down.
T, . .? . . r .
Fore bay to be Lu,.?.l, a of permanent water quality zoos basin volume.
Pool 74,085 cuff. X MA =14,817 cuJL
28,706.64 cuff. prm -,idcd in fore bad,=s.
e?????er.eeeCnyBF€.+'?s
1''? urn 05 •
H

Table 11.2 Wetland Plants
Scie,di cNa"
Common Name
For Commercial Inundation Wildlife Value *;'otes

Peltandra virginia m
Emergent Availabili
es Tolerance

Arrow arum y up to I ft. High, Berries are Full sun to partial shade

S:rggrtar?- l l `elia
Ar owhcad/ Duck potato
Emergent
yes
up to 1 ft eaten wood ducks
Moderate. Tubers and
Aggressive colonizer

Ardropogon virginicus
Perimeter seeds eaten b ducks

Broomsedge yes up to 3 in. High. Songbirds and Tolerant of fluctuating
browsers. Winter food water levels & partial shade

Andropogan glorneratus
Ilush B
d
Emcrgcnt
yes
up to I ft
p and cover

Re
uires f
ll
ear
ass q
u
sun
7ypha spp•
Cattail Emergent yes up to I ft. Low. Except as cover Aggressive. May eliminate
other species. Volunteer.
Cerarophyllurit demersran Submergcnt s
^ High pollutant treatment
Cox, ail y yes Low food value. Good Free floating SAV. Shade
habitat and shelter for tolerant. Rapid growth.

Scirpus pungens
Common Three-Square
E nergc.rnt
yos
up to 6 in. fish and invertebrates
High. Seeds, cover.
Fast colonizer. Can tolerate
Waterfowl, songbirds periods of dryness. Full

L nwa spp•
Duckweed
Submergcnt/
yea
yes
High, Food for sun. Hi h metal removal.
High metal removal

Saururus cernuus em cnt
Emergent
' _____ waterfowl, and fish
Lizard's tail 7
s up to 1 ft Low, except for wood Rid
ap growth. Shade

Hib_--ter Esc r u os
Marsh Hibiscus
Emergent
yes
up to 3 in. ducks
Low. Nectar. tolerant.
Full sun. Can tolerate
Por•sderia cordaCC

Pickcrelwee,d
Emergent
Yea
up to 1 ft
Moderate. Ducks. odic 'Hess ?
Full sun to partial shade

Potarrwgeton pec6r=us
Submer cat
g

es Nectar for butterflies.
Pond Weed y yes Extremely high. Removes heavy metals.
Waterfowl, marsh and

Leersia oryzoides
E -a lU.

Rice cvtgnsc mergent yes up to 3 in.
High. Food sad cover.
Full sun although tolerant
of shade. Provides some

Cares spp.
E shore?-.rte stabilization

Sed u mergent YeS up to 3 in. High, Wa rzfowl and Many wetland and several

ci
pus
Udus
E son birds. _ upload cpeciu.
S
r
m
sh mergent Yes up b 1 ft. Mod-czatc. Goad cover. Full sun. y
Aggressive w,?d
and food. nliena such as P.
"
Pcl amu

onnum clip
Y
g

E rfoliatum
S
ma
rtweed ztzgent yes up to 1 ft: :sigh. drat: OwL Fart colonizer. Tolcmnt of
songbirds. Seeds and fluctuating water levels.

Iuncus effesus
E cover.

Soft Rush mergent
Yes
up )I ft
Moderate.
Tolerates wet or dry
Nupharluicum
E editions.

S atterdock mergent Y= up to 3 ft Moderate for food but Fast colonizer. Tolerant of

Panicwn vergawn
t hi h for cover. fluctuatin water levels.

Switchgrass rs
• ?? up to 3 in. Hi fh. Sc---dt, cover for Tolerates wet sad dry
waterfowl and editions.

Acorus calarnus
P
i songbirds.
er
meter yes up to 3 in. Low T l

Sweet Fl
ag . r
o _rant of d.-y periods. Not
a rapid colonizer. Tolerates
Elodea canadensis
S
b acidic conditions
u
mergcnt Yes
Yes
L
Waterwced ow. Good water oxygenator.
High nutrient, copper,
mangancsc and chromium

Vaiisneria americans S
b removal.
Wild C
elery u
mergcnt y? Yes Hlgh. Food for Tolerant of murky water
waterfowl. Habitat for and high nutrient lords.

Zizania aquatics
E fish and invertebrates.

Wild rice mergent yes up o I ft Higb. Food for birds. Prefers full sun.
Table from jksign of Stor mw
1
t
W
a
er
e
s m
ands SY.1`- s
Yt IdCltnes
fnrE divers
e and Gff
? i

Atlantic Region, Schuelcr C
vc Furl 7tYgt cr wCt ands in the mj i_
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
THIS RETENTION POND OPERATION & MAINTENANCE AGREEMENT
("Agreement") is made and entered into this J?2t- day of July, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek").
WITNESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property known as "Cripple
Creek Investments, LLC" and more particularly described in "Exhibit A" attached hereto and
incorporated herein by reference (hereinafter referred to as the "Real Property"); and
. WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENR").
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
71197.1
(3) Mowing/, Vegetation Mana eg_ment. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
excessive erosion or sedimentation in or around the basin and correction of the
same;
cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite removal of same.
Inspectors are to have an inspection sheet ("Exhibit B") when doing inspections.
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
- Checks every six (6) moths, or more frequently, for:
- sediment buildup and the need for removal
- erosion, along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
- erosion at the inlet and outlet and methods of stabilization;
- seepage through the dam; and
- operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation, pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1
(7) Owners Responsible. During the month of January of each year, the respective owners
of the Real Property and its subdivided Parcels shall designate and appoint a committee of three (3)
persons to represent them and take on the responsibility of the Real Property owners complying with
the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by acceptance of
a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree
to pay to the appropriate committee as established pursuant to Section (7) hereof, or to Cripple
Creek, each of which shall be fixed, established,' and collected from time to time as hereinafter
provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and other
assessments or charges relating to the maintenance and operation of the retention
pond and slormwater control system as provided hereunder-,.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall be
a charge on the land and shall be a continuing lien upon the property against which
the assessment or charge is made. Each such assessment or charge, together with
interest, costs and reasonable attorney's fees incurred by the committee and/or
Cripple Creek in collecting delinquent assessments or charges, shall also be the
personal obligation and the responsibility of the entity who was the owner of such
parcel at the time the assessment or charge became due. No owner may escape
liability for any assessment or charge through non-use of or through abandonment of
his property. The obligation of an owner for delinquent assessments or charges shall
pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to the operation and
maintenance of the retention pond and the stormwater system shall be conducted in compliance with
the Rules and Regulations of NCDENR and the applicable rules and regulations of the applicable
local governmental authorities.
(10) Obligations Appurtenant to Real Property. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with tfie Real Property and all of its Parcels
upon subdivision of the Real Property, and shall be binding upon all successive owners in interest of
the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENTS, LLC
BY? v? 09, ?n
(SEAL)
anaging Me ber
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
U
I, a Notary Public, in and for said County and State, do hereby certify that
amp_saR1CbCk.(%jj&o n the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes expressed therein./
WITNESS my hand and Notarial Seal, this %0, day of July, 2000.
a L-52!" R . 'I r?_ Ors t? ?
Notary Public
My Commission expires:
7-9,9-op-
71197.1
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. 1 of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood L. Perry; Lot-No. 1-of the plat recorded-in Plat Book 21-at Page 277,
Catawba County Registry; and running thence from said BEGINNING point,
North 09°53'32" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called. Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67022'52" West 86.24 feet; North 68°05'37' West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74°21'30" West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood. L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and.
Drawing B-609. -
ALSO CONVEYED HE, REIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
EXHIBIT "A"
PARCEL NO. (3):
BEGINNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' flat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65°44'28" West 101.39 feet; North 67°03'28" West 100.37
feet to the southwestern corner of Lot No. 1 of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22°57' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71°46'43" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
JUL. IV. LUUU is I`iNIT11 Li,)LUIYID!r III LL IY1U1.
"Exhibit B"
19'J. ) L 1 r' r . )
POND ?,WNTENANCE REQM EMENTS
Project Name: Project Number;
Responsible Parry: Phone Number:
Address:
L Inspect monthly, cc after every ruaoffproducing rainfall event, whichever comes first
A. Remove debris from the trash rack.
$. Check and clear the orifice of any obstructions, If a pump is used as the drawdown mechanism, check for
pump operation
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated $Iter, check the filter for sediment accumulation, erosion and
proper operation of the flow spreader mechanism. Repair as necessary,
II. Quarterly
A. Inspect the collection system (Le,, catch basins, piping, grassed swales) for proper functioning. Clear
accumulated trash $om basin grates and basin bottoms, and check piping for obsttuctions.
B. Check pond inlet pipes for undercutting, replace dprap, and repair broken pipes.
C. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair
eroded areas immediately.
M. Every 6 months
A. Remove accumulated sediment liom the bottom of the outlet structure.
B. Check the pond depth at various points in the pond. If depth is reduced to 75% of original design depth,
sediment will be removed to at least original design depth
9
AL. IU. LU(,}U I4AM t;ULUIIbI HILL MU I.
NU. ?'L ? ? f'.
,; ?.?i't?." ;r:.?:?. ., _:.:•r?`??.r...?i: F?.i_???F? I;cFl.Ti!'?? Ltf`, (?n?,?'*T'*i,:TrT..? ..
PAGE 2
IV, General
A. Maw the side slopes, not including normally submerged vegetated shelf, accwding to the season. Max== grass
helght will be 6",
B. Cattails, and other txbgenous wetland plants, are eacauraged along the pond perimeter; hmvever, they auist be
rmooved when they cover the entire surface area of the pond.
C. The orifice is designed to draw down the pond in 2-5 days. If drawdown is not accunplislied in that time, she
system may be clogged 71x sauce of the Clogging must be found and eliminated.
D. All componeats of the detention pond system must be kept in good warldng order.
V. Special Requirements
1, - . hereby acknowledge that I am the financially
rmspo Wble party for maintmaroe of this detention pond. I will perform the maintenance as outlined
above, as part of the Cer iEcarion of Compliance with Stormwalm Regulad= received for this project.
Signature: Date,
1, _ .. a Notary Public for the State of---- Cry pl
do hereby certify that personally appeared befcre me
this day of LL 19_ -- aad ackwwledge tine due execution of the foresng insuUmea 'Vj= tn}
hand and offidal seal,
SEAL
My commtssion expires
10
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
THIS RETENTION POND OPERATION & MAINTENANCE AGREEMENT
("Agreement") is made and entered into this 10' day of July, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek").
WITNESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property known as "Cripple
Creek Investments, LLC" and more particularly described in "Exhibit A" attached hereto and
incorporated herein by reference (hereinafter referred to as the "Real Property"); and
WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENR").
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
71197.1
(3) Mowing/Vegetation Mana g_ment. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
excessive erosion or sedimentation in or around the basin and correction of the
same;
- cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite removal of same.
Inspectors are to have an inspection sheet ("Exhibit B") when doing inspections.
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
- Checks every six (6) moths, or more frequently, for:
sediment buildup and the need for removal
- erosion along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
- erosion at the inlet and outlet and methods of stabilization;
seepage through the dam; and
operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation, pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1
(7) Owners Responsible. During the month of January of each year, the respective owners
of the Real Property and its subdivided Parcels shall designate and appoint a committee of three (3)
persons to represent them and take on the responsibility of the Real Property owners complying with
the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by acceptance of
a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree
to pay to the appropriate committee as established pursuant to Section (7) hereof, or to Cripple
Creek, each of which shall be fixed, established, and collected from time to time as hereinafter
provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and other
assessments or charges relating to the maintenance and operation of the retention
pond and stormwater control system as provided hereunder;.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall be
a charge on the land and shall be a continuing lien upon the property against which
the assessment or charge is made. Each such assessment or charge, together with
interest, costs and reasonable attorney's fees incurred by the committee and/or
Cripple Creek in collecting delinquent assessments or charges, shall also be the
personal obligation and the responsibility of the entity who was the owner of such
parcel at the time the assessment or charge became due. No owner may escape
liability for any assessment or charge through non-use of or through abandonment of
his property. The obligation of an owner for delinquent assessments or charges shall
pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to the operation and
maintenance of the retention pond and the stormwater system shall be conducted in compliance with
the Rules and Regulations of NCDENR and the applicable rules and regulations of the applicable
local governmental authorities.
(10) Obligations Appurtenant to Real Property. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with tree Real Property and all of its Parcels
upon subdivision of the Real Property, and shall be binding upon all successive owners in interest of
the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENTS, LLC
By. ?\n -- (SEAL)
paging M mber
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
I, a Notary Public, in and for said County and State, do hereby certify that
amps C . ?,? c?nn (1 `i r the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes expressed therein./
WITNESS my hand and Notarial Seal, this 16* day of July, 2000.
?os?n l`s ?n ,
Notary Public
My Commission expires:
71197.1
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. I of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood L. Perry; Lot-No. 1-of the plat recorded--in Plat Boo 21-at Page277,
Catawba County Registry; and running thence from said BEGINNING point,
North 09°53'32" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called. Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67°22'52" West 86.24 feet; North 68°05'37" West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74°21'30" West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and
Drawing B-609. -
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
EXHIBIT "A"
PARCEL NO. (3):
BEGINNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total .of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' flat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65°44'28" West 101.39 feet; North 67°03'28" West 100.37
feet to the southwestern corner of Lot No. 1 of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22°57' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71°46'43" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
JUL. IV. LVVU is I`t^IVI 'JLUIrID1h MILL IN I. A) it r,
"Exhibit B"
POND MAINTENANCE REQUIREMENTS
Project Name: Project Number;
Responsiblc Parry: Phone Number:
Address:
I. Inspect Monthly, or after every runoff-producing rainfall event, whichever comes first
A. Remove debris from the trash rack.
B. Check and clear the orifice of any obstructions, If a pump is used as the drawdown mechanism, check for
pump operation.
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated Sher, check the filter for sediment accumulation, erosion and
proper operation of the flow spreader mechanism. Repair as necessary,
H. Quarterly
A. Inspect the collection system (i.e., catch basins, piping, grassed swales) for proper functioning. Clear
accumulated trash from basin grates and basin bottoms, and check piping for obstructions.
B. Check pond inlet pipes for undercutting, replace riprap, and repair broken pipes.
C. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair
eroded areas immediately.
M. Every 6 months
A. Remove accumulated sediment from the bodtom of the outlet structure.
B. Check the pond depth at various points in the potad. If depth is reduced to 75% of original design depth,
sediment will be removed to at least cdginal design depth
9
;JUL. 10. ZUUU : 14 AM t;ULUI'r'Iblg HILL MU 1.
?JU. h-Z / f'.
•?`N?? V' P \ ?•?N.Ir?1Rr•m('m\ •T.r ..Vr1 ntN'1/?tl'_Y. Kgls?. pw+l?(?e...1-YWwy TVI?,A/t?. -?:TN'1v?V1..N...nf..'...)Vy.r?r?.•..? ? ?.. - .. _
ti `i4?1 ?Twtw?• ., w.: II ':..L F'.A_•Q\JF i& f'nN7:?,1Tr%il .?.. ..
PAGE 2
IV. Cameral
A Mow the side slopes, not including normally submerged vegetated shelf, according to the season. Maxirnun grass
height vQ be 6",
B. Cattails, and other iuxhgaxw wetland plants, are ew=aged along the pond perimeter; however, they must be
removed when they cover the eurire surface area of the pond
C. 'TTre WE= is desigped to draw down the pond in 2-5 days. If drawdown is not accomplished in that time, the
system may be clogged The sauce of the clogging must be found and elimimted
D. All cotuponeuuts of the dd=on pond system a= be kept in good woridng order.
V. Special Requireuxueats
hereby acknowledge that I am the financially
spomble party for mai?e of tabs Wcsutioa pond I will perform the maintenance as outlined
?ove; as part of the Cert fcarion of Coupliance with Stormwater Regulations reeved fdc this project.
awe Date,_
a Notary Public for the State of--- Cry pl
do hereby certify that --- _ personally appeared before me
is day of _ 19----, and acla ledge tix due execution of Tire faegting instnut>ent 1Y= n2)
od and official seal,
SEAL
ly commission eng dm
10
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
THIS RETENTION POND OPERATION & MAINTENANCE AGREEMENT
("Agreement") is made and entered into this 10+L day of July, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek").
WITNESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property known as "Cripple
Creek Investments, LLC" and more particularly described in "Exhibit A" attached hereto and
incorporated herein by reference (hereinafter referred to as the "Real Property"); and
WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENR" ).
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
71197.1
(3) MowingNegetation Mana ement. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
excessive erosion or sedimentation in or around the basin and correction of the
same;
- cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite removal of same.
Inspectors are to have an inspection sheet ("Exhibit B") when doing inspections
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
Checks every six (6) moths, or more frequently, for:
- sediment buildup and the need for removal
- erosion along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
- erosion at the inlet and outlet and methods of stabilization;
- seepage through the dam; and
- operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation, pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1
(7) Owners Responsible. During the month of January of each year, the respective owners
of the Real Property and its subdivided Parcels shall designate and appoint a committee of three (3)
persons to represent them and take on the responsibility ofthe Real Property owners complying with
the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by acceptance of
a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree
to pay to the appropriate committee as established pursuant to Section (7) hereof, or to Cripple
Creek, each of which shall be fixed, established, and collected from time to time as hereinafter
provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and other
assessments or charges relating to the maintenance and operation of the retention
pond and stormwater control system as provided hereunder;.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall be
a charge on the land and shall be a continuing lien upon the property against which
the assessment or charge is made. Each such assessment or charge, together with
interest, costs and reasonable attorney's fees incurred by the committee and/or
Cripple Creek in collecting delinquent assessments or charges, shall also be the
personal obligation and the responsibility of the entity who was the owner of such
parcel at the time the assessment or charge became due. No owner may escape
liability for any assessment or charge through non-use of or through abandonment of
his property. The obligation of an owner for delinquent assessments or charges shall
pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to the operation and
maintenance of the retention pond and the stormwater. system shall be conducted in compliance with
the Rules and Regulations of NCDENR and the applicable. rules and regulations of the applicable
local governmental authorities.
(10) Obligations Appurtenant to Real Pronerty. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with tfie Real Property and all of its Parcels
upon subdivision of the Real Property, and shall be binding upon all successive owners in interest of
the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENT ,LLC
By ,,Q (SEAL)
naging Me Aber
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
I, a Notary Public, in and for said County and State, do hereby certify that
games C. R ?chandc_o,rt jr- , the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes expressed therein./
WITNESS my hand and Notarial Seal, this }h day of July, 2000.
?? - a 9 NVz 1r>
Notary Public
My Commission expires:
I -as ="
71197.1
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. I of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood L. Perry; Lot-No. 1-of the plat recorded-in Plat Book 21-at Page277,
Catawba County Registry; and running thence from said BEGINNING point,
North 09°5332" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called. Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67°22'52" West 86.24 feet; North 68°05'37" West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74°21'30" West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and
Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
EXHIBIT "A"
PARCEL NO. (3):
BEGIlVNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' flat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65°44'28" West 101.39 feet,- North 67°03'28" West 100.37
feet to the southwestern corner of Lot No.. I of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22057' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71°46'43" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in _
the right of way of 15th Avenue Place, S.E.
JUL. IU'. LUUU i . I`fMWI 1vvLUI';1D1;1 n! LL MIJ I.
"Exhibit B"

POND MAINTENANCE REQUIREMENTS
Project Name: Project Number:
Responsible Parry: Phone Number:
Address:
1. Inspect Monthly, or after every runoff-producing rainfall event, whichever comes first
A. Remove debris from the trash rack
$. Check and clear the orifice of any obstructions, If a pump is used as the drawdown mechanism, check for
pump operation.
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, check the filter for sediment accumulation, erosion and
proper operation of the flow spreader mechanism. Repair as necessary,
H. Quarterly
A. Inspect the collection system (Le,, catch basins, piping, grassed swales) for proper functioning. CIear
accumulated trash from basin grates and basin boMms, and check piping for obsuucdoas.
B. Check pond inlet pipes for undercutting, replace ziprap, and repair broken pipes.
C. Reseed grassed swaies, including the vegetated filter if applicable, twice a year as necessary. Repair
eroded areas immediately.
M. Every b months
A. Remove accumulated sediment from the bottom of the outlet structure.
B. Check the pond depth at various points in the potd If depth Is reduced to 75% of original design depth,
sediment will be removed to at least original design depth
9
JUL. IU, 10UU 14AM LULUIVIb!AR HILL MUI, NU. ?1 ! r. 6
'i:l?9tC:Y`lL?Itw'?gM ?,Yf. \ti. V' ? • 1' ?'.Nelf.?klgR'M \ fir. ?., f?,`I x:fY'//.11:=Y nv?+E?w?MVYwW
•.?.'MM?R•VIER.4?If.-.l-?tI,OM/?Llu•MwOt1:•.L(y?..rr. ?pn..- - .. _
•r_.Z-i-x-Z- Q Z-JJ YIT'I::tw ice' E rl' ,DJJr,T?
!PAGE 2
IV. GeVral
A. Mow the side slopes, not including normally submerged vegetated shelf, aooar'ding to the see M Maximm grass
M10wa be 671
:
B. Cattails, and other indgaxw wetland plants, are encouraged along the pond perime "; however, they n=st be
removed whets they cover the entire surface area of the pond
C. The orifice is designed to draw down the pond in 2-5 days. If drawdown is not acrnnVlishe l in that time, the
system may be clogged Mr source of the clogging imst be farad and eliminated
D. All components of the detmdon pond system must be kept in good working ordex.
V. Special Requirements
1, -- . hereby acknowledge that I am the financially
responsible patty far main? of this detattion pond I will perform the maintenance as outlined
above, as part of the CmMcarion of Canpliance with Sttxmwater Regula&m received for this project.
Signature: Date;
11 a Notary Public fcr the State of____ County of
do hereby certify that personally appeared before me
this day of 19- -- , and achuwledge tine due execution of the. fcrege?ing wOumeM 'Ml= m}
hand and offcaal seal,
SEAL
Asian eat
10
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
RETENTION POND OPERATION & MAINTENANCE AGREEMENT
THIS RETENTION POND OPERATION & MAINTENANCE AGREEMENT
("Agreement") is made and entered into this 10`k day of July, 2000, by Cripple Creek
Investments, LLC, a North Carolina limited liability company with its principal office located at
Hickory, North Carolina (hereinafter referred to as "Cripple Creek").
WIT`NESSETH:
WHEREAS, Cripple Creek is the owner of that certain real property known as "Cripple
Creek Investments, LLC" and more particularly described in "Exhibit A" attached hereto and
incorporated herein by reference (hereinafter referred to as the "Real Property"); and
WHEREAS, Cripple Creek plans to subdivide and develop the Real Property and to sell
various parcels (the "Parcels") thereof, and in connection with the development of the Real
Property and the transfer of the Parcels resulting from the subdivision of the Real Property, a
water and soil retention pond will be required to be developed and maintained to serve the Real
Property and the Parcels comprising the same; and
WHEREAS, Cripple Creek desires to memorialize its agreement to develop the retention
pond and storm water control system to serve the Real Property and its subdivided Parcels; and
WHEREAS, Cripple Creek desires that the operation and maintenance of the retention
pond and stormwater control system be shared by the successor owners of the Real Property and
its subdivided Parcels.
NOW, THEREFORE, for the aforementioned purposes, Cripple Creek states and agrees
as follows:
(1) Construction of Retention Pond. Cripple Creek agrees to construct a retention pond
and stormwater control system. to serve the Real Property and its subdivided Parcels in
accordance with the Rules and Regulations of the North Carolina Department of Environment &
Natural Resources ("NCDENIU ).
(2) Operation and Maintenance. The retention pond and stormwater control systems
shall be monitored by the respective owners of the Real Property and its subdivided Parcels.
The respective owners of the Real Property and its subdivided Parcels shall be responsible for all
costs and expenses relating to the operation and maintenance of the retention pond and
stormwater control system on a prorata basis consistent with the number of acres of the Parcel(s)
each owner owns in relation to the entire acreage making up the Real Property.
71197.1
(3) Mowing/Vegetation Mana eg_ment. The respective owners shall provide for the area
comprising the retention pond and stormwater control system to be mowed once every two weeks
beginning May 1 of each year through September 30 of each year. From October 1 through April
30 of each year, the owners shall be responsible for such property being mowed once per month.
During each mowing session, the owners shall provide for the inspection of the surrounding
vegetation and management of the same in compliance with the Rules and Regulations of
NCDENR. Further, the inspections shall include the following:
inspect monthly, or after every runoff producing rainfall event, whichever comes
first;
- obstructions of the inlet and outlet devices by trash and debris and removal of the
same;
excessive erosion or sedimentation in or around the basin and correction of the
same;
- cracking or settling of the dam and correction of same;
- deterioration of inlet or outlet pipes and repair of same;
- condition of the emergency spillway and requisite repair;
- stability of side slopes and requisite correction of same;
- up and downstream channel conditions; and
- woody vegetation in or on the dam and requisite removal of same.
Inspectors are to have an inspection sheet ("Exhibit B") when doing inspections.
(4) Semi-Annual Inspection. Every six (6) months, the committee set forth in Section (7)
below shall meet with an appropriate engineer and inspect and determine the requisite action and
take such requisite action regarding the following matters:
- Checks every six (6) moths, or more frequently, for:
sediment buildup and the need for removal
- erosion along the bank and the need for reseeding or stabilization and, if
reseeding is necessary, a reseeding schedule;
- erosion at the inlet and outlet and methods of stabilization; -
- seepage through the dam; and
operation of any valves or mechanical components.
(5) Debris. After each and every storm event, the owners of the Real Property and its
subdivided Parcels shall be responsible for the property upon which the retention pond and
stormwater control system are situate to be inspected for debris and for the clearing of the same,
all in accordance with the Rules and Regulations of NCDENR.
(6) Sediment. When the level of sediment reaches 989.0 feet above Sea Level, or one (1)
foot above normal bottom, the respective owners of the Real Property and its subdivided Parcels
shall be responsible for the removal of the sedimentation, pursuant to and in accordance with the
Rules and Regulations of NCDENR.
71197.1
(7) Owners Responsible. During the month of January of each year, the respective owners
of the Real Property and its subdivided Parcels shall designate and appoint a committee of three (3)
persons to represent them and take on the responsibility of the Real Property owners complying with
the terms and conditions of this Agreement.
(8) Creation of the Lien and Personal Obligation of Assessments and Charges. For each
Parcel owned within the Real Property, the owner of each Parcel hereby covenants, by acceptance of
a deed therefor, whether or not it shall be so expressed in such deed, is deemed to covenant and agree
to pay to the appropriate committee as established pursuant to Section (7) hereof, or to Cripple
Creek, each of which shall be fixed, established, and collected from time to time as hereinafter
provided:
(a) to the appropriate committee or to Cripple Creek, a prorata share of annual and other
assessments or charges relating to the maintenance and operation ofthe retention
pond and stormwater control system as provided hereunder;.
(b) each such assessment or charge on a Parcel, together with interest thereon and the
costs of collection thereof, including attorney's fees as hereinafter provided, shall be
a charge on the land and shall be a continuing lien upon the property against which
the assessment or charge is made. Each such assessment or charge, together with
interest, costs and reasonable attorney's fees incurred by the committee and/or
Cripple Creek in collecting delinquent assessments or charges, shall also be the
personal obligation and the responsibility of the entity who was the owner of such
parcel at the time the assessment or charge became due. No owner may escape
liability for any assessment or charge through non-use of or through abandonment of
his property. The obligation of an owner for delinquent assessments or charges shall
pass to his successors or assigns in title unless
(9) Governmental Compliance. Any and all activities relating to the operation and
maintenance of the retention pond and the stormwater system shall be conducted in compliance with
the Rules and Regulations of NCDENR and the applicable rules and regulations of the applicable
local governmental authorities.
(10) Obligations Appurtenant to Real Property. The terms, conditions and obligations set
forth in this Agreement shall be appurtenant to and run with Te Real Property and all of its Parcels
upon subdivision of the Real Property, and shall be binding upon all successive owners in interest of
the Real Property and any Parcels resulting from the subdivision thereof.
(11) Recordation. This Agreement shall be recorded in the Catawba County Registry.
71197.1
IN WITNESS WHEREOF, Cripple Creek Investments, LLC, executes this Agreement,
all as of the day and year first above written.
CRIPPLE CREEK INVESTMENTS, LLC
By: ?\eWw." Y,? (SEAL)
naging Me ber
STATE OF NORTH CAROLINA
COUNTY OF CATAWBA
I, a Notary Public, in and for said County and State, do hereby certify that
nn&s C - gt,hnpd54Y1 'fir . , the Managing Member of Cripple Creek Investments,
LLC, personally appeared before me this day and acknowledged the due execution of the
foregoing instrument for the purposes expressed therein./
WITNESS my hand and Notarial Seal, this lb +'\ day of July, 2000.
Notary Public
My Commission expires:
71197.1
EXHIBIT "A"
PARCEL NO. (1)
BEING all of Lot No. 1 of the Elwood L. Perry Property according to
a plat of the same recorded in Plat Book 21 at Page 277, Catawba
County Registry, to which said plat reference is hereby made for
greater certainty of description.
PARCEL NO. (2)
BEGINNING at a 0.04' rebar, the northeastern corner of the property of
Elwood L. Perry; Lot-No. 1-of theplat recorded-in Plat Book 21-at Page 277,
Catawba County Registry; and running thence from said BEGINNING point,
North 09°53'32" East 168.29 feet to an iron pin set in the eastern margin of
19th Street Drive, S.E.; thence a line within the margin of said Street, North
09°47'28" East 584.55 feet to a right of way monument located in the
southern right of way of Interstate 40; thence with the southern right of way
of Interstate 40, South 71°46'43" East 446.79 feet to an iron pin, the
northwestern corner of Nadine M. Yoder; thence with Yoder's western line,
South 8°55' West 986.09 feet to an iron pin; thence South 22°57' West 200
feet to a 0.08' flat bar in the northern margin of 15th Avenue Place, S.E.
(formerly called. Old Startown Road); thence with the northern margin of
said 15th Avenue Place, S.E., the following calls and distances: North
67°22'52" West 86.24 feet; North 68°05'37" West 100.62 feet; North
69°20'45" West 103.82 feet; North 70°58'52" West 56.66 feet; North
74°21'30" West 72.99 feet to a point located North 09°52'59" West 5.68 feet
from an iron pin located within the right of way of said 15th Avenue Place,
S.E., and in the eastern line of the property of Buck's Baits, Inc.; thence
with the eastern line of Buck's Baits, Inc., and Elwood L. Perry, North _-
9°59'31' East 414.34 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter; the plat of the the
Buck's Baits and Elwood L. Perry property; and from a survey by
Bradshaw Surveying Company dated October 28, 1999, entitled "Property
of Fresh Foods, Inc.," with reference to Field Book No. 176, 177 and
Drawing B-609. -
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
EXHIBIT "A"
PARCEL NO. (3):
BEGINNING at a right of way monument for the southern right of way of
Interstate 40, the same being the northwestern corner of the property of
Aundria R. Coulter, et al, as recorded in Book 2027, Page 1145, Catawba
County Registry; and running thence from said BEGINNING point with the
Coulter line, South 23°26'33" East, passing a 0.12' pipe at 154.45 feet, in all
a total of 394.21 feet to a 0.10' pipe; thence continuing with Coulters' line,
South 28°09'46" East, passing a 0.10' pipe at 400.24 feet (which point is the
northwestern corner of Lot No. 1 of Plat Book 18, Page 104), in all a total
of 515.21 feet to a 0.08' flat bar, the northwestern corner of Curtis N.
Mauser, Jr., and others in Coulters' line; thence with the Mauser line, South
24°42'46" West 574.47 feet to a 0.08' flat bar in the northern margin of 15th
Avenue Place, S.E. (formerly called Old Startown Road); thence with the
northern margin of 15th Avenue Place, S.E., the following courses and
distances: North 65'44'28" West 101.39 feet; North 67°03'28" West 100.37
feet to the southwestern corner of Lot No. 1 of Plat Book 18, Page 104; North
67°08'30" West 290.67 feet to a 0.08' flat bar, the southwestern corner of the
former Franklin S. Mauser and Dorothy B. Mauser tract, as deeded in Book
1210 at Page 795; thence with Mauser's eastern line, North 22057' East
200.00 feet to an iron pin; thence continuing with Mauser's line, North 8°55'
East 986.09 feet to an iron pin in the southern margin of the right of way of
Interstate 40; thence with the southern margin of said Interstate 40, South
71046143" East 39.42 feet to an Interstate 40 right of way monument; thence
South 24°28'51" East 30.88 feet to the place and point of BEGINNING. This
description being taken from deeds referred to hereinafter and also from a
survey by Brandshaw Surveying Company dated October 28, 1999, entitled
"Property of Fresh Foods, Inc.", with reference to Field Book No. 176, 177
an Drawing B-609.
ALSO CONVEYED HEREIN is all right, title and interest of the Grantor in
the right of way of 15th Avenue Place, S.E.
JUL. IU. [UUU i s 14^1;1 vJLUN1Di t! n 1 L L IN I, 1`JV'. 7LiI r,
"Exhibit B"
POND MAINTENANCE REQUIREMENT'S
Project Name: _ Project Number;
Responsible Party: Phone Number:
Address:
I• Inspect monthly, cc after every runoff-producing rainfall event, whichever comes first
A. Remove debris from the trash rack
$• Check and clear the orifice of any obstructions, if a pump is used as the drawdown mechanism, check for
pump operadon..
C. Check the pond side slopes; remove trash, repair eroded areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, check the filter for sediment accumulation, erosion and
proper operation of the flow spreader mechanism. Repair as necessary,
U. Quarterly
A. Inspect the collection system (i.e., catch basins, piping, grassed swales) for proper functioning. Clear
accumulated trash fmm basin grates and basin bottoms, and check piping for obstructions.
B. Check pond inlet pipes for undercutting, replace dprap, and repair broken pipes.
C. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair
eroded areas immediately.
III. Every b months -
A. Remove accumulated sediment From the bottom of the outlet structure.
B. Check the pond depth at various points in the pond. If depth is reduced to 75% of original design depth,
sediment will be removed to at least original design depth
9
JUL, lU. ZUJi) 14AM i;ULUPr`1b1R HILL MU I, MU, ?f ! !; h
1..4. r!', iii !'(1tie•'1'r??.'TTrPr
PAGE 2
IV, General
A. Mow the side slopes, not including normally submerged vegetated shelf, according to the season. Maxi=m grass
height will be 6",
B. Cattails, and other indigenous wetland planks, are encouraged along the pond perimeter, hawever, they nest be
r=oved when they cover the entire surface area of the pond
C. 711 a Ece is designed to draw down the pond in 2-5 days. If drawdown is not accuWlislied in that time, the
system may be clogged The source of the c1094 must be found and eUminated.
D. All componems of the detention pond system must be kept in good working order.
V. Special Requireux'aas
1, . hereby ackaawlaige that I am the Snancially
responsible party for ma=miance of tius d=lion 1?cxd I will perform the maintenance as outlined
above, as park of the Certification of Compliance with Stcrmwater Regula&m received fcr this project.
Signature: Date;
a Notary Public for the State of---- ' County of
do hereby cartify that -- personally appeared before me
this day of 19- _ and ac"7wledge the due execution of tl-a facg? . xorj 8 m}
hand and official seal,
SEAL
My commission expim .
1Q
MEMORANDUM
TO:
SUBJECT:
John Dorney
Non-Discharge Branch
Regional Contact:
WQ Supervisor:
Date:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dorothy B. Mauser
Project Number 99 1425
Recvd From APP
Received Date 12/29/99 Recvd By Region
Project Type road extension
County Catawba
County2
Region Mooresville
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. Elm
26 Stream O Y O N F 11-129-5 ?? 30,835. F 275.00 275.00
f--F- o Y O N fF-f-f -F-? F_ (_I_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N
Recommendation: O issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
In a conversation with the applicant's engineer (Chuck Davis) on 5-2-2000, the engineer indicated
that the 275 feet of impacts could be reduced to below 150 feet, which would eliminate the need for a
401 Certification. A revised plan is to be prepared and a request submitted to withdraw the
applocataon Mr. Davis_ - Michael Parker (It should be noted that Charley Schwartz did the
actual site visit for this eject)
cc: Regional Office Pao Number 1
Central Office 9
Wetlands Tracking
Projects
Facility Name `Dorothy B. Mauser County Catawba
Project Number 99 1425 County2
0Inactive Region Mooresville
Project Type , purpose of road extension DCM Office
Location Clark Creek I COE Office Asheville
401s Last Total Total Total Mit Recvd Sent to Recvd Action 401 401 Totals Mit
Recvd From Date Region Region Date Last Action Acres Feet Acres Feet
APP 12/29/99 3/112()(M 5/11/2000 > Naughty
Total for Project:
Inspections/ Violations
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St
4 Y ..x)
1 ? ? inspect.
i

I
nH`
^W
O
?S
1T ? 9
k
Rl,
AiN,
flu
v >
ree ? +
4£ x l i Y rr j

H Op
(D
C
O
G)
cs'
1
l'
s
1113
Y ;iY??,? ? ? A yr ri
-40
t X14 ?
y . 4
'.?

T
Y.
' iwi'

H
O?^
I Y?
v
n
f
/ v
I
;,Lie .` ??•?..." 1/ a. • -
e ?y
t? b 1 tai m? fa'"?..
.
Y,• t ti?:r v;,?a
36M?' t , f •
11 14
"oj
-Alr
,
s OF.
LL 1
p-
1
a

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Charles H. Davis, Jr., PE
Atlantic Plan Engineering
PO Box 1691
Hickory, NC 28603-1691
Dear Mr. Davis:
A ??
NCDENR
Division of Water Quality
June 21, 2000
Subject: Stormwater Management Plans
DWQ Project No. 991425
Catawba County
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined
that additional information is necessary to complete the technical review process. The required additional
information is as follows:
Permanent Water Quality Pool, Temporary Water Quality Pool
The permanent pool surface area to drainage area ratio (SA/DA) for a 5 foot average permanent pool
depth pond that is tributary to an area that is 70% impervious should be 2.07. Your submittal
indicated that an SA/DA ration of 1.96 was used to determine the required surface area. (Reference
NCDENR Stormwater Best Management Practices Manual, April 1999.)
Also, please submit plan details of the pond area at a scale of 1:50 or less.
2. Draw Down Orifice Diameter
The diameter of the orifice must be sized to draw down the temporary water quality pool volume in
48 to 120 hours. Please submit calculations to show that this will be achieved.
3. Forebay
All stormwater wet detention basins are required to have a forebay to facilitate TSS removal. The
forebay should be approximately 20% of the total basin volume. Reference NCDENR Stormwater
Best Management Practices Manual, April 1999 Please revise the engineering plans to meet this
requirement.
4. Emergency/Maintenance Drain
An emergency/maintenance drain must be provided to draw down the permanent pool volume.
Reference NCDENR Stormwater Best Management Practices Manual, April 1999. Please specify
this on the engineering plans.
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
5. Vegetated Side Slopes
The basin side slopes above the permanent pool down to the vegetative shelf must be stabilized with
vegetation and side slopes no steeper than 3:1 (horizontal to vertical). Landscape information must
be clearly stated on engineering plans.
6. Access
Access to the pond must be adequate to allow for maintenance of the basin and associated structures.
Please specify access routes on the engineering plans.
7. Drainage Area
Wet detention basins must be designed to treat all of the runoff draining to the basin. Please
delineate the drainage area including offsite drainage to the basin. It is not clear how the lower
portion of the site will drain to the top of the pond.
8. Operation and Maintenance Agreement
An operation and maintenance agreement is required. Typical requirements for an operation and
maintenance plan include the following:
• Vegetation management/mowing schedule
• Semi-annual inspections
• Debris check after every storm event
• Benchmark for sediment removal (specific elevations listed)
• Designation of a responsible party
The operation and maintenance agreement must also be signed by the responsible party and
notarized.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of
receipt of the requested information. Completing the enclosed worksheet will greatly decrease the staff
review time. If you have any questions or would like to discuss this project, please contact me at (919)
733-9584.
-
- - Sincerely,
Todd St. John, PE
Environmental Engineer
Attachments
cc: John Dorney, Wetlands/401 Unit
Mooresville Regional Office
File
, r
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation ft.
Permanent Pool Elevation ft.
Temporary Pool Elevation ft.
Permanent Pool Surface Area sq. ft.
Drainage Area ac.
Impervious Area ac.
Permanent Pool Volume cu. ft.
Temporary Pool Volume cu. ft.
Forebay Volume cu. ft.
SA/DA used
Diameter of Orifice in.
(average elevation of the floor of the basin)
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
IL REQUIRED ITEMS CHECKLIST .
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
Applicants Initials
-The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet.
A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1

E .tagwnN a6aa
Project No. DWQ 991425
Project Name: Mauser
SIIRMITTM DF,.SI(TN.• RF,QIIIRF,D DF,SIGAr.-
elevations status
Bottom of Basin (ft) 988
Permanent Pool (ti.) 993 5 ft. depth ok
Temporary Pool (ft) 995.89 2.89 ft. depth ok
areas
Permanent Pool SA (sq ft) 26570 28055 sq. ft. checksurfac
Drainage Area (ac) 31.12
Impervious Area (ac) 21.78 70.0%
-
volumes
Permanent Pool (cu ft) 0
Temporary Pool (cu ft) 76816 76804 cu. ft. ok
Forebay (cu ft) 0 #DIV/0! % #D1V10,
other parameters
SA/DA 0 2.07 -
Orifice Diameter (in) 6 1.14 efs drawdown -
Design Rainfall (in) 1 0.8 day drawdown check clraw,
a?lI1.O l2.1;U8?
901:10 IL-000811
:oo
Linear Interpolation of Correct SAIDA * * *
Impervious
Next Lowest 70
Project Impervious 70.0
Next Highest 80
5 ft. Permanent Pool Depth
SA/DA from Table
2.07
2.07
2.38
W" Tr A r.) 7' Y,' V TT YA Air71*4t'f 7'rl " 7-

0. EGUY116911 FAX: [phone],93-1
RR..Kf.AR.Y., 1Yt,.. .&al?tFap 39.,8 E1U BY.1pl8Y1OCpYYYlIYaC.c4JYfA
June i, 2000
-,John Dorney, Direr ftw,
1 7C'•Lt~1•r1 T,
Division of Water Quality
621 Mail Service Center
RaIei&a'411C 27 Vin'-1621
Dear Mr. Dorney:

i (1-
41
?t
piea3m' find the re-vis- d plan-s' and a re-ju t on the. Cripple Cree-h Invo_. _nentss' L LC
meeting of June 2, 2000 with Todd St. John and yoUfSetfpresent representing the DWO.
The plans and report are our interpretation of the findings and results and iwe are
smybmittinP, the?0. at thi-, time.
On the l time with the roadway cvi? beyond the Cripple Creek r`an-te,txx?c *,.u.?x? he City
xxwith construction o
Nick j wked r::s rm to i6ve them a proposal for dsi and engineering n#' the
roadway extension.. It is in the process of City approval.
vripkl1h, ?.rr eel:.°' sites 7'.AA ue r eC&%&y fir uaA4 vi.f ?° WA M1 tua°' v4LY viL ALA.n' jv y 0 ru &%ray
eidension is completed, at which time it will be possible for the Water Quality Pond to be
built.
Please, note that this ponds service area is 31•-acres, this is more than the drainage area,
we have 23 acres in the t. rirale Creep S'ite.
l l
Cripple Creek- Jnv"estments, LLC will give you a guarantee necessary to assure the D WQ
that the pond will be built as soon as the road:Nay construction permits and it will be the
long-term responsibility of a management company or a business owners association to
maintain the pond facility.
?'?eage7 ecrn?nc?r thee: ?f?frnfg?ncrn?7 ??re appre?riate yrlfd' f?'leeti;ig ?ttith if_g,
?arAe.;? Tri. Davis, Jr-, x.s.
EN INF.ERI1 G & .I'LA M VING CONS UL TA WS
828427-262-1
P.O. BOX1691 FAX. 82"27-0931
.IC'RORY, NC 28603-I691 E-MM sttnimacaminc.com
Meeting of 2nd of June, 2000
on the
Cripple Creek Investments, LLC property on
13 Ave. Drive SE Extension, Hickory, with all concerned parties.
(1) It is necessary to extend 13* Ave. Drive SE Extension as straight as possible.
(2) It is also necessary to impact the perennial East-West Stream as little as possible.
(3) It is necessary to have a water quality wet pond or detention pond to remove 85%
of pollutants for all the waters of the development area
Solutions Approved at Meeting.
(1) To continue 1301 Ave. Drive SE Extension with acceptable alignment for the City
of Hickory the perennial stream may be impacted not to exceed 150 ft from its
present ending at a 8-fl culvert on its west end
(2) A wet pond for 85% pollutant removal must be built as soon as the 130i Ave.
Drive SE Extension is brought to grade on, and immediately adjacent to the
property on its eastern perimeter.
This makes construction of the pond possible in the agreed location, the exact
wording of this agreement to allow the development and sale of the property with
assured construction of the pond for long term "85°fb removal of pollutants" when
the road grade completion makes this possible to be worked out to the satisfaction
of all parties. This to be done between the Cripple Creek Investment, LLC group
and Todd St John as directed by John Dorney ofDWQ.
(3) A new application for a 401 Certificate to be prepared and presented with the
understanding that it is approvable and acceptable as of this time, if we, in good
faith, follow the agreements of June 2, 2000. It being understood that all parties
agreed to the difficulties involved in the 401-program administration and
effectuation and are in agreement on this project
Cripple Creek Investments, LLC has not had, and does not have any desire to
violate DWQ requirements, and DWQ has no desire to impede their project or any
project provided the determinations made are faithfully followed to the benefit of
all partners.
The new 401 Certificate application must include the length of the intermittent
jurisdictional, but non-mitigatable north-south stream, and the 275-foot perennial
stream, of which 80-ft is to be culverted and 704 to have an apron constricted
to de-energize the water, for a total of just under 150-feet
a • 7 ??
Mate: Cripple Creek Investments, LLC is most appreciative of Todd St Johns'
instigation of this meeting and Jahn Barney making room in his busy schedule for it It
was most successful for all concerned and Cripple Creek Investments, LLC appreciates
DWQ's efforts and a "not perfecf", but equitable solutions to the problems and
opportunities.
Thank you,
les Ii Davis, Jr., P.E.
for the Cripple Creek Investments, LLC

C--knittions for Wet Detention Pond
4.1
A 31.12 acre site with 21.78 acres of impervious cover.
L-W NO$ GtOUP?
!)&iER flUA$ ITY SECTM
1. % impervious = 21.78131.12 = 701/o
2. Assume an average permanent pool depth of5 feet
3. From the chart, with 70% impervious and a 5 foot depth, the SAIDA ratio is give
as 1.96%.
4. The required surface area would then be:
(1.961100) 31.12 ac. = 0.601 ac. (26,569.51 sq.ft.)
Finding the volume to be controlled from the 1" storm
The design runoffvolume (the water quality pool) to be controlled must then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Example: Again., on the same 31.12 acre, TM impervious site.
Using the runoffvolume calculation in the "Simple Method" as described by Schueler
(1987):
Rv = 0.05 + 0.009(Rv = runoff coefficient = storm runoff(imhes)Istorm rainfall (inches)
I = Percent Impervious = Drainage area (acresyhWervious portion of the
drainage area (acres)
In this example:
Rv = 0.05 + 0.009 (70)
Rv = 0.68 (inches/)
For the volume that must be controlled:
Volume =1" rainfall * 0.68 (inchessO * 1112 (feetlinches) * 31.12 acres
Volume =1.763 acre feet or 76,815 cu ft
This volume must be dram down over a period of two to five days.
SURFACE AREA TO DRAINAGE AREA RATIO (SA/DA) FOR PERMANENT POOL SIZING
FOR 85% POLLUTANT REMOVAL EFFICIENCY
no
PERMANENT POOL DEPTH (FEET)
IMPERVIOUS % 3.0 4.0 5.0 6.0 7.0 8.0 9.0
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.85 0.70 0.64 0.62
40 1.73 1.43 1.25 1.03 0.90 0.82 0.77
50 2.00 1.73 1.50 1.33 1.09 1.00 0.92
60 2.39 2.03 1.66 1.51 1.29 1.17 1.10
70 2.75 2.27 1.96 1.79 1.48 1.35 1.29

Callculdim- for W. et Detention Pond
A 31.12 acre site with 21.78 acres of impervious cover.
L'=WN-U-6 O-P--'
// / IATFR UA ITY SECT r,-
1. % impervious = 2.741311.12 7(r/.
2. Assume an average permanent pool depth of 5 feet
3. From the chatt, with 70°/o impervious and a 5 foot depth, the SA1DA ratio is give
as 1.96°0.
4. The required surface area would then be:
(1.96/100) 31.12 ac. = 0.601 ac. (26,569.51 sq.fl.)
Finding the volume to be controlled from the 1" storm
The design nmoff volume (the water quality pool) to be controlled must then be held in
the pond above this pool permanent pool level. An example of finding this volume is
shown below:
Fkample: Again, on the same 31.12 acre, TM impervious site.
Using the runoffvolume calculation in the "Simple Method" as described by Schueler
(1987):
Rv = 0.05 + 0.0090
Rv = runoff coefficient = storm runoff(inches)/storm rainfall (inches)
I = Percent Impervious = Drainage area (acres)/Imperviow portion of the
drainage area (acres)
In this example:
Rv = 0.05 + 0.009 (70)
Rv = 0.68 (inches/)
For the volume that must be controlled:
Volume =1" rainfall * 0.68 (inches/) * 1/12 (feettinches) * 31.12 acres
Volume =1.763 acre feet or 76,816 cu.ft
This volume must be drawn down over a period of two to five days.
-. ,
SURFACE AREA TO DRAINAGE AREA RATIO (SA/DA) FOR PERMANENT POOL SIZING
FOR 85% POLLUTANT REMOVAL EFFICIENCY
c:
PERMANENT POOL DEPTH (FEET)
IMPERVIOUS % 3.0 4.0 5.0 6.0 7.0 8.0 9.0
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.85 0.70 0.64 0.62
40 1.73 1.43 1.25 1.03 0.90 0.82 0.77
50 2.00 1.73 1.50 1.33 1.09 1.00 0.92
60 2.39 2.03 1.66 1.51 1.29 1.17 1.10
70 2.75 2.27 1.96 1.79 1.48 1.35 1.29

14 r

K
-- ?J
C- C
-? l •_ l` ?,,
. r. am- _.,r.? ._. _,_? _ ?'- \ *y `^.•a.. '°p?.

•

- r ,
r

- N I

t ? r

P r ? r ?

14

e ?
C? P

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Dorothv B. Mauser
Project Number 99 1425 t,? K Njy
Recvd From APP ` (" 16D Received Date 12/29/99 Recvd By Region
Project Type road extension
County Catawba
County2
Region Mooresville

Certificates Stream Stream Impacts (ft.)
Class
Permit Wetland Wetland Wetland Stream Acres Feet,
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 Stream O Y O N ?- 11-129-5 __F__ 30,835. 275.00 275.00 F-
F-r
r
Mitigation Wetland
MitinntinnTvnP Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? p Y O N Recommendation: Q Issue 0 Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
In a conversation with the applicant's engineer (Chuck Davis) on 5-3-2000, the engineer indicated
that the 275 feet of impacts could be reduced to below 150 feet, which would eliminate the need for a
401 Gertification. A revised plan is to beprepared and a request submitted to withdraw the
application per Mr. Davis_ - Michael Parker (It should be noted that Charley Schwartz did the
Regional Office
Central Office
F-I t4wic-01 -
*? Page lumber
Facility Name Dorothy B. Mauser County Catawba

Project Number 99 1425 Regional Contact: Michael L Parker
Date: 5/4/2000
cc: Regional Office
Central Office Page Number 2
VA*
9?? //rcr921
?? jet ?
C;
? Ommtrc,t 41 Fl f s ?
jl-,. ? ? ?
Af?

>z
avo
?ra.Y - 3aa - ?D a a
Toy- ,73 -? 7 VZ

C W44 f ?j
V ? Y y<
MEMORANDUM
Soil & Environmental Consultants, Inc.
244 West Millbrook Road - Raleigh, North Carolina 27609 - Phone: [phone] - Fax: [phone]
Web Page: www.SandEC.com
John Dorney
FROM: Kevin Martin
W/404? / 4 PV9-
RE: Your 2/14/00 letter (copy attached) concerning DWQ #991425
Catawba County, NC
Please find enclosed a response to your request from the project engineer
(Charles Davis, PE). He is including an explanation of the need for the
impacts and the storm water pond design. Charles Schwartz of the DWQ
Mooresville Office previously visited the site to determine stream
significant. Our original application reflects his findings.
If this does not adequately address your concerns or if you require a
further explanation contact Mr. Davis with Engineering/ Plan questions
or me with other questions. Thank you for your prompt attention to this
matter.
Note: We believe the wetland delineation map previously submitted (copy
attached) adequately shows the stream location on site.

C.5 e-)

?C7
?t wV 4X e-29Ae- GAO
Wril:uul Dchllrnuwnul'rnnitung/MtUgaloll Soil/Site L•valuations ht-Site Septic Systans
Nruu 13:tsin xrid Watershed Buffer Evaluations C. oundwatcr Hydrology
Environmental Asscssmcnts!Audits
Endangered Species
I, ( w i, Iti North College Avenue - Newt(n, NC 2X658 - Phonr: Pi'X) IN, "1404 - 1-ax (X28) 406 7406
A M d IlMIC! t '?VG R7 ya A
P.O. BOX 1691
RfMOR1', .Add' 28603-1691
FAX.- 82"27-0931
.]E-. M: adplanpconninc.com
February 18, 2000
Sail & Environmental Consultants, Inc.
Attn: Kevin Martin
244 merest Millbrook Road
Raleigh, IBC 27609
Re: ?; p' Q. 991425, Catawba County
Owner: Cripple Creek Investments, LLC
361 2?" Street N-W
Hickory, NC 28601
Tele: [phone]
Fax: [phone]
rrirj eiy rvrisiR;i'iy: iu1s. i tirri?iiiiy ividti?er
Enclosed, is the Aorm water iran?gement facilities for this project.
A stream is being covered with the detention pond; which pond had to be located at the
lowest point on the property to offer detention to proposed construction.
The stream is to be in an 8-fl. pipe under the pond; the detention pond will have a
controlled discharge into the stream below.
The required construction of a section of thoroughfare made this necessary; the roadway
was initially to be placed above the piped stream; but we could not control the storm flaw
from the roa&v-ay and the remainder of the property with this arrangement
Please, 'mid the plans for the detention and the calculations. The plans show the stream to
be covered and the other details.
Yours Very Truly,
iiarles K Davis, 7r., P.E.

?97
975
?e

1 ~
1025
A
99 1

2 3.11 -
' -_ "8 86
1 1 ?Soli.`62t+I
i L
n
14Jh<'.L-' /'] L I
M M r
19 S
EET
M1 O
`', "17.5 ?O}?k II
975
t

?o:??4A
?
0 1

1630 r`.

8473

SOIL & ENVIRONMENTAL CONSULTANTS, INC. -
PROJECT 99-2-1304 5 I
PRELIMINARY WETLAND APPROXIMATION MAP ^ I
SUITABLE FOR PRELIMINARY PLANNING ONLY.
SSEC RESERVES THE RIGHT TO MODIFY THIS MAP BASED
ON MORE FIELDWORK. SURVEYED DELINEATIONS. OR
ANY ADDITION
L INFORM 30
?
A
ATION. APPROXIMATIONS
WERE MAPPED USING TOPOGRAPHICAL MAPS AND !Al u
GROUND TRUTHING. IF THESE AREAS ARE TO BE

IMPACTED. THEY WILL LIKELY NEED TO BE APPROVED BY /
AND PERMITTED BY THE ARMY CORPS OF ENGINEERS.
\
/ \ SV
KEY

APPROXIMATE LOCATION OF
D S
JURIS
ICTIONAL PERENNIAL
CHANNEL
RF
T
-
9. Iu
APPROXIMATE LOCATION OF
JURISDICTIONAL INTERMITTENT
CHANNEL
306
?D
Parking ) ?„

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ms. Dorothy Mauser
1963 15"' Ave. Place SE
Hickory, NC 28601
Dear Ms. Mauser:
A74 ?
NCE)EI
NORTH CAI
ENVIRONMENT
February 4, 2000
DWQ#: 991425
Catawba County
On December 29, 1999 the Division of Water Quality (DWQ) was notified by
receipt of your application regarding your plan to fill wetlands for the purpose of
developing the Dent-Miller-Mauser property. Approval from DWQ is required to disturb
these wetlands. In particular as described in 15A NCAC 213 .0502, we will require you to
locate all streams and ponds on the property with a site plan for the development which
clearly shows wetlands and streams to be filled must be provided. Please show these on a
site map of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H.0500
Please call me at 919-733-9646 if you have any questions or would require copies
of our rules or procedural materials.
Cc: Mooresville DWQ Regional Office
Wilmington Corps of Engineers
File copy
Central files
Kevin Martin; Soil and Environmental Consultants
991425.hld
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
J Telephone [phone] FAX 11 7;3-9959
An Equal Opportunity Affirmative Action Employer 50", rrcvrlccl/Itl'/ potit consunx•i paprr
.. _. _ . ,,
Soil & Environmental Consultants, Inc.
244 West Millbrook Road • Raleigh, North Carolina 27609 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
S&EC, Inc. 99-2-1305
Dece ber 28, 1999
US Army Corps of Engineers f7 NCDEHNR - DWQ l? #
Attn: Mr. Steve Chapin c
EQ Attn: Mr. John Dorney - Z),
151 Patton Avenue, Room 143 4401 Reedy Creek Dri
Asheville, NC 28801-5006 Raleigh, NC 27607 , P03
Dear Mr. Chapin and Mr. Dorney: WATFf?a+Ea
The purpose of this letter is to request authorization for wetland impacts under Nationwide Pe RM
26 and its general 401 Water Quality Certification for the project known as Dent Miller, Mauser
Property, Hickory, Catawba County, North Carolina. The project as proposed impacts
approximately 275 linear feet of Waters of the US. Piping under the existing 19'' Street Drive SE
to the West and piping under the existing Interstate 40 to the North border the 275 linear feet of
open channel. The City of Hickory is requiring an extension of the existing road that ends at the
property boundary. The proposed activity is located within lands owned by Dorothy Mauser.
The channel proposed for impact runs east to west at the northern portion of the property. The
attached site plans and USGS topo quad show the approximate location of the project.
Charley Schwartz with NC DWQ visited the site on November 5, 1999 and determined the
channel perpendicular to the tributary proposed for impacts to be insignificant. During a phone
conversation on November 30, 1999, Mr. Schwartz expressed his determination that the channel
running east to west was significant while the channel perpendicular to it was not. Mr. Schwartz
stated that there was no flow within this insignificant channel during his site visit.
All impacts are approximately shown on the attached site plan. Pre-construction notification is
required because under use of NW 26 we are required to notify because impacts exceed 150
linear feet of channel. The proposed activity is located within Catawba County and is within
lands owned by Mrs. Dorothy Mauser. The attached site plans and site location map show the
location of the project.
The use of NW 26 requires notification to NC DWQ. Therefore, the developer has contacted
Atlantic Plan Engineering to develop a stormwater management facility for the project. Chuck
Davis (828-327-2621) is the engineer who is designing the stormwater facility, please call him
with questions regarding that issue and final site plans. Due to road extension requirement and
the existing site constraints, we propose mitigation for these impacts through the North Carolina
Wetland Restoration Program (NCWRP) at a one to one ratio for the 275 linear feet impact.
Sincerely,
??' l et
Kevin Martin
Wetland Delineation/Permitting/Mitigation Soil/Site Evaluations On-Site Septic Systems Environmental Assessments/Audits
Neuse Basin and Watershed Buffer Evaluations Groundwater Hydrology Endangered Species
Branch Office: 25 North College Avenue • Newton, NC 28658 • Phone: [phone] • Fax: [phone]
c
,
2
p . Itt
X111. 1}` t t ??,
..v /.
r `
cj?
APPROXIMATELY 1 MILE
APPROXIMATELY 1000 FEET
SITE VICINITY MAP
MAUSER PROPERTY
(S&EC, INC. 99-2-1305)

HICKORY, N C.
N3537.5-W8115/7.5
1970
AMS 4755 111 ME-SERIES V842
n?; cn
?J N - C)
QUADRANGLE LOCH IT ON

( '
I

1
J1
I

NUV-10-lyyy u1j: iu

r. el
llp?
• 1 Co?xst ta?ats. Inc.
Sal & r?ra m 4W7dab
2S Noah College ?viceue • NarKOn. Nanh C+ol'tna 28659 • pl?otte: (828)+?44'4 fax: (am)
V1ro pW: www.SandEC•CAM
AcrrtT AUMONZATION FORM
E B T-he t
?hnks 'ro
Name: D0r0thy B. Mauset
Addrew, 196315th. Ave_ f'1. S?; Hickar}', NC 3$60 t-
lahone. [phone]
project NounclDescAP60W MUSer pro"'ty
[late: 1010199
The D meat of the AkrW wam'in$ton District
U.S. AMY Corps of E ee"
P.O. Box IBM
`Nllmingtan, NC 2W2-15"
Atta: Sty Chalsin
Field Offic:p-%beville
RE: Wetland Itela" C.unsuffl: "*nd permlttittg
To Wm a it May Culwol : Soil & 16"' ataeatsl CaaWt? I" Ttf ed
L t4cc currrM praPert7 ?' ?7'e ftgm a aad ?Mhoaiooe
tes, to fnr n* requat ?? ?w
to as bebAW V MY ? the prm=Wg of pawh 'KarawSIL ?
o in Oft tic?d?ioue?. etc. &M film day
furtWs raioct'
'this notifiudosa "pemdes any prwigas eorce"do co piag the t P
#asiOsal Conrtreams, is VAN soil for oaeut
4"W t.0 gdc)rC t4 arrange a site
NOTICE: 1U a,uthPrizat'm W liabt 'ty au? dd ttiby S&EC stSM You should
alis to rater tht p"em Rbeo mccompa e _
prior
tat VWdug tae s?tc.
cwt Nun
i Rvpm
"cc: Mr JOW Domey
NCDEH & NR-DWQ. WSW Qualy
4401 peck Creek Road
Mciglt NC 27607
C:1f'nlbt' ryyinel 932-7905 6tet461?t ylgent Authortwban FeRit.tt(
Q+vriCt`S Sig??
Chris lftn
W.
Solt 8t ?nvitaacu?? ?•
25 Nord,, COD= Ave.
Newton, NC 7958
TOTAL P.01

ALTERNATIVES ANALYSIS
(„;1UjES H. DAVTS, 07? . , -P - E -
,AT_r,ANTT'C E.Lrx F_a`1GTN, ' R1N-G, CORPORATION
, rI F NG .AN17 pL NjN'G CONSULTANTS
P.0, 13OX 1691,
111CEORY, NC 286031691 E--1,'MIf,:
December 11 1999
Jennifer Robertson
25 N. college Av.
Newton, NC 28658
Fax: [phone]
828-327-2621
P?M 028-327-0931
atlplan@conninc, core
Re: The 150 ft. ciulverting,of the stream parallel to 1-40.
This is necessary since the City of Hickory is requiring an
extension of the southside frontage road by the developer as a
Major Street connecting Lenoir Rhyme Blvd. and Startown Road
interchanges on 1-40.
An extension of the frontage road is directly in line, in an
easterly direction, with the bed of this creek.
The creek has to be covered if the required roadway connection is
to be made.
t CA
a ' r
G are H,: avis, • ^r.;a P.E.
NC 29a SEAL
\
7
tt{i1419tt
DEM ID:
Corps Action ID:
Nationwide Permit Requested (Provide Nationwide Permit #): NW 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 should be sent to the NC
Division of Environmental Management (see agency addresses sheet). PLEASE PRINT.
Owner's Name:
2. Mailing Address:
3. Subdivision Name:
City: HICKORY
DOROTHY B. MAUSER
1963 15TH AVE PLACE SE
State: NC Zip Code: 28601
Project location address, including subdivision name (if different from mailing address above):
3. Telephone Number (Home): [phone] (Work):
4. If applicable, agent's name or responsible corporate official, address, phone number:
SOIL & ENVIRONMENTAL CONSULTANTS, INC. Phone: [phone]
25 NORTH COLLEGE AVENUE Fax: [phone]
NEWTON, NC 28658
5. Location of work (provide a map, preferable a copy of USGS topographic map or aerial
photograph with scale):
County: CATAWBA Nearest town or city: HICKORY
Specific Location (include road numbers, landmarks, etc.):
TAKE LENOIR-RYHNE BOULEVARD SOUTH OFF OF INTERSTATE 40. LEFT ONTO
19TH STREET DRIVE SE. SITE IS THE PROPERTY EAST OF THE CONVENTION
CENTER ON THE OPPOSITE SIDE OF 19TH STREET DRIVE SE. HICKORY,
CATAWBA COUNTY, NC. SEE ATTACHED LOCATION MAP.
6. Impacted or nearest stream/river: TRIBUTARY TO "CLARK CREEK"
River Basin: CATAWBA RIVER
7a. 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 (® ) If yes, explain:
7b. If the project is located within a North Carolina division of coastal management area of
environmental concern (AEC)? YES (? ) NO (® )
7c. 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?
8a. Have any Section 404 permits been previously requested for use on this property?
YES (?) NO (®) If yes, provide Action ID number of pervious permit and any
additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES (?) NO (®) If yes, describe anticipated work:
NO ADDITIONAL PERMITS ARE ANTICIPATED
9a. Estimated total number of acres in tract of land:
APPROXIMATELY 21 ACRES WITHIN PROJECT AREA.
9b. Estimated total number or acres of wetlands located on project site:
APPROXIMATELY 275 LINEAR FEET OF PERENNIAL, MITIGATABLE CHANNEL
RUNNING EAST TO WEST AT THE NORTHERN PORTION OF THE PROPERTY.
NO WETLANDS ON SITE.
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0.05 ACRES OF CHANNEL
Flooding:
Drainage:
Excavation:
Other:
Total acres to be impacted: 0.05 ACRES
10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide
distance both before and after relocation):
PIPE APPROXIMATELY 275 LINEAR FEET OF SIGNIFICANT PERENNIAL CHANNEL
Length before: APPROXIMATELY 275 LF After: PIPE
Width Before (based on normal high water contours): 8 FEET
Width After: PIPE
Average depth before: 2 TO 4 INCHES After: PIPE
(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: ?
11. If construction of a pond is proposed, what is the size of the watershed draining to the
pond?
STORMWATER POND PROPOSED TO TREAT DEVELOPMENT SITE ONLY, NOT TO
IMPACT WATERS OF THE US. POND PROPOSED OFF-LINE. SEE ATTACHED
SITE PLAN.
What is the expected pond surface area?
SITE ENGINEER TO DETERMINE
12. Description of proposed work including discussion of type of mechanical equipment to
be used (attach plans 8 1/2" x 11" drawings only):
CONSTRUCTION OF ROAD AS REQUIRED BY THE CITY OF HICKORY. TYPICAL
EQUIPMENT FOR GRADING OF ROAD CONSTRUCTION WILL BE UTILIZED.
13. Purpose of proposed work:
PROVIDE ACCESS ROAD AND ALLOW FOR THE DEVELOPMENT OF THIS
COMMERCIAL PROPERTY.
14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
ACCORDING TO DEVELOPER, TOPOGRAPHICAL FEATURES DICTATE THE MOST
ECONOMICAL PLACEMENT OF THE PROPOSED FACILITY; AND, CUT AND FILL
REQUIREMENTS AND DIMENSIONAL ASPECTS OF SITE DICTATE PLACEMENT
OF BUILDINGS AND REQUIRED FILL. THE CITY OF HICKORY IS ALSO
REQUIRING AN EXTENSION OF 19TH STREET DRIVE SE BY THE DEVELOPER.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National
Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies).
TO BE COMPLETED BY USACE AS NEEDED.
16. You are required to contact the state historic preservation officer (SHPO) (see agency
address sheet) regarding the presence of historic properties in the permit area which
may be affected by the proposed project. Date contacted:
TO BE COMPLETED BY USACE AS NEEDED.
17. Does the project involve an expenditure of public funds or 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 (F I)
b. If yes, has the document been reviewed through the North Carolina Department of
Administration State Clearinghouse?
YES (?) NO (?)
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance 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 or 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 streams
(intermittent and permanent) on the property must be shown on the map. Map
scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent.
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? COMMERCIAL
f. If applicable, what is proposed method of sewage disposal? EXISTING SANITARY
SEWER.
g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental Management
(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 program.
C 11??
Owner's/Agent's Signature
? - I -?-(?) I
Date

';(Agent's signature valid only if
Agent Authorization Letter from
the owner is provided (18 g.))
V rFRS
_ TATf
DRI .
r.
' 2311
C3 A . 8 6
..
J
QUO ?s
_
975

975 O

V Jd . H?
K
o /

1000

(f
1
I

r ' 1 I
l I
' i I
_

/ 1025

?I!Y11t
_ 99 7 i
.0
h p
1 -

.. tt!!
vv.
' f
•
?
Q?` ? S
19 S EET
1ry t
-
?, T0? Z
y17.5
3?
i0 38. .. 96 I w(is t f . _ ??--

4A \ 0
I
1630 r'

-
8473

SOIL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304 '
5
PRELIMINARY WETLAND APPROXIMATION MAP
SUITABLE FOR PRELIMINARY PLANNING ONLY. ^ O
S&EC RESERVESTHE RIGHT TO MODIFY THIS MAP BASED
ON MORE FIELDWORK. SURVEYED DELINEATIONS. OR
YQ ,; -
G
•
ANY ADDITIONAL INFORMATION. APPROXIMATIONS -Y 1.,

' WERE MAPPED USING TOPOGRAPHICAL MAPS AND
GROUND TRUTHTNG. IF THESE AREAS ARE TO BE
K
W

/ IMPACTED, THEY
ILL LI
ELY NEED TO BE APPROVED BY
AND PERMITTED BY THE ARMY CORPS OF ENGINEERS.
KEY ?.
S
APPROXIMATE LOCATION OF
JURISDICTIONAL PERENNIAL F/R c;
CHANNEL 9. .. r.+ y
APPROXIMATE LOCATION OF x \
? Y
JURISDICTIONAL INTERMITTENT
CHANNEL
306 parking \D, -
S'z -,

'V TFR3 r \
re
Nationwide 26 Road Extension -
Proposed 275 linear feet of impacts to
Perennial, Mitigatable Channel
z F • .as
_
97
99
\\: 975-
0 1000
i
/ 1025
i' A
99 1 _
1 1 m „?., , 1
i '
:mil ;;.

19 S EET - n
r
i0 3a 96. u fts t \` _

4A o
. 1
s
1630 ) O ... ;i.

8473 -'

SO IL & ENVIRONMENTAL CONSULTANTS, INC.
PROJECT 99-2-1304
5
PRELIMENARY WETLAND APPROXIMATION MAP ^
S
IT
BLE F
R PRELIMINARY
L
NING
O I

- V A
AN
U
O
P
ONLY.
S&EC RESERVES THE RIGHTTO MODIFYTHIS MAP BASED
ON MORE FIELDWORK, SURVEYED DELINHATIONS.OR
ANY ADDITIONAL INFORMATION
APPROXIMATIONS •.•

3O „ '•
'
•; _
Ox

.. .
WERE MAPPED USING TOPOGRAPHICAL MAPS AND I:,
•
c
.? GROUND TRUTHING
IF THESE AREAS ARE TO BE
.
IMPACTED, THEY WILL LIKELY NEED TO BE APPROVED BY
/ AND PERMITTED BY THE ARMY CORPS OF ENG INFERS.

•. i n
S?
KEY ?\. i??'
APPROXIMATE LOCATION OF
JURISD(CTIONAL PERENNIAL S
H? D "

CHANNEL
F .. ?
9. r
??•?
L'
r APPROXIMATE LOCATION OF
-`
JURISDICTIONAL INTERMITTENT
CHANNEL
306 Parking

Delineation Performed by: Soil & Environmental Consultants, Inc.
244 West Millbrook Road 25 N College Avenue
Raleigh, NC 27609 Newton, NC 28658
Phone: [phone] Phone: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Mauser Property / Hickory Date: 11/99
Applicant/Owner: Atlantic Plan / Mrs. D. Mauser County: Catawba
Investigator: Tamp Bandy State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Channel
is the site significantly disturbed? No
(Atypical situation) Transit ID: Channel
Is the area a potential problem area? No Plot ID: Channel
(If needed, explain on reverse.)
VEGETATION
1. 9.
2. 10.
3. 11.
4. 12.
5. 13.
6. 14.
7. 15.
g 16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): N/A
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: _2 - 4_ (in.)
Depth to Free Water in Pit: 0 (in.)
Depth to Saturated Soil: 0 (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
X Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks: 8 Foot Centerline Channel
WLdata.frm
Project # 99-2-1305
SOILS
Map Unit Name
(Series and Phase): Wehadkee fine sandy loam
Taxonomy (Subgroup): Fluvaquentic
Drainage Class: poorly drained
Field Observations:
Confirm Mapped Type? Catawba County
Soil Survey
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-9 Ap 10YR 4/3 loam
9-13 B1g 2.5Y 6/2 loam
13-32 B21g 5Y 6/1 sandy clay loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor Organic Streaking in Sandy Soils
_X_ Aquic Moisture Regime _X_ Listed on Local Hydric Soils List
_X_ Reducing Conditions Listed on National Hydric Soils List
_X_ Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks: Bottom of Channel
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? N/A
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
WLdata.frm
¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦
Hickory Project Time Line
June 2, 2000
Date Action Document #
June 15: Presented project to buyers
July 1: Contacted Neil Grading for grading estimate
July 30: Entered Contract to Purchase ( closing set for 1-1-00)
Aug 4: Hired Charles Davis P.E.: natural drainage determination 1
Aug 27: Hired Charles Davis P.E.: for engineering services
Oct 28: Hired SE&C : to verify natural drainage determination 2
Nov 5: DWQ (Charles Schwartz) visited site & determined the
insignifigance of intermittent storm swale
Nov 5: SE&C corresponded to Charles Davis DWQ's finding 3
Nov 15: Contacted 2 grading companies for estimates
Nov 22: Completed survey of the property
Nov 23: Completed Rock Borings
Nov 26: Extended the examination period due to a dramatic
increase in cost b/c of site work and presence of rock
Dec 9: Contacted 2 other grading companies for estimates
Dec 22: City of Hickory confirms zoning
Dec 28: SE&C files for 401 permit ( 275 ft of perennial stream) 4
Jan 14: Buyers purchased the property
Jan 15: Began preparing for open burning set backs
an 28: Approved: received open burning permit 5
Feb 2: Approved: 404 permit from Army Corps of Engineers 6
(with mitigation of 275 feet of perinnial stream)
Feb 4: DWQ declares insufficient information 7
Feb 15: Asbestos removal complete
Feb 16: Approved: clearing & grubbing permit 8
Feb 21: Approved: erosion control with modification 9
Mar 2: Approved: sewer permit 10
April 10: DWQ declares insufficient information 11
April 25: Charles Davis P.E. responds to DWQ 12
April 27: Approved: water supply 13
May 3: Approved: authorization to construct water system 14
May 5: Todd St John requested meeting (reference May 12th letter)
May 8: Charles Davis P.E. contacted DWQ (Mike Parker) to ask
what to do to move forward with the project. Mike Parker
stated, "reduce the impact to under 150 ft. on the perinnial stream".
May 8: NCDNR received the revised soil erosion plan 15
May 12: Received letter from DWQ (insufficient and unclear information) 16
May 16: Approved: erosion control without 401 modification 17
May 19: Todd St John requested meeting via telephone
June 2: Meeting between DWQ & Cripple Creek

¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
1
¦
C-L 3l S H. DAWES, JR. , P. B.
ATLANTIC F AN ENGINEERING CORPORATION
¦ MTG NZ N'G AND P.LANNXNG CONSUZTANTS
828-327-2621
¦ P.O. BOX 1691 FAX [phone] -
HICKORY, NC 28603-1691 E-MMIL: atlplanCconninc. corn
¦
August 4, 1999
To: Dent Miller, President
Claremont Restaurant Group
Re: Natural Drainage Determination for Claremont Restaurant
Group development site on the north side of 15th Av. Place
¦ S.E. or SR 1556, behind-the Bowling Alley on US 70 the Buck
Perry, Dorothy Mouser and Nadine Yoder properties.
¦ Natural Drainage Determination for Claremont Restaurant Group
development site on the north side of 15th Av. Place S.E. or SR
1556, behind the. Bowling Alley on US 70 the Buck Perry, Dorothy
Mouser and Nadine Yoder properties.
¦
There is a natural storm swale flowing north through the middle of
the property which was researched to be certain that it would not
be considered a stream.
¦
The first effort was to peruse the USGS Quad Sheet for this area,
¦ the 1993 edition. On this, streams were updated and planimetric
features such as I-40 added. The stream flowing east along I-40 on
¦ the north side of the property was realigned to reflect the
construction of I-40. This natural storm drain is directed into it
on the map from the south; but there is no stream designation of
any type.
¦
¦
¦
¦
¦
On checking the Catawba County and the City of Hickory topographic
maps; on the City Topography map most every natural drainage way
was indicated as being a stream of some type. On the County map
this natural drainage way was indicated as being a stream.
To be certain of the classification this engineer waited until
there was a rain storm in the area, this time of year rainstorms
generally occur in specific areas An Sunday, the 1st of August
1999 such a rain occurred in this area, along I-40. Allowing one
complete day for run-off. This engineer checked this natural
.drainage way and found it to be dry on. Aug. 3, 1999. There was no
water in the bed of the storm swale at its north end, the discharge
end, running into the stream paralleling I-40 and flowing east.
To further support the above observed findings this engineer
checked with Buck Perrys son and Mrs. Dorothy Mouser, who had a
family and lived on the property for years. The report from Perry
was that there is no spring that he knows of; the report from Mrs.
Mouser is that her son said he used to play in the creek after a
rain, otherwise there was no water.
¦
¦
From actual observation of the no flow situation from the natural
¦ storm drain Swale bed into the receiving stream on 1-40 one day
after a rain; from the USGS classification which this Engineer uses
¦ as the defining answer when designing for this type of situation,
and from historic interviews which this Engineer has used on
¦ numerous occasions in defining flood elevations as a supplement to
MIA data when the storm classification of the flood occurrence is
¦ known, this Engineer finds that this is not a stream for
¦ development design purposes.
.•' Fib AR '
¦ ar es_ . iDavis, ae. .E.
NC 2903=
¦
¦
¦
¦
¦
¦
¦
¦
CY-£;;1PILES H. D-2iv.TS, at3. , F . E .
.Ai LANTX C PZAN ENC-Xb=R1x 0 COPPOxATX ox
. }2TGXN? =G AND PZA.NW-TNC- CONSETM Z Ate 1 S
828-327-2621
P.O. BOX 1691 F21X: 828-327-0931 -?
H.ECKORY, 1r'C 28603-1691 E-1111IL: atlplan@conninc. corn
TUESDAY, NOVEMBER 23, 1999
¦ MEETING 2:30 PM
¦ 1: Total.Plans for Dent Miller Group.
¦ 2 Cost sheets from Contractors.
¦ 3. Report on Central Storm Swale - According to Chris Huysman,
?., S&EC Consultants, the NC-DENR.agrees with us - it is not a
stream, therefore no mitigation required.
¦ 4. Cost of Stream Piping with State - 260 ft. X $125 = $32,500
-??s Sway-t-?
for mitigation.
5. On the east ridge Barrier struck rock refusal with a rock bit
at 20 ft. (We were trying for a 40 ft. depth without rock).
We may have hit the only rock in the area; but the chances are
that we will find rock below this point. If you like we can
. drill more holes at $9.00/foot plus mobilization - $150+.
6 Any other comments:
¦
¦
¦
¦
I
¦
¦
.
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
2
-t(qu-10-1999 09:11

¦
P.01
. xGwlon. Nes7h Carolina 2UM ¦ ?bCw: (8281 &W'7404 ¦ Fm (QS) 46674M
WCO pq.: ww.SmdC.dm+
T ALTMORIZATION FORM
Name: Dorothy B. Mauwr
Addpm 1963 15th. Ave. Pl. SE; Hickory, NC 28601-
Phone: [phone]
Project Name/Description: Mmsdr property
Date: 14128/99
Tht: Deparaaseat of the Army
U .S. Array Corps of Eughum-NI W ilmi gton Diatriet
P.O. Bot ism
Wiheintton, NC MOZ-1890
Attn: Sts: Chapia
Field OWSem: Asheville
IM: Wed9nd Rthted Canoddag and Pamitdr
To WAord h May Cunoera:
E the cog s m pmpeM eww, bereby deftw to a.d aothorae sail & fmvieoat?Rd t^aarmrasm, Lac. coact
"
my h+eluit as mY MM Is ft praoea:? of pa?MK ;PPaca'0°+ w f.ul+hh
day of
' ha sa of etL hm this day forward. ZIK ? aoo?
9
Name
Thin' med mpenedea my previous Cog's elp"deaee coacermag &C for this peejest•
140TICE: 'i'ce aar> dmdo& fbr li2b ttr and pmWi=d coartbiy mmm. u YAd a* 'lot spoerameat
eTe.b b eater the pfopeM when accompmM by S&SC 3bff. You timid ca0 S&EC to s vmp u rite
prior
W WFU 8. USER
t H r. Kwe O6. rvttes's Si
_? Humma
N
hb. CDF?Ihds"'d; i?t- NR4DwQ Wow Q soil & Envitompeaw Coasuimmm.
. ?ltitx 2s North Colte?e Ave.
4401 RAadry Gestic Aaad
RalcWL NC 27607 Ne1Vi0114 NC 2itf+S3
C_Waxw Name% M2.1306 Mouser lAgere Au wr mbm FWM.M
TOTAL 13.01

3
1
MAY-31-2000 WED 01:44 PM ATLANTIC PLAN ENG CORP
FEI+-15-00 10:25 AM W
¦
WNR, inc.
720 South Main Avenue
¦ Newton, k 28658
Fax: 828 / 465-3050
¦
Tamp Ban y 828 / 312.9206
¦ Chris Huys an 828 / 312.9207
]ennirer rtson 828 / 312-9205
FAX NO. 8283270931 P. 02
628465zese P.01
Fax
¦
'T'o; Chuck Davis From: Chris Huysman
Fax: [phone] Pages: 3
Phone: Date: 02/15/2000
¦ Re: New Information CC.
¦ C] Urgent X For Review ? Please Comment E7 Please Reply C3 Please Recycle
Chuck:`
¦
1) Mausor Property: Be certain that if S&EC, Inc. files a permit for the site that
¦ they 1ferences that the channel that runs upslope from and perpendicular to
the I-40 right-of-way has been determined to be not important in biological /
aqua?lc function according to NCDWQ. Review prior correspondence and find
S&E 's citation within reports that references the site evaluation by Charlie
Schw rtz where he found no aquatic life in the channel; be certain that the
date f the evaluation Is cited In any applications.
¦
2) Attac?ed Is new company information. Please call if I can help you with
¦ future projects.
¦
¦
¦
¦
¦
¦

¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
4
¦
?, .._ _. DEC . 31.1999

_l

0

N
S&EC, Inc. 99-2-1305
December 28, 1999
US Army Corps of Engineers NCDEHNR - DWQ
Attn: Mr. Steve Chapin Attn. Mr. John Dorney
151 Patton Avenue, Room 143 4401 Reedy Creek Drive
Asheville, NC 28801-5006 Raleigh, NC 27607
Dear Mr. Chapin and Mr. Dorney:
The purpose of this letter is to request authorization for wetland impacts under Nationwide Permit
26 and its general 401 Water Quality Certification for the project known as Dent Miller, Mauser
Property, Hickory, Catawba County, North Carolina. The project as proposed impacts
approximately 275 linear feet of Waters of the US. Piping under the existing 19a' Street Drive SE
to the West and piping under the existing Interstate 40 to the North border the 275 linear feet of
open channel. The City of Hickory is requiring an extension of the existing road that ends at the
property boundary. The proposed activity is located within lands owned by Dorothy Mauser.
The channel proposed for impact runs cast to west at the northern portion of the property. The
attached site plans and USGS topo quad show the approximate location of the project.
Charley Schwartz with NC DWQ visited the site on November 5, 1999 and determined the
channel perpendicular to the tributary proposed for impacts to be insignificant. During a phone
conversation on November 30, 1999, Mr. Schwartz expressed his determination that the channel
running cast to west was significant while the channel perpendicular to it was not. Mr. Schwartz
stated that there was no flow within this insignificant channel during his site visit.
All impacts are approximately shown on the attached site plan. Prey-construction notification is
required because under use of NW 26 we are required to notify because impacts exceed 150
linear feet of channel. The proposed activity is located within Catawba County and is within
lands owned by Mrs. Dorothy Mauser. The attached site plans and site location map show the
location of the project.
The use of NW 26 requires notification to NC DWQ. Therefore, the developer has contacted
Atlantic Plan Engineering to develop a stormwater management facility for the project. Chuck
Davis (828-327-2621) is the engineer who is designing the stormwater facility, please call him
with questions roo,,,irdin-, that isstiv and final -41-- pInn z Due to road vx(onsion ruquirument and
thu existing site constraints, we propose mitigation for these impacts through the North Carolina,
Wetland Restoration Program (NCWRP) at a one to one ratio for the 275 linear feet impact.
Sincerely,
4?1M/ ?
Kevin Martin
Wetland I? inwucnt/Prnnuung/M?tigauan Soil/Site Evaluations nn-silc Sep?ic Systcmm f nviru(1rnemul Asswssments/Audits
Natuge Basin and Watenihed Buffer rvahiations Groundwater Hydrology Endangered Sptecius
l;rnnch Office 2S North O llege Avemu - Newton. NC V,658 Phapn. (929) 4)(% 'Ia04 • nt, [phone]
2:56AM CLAREMONT REST.GROUP
N). b84 H. elL?
Soil & Environmental Consultants, Inc.
244 Wc%t Millhrnok Road - Ralcigh, North Camlina 27009 • Phone: [phone] • Fax: [phone]
Web Page: www,SandrCenin
DEC.31.1999 2:56AM CLAREMONT REST.GROUP NU.bU4 F'.d/ld
¦
SITE VICINITY MAP
¦ MAUSER PROPERTY
¦ (S&EC, INC. "-2-1305) .41
, 11"
N'll
¦ 'UI'? 1 J "„?'? ?` , ?u1 d I \. i9? \? `^..; - • 1? '? J -i ?r r \? ; ? \ 1y u?J ^?
'n • ,I r
?vY1.J
I'?t IRC)
A. cc)
¦ ,I
15,
IYIY ` ? ,
f I ? •.rY;?
Q (r(te (L j
APMOXIMATE 1 e? J 1t I /'?1? ?y I I
. . ? SITE BOUNDARY d a ' ? ,• t / ? ? ''1! .i ?' \ O ? ?? ?•.
Nch
¦ j 411} \. r, ?? •!? ? ' .: s ? ? . `.,`-- ?!? ,? (??jj.'.? 1?. `??.
?ti?..l J i ?..,•'?,/'i 1,; ?'. l f Jn 1 r1"1 I \,'• ,?v 1, t ON
¦
¦
APPROXIMATELY i MILE
?• APPROXIMATELY 1000 FEET
¦
. HICKORY, N C.
N3537.5--WO115/7.5
? X970
ANS 4755 111 nB-36RIE5 V842
. 1 QUADRANGLE LOCAYION
M• 11.11 u? ml wMIM Ngfr -
¦ DEC.31.1999yl-, 2:57AM16 CLAREMONT REST.6ROUP
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
o M0;4-00 US ER
mPam owner's Nam
NCM: & NEL-D T'Q. WaKxQuslitx
4401 PJm* CCC&V=d
Elalcisl? NC 270'07
--'tests. JUC4.
cc0 FA,?Qime, 'o 1 CO?tS 04 . fa: t"t 4w7m
X7 . 15.1
u Nam Coll Aveaae s N oA Nc?h9 l?cmow 2VX (W .s2mBc.csm
AGwa.4umomATION "ORM
m Io'to im raw I The t
AJ-
Name: Dm0thY B • MduW NC 23W t.
Address: 196315th. Ave. Pl. S?;?
notte: ($28) 328-9252
p.jrct Nam/Deaer Plioo: Hauser P?penY
Tim pepart>a ofEo Diswct
U.S. A.>' C*r ?
P,(), not IBM
wiletingtod, NC 2W2-1390
Attu: Steve Clap
Field of iw- AsbmOle
R»: Weda" Related Canso Tia dad I"o ttdtt3
To Wlmm It us? Cmw Inc. ?o aet
?a?s a+?d aa?6sri?e Sal A E>rvi'oaw°°?1 Cmt??
lmanow
L *c GErreet 1?°
• !? p?ppkioeald
? to ftmlo
.J
ma behalf I" MY ao f ! w" Tie
?. litataT
is ot of
99
the fOr *2 Pm1act
N0' 1a.- afa' m ied *Odd ON arc ft aMw aim
alticak b e propor4
prior
Hinz the
¦
¦
¦
NO.684 P.4i13
q,rtlet's Sim
sedi
25 Naft CeilcP? A`ne:
Nt. NC
?AS?AulAal?7 Fpfp{,fC
MTRL P.01
- r._, .

¦ , DEC.31.1999 2:57AM CLAREMONT REST.GROUP NO.684 P.5i13
¦
ALTERNATIVES ANALYSIS
¦
¦ .A3YJ. Nx'IC .L'-L21?1' GIN N ^= COAPORATION
'ENCX NG ANA p? N TING CDI?TS? AN'D'S 828-327-2627
¦ p.0, BOX .1691 028,327-0931
ff.rCEORY, 1?'C 28603-269I E-??11IJ,: atIplati@conninc, carp
¦
¦ December It 1999
¦ Jennifer Robertson
25 N. college Av.
Newton, NC 28658
¦ Fax: [phone]
Re: The 150 ft- cislverting ox the stxe= parallel to 1-40,
¦ This is zzeeessary since the city of Hickory is requiring an
extezzsion of the southside frontage road, by the developer as a
¦ Major street connecting Lenoir Rhyme Blvd. and Staxtown Road
irzterchanges on 1-40.
An extenaion of the frontage road is directly in line, in an
¦ easterly direction, with the bed of this creek.
¦ .The creek has to be covered if the required roadway cozinection is
¦ to be made.
S1A CA
C ar ear 'Ii:; avis, • ?x•;? .E.
Nc 290 SEA&
¦
DEC.31.1999 2:57AM CLAREMONT REST.6ROUP
¦
NO.684 P.6i13
DEM ID: Corps Action ID: ,
Nationwide Permit Requested (Provide Nationwide Permit #): NW 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 should be sent to the NC
Division of Environmental Management (see agency addresses sheet). PLEASE PRINT.
¦
¦ 1. Owner's Name: DOROTHY B. MAUSER
2. Mailing Address: 1963 15111 AVE PLACE SE
¦ 3. Subdivision Name:
¦ City: HICKORY State: NC Zip Code: 28601
¦ Project location address, including subdivision name (if different from mailing address above):
l
¦
¦
¦
¦
¦
¦
¦
¦
3. Telephone Number (Home): [phone] (Work):
4. If applicable, agent's name or responsible corporate official, address, phone number:
SOIL & ENVIRONMENTAL CONSULTANTS, INC. Phone: [phone]
25 NORTH COLLEGE AVENUE Fax: [phone]
NEWTON, NC 28658
5. Location of work (provide a map, preferable a copy ofUSGS topographic map or aerial
photograph with scale):
County: CATAWBA Nearest town or city HICKORY
Specific Location (include road numbers, landmarks, etc.):
TAKE LENOIR-RYHNE BOULEVARD SOUTH OFF OF INTERSTATE 40. LEFT ONTO
1 Pi STREET DRIVE SE. SITE IS THE PROPERTY EAST OF THE CONVENTION
CENTER ON THE OPPOSITE SIDE OF 19TH STREET DRIVE SE. HICKORY,
CATAWBA COUNTY, NC. SEE ATTACHED LOCATION MAP.
6. Impacted or nearest stream/river. TRIBUTARY TO "CLARK CREEK"
River Basin: CATAWBA RIVER
7a. 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-11)?
YES (Q) NO (JZ) If yes, explain:
7b. If the project is located within a North Carolina dvo ion of coastal management area of
environmental concern (AEC)? YES (?) (? )
DEC.31.1999 2:57AM CLRREMONT REST.6ROUP NO.684 P.7i13

7c. 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?
8a. Have an Section 404 rmits been previously requested for use on this property?
YES (U) NO (9) If yes, provide Action ID number of pervious permit and any
additional information (including photocopy of 401 certification).
8b. Are additional permit requests expected for this property in the future?
YES (?) NO (0) If yes, describe anticipated work:
NO ADDITIONAL PERMITS ARE ANTICIPATED
¦
93. Estimated total number of acres in tract of land:
APPROXIMATELY 21 ACRES WITHIN PROJECT AREA.
9b. Estimated total number or acres of wetlands located on project site:
APPROXIMATELY 275 LINEAR FEET OF PERENNIAL, MITIGATABLE CHANNEL
¦ RUNNING EAST TO WEST AT THE NORTHERN PORTION OF THE PROPERTY.
NO WETLANDS ON SITE.
¦
¦
¦
¦
¦
¦
¦
¦
10a. Number of acres of wetlands impacted by the proposed project by:
Filling: 0,05 ACRES OF CHANNEL Excavation:
n,...a .,... Other.
r lvvu y .
Drainage: Total acres to be impacted: 0.05 ACRES
10b. (1) Stream channel to be impacted by the proposed project (if relocated, provide
distance both before and after relocation):
PIPE APPROXIMATELY 275 LINEAR FEET OF SIGNIFICANT PERENNIAL CHANNEL
Length before: APPROXIMATELY 27A LF After: PIPE
Width Before (based on normal high water contours): 8 FEET
Width After. PIPE
Average depth before: 2 TO 4 INCHES After: PIPE
(2) Stream channel impacts will result from: (check all that apply)
Open channel relocation: ? Placement of pipe in channel:
Channel Excavation: Q Construction of a Dam/Flooding:_ ?
11. If construction of a pond is proposed, what is the size of the watershed draining to the
pond?
DEC.31.1999 2:57AM CLAREMONT REST.GROUP NO.684 P.8/13
¦
STORMWATER POND PROPOSED TO TREAT DEVELOPMENT SITE ONLY, NOT TO
IMPACT WATERS OF THE US. POND PROPOSED OFF-LINE. SEE ATTACHED 1
¦ SITE PLAN.
¦ What is the expected pond surface area?
SITE ENGINEER TO DETERMINE
¦ 12. Description of proposed work including discussion of type of mechanical equipment to
be used (attach plans 81/2" x 11' drawings only):
CONSTRUCTION OF ROAD AS REQUIRED BY THE CITY OF HICKORY. TYPICAL
EQUIPMENT FOR GRADING OF ROAD CONSTRUCTION WILL BE UTILIZED.
13. Purpose of proposed work:
PROVIDE ACCESS ROAD AND ALLOW FOR THE DEVELOPMENT OF THIS
¦ COMMERCIAL PROPERTY.
¦ 14. State reasons why it is believed that this activity must be carried out in wetlands (include
any measures taken to minimize wetland impacts):
¦ ACCORDING TO DEVELOPER, TOPOGRAPHICAL FEATURES DICTATE THE MOST
ECONOMICAL PLACEMENT OF THE PROPOSED FACILITY; AND, CUT AND FILL
REQUIREMENTS AND DIMENSIONAL ASPECTS OF SITE DICTATE PLACEMENT
OF BUILDINGS AND REQUIRED FILL. THE CITY OF HICKORY IS ALSO
REQUIRING AN EXTENSION OF 1 e STREET DRIVE SE BY THE DEVELOPER.
¦ 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National
Marine Fisheries Service (NMFS) (see agency addresses sheet) 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: (attach responses from these agencies)
TO BE COMPLETED BY USAGE AS NEEDED.
16. You are required to contact the state historic preservation officer (SHPO) (see agency
address sheet) regarding the presence of historic properties in the permit area which
¦ G may be affected by the proposed project, Date contacted,-
TO BE COMPLETED BY USACE AS NEEDED.
17. Does the project involve an expenditure of public funds or the use of public (state) land?
YES (Q) 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 (Q) NO (? )
b. If yes, has the document been reviewed through the North Carolina Department of
. Administration State Clearinghouse?
(Q )
YES (Q) NO
If answers to 17b is YES, then submit appropriate documentation from the state
clearinghouse to division of environmental management regarding compliance with the
North Carolina Environmental Policy Act.
DEC.31.1999 2:57AM CLAREMONT REST.GROUP NO.684 P.9i13
¦
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].
16 The following items should be included with this application if proposed activity involves
the discharge of excavated or 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 streams
(intermittent and permanent) on the property must be shown on the map. Map
ll scales should be 1 inch equals 50 feet or 1 inch equals 100 feet or their equivalent
b. If available, representative photograph of wetlands to be impacted by project.
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 used of surrounding property? COMMERCIAL
¦ f. If applicable, what is proposed method of sewage disposal? EXISTING SANITARY
SEWER.
¦ g. Signed and dated agent authorization letter, if applicable.
NOTE: Wetlands or Waters of the U.S. 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 Environmental Management
(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 program.
¦ Owner's/Agent's Signature Date
¦ I(Agent's signature valid only if
Agent Authorization Letter from
the owner is provided (18 g.))
¦
¦
¦
¦
DEC.31.1999 2:58AM '?CLAREMONT REST.GROUP 'N0.684-1P.10i13
r - F
?
DR

3,71
¦ 97 ? i
?
¦ ay4 j 9 7g ??_

¦

¦ 1000 I ' r 9 `

44 .11

¦ ?0215

•
• •, • Be ll
n;;
a
•o
//

r
'
.
t4Jx7,L' / G I '
lys
,
`?? I
¦
1.? C QQ`
ry?
S G? L
' +p? S 2
J
¦ yy
? -77 5
sg
Idi?
?

??
io r
;

I
¦ `1 P
4A } Q
¦ 1690

9473

¦ SOIL & ENVIRONMENTAL CONSULT AN'T3, INC
5
PROJECT '?& -L3M
¦ i'RFICNQ'IARY WM AND APP9092I 0" MAP
OR PRELDATIARY PLANNMG ONLY
BIF
-
.
SwA
. F
?? HAEC A1LSGItVBSTM RIGPTTO MODIPYT=MAF DA=
otc
avRVeYmnrSJNeATwN
K
o
3o°
•
¦ ?
.
?• anMOR4Fffi.Dw
R
ANY ADDMot" 470RMATION, APPR070MATIOIIS k i,
''1
?\
WOtC MAPPDD N.1WQ TOPOGRAPHMAL MAPS AND
OROtDIDTKUTKft*. IFTHMAREAB ARETO OC-
??
- -
I \•?
¦
IMPARtn•TnEY WD.L LMELYNMDTO 9E APPROVED BY
/ ANp vERmrrMDOYTIIL' ARMY CORPSOFENGINEERB ??-
Q `
¦ APPR0X7MATE LOCATION OF
^• '•" NMSDICrIONAI. PERENNIAL

t '•
f
c?tANNEL A ~ ;1
\ APPROXIMATL' LOCATION OF 1LRttSDICTCONAL MP.Rmn-mm
300 P
¦ CHANNM othmq

¦, DEC. 31. 1999 -, 2:58AM CLAREMONT REST. GROUP NO.684 . 11i13

dR! Nationwide 26 Road Extensioq -
¦ Proposed 275 linear feet of impacts to
Perennial, Mitkatable Channel -??
¦
97 .es

J
?

¦
¦ ?? CR
9 T5
?
1 o / 1
?Y

0
¦
I 10
0
nI

¦ I / 1023
--

T

r 1 ` ? 1
1
. •
LWAP. f ? I w
. 1
24 1 I
1 1
FIT
,` X
96 .w fsi3 ???

l
• O
•? 1?
7 100
.. ?;
1

¦ 8473 +? ?, - - - -

SOIL & FlgVIRONW14TAL CONSULTANTS. INC.
S
IiAJFfyPM2.130d '
0VgLWdMRY WffLN D APPROXI).UTION MAP
VXAAL E FOR IMU24 MARY P6-.MW W CKY• _

O ?
BtHC RS:FR 3TfaE WGNtYO MOOfFYTNIS ASAP 04=
ON MORE FIEtMVOR14 StIRV6YQD DBLTtPaT10?>r.00.
AP1190)(1VA IONS
Y AaQMQNAL WORMAMON q V.
O '
I ?• `?
.
. ? AN
WMIS MAIPfID USW TOPOOAAPMICAL V-A#' . AM
I
6 I I
"''
`' • .. ?a.
•
ll
TO (
rRgWQTf Vrff 0• IFTMIZAREAS 4
IMPACfm,T1111SYY WILLC(?ELYN®TO ?E IiPf1A0VCID8V \? \
? 1 vy;
^ / t
s
'
"
/ ANO PL[i1fLCTBO BYTIIR ARMY CORPS Qv 9KW= ?(
t!
:?
APPRO?'IMnTE LCG` TION OF
^? .... MIUMICrIONAL PERENNIAL
CHAMYEf.
..; dTlty?

APPROWAT15 LOCATION OF
JURISDICTIONAL INTHRMPITPNT

304 P
w
CHANMEL af
mg

?s DEC.31.1999 2:58AM CLAREMONT REST.GROUP NO.684 P.12/13
• Delineation Performed by': Soil & Environmental Consultants, Inc
. 244 West Milibrook Road 25 N College Avenue
Raleigh, NC 27609 Newton, NC 28658
Phone: [phone] Phone: [phone] y
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Maurer Property / Hickory Date: 11/99
Applicant/Owner: Atlantic Plan / Mrs. D. Mauser County: Catawba
Investigator: Tamp Bandy State: North Carolina
Do normal circumstances exist on the site? Yes Community ID: Channel
Is the site significantly disturbed? No Transit ID• Channel
(Atypical situation) '
Is the area a potential problem area? No Plot ID: Channel
(If needed, explain on reverse.)
VEGETATION
? 2. 10.
3. ! 11.
4. 12' -
13.
5. 14.
¦ 7. _ 15.
. 8. 16. ----
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): N/A
Remarks:
HYDROLOGY
Recorded Data (describe in remarks) Wetland Hydrology Indicators:
Stream, bake or Tide Gauge Prima Indicators;
Aerial Photographs ^_X- Inundated
Other Saturated in Upper 12 Inches
^X_ No Recorded Data Available 'Water Marks
Drift Lines
Field Observations: Sediment Deposits
Drainage Patterns in Wetlands
Depth of Surface Waters _ 2, - 4_ (in-) Seconda Indicators: 12 or more required)
Oxidized Root Channels in
Depth to Free Water in Pit 0 (in.) Upper 12 Inches
Water-Stained Leaves
Depth to saturated Soil: 0 (in.) Local Soil Survey Data
PAC Neutral Test
Other (explain in remarks)
Remarks: 8 Foot Centerline Channel
Wldata_frm
DEC.31.1999 2:58AM CLAREMONT REST.GROUP NO.684 P.13i13
Project # 99-2-1305
SOILS
Map Unit Name
(Series and Phase): Wehadkee fine sandy loam Drainage Class: poorly drained
Field Observations:
Taxonomy (Subgroup): Fluvaquentic Confirm Mapped Type? Catawba. County
Soil Survey
Profile Descri tion:
III D Matrix Color Mottle Colors Mottle Texture, Concretions,
Horizon (MunwM M2istl (Munsell Moist) Abundance/Contrast Structure etc.
0-9 Ap 10YR 4/3 loam
9-13 Blg 2.5Y 6/2 loam
13-32 B21g 5Y 6/1 sandy clay loam
0
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
X_ Sulfidic Odor Organic Streaking in Sandy Soils
_X- Aquic Moisture Regime _X.. Listed on Local Hydric Soils List
-X Reducing Conditions Listed on National Hydric Soils List
_X, Gleyed or Low-Cbroma Colors Other (explain m remarks)
Remarks: Bottom of Channel
Wetland Determination
(yes or no)
Hydrophytic'Vegetation Present? N/A
Wetland Hydrology Present? YES
Hydric Soils Present? YES
is 'P'lus Sampling Point Within a Wetland? YES
. Remarks:

WLdata.frm

0

0

.
.
.
.
¦
.
¦

5
r
` AAA.

January 28, 2000
TAMES $i HUNT Jrr 7
GOVERNOR Nell F. Huffman
Huffman Grading, Inc.
2608 Springs Road
i
.r BILL HOLMAN" Hickory, North Carolina 28601
ECRETARY
GQUYl-
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF AIR QUALITY
3 Subject: Open Burning Setback Exception Approval
y Huffman Grading, Inc. - Cripple Creek, LLC Project
Hickory, North Carolina
•ALAN W. KLIMEK,PE;"
"DIRECTOR - Catawba County
Dear Mrs. Huffman:
This Office is in receipt of your complete Open Burning Setback Exception request
submitted January 28, 2000, for the proposed open burning of land clearing or right-of-way
maintenance debris for Cripple. Creek, LLC. located at 1963 15th Avenue Place, SE, Hickory,
Catawba County, North Carolina.
r Personnel of the Division of Air Quality of this Office have reviewed your Open Burning
Setback Exception request and our determinations are listed as follows:
Based upon the information submitted in your completed Open Burning Setback
_ Exception request, the proposed open burning of land clearing or right-of-way maintenance
debris by Huffman Grading, Inc. at 1963 15th Avenue Place, SE, Catawba County-is hereby
APPROVED by this Office.
I
This open burning setback exception, which is effective February 1, 2000 and expires
on March 30, 2000, is granted in accordance with the information received January 28, 2000,
including any plans, specifications, and other supporting information, all of which are filed with
m- this Division and are incorporated as part of this open burning setback exception approval. If
additional dwellings, commercial or institutional establishments, or other occupied structures are
constructed within 1,000 feet of the open burning site, a written statement waiving objections
must be obtained from the new residents or owners prior to the open burning.
A copy of this approval letter, the information submitted in your completed Open
Burning Setback Exception request, and any additional written waivers must be kept at the land
?-, =- clearing or right-of-way maintenance site during the open burning. This information must be
..-. ?-?

-C _?z 7?1
available for review by Division of Air Quality , personnel, upon request.
r, y Please find enclosed a copy of Title 15A North Carolina Administrative Code, Chapter
M .,a 2D .1900 Open Burning". It should be noted that this setback exception approval applies only
h
• MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET, MOORESVILLE, NC 28115
http://daq.State.nc.us/ PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER' PAPER
¦

Mrs. Nell f. Huffman
January 28, 2000 '
Page No. 2
to the one thousand (1,000) feet setback requirement in accordance with 15A NCAC 2D .1903
(b)(2)(B). This open burning setback exception approval does not relieve Huffman Grading, Inc.
or any subcontractors from complying with all other Air Quality Regulations, including 15A
NCAC 2D .1903 (b)(2) which states in part that the location of the burning shall be at least 250
feet from a public road unless the prevailing winds at the time of the burning are away from the
roadway; or any applicable Federal, State, or local requirements (such as North Carolina General
Statute 113-60.21 through 113-60.28 which prohibits open burning without first obtaining an
Open Burning Permit from the North Carolina Division of Forest Resources unless one of the
exceptions as listed in the General Statute applies). Also, the City of Hickory Fire Department
may require a burning permit at this site. Please contact Mr. Raymond Mitchell or Mr. Greg
Rohr with the Hickory Fire Department at 828 323-7522 or 7566 for more information.
This open burning setback exception approval is subject to revocation by this Division
upon a determination that information contained in the request or presented in the support thereof
is incorrect, conditions under which this exception was granted have changed (including new
construction within the 1,000 feet setback area), or violations of any applicable Federal, State,
or local requirements have occurred.
Please be advised that violations of the Air Quality open burning regulations could result
in the initiation of an enforcement action by this Office which could include a recommendation
for the assessment of a civil penalty in accordance with North Carolina General Statute 143-
215.114A.
If you have any questions relative to this matter, please do not hesitate to contact Mr.
Joseph Crabb at [phone].
Since ely,
r
Michael S. Landis
Regional Supervisor
MJC:mjc
Enclosure
cc: Jason Richardson
G:\DEM\AQ\WPDATA\COUNTIES\CATAWBA\OPENBURN\HUFFMA03.SBA

¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
6
¦
05/01!2000 14:29 9198469467 S`EC PAGE 02
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County Catawba
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property owner: Dorothy B. Mauser
Address: 1963 15th Avenue Place, SE
Hickory, NC 28601
Telephone No.,
Size and Location of project (water body, road name/number, town, etc.):
"Dent Miller, Mauser Property" located on approx. 21 acre tract east of the Convention Center
on the opposite side of 19th Street Drive, SE; in Hickory.
¦ Description of Activity:
Culvert/fill approx. 275 LF of an unnamed trib. to Clark Creek (determined to have "important"
aquatic function) for the purpose of providing an access road and allow for development of the
above referenced commercial property. Mitigation to offset the loss of stream channel will be
¦ accomplished through payment into the state Wetland Restoration Program fund.
¦ Applicable Law: _7 Section 404 (Clean Water Act, 33 U.S.C.1344).
(check all that apply) Section 10 (River and Harbor Act of 1899)
Authorization: Regional General Permit Number.
¦ 26 __- Nationwide Permit Number.
Your work, is authorized by this Regional General (RGP or Nationwide Pem-dt (NWP) provided it is accomplished in
strict accordance with the attached conditions and your submitted plans. If your activity is subject to Section
404 (if Section 404 block above is checked), before beginning work you must also receive a Section 401 water
quality certification from the N.C. Divisionof Environrhental Management, telephone [phone]. For any
activity within the twenty coastal counties, before beginning work you must contact the N.C. Division of Coastal
Management, telephone [phone].
Please read and carefully comply with the attached conditions of the RGP or NWP. Any violation of the conditions
of the RGP or the NWP referenced above may subject the permittee to a stop work order, a restoration order, and/or
appropriate legal action.
This Department of the Army RGP or NWP verification does not relieve the permittee of the responsibility to obtain
¦ any other required Federal, State, or local approvals/pennits. The pennittee may need to contact appropriate State
and local agencies before beginning work.
If there are any questions regarding this authorization or any of the conditions of the General Pem-tit or
Nationwide Permit, please contact the Corps Regulatory Official specified below;
¦ Date a rua !
Corps Regulatory Official Steve Chapin _ Telephone No. 0 ) 271 4014
. Expiration Date of Verification F bruaryll_ 21)02
cc: S&-EC, Inc.
Cap
¦ 06/01/2000 12:58 9198469467 S EC PAGE 11
State of North Carolina
¦ Department of. Environment •
¦ and Natural Resources
Division of Water Quality
¦
¦
¦ James B. Hunt, Jr., Governor NC )E
Bill Holman, Secretary NORTH CA OLINA DEPA
I_NVIRONMENT AND NATUR
¦ Kerr T. Stevens, Director
?, t?
¦ February 4, 2000
DWQ#: 991425
¦ Catawba County
¦
Ms: Dorothy Mausez
¦ 1963 15'h Ave. Place SE
Hickory, NC 28601
. Dear Ms. Mauser:
On December 29, 1999 the Division of Water Quality (DWQ) was notified by
receipt of your application regarding your plan to fill wetlands for the purpose of
developing the Dent-Miller-Mauser property. Approval from DWQ is required to disturb
these wetlands. -1n particular as described in 15A NCAC 2B .0502, we will require you to
¦ locate all streams and ponds on the property with a site plan for the development which
clearly shows wetlands and streams to be filled must be provided. Please show these on a
site neap of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H.0500
Please call me at 919-733-9646 if you have any questions or would require copies
¦ of our rules or procedural materials.
ncerel
¦
¦
*orn
¦ Cc: Mooresville DWQ Regional Office
Wilmington Corps of Engineers
File copy
Central files
Kevin Martin; Soil and Environmental Consultants
¦
¦ 991425.hid
¦
Weelands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
¦ Telephone [phone] FAX [phone]
¦ An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper

0

8

_ - NORTH CAROLINA DEPARTMENT OF
/ ENVIRONMENT AND NATURAL RESOURCES
. Rc ?1 R
'1 MOORESVILLE REGIONAL OFFICE
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
-
J MSS 5: HUNIT JR_
?L CR'VOR February 16, 2000

BILL HOLMAN,
.
SECRETARY
-
.
Mr. Dent Miller, Registered Agent
Cripple Creek Investment, LLC
Post Office Box 9265
. Hickory, North Carolina 28603
RE: LETTER OF APPROVAL
.r (For Site with Disturbed Area Exceeding Five (5) Acres)
Project Name: Cripple Creek Investments, LLC
Project ID: CATAW-2000087
Location: 13th Ave. Dr. SE Ext./19th St. Dr. SE - Catawba County
Submitted By: Cripple Creek Investment, LLC
Date Received: February 11, 2000
New Submittal- -X- Revision
River Basin: Catawba

Dear Mr. Miller:

` This office has reviewed the subject erosion and sedimentation control plan.
We find the plan to be acceptable and hereby issue this Letter, of Approval. The
enclosed Certificate of Approval must be posted at the job site. This plan approval
shall expire three (3) years` following the date of approval, if no land-disturbing
activity has been undertaken, as is required by Title 15A NCAC 413 .0029.
Title 15 NCAC 4B .0018(a) requires that a copy of the approved erosion control
plan be on file at the job site. Also, this letter gives the notice required by G. S. 113A-
61.1(a) of our right of periodic inspection to insure compliance with the approved
pIan-
North Carolina's Sedimentation Pollution Control Act is performance-oriented,
requiring protection of existing natural resources and adjoining properties. If,
following the commencement of this project, the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control
Act of 1973 (North Carolina General Statute 113A-51 thru 66), this office may require
revisions to the plan and implementation of the revisions to insure compliance with
the Act.

rn
- - 919 NORTH MAIN STREET,. MOORESVILLE, NORTH CAROLINA 281 15
¦ - - PHONE [phone]: FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST-CONSUMER PAPER

Page Two
Acceptance and approval of this plan is conditioned upon your compliance
with federal and state water quality laws, regulations, and rules. In addition, local city
or county ordinances or rules may also apply to this land-disturbing activity. This
approval does not supersede any other permit or approval.
Please be aware that if five acres are to be disturbed by this project, you will
be covered by the enclosed general stormwater permit NCGO1000 (Construction
Activities). You should first become familiar with all of the requirements for
compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the
information provided in the Financial Responsibility Form which you have provided.
You are requested to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you notify this office of the
proposed starting date for this project.
Your cooperation is appreciated.
. Sincerely,
Steve Allred
. Asst. Regional Engineer
cc: Atlantic Plan Engineering Corporation
Inspections Dept.
SEA/ae

¦
¦
¦
¦
State of North Carolina
Department of Environment
,and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt,. Secretary ... NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NAaURAL RESOURCES
July 1, 1995
¦
¦
¦
Construction Activities Disturbing 5 or More Acres
Stormwater Discharge Permits Required
The Federal Clean Water Act requires that National Pollutant Discharge Elimination
System (NPDES) Permits be obtained for discharges of stormwater runoff from
construction activities disturbing five or more acres. The North Carolina Division of
Environmental Management administers the NPDES permit program in North Carolina
under delegation from the U.S. Environmental Protection Agency. Since this project
disturbs five or more acres, it is covered by the attached General
Stormwater NPDES Permit, NCGO10000, as revised July 1, 1995. You are
responsible for complying with .the General Permit requirements and are
subject to enforcement h y the Division of Environmental M t f

. } anagemen or
any violations of the General Permit The filing of Notice of Intents for permit
coverage and filing fees are no longer required for these projects. Should you have
questions concerning these requirements you may contact the Regional Office Water

¦ Quality Staff of the Division of Environme ntal Management in your area. The Regional
Water Quality Supervisors are as follows:
Regional Office Water Quality Sul 2misor Telephone Number
Asheville Forrest Westall 704/251-6208
Fayetteville Michael Wicker 910/486-1541
Mooresville Rex Gleason 704/663-1699
Raleigh Judy Garrett 919/5714700
Washington Roger Thorpe 919/946-6481
Wilmington Dave Adkins 910/395-3900
¦
¦
¦
¦
Winston-Salem Steve Mauney 910/771-4600
.attachment - NCGO10000
919 North Main St., Mooresville, North Carolina 28115
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/10% post-consumer paper
Permit No. NCGO10000
STATE OF NORTH CAROLINA -
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT
TO DISCHARGE STORMWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by North Carolina Environmental Management
Commission and the Federal Water Pollution Control Act as amended,
All owners or operators of stormwater point source discharges associated with construction
activities including clearing, ? g g, grading and excavation activities resulting in the disturbance of land
d
are hereby authorized to discharge stormwater to the surface waters of North Carolina or to a
separate storm sewer system conveying stormwater to the surface waters.
The General Permit shall become effective on July 1, 1995.
The General Permit shall expire at midnight on June 30, 2000.
Signed this day June 30, 1995.
A. Preston oward, r., P.E., Director
Division of Environmental Manage
By the Authority of the Environmental Management Commission
w
Page 1 of 15 Pages
¦
Permit No. NCGO10000
¦
i
¦
¦
¦
¦
¦
¦
¦
I
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
PART I
MONITORING, CONTROLS, AND LIMITATIONS FOR PERMITTED
DISCHARGES
SECTION A: FINAL LB41TATION AND CONTROLS FOR STORMWATER DISCHARGES
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge stormwater associated with industrial activity. Such
discharges shall be controlled, limited and monitored as specified below.
1. Prior to the commencement of construction, the permittee shall submit for approval a
Sedimentation and Erosion Control Plan (plan) to the Department of Environment, Health,
and Natural Resources, Division of Land Resources, Land Quality Section, (or an
approved local program) pursuant to the requirements of NC G.S. 113A-54.1 and in
conformity with rules adopted by the North Carolina Sedimentation Control Commission.
2. The Permittee shall implement the plan, which has been approved by the approval
authority. The approved plan is considered a requirement or condition of this general
permit. Deviation from the approved plan, or approved amendment to the plan, shall
constitute a violation of the terms and conditions of this general permit except that deviation
from the approved plan will be allowed to correct an emergency situation where sediments
are being discharged off the site, even though the approved plan is in effect. Such a
deviation from the approved plan shall be noted on the approved plan maintained at the job
site. A signed copy of the approved plan shall be maintained on the site at all times.
3. Equipment utilized during the construction activity on a site must be operated and
maintained in such a manner as to prevent the potential or actual pollution of the surface or
ground waters of the state. Fuels, lubricants, coolants, and hydraulic fluids, or any other
petroleum products, shall not be discharged onto the ground or into surface waters. Spent
fluids shall be disposed of in a manner so as not to enter the waters, surface or ground, of.
the state and in accordance with applicable state and federal disposal regulations. Any
spilled fluids shall be cleaned up to the extent practicable and disposed of in a manner so as
not to allow their entry into the waters, surface or ground, of the state.
4. Herbicide, pesticide; and fertilizer usage during the construction activity shall be restricted
to those materials approved by EPA and shall be in accordance with label restrictions.
5. All wastes composed of building materials shall be disposed of in accordance with North
Carolina General Statutes, Chapter 130A, Article 9 - Solid Waste Management, and rules
governing the disposal of solid waste (North Carolina Administrative Code Section 15A
NCAC 13B).
Page 3 of 15 Pages
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
Permit No. NCGO10000
PART II
STANDARD CONDITIONS FOR NPDES STORMWATER GENERAL PERMITS
SECTION A• D FIN O
1. Act or "the Act" or A
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
- 33 USC 1251, et. seq.
2. Best ManaLyement Practices (BMPs)
Schedules of activities, prohibitions of practices, :maintenance procedures, and other
management practices to prevent or reduce the pollution of waters of the United States.
BMPs also include treatment requirements, operation procedures, and practices to control
plant site runoff, spillage or leaks, sludge or waste disposal, or drainage from raw material
storage.
3. DEM or Di ion
The Division of Environmental Management, Department of Environment, Health and
Natural Resources.
4. Director
The Director of the Division of Environmental Management, the permit issuing authority.
The North Carolina Environmental Management Commission.
6. L andfill
A disposal facility or part of a disposal facility where waste is placed in or on land and
which is not a land treatment facility, a surface impoundment, an injection well, a
hazardous waste long-term storage facility or a surface storage facility.
7 Overburden
Any material of any nature, consolidated or unconsolidated, that overlies a mineral deposit,
excluding topsoil or similar naturally-occurring surface materials that are not disturbed by
mining operations.
8. Permittee
The person who signed as the financially responsible party on the Sedimentation and
Erosion Control Plan.
Page 5 of 15 Pages

Permit No. NCG010000
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this general permit which has a reasonable likelihood of adversely affecting
human health or the environment.
4.
3. Civil and Criminal Liability
Except as provided in general permit conditions on 'Bypassing (Part II, C.3.), nothing in
this general permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6A, 143-
215.6B, 143-215.6C or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the
permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
Oil and Hazardou ih0 a L' bil'

5

6.

7.

0
8.
¦

ce is ity
Nothing in this general permit shall be construed to preclude the institution of any legal
action or relieve the permittee from any responsibilities, liabilities, or penalties to which the
permittee is or may be subject to under NCGS 143-215.75 et'seq. or Section 311 of the
Federal Act, 33 USC 1321. Furthermore, the permittee is responsible for consequential
damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
Property Rights
The issuance of this general permit does not convey any property rights in either real or
personal property, or any exclusive privileges, nor does it authorize any injury to private
property or any invasion of personal rights, nor any infringement of Federal, State or local
laws or regulations.
v r ilit
The provisions of this general permit are severable, and if any provision of this general
permit, or the application of any provision of this general permit to any circumstances, is
`held invalid, the application of such provision to other circumstances, and the remainder of
this general permit, shall not be affected thereby.
Duty to Provide Information
The permittee shall furnish to the Director, within a reasonable time, any information which
the Director may request to determine whether cause exists for modifying, revoking and
reissuing, or terminating the certificate of coverage issued pursuant to this general permit or
to determine compliance with this general permit. The permittee shall also furnish to the
Director upon request, copies of records required to be kept by this general permit.
Continuation of the Expired General Permit
An expired general permit continues in force and effect until the general permit is reissued
or a new general permit is issued. Only those facilities authorized to discharge under the
expiring general permit are covered by the continued general permit.
Page 7 of 15 Pages
¦ Permit No. NCGO10000
to sign documents has been assigned or delegated to the manager in accordance
with corporate procedures.
¦ (2) For a partnership or sole proprietorship: by a general partner or the proprietor,
¦ respectively; or
¦ (3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
¦ b. All reports required by the general permit and other information requested by the Director
shall be signed by a person described above or by a duly authorized representative of that
- person. A person is a duly authorized representative only if: '
¦ (1) The authorization is made in writing by a person described above;
¦
(2) The authorization specified either an individual or a position having responsibility
¦ for the overall operation of the regulated facility or activity, such as the position of
plant manager, operator of a well or well field, superintendent, a position of
¦ equivalent responsibility, or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.);
and
(3) The written authorization is submitted to the Director.
C. Any person signing a document under paragraphs a. or b. of this section shall make the
¦ following certification:
¦ " I certify, under penalty of law, that this document and all attachments were
prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information
submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate, and complete.
¦ I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
¦
13. General Permit Modification, Revocation a-nd Rei sn ncP or Term nation
The issuance of this general permit does not prohibit the Director from reopening and
modifying the general permit, revoking and reissuing the general permit, or terminating the
¦ general permit as allowed by the laws, rules, and regulations contained in Title 40, Code of
Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina Administrative
¦ Code, Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. aL
¦
¦
¦
¦
¦
Page 9 of 15 Pages
M
Permit No. NCGO10000
(1) Bypass was unavoidable to prevent loss of life, personal injury or severe property-
damage;
(2) There were no feasible alternatives to the bypass, such as the use of auxiliary
control facilities, retention of stormwater or maintenance during normal periods of
equipment downtime or dry weather. This condition is not satisfied if adequate
backup controls should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and .
(3) The permittee submitted notices as required under Paragraph c. of this section
The Director may approve an anticipated bypass, after considering its adverse effects, if the
Director determines that it will meet the three conditions listed above in Paragraph d. of this
section.
4. Upsets
a. Definition
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment or control
facilities, inadequate -treatment or control facilities, lack of preventive maintenance, or
careless or improper operation.
b. Effect of an Upset.
F1
0
¦
¦
¦
An upset constitutes an affirmative defense to an action brought for noncompliance with
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions Necessary for a Demonstration of Upset
A pennittee who wishes to establish the .affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
2) The permitted facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 5. (b) (B) of
this general permit.
(4) The permittee complied with any remedial measures required under Part II, A. 2.
of this general permit
d Burden of Proof
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
Page 11 of 15 Pages
1
Permit No. NCGOl0000
1
I

1
1

6. Records Retention
The permittee shall retain records of all monitoring information, including all calibration
and maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this general permit, for a period of at
least 5 years from the date of the sample, measurement, report or application. This period
may be extended by request of the Director at any time.
7. Recording Results
For each measurement, sample, inspection or maintenance activity performed or taken
pursuant to the requirements of this general permit, the permittee shall record the following
information:
a. The date, exact place, and time of sampling, measurements, inspection or
maintenance activity;
b. The individual(s) who performed the sampling, measurements, inspection or
maintenance activity;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Insuection and En=
The permittee. shall allow the Director, or an authorized representative (including an
authorized contractor acting as a representative of the Director), or in the case of a facility
which discharges through a municipal separate storm sewer system, an authorized
representative of a municipal operator or the separate storm sewer system receiving the
discharge, upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located
or conducted; or where records must;be kept under the conditions of this general
permit;
b. Have access to and copy, at reasonable times, any records that must be kept under
the conditions of this general permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and
control equipment), practices, or operations regulated or required under this general
permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring general permit
compliance or as otherwise authorized by the Clean Water Act, any substances or
parameters at any location.
0 r
Page 13 of 15 Pages
Permit No. NCGOIO000
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the general permit to be reported within 24 hours.
C. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
6. Other Noncompliance
. The permittee shall report all instances of noncompliance not reported under Part H. E. 4.
and 5. of this general permit at the time monitoring reports are submitted. The reports shall
contain the information listed in Part H. E. 5. of this generalpermit.
¦ 7. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a notice of
intent to be covered under this general permit or in any report to the Director, it shall
promptly submit such facts or information.
. 8. Av ; abi i of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308
of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management.
As required by the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.6B or in Section 309 of the Federal Act
9. Penalties for Falsification of Rep r c
r The Clean Water Act provides that any person who knowingly makes any false statement,
. representation, or certification in any record or other document submitted or required to be
maintained under this general permit, including monitoring reports or reports of compliance
or noncompliance shall, upon conviction, be punished by a fine of not more'than $10,000
per violation, or by imprisonment for not more than two years per violation, or by both.
SECTION F: DJUATTONS RPOPENE
. This general permit shall be modified or alternatively, revoked and reissued, to comply with any
applicable effluent guideline or water quality standard issued or approved under Sections 302(b)
(2) (c), and (d), 304(b) (2) and 307(a) of the Clean Water Act, if the effluent guideline or water
quality standard so issued or approved:
a. contains different conditions or is otherwise more stringent than any effluent
limitation in the general permit; or
b. controls any pollutant not limited in the general permit.
The general permit as modified or reissued under this paragraph shall also contain any other
requirements in the Act then applicable.
Page 15 of 15 Pages
¦

n J W ?.?. ?n
_??
eMI6 t?,
Owe
A
r tD ,?" O y "? e
MOW w
?:
O ,? ? p p ? ` 1
"W.?? y
C
e? C
:a owe
P w 4.
p7 R O
A
moo
r e'
?r? ?• ?,
owe W-W
"'?
cn ?
rA
O
??
moo
???. c
UQ ?.A P4. V+
"g.
?•y
? o
.p
OW>.=
N rp O
owe QQ J W 0%
J :O
6N
• .p .
f
0
m
9

NCDENR
f
JAMES B. HUNT JR.
?OVERNOR
:.
ILL HOLMAN - -
--SECRETARY -
Mr. L. Dent Miller, Owner
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
February 21, 2000
Fresh Foods, Inc.
Post Office Box 399
Claremont, North Carolina 28610
RE: LETTER OF APPROVAL WITH MODIFICATIONS
(For Sites with Disturbed Area Exceeding Five (5) Acres)
Project Name: Cripple Creek Investments, LLC
Project ID: CATAW-2000078
Location: 13th Ave. Dr. Ext/19th St. Dr. SE - Catawba County
Submitted By: Fresh Foods, Inc.
Date Received:. January 26, 2000 -
t? New Submittal _X_.. Revision
River Basin: Catawba
Dear Mr. Miller:
This office has reviewed the subject erosion and sedimentation control plan.
We find the plan to be acceptable with modifications and hereby issue this Letter of
Approval with Modifications. The enclosed Certificate of Approval must be posted at
the job site. The Modifications Required for Approval are listed on the attached page.
This plan approval shall expire three (3) years following the date of approval, if no
' - land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B
.0029. -
Eun
p;P_ Title 15 NCAC 4B .0018(a) requires that a copy of the approved erosion control
111 ? -??,_?a
l plan be on file at the job site. Also, this letter gives the notice required by G.S.113A-
61.1(a) of our right of periodic inspection to insure compliance with the approved plan.
_ North Carolina's Sedimentation Pollution Control Act is performance-oriented,
requiring protection of existing natural resources and adjoining properties. If,
following the commencement of this project, the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control
-
r Act of 1973 (North Carolina General Statute 113A-51 thru 66), this office may require
revisions to the plan and implementation of the revisions to insure compliance with
the Act. . ?!!! 919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 28115
`. e ; . PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER 50% RECYCLED/10% POST-CONSUMER PAPER
-11
M
Page Two
Acceptance and approval of this plan is conditioned upon your compliance
with federal and state water quality laws, regulations, and rules. In addition, local city
or county ordinance or rules may also apply to this land-disturbing activity. This
approval does not supersede any other permit or approval.
Please be aware that if five acres are to be disturbed by this project, you will
- be covered by the enclosed general stormwater permit NCGO1000 (Construction
Activities). You should first become familiar with all of the requirements for
compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the
information. provided in the Financial Responsibility Form which you have provided.
. You are requested to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you notify this office of the
proposed starting date for this project.
Your cooperation is appreciated
Sincerely,
'O;X
Steve Allred
Asst. Regional Engineer
cc: Atlantic Plan Engineer ing Corporation
Inspections Dept.
MODIFICATIONS
1. The plan proposes 150 feet or more of stream disturbance. A 401 Water
Quality certification may be necessary for this project. Please contact Rex
Gleason with the Division of Water Quality at [phone].
SEA/ae
_J

0
0
0
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
10

MAR-09-2000 THU 09;15 AM ATLANTIC PLAN ENG CORP FAX NO. 8283270931 P. 02

State of North Carolina
Department of Environment
¦ and Natural Resources
Division of Water Quality
¦
¦ James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
¦
¦
DENT MILLER
POST OFFICE BOX 399
CLAREMONT, NC 28610
¦
¦
¦
¦
¦
¦
¦
¦
¦
I
¦
¦
¦
Dear Mr. Miller:
Subject: Permit No. WQ0018045
Dent Miller
Fresh Foods, Inc (D.K.A: Cripple Creek
investments)
Wastewater Collection System
Catawba County
In accordance with your application received February 15, 2000, attached is Permit No.
WQ001804 5, dated March 2, 2000, to Dent Miller for the construction and operation of the subject
wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject
to the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria
adopted February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
for the construction and operation of approximately 1,016 linear feet of 12-inch gravity sewer to serve
484 restaurant seats, 80 motel rooms, and 157,000 SF for retail space as part of the Fresh Foods, Inc
(D.K.A: Cripple Creek Investments) project, and the discharge of 52,200 GPD of collected domestic
wastewater into the City of Hickory's existing sewerage system; pursuant to the application received
February 15, 2000, and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the City of Hickory
Wastewater Treatment Facility (NPDFS Permit No. N00020401) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between Dent MilIer and the City of
Hickory for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the fomn of a written petition, conforming to Chapter 150B of North
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephon© [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
I R?NW'A
4
w
,/
T
NCDEk4R
NORTH CAROLINA DerAnTMENT OF
ENVIRONMENT AND NATURAL R000URCE5
March 2, 2000
MAR-09-2000 THU 09,15 AM ATLANTIC PLAN ENG CORP FAX NO. 8283270931 P. 03
¦ Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
¦ Center, Raleinh, NC 27699-6711. Unless such demands are made this permit shall be final and bindiltg.
¦ The issuance of this permit does not preclude the Permittee from coiliplying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
If you need additional infonnation concerning this matter, please contact Natasha Powers at
[phone] extension 375.
Sin r y,
'Kerr T. Stevens
¦
¦
cc; Catawba County Health Department
Mooresville Regional Office, Water Quality Section
Atlantic Plan Engineering Corporation
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
MAR-09-2000 THU 09:15 AM ATLANTIC PLAN ENG CORP FAX NO, 8283270931 P. 04
NORTH CAROLINA
P"NVIRONMENTAL MANAGEMENT COMMISSION
nEPARTMEN7''OF ENVIRONMENT AND NATURAL RESOURCES'
RALEIGH
¦ GRAVITY SEWER COLLECTION SYSTEMS PERMIT

I

I
0

This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data-
3. The facilities must be properly maintained and operated at all times.
4. '!'his permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the
State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. A copy of the record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Certification and one (1) copy of the "Record Drawings" to the
Non-Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer perniit or the
North Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action
by the Division, in accordance with North Carolina General Statute 143-215.6x'1 to 143-215.6C.
1
¦ MAR-09-2000 THU 09:16 AM ATLANTIC PLAN ENG CORP FAX NO. 8283270931 P. 05
9. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities..
10. Noncompliance Notificatibn:
The Pen-nittec shall report by telephone to the Mooresville Regional Office, telephone number (704)
663-1099, as soon as possible, but in no case more than 24 hours or on the next working day,
followin- the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
• b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
Pentnit issued this thee''econd day of March, 2000
? T T
NORT OZZOX_INARNVIRONMEN'l AL MANAGEMENT COMMISSION
rte'` ;'
Kerr T. Stevens, Director
Division of Water Quality
By. Authority of the Environmental Management Commission
Permit Numher WQ00I8045
w

I
I
I
1
I
.
¦
¦
¦
¦
¦
¦
¦
¦
¦
11
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
I
¦
¦
¦
¦
¦
¦
¦
¦
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
i. CERTIFIED MAIL-RETURN RECEIPT REQUESTED
o Cripple Creek Investments, LLC
361 2" Street, North West
Hickory, NC 28601
Dear Sirs:
/ • •
00" %W*%VW%W00WL
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 10, 2000
DWQ Project # 991425
Catawba County
The Division of Water Quality has reviewed your plans for the discharge of fill material into 275
linear feet of streams and unreported length of intermittent stream located at 190' and I-40 in Catawba
County for road extension and related development as described in your application dated February 25,
2000. 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, 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 development without impacting the perennial stream? We
believe that a pond could be constructed outside of the channel utilizing a retaining wall. 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 we are
not certain whether the NC Wetland restoration Program is willing to accept payment for this mitigation.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and to the Mr. Mike Parker, Mooresville Regional Office at [phone]. If we do not hear from you
in three 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 919-733-9646 if you have any questions.
Sincerely,
n R. orney
cc: Mooresille DWQ Regional Office
Asheville Field Office Corps of Engineers
Kevin Martin; Soil & Environmental Consultants
Charles Davis; Atlantic Plan Engineering
Ron Ferrell, WRP
Central Files
File Copy
Wetlands/401 Unit1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone]FAX # [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/10% post consumer paper
I
m
F-I
F-I
¦
¦
12

¦
¦
¦
¦ .Ll1 7 4Sd1 9A.d.Sr/_.: 161 Y 3_7 R.+Y A . ,i, SL 91 •Ai Y ,._D C'ti/1 7S V _V3 .i J.A 7 JL JJ
¦ F.O. Bo iOi Fes: 823-327-0931
xa CL?T3 ?i 2 1 L .aV71 .ate.-1: Y.U. sthplmiecominc.com
¦
¦ April 25, 2000
¦
NC-DE
.UIYIsiCTR of Water QualiLy
¦ lutn. John R. Dorn.-y'
. Wetlanda/4.41 Unit
1621 Mail Seri=ice Ce-ter
¦ Ralel1 4C 7-7659-1621
¦ Re: Riquiv to Water Quality in answer to their April 10'" letter on the Fresh Foods or
¦ Ilae Ci v of riickorv directed that the major street, 13th Ave. Extension S.E., be extended
. P Fofalle 11 much 1-4V,1LUe peI'E ll lIaqt ?}T,-eam YMsL ch a!so Rullows 1-40 is ?:,I d'e 1.3? Ave- rG] IU- ision
ft much as 1La length.4rD .1L., the grestint extension is tainimal; howevear, it &Cs eflilvue
¦ !_he rt r?:?inc .i. nr i}zn si_rei1sn on thIl sold-11 side 4_FT-40.
.Llt? X.U.,?rL Uesi extend.1-et's t' , ---el- aas ?iiiti?,LCU 'v"Vith he p itiuiuai S`u VC.u tiAia"ck ii_,
iitw X.U. t u Sl t t?cniaci tip ZFUr L as "Vith I.Uuu %,?4rx L7
. iky IAIyvar sk-n f ippi ryrmeerpmnt ;? s%g h,in0 ?nnlsfpA . Yt ie nv?P??smrty cwn ;?irdp riotvntiMn B..
,.1......,,,.e- ., b J I.. +,
the streets storm vrai:er, whitch is a part of the pxroject. So the street was moved over
u??pizill fro`rm?pth??e strrea?and the pipe remained ed in place below me raa?i?va_y and the
1?i5?,4--tion basi s- 4PLJ•? placed at thL lowest. point.
¦
. Detention was ini ially desimed =Mill fi-oni the strut f rr ih ren-mind er of the project;
¦ Vile are now beinn asked to place tae detention above the street leavin-- some. of the street
¦ or i'S coustructierri without detention; or to place the detention next to the stream with a
YYaLI .1 11c aVUYe "I Suec.M Ems 1114 roa%) rtL,; aL:VyC L11C klvteilt on. 1116 Pr VVV:tM VN 1Li1
¦ this is that the disaligment of the n2=ajo: connector is unacceptable. Something has to
Q.tve.
¦
. T# is believed t a?# Yi2 in? t hp wtrpam rttFyrrJ the least pn;;:yrtmQrita41 an:abp .A relat'iv--t
short section of stream south of the Interstate is lost_ but the maiority of this strum has
t. _ y been c?.:.? piped under 13 3th Ave. r.?li r.eri.5iosr r.?r. .. TMs p?i°ru o?i.i rr?._t3 .' detention to all
a?
3 ? }?,a?C,?a?..y ?•? (?•
LA 1. v+lirl?l •n:•n? ?•,?i iiJU Uh?.•u wit YVT3ii A4 ?•iT tiJ.:i-? a i•tiaaa.?l?lci 4ili ill Agnmil. n' iV Wee Ci y of
.la4 A 1:. .iLC
T-TickSry-'s.' Ibior This will help make. a safe A eit thus mater. ink lift and Iamb
of us ers.
As it rarnxv i.r7 tl;P rper-emnial -trAa is in this iticati- a -Ltirm sesjver and solid ,Aa.&ke
disposal area. It is not visible, catches debris frozra the Interstate, it is not maintained, and
it can't be.
acf, S:nrZri o: ci2rr?;rcP washes the debris downstream amd contributes to fie
of the downstream water. If built at the ic+1;15*:,2 -t point the detention basin will trap this
debris - Which will be removed and properly disposed of diving maintenance and r-eplar
L1 L•••"`•b LV. JS.l Yilil laillA 1L7 it1LLLV11.
For- the total public Ro}d the installation of the pipe is to be prekarred: To- provide
L3ClR:'12 CANlA 1N1 1111 cVLi.StlLS?,L1N21, 1 erY7'I1lc7.V 2G Altc1 Vl 3 LtK"•+CL ati6i2A11'G LII 2N1 a. s&'% tt?3Lt3?!o1 Ldi..tN2A
facility, a cleaner and Lr;Wi rt ainable ravine area which v-ill remit in cleaner do-mA-ream
water. It beine understood that a raaior contrilbution will be mad{^ for stream mifigation
as a result Cif this piping,.
you know -we have. to get mzi Elp-le th-tit take. Montt' 7 narfiiculanlu''•w''hen the.
Federal Government is involved, as is the.case with a Interstate, and all agencies have
ageed that the piped .r-earn a/?ndL?dete Lion is a rea3o,-a vle approach in this case. You
• a'KTilYA LRL
'1+Ta ow dtislgsi an data • ` Et
t• 9 Ll L• J
Please, as aresult of the time involved in your considerarlons, you are one of he last, we
feel ti?rai we have -h besM soluritiu and the dic''ezxi}?tii3 are. tiet?elii atilt left tai pet's tue
r.?^.itiuratiou fan-7 LIMP_ c?nrWerabion to op proving this pi'_qjPct as designed.
Please, see the base map with topoLgraphy that is sent with this. Selected cross-sections
have been prepared, locaxed on this bare snap. From this it can b seen the difflculty of
building, a ret?i-ning iTall or mibanakm_'•nt to rettq?i th° road-v ay or d?e detention i?ichev?r
wav it is attempted,, above the stream
Tbt?anSr+nrr rrtaT?? eyrr•aov rr.nri rS il} it+n n 4blia r?•xl Eilr tra rnni3t
. AlaiitS3.t.Ltc7 ?5: 3L J J 4•itA LV11JA•rY?l tl VlA 111 Ll.tiJ ALtCli15r1 i A MLl1L.t 1. -
7,.
N L2? v?2y 2tr
?_V?;_IZ N Y Y Y(
. -'.LL[LL A%,-' 11. LL3T AJ, 'J A., i .i.s.
NC 290-
Engineer in Charge of Project
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
.
.
.
.
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
¦
13

0 .. NC-DER

-- :JAMES B.'HUNT
' GOvERNOR" A -
Mr. Dent Miller
- Post Office Box 399
Claremont, North Carolina 28610
BILL li-oLMAN'> .,.
ECREE4ARY _
?
F
?
7

v
FaLR ECTOR. Y
-
x
y

-4 dS
Dear Mr. Miller:
JESSICx"G tAIt
Catawba County Health Department
Charles H. Davis, Jr., P.E.
c H E F ?, Enclosed please find one copy of the "Application for Approval..." together with one copy of the
,r referenced engineering plans and specifications bearing the Division of Environmental Health stamp of
r
" approval and signature of the Public Water Supply Section Chief for the referenced project. These
~?1 . engineering plans and specifications are approved under Division of Environmental Health serial
-,..
s
' number 00-00413, dated April 24, 2000.
}
`
: Engineering plans and specifications prepared by Charles H. Davis, Jr., P:E., call for installation of
l
t
i
l
d
th
u
t
i
f 13th A
D
i
h
t
600 f
f 12
i
. enances a
ong ex
ens
n, va
ves an
o
er app
r
on o
r
ve,
nc
wa
er ma
venue
eet o
-
SE to serve Fresh Foods, Inc,
* "
"
°
d Authorization to Construct
requires both this approval of Engineering Plans
Please note that an
'• and Specifications and submittal of a complete Water System Management Plan. No construction shall be
undertaken, and no contract for construction, alteration, or installation shall be entered into until the
Department issues an Authorization to Construct letter in accordance with 15A NCAC 18C .0305(a).
;... One copy of each enclosed document is being forwarded to our Mooresville Regional Office. The
N
third copy is being retained in our permanent files.
,.
5
}.;
If we can be of further service, please call onus at [phone].
JWM/SMC/jhr
Enclosures: Approval Documents
cc: Britt Setzer, Regional Engineer

0I

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
PUBLIC WATER SUPPLY SECTION
April 27, 2000
Re: Engineering Plans and Specifications Approval
Water Main Extension
City of Hickory Water System
Fresh Foods, Inc.
Catawba County
I.D. # 01-18-010

# Wayne MftnEen, P.E., Head
Technical Services Branch
Public Water Supply Section
1634 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1634
PHONE [phone]
MAIN FAX [phone] LAs FORMS FAX 919-71S-6637
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/10% POST-CONSUMER-PAPER
0

1
1
1
1

14

ILE No.245 05/28 '00 10:52 ID:
State of North Carolina
pepartment of Environment
and Natural Resources
Publiic Water Supply Sectionealth
James B. Hunt Jr., Governor
5111 Holman, Secretary
Linda C. Sewall, Director
Jessica G, Miles, Section Chief
I
¦ DENT MILLER
Post Office Box 399
. Claremont,NC 28810

NCD
PAGE 1
May 3, 2000
Re: Authorization to Construct
FRESH FOODS INC
HICKORY, CITY OF
CATAWBA County 0118010
. Dear Applicant:
This letter is to confirm that a complete Engineer's Report and a Water system Management Plan have been
received, and that engineering plane and specifications have been approved by the Department for FRESH
FOODS INC, DEH Serial No. 0000413.
The Authorization to Construct is valid for 24 months from the date of this letter. Authorization to Construct
may be extended If the Rules Governing Public Water Supplies and site conditions have not changed. The
Authorization to Construct and the engineering plans and specifications approval letter, shall be posted at the
primary entrance of the job site before and during construction.
• Approval must be secured from the Department before any construction or installation If.
Deviation from the approved engineering plans and specifications is necessary; or
There are changes in site conditions affecting capacity, hydraulic conditions, operating units, the
function of water treatment processes, the quality of water to be delivered, or conditions Imposed by
the Department In any approval letters.
Upon completion of the construction or modification and in accordance with Rule .0303, the applicant shall
submit a certification statement signed and sealed by a registered professional engineer stating that construction
was completed in accordance with approved engineering plans and specifications, Including any provisions
stipulated In the Department's engineering plan and specification approval letter. Prior to Final Approval, the
appplleant shall submit a signed certlfloation stating that the requirements In. I6A NCAC 180 .0$07 (d) and (s) have
been satisfied and if applicable, a completed application for an Operating Permit and fee. Once the cartiflcatlon
statements and operating permit application and fee, if applicable, are received and determined adeq iate,the or
Department will grant Final Approval in accordance with Rule .0309 (a). Therefore, no construction,
expansion of a water system shall be placed into service until Final Approval has been Issued by the Department.
if we can be of further assistance, please call [phone].
Sincerely,
9
Jessica (.Miles, P.E., Chief
Public Water Supply Section
JGM;SMC
cc: BRITT SETZER, Regional Engineer
Charles H Davis Jr Pe
1634 Moll Service Center. Raisiph, North Carolina 27809-1834 A Telephone [phone]
Main Fax [phone] ? Compliance Branch Fax [phone]
FAX:
i I
?. S v AJ 4 ?? e..
iILE.No.2d6 05/28 '00 10:53 ID:
FAX: PAGE 1
a?
c
va
g OZ
n C U) m
Z 3a? a.
!D
cD eD O tD
N
P'f
PON.
go 0
cim
o
a ? 3c
g5 _ ? 10
VIOL
N y =0)
N = o0 3 a,
w o -n
W. z 0
Cho
S z o ...C!??
n -r, pi
?M
m O
?. C
? O
$
0
0
I
I
0
0
15

A-
owl NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
?72a
MOORESVILLE REGIONAL OFFICE
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
I J:,%IE3 B `HU'7T JR -
IG..QYERNOR ¢ May 8, 2000
BILL IiOLMA1V '`??
SEC FTARY Mr. Charles H. Davis, Jr., P.E.
Atlantic Plan Engineering Corporation
Post Office Box 1691
p. N? g Hickory, North Carolina 28603
r ' Dear Mr. Davis:
This office has received a revised soil erosion and sediment control plan
:'- submitted for the project listed below. G.S. 113A-54.1(a) requires that this office
approve or disapprove a submitted revised plan within 15 days of receipt of such plan.
Failure to act by this office within this time period shall be deemed approval of the
revised plan.
Commencement of a land-disturbing activity under the North Carolina
Sedimentation Pollution Control Act (G.S. 113A-50) prior to the approval of an erosion
and sediment control plan is a violation of the Act.
The approval of an erosion and sediment control plan is conditioned on the
applicant's compliance with federal and state water quality lows, regulations and rules.
.:, If you have any questions about such requirements, you are advised to contact the
?i
Division of Water Quality.
z
If you have any questions, please contact this office at [phone].
u
Sincerely,
Steve Allred
Asst. Regional Engineer
II
Date Received:" May 8, 2000
Location: 13th Avenue Drive Southeast Extension - Catawba County
Project Name: Cripple Creek Investments,. Inc.
Project ID: CATAW-2000-078
River Basin:. Catawba
- Submitted By: Atlantic Plan Engineering Corporation
' SEA/ae
1{ 919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
- - - °` - -'" '° AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER

16
¦
¦
¦
¦
State of North Carolina
Department of Environment
and Natural Resources i • •
¦ Division of Water Quality
James B. Hunt, Jr., Governor
? Bill Holman, Secretary
Kerr T. Stevens, Director
NCDENR
¦
¦
Certified Mail Return Receipt Re uq ested
Mayl2, 2000
Ms. DorothyB. Mauser
¦ 1963 15'hAvenue Place SE
Hickory, NC 28601
Cripple Creek Investments, LLC
¦ 3612°d Street, North West
Hickory, NC 28601
¦
¦ Re: Proposed Development
Fresh Foods, Inc.
¦ Catawba County
DWQ # 991425
Dear Ms. Mauser, Madams/Sirs.
¦ This Office is in receipt of correspondence dated April 25, 2000 sent on your behalf by Atlantic Plan
Engineering in response to a request of additional information by this Office dated April 10, 2000 sent to
Cripple Creek Investments. The above response to our request is ambiguous and difficult to follow. As
such, this Office maintains that insufficient evidence is present in our files to indicate that the perennial
¦ stream at the lower end of the property must be impacted or filled. Due to the nature of the above
correspondence from Atlantic Plan Engineering, I believe that a face to face meeting will be necessary in
order to resolve this issue. As such, I am requesting that you contact mein order to set up a meeting as soon
as possible. If we do not hear from you by May 31, 2000 or if sufficient evidence cannot be clearly
presented that the perennial stream must be impacted, this Office will recommend that the Director of the
Division of Water Quality deny your application to fill this stream.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place
this project on hold due to incomplete information.(15A NCAC 2H .0507(a)(4)).
¦ ere
¦
o . Dorney
W r Quality Certificatt Program
Attachment
cc: Mooresville DWQ Regional Office
Todd St. John
Central Files ;
Asheville Field Office of the US Army Corps of Engineers
Kevin Martin, Soil and Environmental Consultants
Charles Davis, Atlantic Plan Engineering
File
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

17
¦
¦
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOOR`SVILLE REGIONAL ORrica
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
May 16, 2000
Mr, L. Dent Miller. Owner
Fresh Foods, Inc.
Post Office Box 399
Claremont, North Carolina 28610
RE: LETTER OF APPROVAL
Project Name: Cripple Creek Investments, Inc.
Project ID: CATAW-2000-078
Location: 13th Avenue Drive Southeast Extension - Catawba County
Submitted By: Atlantic Plan Engineering Corporation
Date Received: May 8, 2000
New Submittal . Revision
River Basin: Catawba

Dear Mr. Miller:
This office has reviewed (lie subject erosion and sedimentation control plan.
We find the plan to be acceptable and hereby issue this Letter of Approval. The
enclosed Certificate of Approval must be posted at the job site. This plan approval
shall expire three (3) years following the date of approval, if no land-disturbing.
activity has been undertaken, as is required by Title 15A NCAC 413 .0029.
Title 15 NCAC 48.0018(a) requires that a copy of the approved erosion control
plan be 'on rile at the job site. Also, this letter gives the notice required by G.S. 1I3A-
61.1(a) of our right ol'periodie inspection to insure compliance with the approved
plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented,
requiring protection of existing natural resources and adjoining properties. If,
following the commencement of this project, the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control
Act of 1973 (North Carolina General Statute 113A-51 thru 66), this office may require
revisions to the plan and implementation of the revisions to insure compliance with
the Act.
1°1(z5T
T 7C1NJ
919 NORTH MAIN 4TRaNT, MOORtsVILL[, NORTH CAROLINA 78119
?Noms 704-A8a-1099 RAX 704.999.4104
AN `DUAL OPPORTUNITY / A91111I0MATIV[ ACTION CMPLOYtR - 00% ANCYCLRO/10% PORT-CONBUMWR PAPRP
- VHJ ! R T SR: bT 00. 09/q0 A77' ON '4'11
I
I
1
? gnu ?
Page Two
Acceptance and approval of this plan is conditioned upon your compliance
with federal and state water quality laws, regulations, and rules. In addition, local city
or county ordinances or rules may also apply to this land-disturbing activity. This
approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the
information provided in the Financial Responsibility Form which you have provided.
You are requested to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you notify this office of the
proposed starting date for this project.
Your covpuration is appreciated.
Sincerely,
WOUPWWWOPF
Steve Allred
Asst. Regional Engineer
cc: Atlantic Plan Engineering Corporation
Inspections Dept.
SEA/ac
. VHJ : rt 1 bP: t7T 00. OP/qO ).17;'* ON
?? 1 1

w
G
a-
a
Alt

¦

or wi
916 1 A
A
m
w
n a ?
,? a?•
H
0*0
all
Fo
or
eb A ? CL i? O ?
folk
y?? m o•
ur ; a
CAI!
gto.nq p 8
b
4? F
°
:40:6 01111.
A
7y
C?7
O
?o
a
0
c

c ?aN a XH-1 : R i 17P: 17T 00. OP/qn ).177' ON "T11-4
Oral 9,, /fur
C: 01 )o

?iDmmGrci?1 ??s?

17 33 rae-day, o/o?
yak - 3-RA - Ma
Toy- 8,? 3 _ 6- 7 ?(Z
'<Oxl280 pixels
Sub' et: DWQ 991425 Crpple Creek Investments, C a
D : Mon, 08 May 2000 10:15:37 -0400
From: r Colwell <Peter.Co ncmail.net>
Organization: NC D - ooresville Regional Office
To: John Dorney <[e-mail]>
CC: Michael Parker <[e-mail]>
John,
I finally got email back and I had over 900 unread messages. It seems
once you are on the system you stay there. The server has been holding
emails for me since I left. Scary huh!
You sent this project (DWQ 991425, Cripple Creek Invest., Dent Miller/
Mauser Property) along I-40 near Hickory for additional comment. I made
a sight visit last week and found that most of the sight had been
cleared, grubbed, and being filled (see photos). They put a sediment
basin at the bottom of the slope in the intermittent stream and just
above the perennial stream. They have left the perrenial stream alone
but have the pipes on site to bury it as soon as they get permssion.
The perennial stream is "dead". Other than the ferous bacteria, I could
find no aquatic lfe in it. It is burried under the 13th Street for what
appears to be its entire length. Maybe a good stream restoration site,
ha ha. Anyway, Mike Parker sent up a RO report after he had talked to
Chuck Davis. Davis told Mike that he would reduce the impacts down to
less than 150 ft and be done with the process. So you should be
receiving a new plan from him soon.
I will be in Raleigh thsi Wed for disorientation and will try to stop by
late morning for a visit. Doing anything for lunch?
Pete
Pete Colwell - [e-mail]
%TITLE%
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
5/9/00 7:54
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
NCDENR
Certified Mail Return Recei t Re tested
Ms. Dorothy B. Mauser
1963 15th Avenue Place SE
Hickory, NC 28601
May12, 2000
Cripple Creek Investments, LLC
361 2nd Street, North West
Hickory, NC 28601
Dear Ms. Mauser, Madams/Sirs:
Re: Proposed Development
Fresh Foods, Inc.
Catawba County
DWQ # 991425
This Office is in receipt of correspondence dated Apri125, 2000 sent on your behalf by Atlantic Plan
Engineering in response to a request of additional information by this Office dated April 10, 2000 sent to
Cripple Creek Investments. The above response to our request is ambiguous and difficult to follow. As
such, this Office maintains that insufficient evidence is present in our files to indicate that the perennial
stream at the lower end of the property must be impacted or filled. Due to the nature of the above
correspondence from Atlantic Plan Engineering, I believe that a face to face meeting will be necessary in
order to resolve this issue. As such, I am requesting that you contact me in order to set up a meeting as soon
as possible. If we do not hear from you by May 31, 2000 or if sufficient evidence cannot be clearly
presented that the perennial stream must be impacted, this Office will recommend that the Director of the
Division of Water Quality deny your application to fill this stream.
I can be reached at 919-733-1786 if you have any questions. Until this information is received, I will place
this project on hold due to incomplete information (15A NCAC 2H.0507(a)(4)).
1
oh . Dorney
Attachment Wat r Quality Certifiea ion Program
cc: Mooresville DWQ Regional Office
Todd St. John
Central Files
Asheville Field Office of the US Army Corps of Engineers
Kevin Martin, Soil and Environmental Consultants
Charles Davis, Atlantic Plan Engineering
File
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
t'
e ?'7 T A T Y`dY T
FE V.IX3. T T4 ,A Y7TiC? Tn PT-3 ?T}'7
MAY
.lLdl 9 °wY_LL1 9SDERLL1 7 G 9_'Y A LSL 91 9A1 9 S.3 4.J '9..a?'A 9 S X t JLL 9 3 JJ .. ???,-rr}} Vjj-' 7 ffd-+'Al'dhffl All" 'i Cpd"V 7Pfd4? T nR'd
?3.89vxiFYt.2, «u .E???ie?.?-aD9.1 .ac- dATL> ctir1anAcorminc.eorn
April 25, 20U0
NC-DENR
.UIVIS14.'rn Cu YVULUC VllMLy
Attn. John F` Forney
Wetlands/4.01 Unit
1621 Mail Sexvice Center
Raleieta, NC 27669-1621
Re: Re aly to 'plater Ouality in answer to their Aural 1011" letter on the Fresh roods or
:ripple C-ree'r uvestment's prc9ect
the CAN, of 11i+ckorv directed that the maior street 13r'h

,
- Ave. Extension S.E., be extended
1f_f i_ T AA tf__ 1 .?..__.__ .i:_i_ 1__
i_11 7 An 3_.. 9 1? _.__•_._.
Pinal.U:1 L,ry 1-'1 V, ule pet 1W 3LI dlli YV?SICi1 al"+.t SLllllyLb'? 1-°tV 1s tl3141Ci 13 Ave. r-ueZIzioil
for much of its length 4820 ft., the present extension is minimal; however, it does em.-I.-S.-
t},n r1Unninrl_y lei th** Oro a-m n.n fin g,C#g1- f sidQ +n-FT-40
q'1
r
f
A A
1 -
-
-
111E X11CIL Uesl t e1-.Lended the 3Uje-Gl as Sd1l-ectl'il YVSLU We ?Carennid3 stream ibA1uft1 il'-
rr 77iv 1?4PMi
?' :v uPyP?£'ir f7 ?•yY YIYyVAfaP l?P?'PYI.'??y
4'1
'? '

•
°
?
-.411
h
hi
h i
f
h
t
t
e streets storm water, w
c
s a part o
t
e projec
- So the street was moved over
pal ll from the stream and the gripe remained in place below me roadway and the
detention basins were placed at the lom'St point.

Detention was initiahy desimed I -Phili fi-om the
stt-eY: t for the remainder' of the project
g
7i:t as s`kl above this 1s not legal and it was albana.?oned.
We are now belag asked to Mace the detention above.the street leaving some of the street
or its conSLractiOn without detention; or to place the detention next to the stream with a
WWI 63 }'RG f1.V ilYG 1G 3LiGalA1 X3143 the iu may-ra.y a1: A7 YdG l-11 ulu ?S LG I.fiiVlt. 11G. 1.ll UV1G11.L With
this is th&f the disalig-nment of the majorr connector Is unacceptable. Something has to
give.
4

It is belie ;rar1 that pip ink, the stream of¢rs the least em L'on enta..l dan:wgP. A. relatively
short section of stream south of the Interstate is last: but the maiori v of this stream has
already been piped under 13`h Ave. Extension S.F. This approach off rs detention to all
the remaining construction while popridi a reasonable alignment to the City of
T-Tic_.krrrv's' Ma nr E;tree? ThiN will help rmAce. q sanfk-. strekit fhr_r_g rrr?ter. ing lifo. and limh
of users.
Ass if nio;u is, the perennii l stream is in this locafion, a storm sewer and solid :ate
disposal area. It is not visible, catches debris from the Interstate, it is not maintained; and
it can i be.

YO)
sw';11?
0 ..
Each stony; occurrence washes the deebris downstream and contributes to f xther polo a ion
of the downstream water". if built at the lowest point the detention basin will trap this
debris which will be removed and properly disposed of during maintenance and regular
?i?•••••••f, w ...Uuiau.au aaa tuus,u%su.
For the total public good the installation of the pipe is to be preferred: To provide
u ucuuvu fW :311 coreh-action, reasomauie major 3eet aligame-Ut JLI a safe ii,WU's ruiiatiuu
facilitE a clearer and maintainable ravine area which will result in cleaner downstream
wafer. It being understood thatya manor coi1triblition will be made for stream mitigation
as a result 4z this pI- in As you lrnow we have. to got mulfiiple Tptovals, teat. take mo?tbus, pa t_-uh-Wly when the
r--
Federal Goveimment is involved, as is the case with a Interstate, and all agencies have
agreed
Sent Jd that tile design piped st eater and detention is a reasonable -rp-r-oach in this case. You
steam oir and data first
V 4 L1 L•
Please, as aresult of the time involved in your considerations, you are one of the last, we
.Mel that we cave the be3L sol''uou and the de°veb pers are vall:iug and ready to pay ulc
mitigation ands, give consideration to approving this project as designed.
Please, see the base map with topography that is sent with this. Selected cross-sections
have been prepared, located on this base map. From this it can b seen the difficulty of
building a retaining wall or embankment to retain the roadway or the detention whichever
v,ray it is attempted, above the stream.
Than iA g you for - Alr cowiderauou lu thous ni`?attL; I ALn;affil.
'ST,..... S 7 ..,1., 1
. LlrS v ar y t uiy,
?aAiLS Y Lavls, OA ., P_L.
NC 2903
lalgineer in Charge ofProject
1 Ibbah'-
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
moos
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 10, 2000
DWQ Project # 991425
Catawba County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Cripple Creek Investments, LLC
361 2nd Street, North West
Hickory, NC 28601
Dear Sirs:
I The Division of Water Quality has reviewed your plans for the discharge of fill material into 275
linear feet of streams and unreported length of intermittent stream located at 19th and I-40 in Catawba
County for road extension and related development as described in your application dated February 25,
2000. 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, 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 development without impacting the perennial stream? We
believe that a pond could be constructed outside of the channel utilizing a retaining wall. 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 we are
not certain whether the NC Wetland restoration Program is willing to accept payment for this mitigation.
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and to the Mr. Mike Parker, Mooresville Regional Office at [phone]. If we do not hear from you
in three 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 919-733-9646 if you have any questions.
Sincerely,
O-V
J n R. orney
cc: Mooresille DWQ Regional Office
Asheville Field Office Corps of Engineers
Kevin Martin; Soil & Environmental Consultants
Charles Davis; Atlantic Plan Engineering
Ron Ferrell, WRP
Central Files
File Copy
Wetlands/401 Unit1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone]FAX n 733-9959
An Equal Opportunity Affirmative Action Employer
50% recycled/ 10% e.)ost caesuffier paper
?mNA? 'I,6/6N
?Gt ?igslr'c?.? ?iit/f???
/Vo rnie+?Ht MS?ow
?drsfro? a ?¢/arkJ.y,.c.Qp /?
lOca/:sa .wPN.B .n n?.,?
-,--.r ofecoa,w..0 - atal
WQ C'll? ?55ri? /1 Oy}
'W - TOW
tote

Soil & Environmental Consultants, Inc.
244 West Millbrook Road • Raleigh, North Carolina 27609 • Phone: [phone] • Fax: [phone]
Web Page: www.SandEC.com
MEMORANDUM
TO: John Dorney
FROM: Kevin Martin
RE: Your 2/14/00 letter (copy attached) concerning DWQ #991425
Catawba County, NC
Please find enclosed a response to your request from the project engineer
(Charles Davis, PE). He is including an explanation of the need for the
impacts and the storm water pond design. Charles Schwartz of the DWQ
Mooresville Office previously visited the site to determine stream
significant. Our original application reflects his findings.
If this does not adequately address your concerns or if you require a
further explanation contact Mr. Davis with Engineering/ Plan questions
or me with other questions. Thank you for your prompt attention to this
matter.
Note: We believe the wetland delineat.
attached) adequately shows the

sly submitted (copy
on site.
wctl;uul I )rlni: iu n'I'rrIII itting/Mitigation Soil/Site l valuatiems oil-Site Septic Systems Environmental Assessments/Audits
I,nsin and Watershed BLI(Icr livaluations Groundwater Hydrology lindangered Species
North Collcgc Avcnuc Nckvto n, N(' 286tiX Phone- (X'X) 'U,(, "14(14 fax' (QX) 466 1400
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Ms. Dorothy Mauser
1963 15"' Ave. Place SE
Hickory, NC 28601
Dear Ms. Mauser:
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 4, 2000
DWQ#: 991425
Catawba County
On December 29, 1999 the Division of Water Quality (DWQ) was notified by
receipt of your application regarding your plan to fill wetlands for the purpose of
developing the Dent-Miller-Mauser property. Approval from DWQ is required to disturb
these wetlands. In particular as described in 15A NCAC 2B .0502, we will* require you to
locate all streams and ponds on the property with a site plan for the development which
clearly shows wetlands and streams to be filled must be provided. Please show these on a.
site map of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 21-1.0500
Please call me at 919-733-9646 if you have any questions or would require copies
of our rules or procedural materials.
n*Romey
Cc: Mooresville, DWQ Regional Office
Wilmington Corps of Engineers
File copy
Central files
Kevin Martin; Soil and Environmental Consultants
991425.hld
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post consumer paper

s/3 /oo

O
411M
djv? oveta 4xw Aror
1-
.1 . '
bNI70Nb'J NINON ~f NOXJII!
r~~r»•~tiruu~»~,rieldjle Irecc~_a I _ , , _ 60 LZ~' (~ZBI ~,Y h I Z9Z LZ~' (8Z81 '3~ ~ - ,Z~' (8281 ~3NOl td
J77 ~1.N311i:1.S3~NI JI~~IJ37ddINJ t-'.~4 ~'09FZ J ~ :{N0,
I69I XOh 1691 XOA '0 d - ~,N
~:~r~~ad 3~ H o u alaau u u S g ai u~ ma i rs-s i t ~ 31v0 ~t UB - _ - - -
- - - - - _ _ r aH~ n • oo s t 'oo ~ t 'oo et-~ oo-~a-~ oa u 1 66-8t-Zt SNO~S~A3d xe 03 oaddv g~ ~a N,~,
?~',4' \
\ - _ ~ ~ 08S-1 H89t :ddw Xyl 8Zl-f tk li6Ll tp~, r33U - LbiO-OL-~i -Zl I
y v ~ b ~ ~ LS-l-H891 d'dW X - L~ Nd n ~ yl - S6L O~~I~OBI-E[~ U33~J - Z6LS-09--61-Z1L~' ~Nld
X91 ~1~.~, 'r. \ I b`rZ-9-H06 dew Xyl - ;~~-Sir t t I fj ~ I 01337 lL~1-09-61-Z1L~ Nld
~ I M ~:r r ,p I 4'Z-9-H06 db'(N Xdl - 98-SLb 0330 - 0~'St-09-6t-~lL ~NI ~ I I C d
~ b`r ~ :sr. ~ e SajtPy,~ ~ I ~b I
_ _ I c~~ ~Jbu~ ~ ~~0. D
~p~r .r S 'y \ ~ ~ . z C~
~ fir r~ BZ l l f t U33U NI 0381bJS3U bO t- l ~fl O~ B 1 d l 101 Sy 113M S'd '98-SLb o33U 30 a30NIyW
- ~ ~ n ~ I -3d 3H1 ONt' 'S6L-0l' l ~
e t ~ ~ I ~ ~ 0337 Z~L SZIt a33a C ~ '6Lt-LOb 0330'+lRl-6 n ~ 1 ~ L4' 033 ~ 30 11`d ON138
4 / / \ ` \ ~ ~ ~ 6~ I z o ~ ~ ~
,r,~ . 0 I - ~ ~ ) ~ NJ
Z z ~ ~ r
~ / - ~r ~ ~ r~ ~ ~~r ~ ~ 1 h 1_ 1 ~ ~ ~ 9c
~ ~ ~ ~ I ao ~~o t nNl 1901 d01
~ . `,~,``I b~ ~~o t nNl
~ ~ / I 1 `p._ bb BSOI d01 I
~
~ ~ O~dbW ~ ~ ~ ~
~ p
~ 1 ~ ~ . ~ \ I ~ _ _ _ ~ ~
~ ~ ~ l b ~NI~ \ Mn
_ ~ ~ \ - ~ 1 Ir _~.p I
0- \ ~
- ~ . . ~ ~ ~ l '0.
~ ~ ' , r=x ~ S ~ ` ~ ~ 1 ~ ~ ~
I ~ ~ ~ - i ~ Qj ~ ~ ~ - ~ - \ ~ S' nb~: 1N
~ ~ ~ / ~ ~ I ~ p / ~ ~ ~ ~ b a dor v ~
r,~ ~ ~ ~~61. l ~ ~ ~ ~ - ~ . ~~N Nr -
3S -
, dc~- 3w1d 3nN3~,~ Hls I . 0 _ ~ I J -
~ / ~ ~
~ / d v .
~ ~ ~ _ ~ ~
~~.r~= ~ i ~ ~ ~ ~ , ~ _ ~ _
~ I F~ , ~ I a ~ S _ _ 3~a
.;.y / / Sg I . ~ ~ ~b~
-a / ~ ~ ~ ~ ~ ` I ~ ~ ~ (A C ~
~ / ,
, . f ~ 65' I l O l ~ ~ ~ I~ ~ ~ ,o ~ ~0~1'V ~ ~ ~ ~ . a
~ ~ b bg'~ZOI ,~j S o~ ~ ~ ~ r
o ~r I 1/~~ , ~ g o~ Ar ~ ~ y i! ~ ~(n \ ` \ ~ y
~ ~ , ,o ~ /Jb ~ _ r . - ~ 1 -ILIdOHlny 1N3wd i~r~~ ~ o R,
ri,k. . , . ` ~ r I ~ d; , ~ I
.;.~u: ~ ~ J ~ 1 ~ I~ ~ u ~
~ ~ _ ~ , g l 60.0 l nN~ ~ ~ 1 _ 1
c l~Qt d01 ~ ,
- I ; n., I ,
, i I \ ~ ~ 1
o ~ ; ' ~ ~ C~, t ^,~~_t ~ ~ ~ ~ ~ ! ! , - ~ , 7i
~ 11 ~o , o I , -~g ~ ~ i
~ ll'Oldl7Wf~ . ~ ~Q l '~,~Ol- ~ - -
, ter.: tip; 1 j ~ , • ~ '
~ _ 1..~ I 6 i
~ ~ ~
' 'D~, Xb ~ > ~ r~ ~ ~ ,1 ~ " -+t~ ~ a~'1
X b ~ ~ \ ~
% ` i dpi, 8 6 ~ ! - I .p~
0 l ~ 1 . ~ S b , ~ ~ I . fi ~ ' ~ ~ ` ~ /
; b I t - ~ 9Z0 I y .
Xb ~ i ~ _ ~ d ~ o
~ / x ~ _ ~ ~ ! r
~ / _ _
g L ~ ~ ~ V _ r~ti I ~ l'
~ ~ ~l~OiN00 JIHdb'b9pd01 ONI I 1S X3
~r i ~pL ~ 3N1~ a31b'M ONIlSIX3 0 ~ uI~GHlne 1N3ivd013n30
b i ! I WSI~n01 ~3npNn;;_, 3dld 30dN~baO ONIl51X3 - - - - -
66 RN ~ , 6 I ~ / ~ a~1.~ 01 H /
/ ~ 66 d01 1 ~ ~ r,. - 1 ! 1 ~ + ~ ' ' - , r NiSyB HO1V0 `)NIISIX3 i ~ t ~ I
- ~ ~ i ~ l IS N - Q~ +~3M3S Aav11NeS ONIlSIX3 Q ~'V
_ ~ ~ Xq8 X08 ~ - - ~~fj
~ - I - 3~ ; _ I ~ ! 3NIl b31tlM 43SOdOtld -ui Iii
~iD ~ 8 ON31X3 31d1Sa 1N1 ,t I ~ ~ ~ ~ ~°~l~o' A 3d d s~ \ l NI ~ ~ ' ~ ; ; w F a3M3S ~ab'IiNV$ 03SCdObd ~ ~
~ ~ _ ~ i ~ ~ w0~ ~ ' Z ' ~ d01 o 0~ ~
I 1 YV ~ ~ I I 3did 3^VNIt+~14 03SOdOrJd x as ~ a ~ _ I I J
b _ i ~ _ I ~~1N X08 N011?^~nr / NIMB NOidO 03S~~d0ad J ~ ~N Cam]
' b N ~ ~ , 000 - *,1 \ - - I , ; I 0113/~P - I 0~ 1~~ 3~b'MS Nr,i nl ~
b r o~ ss. ~ _ _ 1.~{N s~3 a a3s~doad ~ ~0~;,;N ~
, i ~ ~ ~ y ' ~ti y ~ _ 3Ni1 34Vd`) 0 ~ 3SOd0ad
aN~~ay N~nl ~~eaodw3l • g I ~ ~ S~JV ,
r;'+ y - - I Nlh'a0 3dOlS 43SOd0ad YBF~/hi t
S'S66 d01 fib f~b~r?N - a~lddl$Si0 dVb-dl ~ ~ a 03S.d0ad ~
I ~~~009~ _ ~
t ~ ~ - I ~ 30N3~ hIS a3SOdOdd
~ a~ ~l ~ ~ J ~ ,lawn No,i;naisNO~ a35~~doad
IS N ,
t 3did 3dld ~ ~ ~ \ ~ ~ ~
`~L6- ~ o~'6C ~ - - Ob'b86 ~ ti' 0~\ 337
b"1' 3 „bb,9b,lL S bbl f `o r, ~ NddQ,~.H
. S'~56 ~N t flN111X3
' ~ ~ 3 „ZF,£5.60 N Zbl L , l t ~
3 Z£ ~S.bO N lbl 6 ANI ~ b ~ ' 6 ANI ~ ~ 9 X3 S'd 3dld +es 3Sn ~1 ~I N:~'rI1~173~d 3~1
3 Ob t £.OL S bl ZS AI ~ 1 ~ 8 01 JNIlSIX3 l,?Ud b"1 Qiti b ~.tiOLI t-JD7 ~1`~1071,~?A
- J Sy 31dd0 131N1
Idl N I dd d MSS b3 ~ S ~ ~ ~ ~ r 3du ~w`a, 3Sn t 1
H i ~ M „~b,OZ.69 N b£l ti11M ~0 i I l~y~ l~ d01 ~ rp~ b tb6 ~ - y t~ ~ ~ l 06'9b6 nNl
_ 't _ _ 0 b 6 ~9 ,d01 ~
8!8 M „ZS,Zt,C9 N Z£1 k0 4 c,°~ 6 9 ~NI 8 VI W ONIISIX3
- B6 d41 ~ M „0£,90.[9 N l£1 I v'~-- ,l 1
~ M „9Z,£O~L9 N 0£1 - ~
l , , M „9Z,4'b.S9 N 6Z1 - - ~ C ~ -
o~ M „9b,Z4~bt S 8Z1 ~ ~`I ~ l ' ,£'b 1 ~S,f S ~
W~ Nr P,_. lk~ i
3 „9b,60.9Z S LZl ,9 s 8r (--ddl v 3S c
I ' „ f,60 t S 9Zl Y0 O0~ 9 08 r
3 9 .Ct s s , Z 6Z1 ,s ~ . Ft
b 1 AVM
y - , 31VMS
ON11SIX3 ` .
N- Uzjji~ NI N -
~isW

k
r _
Y., •
woo'ou~utroo ue d ae rear-a
~ ~ i r i r~so ~Z~ r~ZS~ ',t d~ ~ZSZ ~Z~ ~sZ~~ '.~n~oxd bN170~dJ H.l X10.11 OJ SAM bl NJ dO,~IJ1H q T
~'09~ Z ~(dOXJ1N ' ~ ~ I69I ,k'0~ 0 d ~OXJIx ~ i~3road I ,k'0~ 'o d
ON road oe-OZ-I i?ti0
'oN ~+s i~3road 3nvrl iHs $N01$In3a 4N0 ~aA 03n0add'd ~n ~ H~

' .r,
~D$Z' ~3d ~ , , _ p~iz-t ,
mar srndo~~' 3~ed~~
7 , ~ ' ~ ~
S1N 1 N
-
( _ ;:fit. ~
S~dM H109
D 0 ,9 ~ S2fb`8 SN
jC Sb31.b`1 OMl ~-.A
.21 i
t
I - ~
I I ~ i t I
~ 00SS6 'hNl I I
I i 00"SS6 ~ANI ~ I I I I
I I I 1311(10 i I I
dY'IG „ZL I I 031~0HJ I i 031~0~J1N0~ „8 Nd ~ I ~ I~ 1d ~Nlab~~, 3~S I
I ~ I I
I NISdB NOIlN~I~{J - ,o~ A drv..~c ~ 13~1nc~ I -'r
I I 1 ,6 : I n3~3 d~ m I o~,~oa1No~ i
I
I I y I I I I i
I I 14 I I
I I I I
I I I ~ ~ J -
I I
S~.vM H108 i 0D ..9®St+v9S,9 ~
i I Ij ~ ~ ~ i
Ob-I M/a 00'£96 ~0
I ,S ,g

X4 .aF~
4
i'r•
. ~ :w Jai a~UiJi t 7 ~;-00 196'000 (JaJi~+JUiJ~;;.O
~,.I x r., 1}-~° Z66'000- ~slo:+).7w^ron Puod Icy t1-~o 6Lt 000- (~aJa' a°uiJa;;~,~ -
on PUOd l0u'j ~?-oo 196'000- (710) awnlOA DuOd l0u'.i
1}-~o D00 000 (a6ots awnion puo low d ~ ''F%e . an Puod loved ; -oo : a6o s awno uo ow i~-~°'6Ll 000 (~Io~1 awnlon pu0,~ ~ou!i I 000000 ( I A P d I .j 1t-~° 000'000 ' a6o}s) awnl0p, pu0 loin ( d
;-JD au~n0 u01OOJ1i D0 ! ODOOOD IA .tI dltl loloa»d I01o1 11-00 000'000 ewnlo~ uo~lu~oo~ad Io}ol
. }1-~o SS9 £ZO ~ awnlo~ MoipnO IDtol MolpnO 10101 }}-00 080'£ZO ewnlo~ Mol;}n0 10)01 ?j-OD 000'000 awnlo~ uogoloaJid Io}ol - ~ _ ~ 11-~o Z6LSl0 ~ iwnhh~ MolgnO to}ol
t}-~o Sbo ZZO awnto~ MoUui toiol ~ MoUul to;ol })-~0 lO1 ZZ0 awnlo~ MoNul IOMl -
4L'8L = (sly) Molj 'load £86'0 = }U61~!y00~ ~DUO!10a s o Mo 6S S£ ~ ycad Lti4 0 ~ lua!:+y}aoO loucgoa + ~a~>D Z l • l£ nano sayow w pays~atDM ~o} slo}ol sa~oo Z t • t Sono Bayou! u! pays~alo ~o slo}o N-oo 8 t 0'000 awn~o~ puod !o!t!u~ + + }1-~° 656St0 awn~on "oUul 10201 ~ puod ~oiliul 1;-~0 810 000 ewnlo~ puod Ion}~u1 {
£ M 1 1 4~~ bSl'9 bSt'9 bOl'0 t9Z'9 L6CZ L6CZ Z9b'£ 09Z'9 }l-~0 Zt0000 iwrnon puod Ia)iul
_____________~D
ZlZ'0 000'0 000'0 l9Z'9 000'0 0£000 OS'bZ 000'0 000'0 000'0 09Z 9 0000 0£000 OS bZ bCZ 9L 6 St Z01 Z.£ ld l xoyy C9t'f lbl'£ 000'0 l9Z'9 OSO'0 00000 OO4Z fOb'Z fObZ 2100 0929 OS00 OD000 OObZ x OL Z lL 6 lS'B6 L9'90l Y1 86 l OL 8 0 b xo Z 6t [ PL lh
C£S'£ f£S'£ 000'0 t lZ'9 9S0'0 OffZO OS'£Z S69'Z S69'Z f 10'0 OlZ'9 9S0'0 0£f Z0 OS £Z 00 0 00 0 00 0 00 0 OO SZ 00:-------------------------------------- 0o Sa o0 0 00'0 00'0 00'0 00 5Z o 00 0
££S'f ££S't 000'0 SSt'9 9S0'0 00£10 OOfZ 989'Z 989'Z bt0'0 bS19 9500 00£ZO 00 £Z 000 t00 Of0 0£0 OSbZ ~,,'F - 09S'£ ffS'f 000'0 860'9 950'0 OfZZO OS'ZZ 9L9'Z 9L9'Z b t0 0 L60'9 950'0 0 £0 0 br 0 Lb'b L4 4 OO 4Z OS bl 00'0 t0 0 0£'0 6Z'0 OS'bZ 00 0 00 0 OO SL OO bZ C0 0 Cb'0 L£'4 C£'b 00 4Z 00'0 Z0 0 ZZ'0 l Z C~ OSYZ
668'f 9Z6'£ 0000 Zb0 9 £90'0 OOZZO OO ZZ £Zc0 Os ZZ b0 0 Bb 0 66 b 66 b OS'iZ 40'0 8b 0 L8Y L8'b OS'fZ ZO'0 lC 0 c ~ C L l t 00 4Z
" ~ 6 f tl0 OS'lZ Z96 Z Z96 Z S l0 0 1409 £90'0 OOZZO 00 Z~ OS iZ - 09S'f f£S'£ 000'0 L6S 950'0 0 9S9'Z 9S9'Z 410'0 8C6'S 9S0'0 0£lZO OS lZ b0~0 6?0 66'4 66'4 00'£Z 916'1 916'£ 000'0 £Z6'S £90'0 00tZ0 00'lZ 6£6'Z 6f6'Z 9100 ZZ6'S £90'0 OOlZO OOIZ 40'0 640 COS £OS OS'ZZ 00'fZ 40'0 84 0 L8'4 L9'4 00 fZ t0 0 4C'0 tS C ~S t OS CZ
9Z6'f 9Z6'£ 0000 098'S £90'0 0£OZO OS~OZ LZ6'Z LZ6'Z 9t0~0 6S8'S 9 ' b0~0 bSO l5 S ~ tS'S 00'ZZ OS'ZZ 40'0 B4'0 16'4 t6 4 OS'ZZ C0 0 4C 0 t5 C fS t 00'£L 00'ZZ 40 0 ZS'0 8£'S 9C'S OO ZZ C00 SC 0 9S C 9S C OS ZZ
'''r ZS6'£ SZ6'£ 000'0 86L'S £90'0 OOOZO 00'OZ £ 0 0 0£Oc0 OS OZ bp~p 6b 0 £ S bl6 Z bl6 Z 9100 L6L S £90'0 OOOZO 00 Oc 0 £0 S OS I Z Sbf'b Blf'b 000'0 S£L'S 690'0 0£610 OS'6l 061'£ 061'£ 810'0 b 400 bS'0 bS'S bS'S 00'lZ OS' I Z 40'0 Bb'0 16'4 l 6'4 OS' l Z CO'0 8t 0 06 f 06 C 00'LZ
`f' " 189'4 OlL'b 000'0 999'S SLO'0 00610 00'61 £L S 69U 0 0£610 OS 6t 40.0 0 Z9b'£ Z9b'£ OZO'0 S99'S SLO'0 00610 00'61 b5 4S S bS S OS'OZ 00'lZ 400 fS0 l4'S l4S OOIZ C00 SCO 9SC 9SC OS lZ OS'OZ b0'0 fS'0 b• C0 0 BC 0 t6 C t6 t OO lZ l S l4 S OS'OZ f0'0 8C 0 C6 C t6't
' bb£'b 9i£'4 000'0 l6S'S 690'0 0£810 OS'9l 9Sl'f 9Sl'£ 610'0 O6S'S 690'0 0£91D OS~BI 40'0 tS'0 SS'S 8S S OOOZ OO Ol 40'0 CS'0 S4'S St S OO OZ OS'OZ
L£L'b OICb 000'0 ZZS'S SLO'0 00810 00'81 bZb'f bZb~£ lZ0'0 lZS'S SLO'0 00810 00'91 800 09'0 419 bt9 OS 6t fOt'4 £Ot'S 000'0 Lbb'S 1800 OfLtO OS'u 989'£ 989'£ £ZO'0 9b4~S t80'G 0£Lt0 OS'LI SO'0 890 Z99 Z99 0061 OS 6 t S0 0 8S'0 66'S 66'S OS 6l C0 0 6t 0 56 £ S6 4 OO OZ 00 6l S0 0 C9'0 94'9 94'9 00 6l f0 0 14 0 b£ b bC'b OS 61
6Z l'S fO l'S 000'0 99£'S 180'0 OOL l0 00'L t t99'f 199 £ £ZO'0 S9£'S 190'0 DOL t0 00Z l SO'0 09'0 b l ~9 b l'9 OS'B t OS'Bt S0 4 8S'0 66'S 66'S OS 8l 40 0 9b 0 89 b 89 b 00 6t
S6b'S S6b S 000'0 b8Z'S 880'0 0£910 OS~9t Sl6'f St6 £ SZO'0 £8Z'S 890'0 0£910 OS 9l SO'0 S9 0 69'9 69'9 0081 9bS'S S64'S 000'0 L6l'S 890'0 00910 00'91 S9B'f 888 £ 9Z0'0 961'8 880'D 00910 0091 90.0 OC 0 t Z'L l Z L OS L t 0081 SO'0 b9'0 fS'9 CS'9 00'81 £0 0 Zb 0 bF b rC b OS 81 OS Lt SO'0 69'0 40'L 40'L OS Ll b0 0 9b 0 bCb bL b 00 8t
091'9 08Z'9 000'0 60l'S OOt'0 0£St0 OS'St ZOb~b ZOb b 0£0'0 SQt'S OOl'0 0£810 OS Sl 90'0 lC'0 SZ'L SZ L OO Lt OO Lt 90'0 69'0 LO'L LO'L 00'Ll b0 0 05'0 Ot'S Ol 5 OS L l
. 90£'9 08Z'9 000'0 600'8 OOt'0 OOSlO 00'St 09f'f 09 'b l 90'0 9L'0 9L L 9L'L OS 9t £ £00 8005 OOlO OOStO 00'81 SZL'9 ZL9'9 000'0 606'4 901'0 0£410 OS'bl S9S'b S8S'b ff0'0 806'4 9010 0£b l0 OS'bl 90'0 9L'0 b9C b8'L 0091 OS 9 t 90'0 bL 0 8S'L 8S'L OS 9t b0'0 OS 0 t l 5 C l 5 00'L l
' " OtS'L L4b'L 000'0 Z09'b 6l t'0 OOb l0 00'41 b90S b90'S 8£0'0 t 08 b 6l t 0 OO410 OO~b t C0 0 [8'0 L9~8 L8 8 OS S t 00 9t 90'0 SL'0 S9'L S9'L 00'91 40'0 bS 0 05 5 05 5 OS'9l OS S l L0 0 48'0 99'8 99'8 OS'S l b0 0 bS 0 SS S 55 S 00'91
89Z'8 lbZ'9 000'0 £89'4 l£l'4 0£f t0 OS'fl OZS'S OZS'S f40'0 ZB9'4 t£t'0 0££10 OS~£t CO'0 L8'0 168 16'8 00'Sl 099'9. f£9'8 000'0 ZSS'b 8£1'0 OOflO OOYt f69'S f69'S Lb0'0 188'4 Bfl'0 00£10 OOft LO0 f60 OS~6 OS6 OS'bl 00'Sl LO'0 S8'0 OL'B OL'B 00'Sl S00 190 8Z9 8Z'9 OS'SI
r,fi BS t'6 SZO'6 000'0 414'4 bb t'0 0£Zl0 OS'Zl Lb8'S Lb8'S tS0'0 £lb'b bb l'0 0£Z l0 OSZt 600 901 6901 19'01 OObI OS'bl LO'0 06'0 8Z'6 LZ'6 OS bl SO'0 Z9 0 It 9 It 9 00'Sl OO bl 80'0 CO' l f4'Ol 9£'Ol 00'41 S00 99 0 tC9 tL 9 OS'4l
Ob0'tl L88'Ot 000'0 OLZ'b SL t'0 OOZlO 00'Zl L96'9 096'9 490'0 69Z'b SL l'0 OOZlO 00'ZI Ot 0 ZZ't £L I l 89 ll OS'£l Z90'Z l l LC l l 000'0 S60'b B8l'0 0£ t l0 OS' l l 69Z'L 69Z'L ZLO'D 460'4 8810 C~ t l0 OS t l t l 0 t f~ t L£ Z l £Z Z l 00'£ l OS'f l O l ~0 8l l Sb~ 1 1 Ob' l l OS C l 90 0 tC0 I S L l5 L 0041
' ~ 008'91 480'91 000'0 LO6'f CSZ'0 OOt t0 00'1 t 08S'6 098'6 bOt'D 9D6'£ LSZ'0 OOl l0 00"l t St 0 S9'l 99 bl 46'Zt OS Zl 00'fl tl'0 LZ'l 90'Zl 46'11 00'£1 90'0 180 LZ8 LZ8 05'fl OS Z l 41 0 9S' t SO'b l £9'Z l OS Z I L00 bB'0 99'8 99 B 00'C 1
184'0£ lL9'9Z 100'0 OS9'£ 914'0 0£010 OS'Ot 089'41 098'41 681'0 oS9'£ 9Zb'0 0£010 OS Ol Ob0 Sf'£ Z£ £Z o9'Si 00'Zl 00'Zl Lf0 blf LC'ZZ £Z'St OOZt L00 060 Ll6 916 OS'Z1
BfL 9L SSO'£8 £00'0 bZZ'f LZ£' l OOOlO OO Ol S6S'S£ S6S'S£ 09L 0 bZZ £ Llf't OOOlO 00'01 6B 0 Z9'S 40 l£ b0 L l OS t l l9L'8t ZSl'6t 100'0 L69't LO£'0 0£600 OOS'6 9S0'S 9S0'S 9ZZ'0 68'1 651 88'L ZZL£ 4CfZ 00'11 OS l l 98'0 OS S 89 Of 49'91 OS I t Z l 0 CC t OS Z t b0 t l 00'Z l 00'11 LS'l l8L CO'LC Ll'fZ OOII 6C0 CCC b1 CZ 90Zt 05'11
£6f'£l 889'£1 100'0 O6S t 6tZ'0 00600 000'6 L LO£ 0 0£600 OOS 6 91~Z 40'6 l ' b 0S'Ol 5l ~Z f0 6 Lb'Zb SO'Zb OS Ol 90' 1 5Z 9 L8 c,C 08'91 00' l l
409'6 9£L'6 100'0 ?L£'t LS l'0 0£900 OOS'8 L£9 c Lf9 Z LL l 0 O6S t 61 Z 0 00600 000.6 S f L0 £4 0S Ol ' tZ£' l ZZ£'l S£t'0 tL£' l 9S l 0 0£800 OOS 8 bC Z 9L"6 S 1 ZOt Z£ t l t OO Ol ZZL'L 9LL'L 1000 SIZI SZl'0 00800 0008 8990 989'0 4110 btZt SZlO 00900 0009 Zb'0 Sb't £9'£l 8S 9Z OS'6 OO Ol OLZ 116 lS'86 L9'801 00'01 l8' l 9C'8 6t 8C 84 OC OS Ol OS'6 Db'0 S£'C ZZ'CZ S6'SZ OS 6 86 t OL'8 OZ'6C bC'8L OO Ol
0£6'9 £86'9 100'0 690'1 £l l'0 OfLQO OOS'C tb£'0 lb£'0 LOl'0 680 t £l l 0 O~L00 OOS L ZZ'0 ZZ~Z 4l Bt L6'St 00 6 00 6 lZ 0 Sl'Z 08'Ll lS'8l 00'6 ZZ 0 6l'Z 86 Lt 8i'8l OS'6
8f l'9 Z6t'9 100'0 LL6'0 OOl'0 OOL00 OOO L LSZ'0 LSZ'0 9600 LL6'0 0010 00L00 OOO L f l'0 Lb't £b'£t Z9'£t OS 8 OOb'S ZOb'S 200'0 LLA'0 890'0 0£900 OOS 9 SZZ'0 SZZ'0 480'0 9C8'0 8800 OC900 OOS'9 60'0 Ol'l 06'01 96'01 009 tl'0 tb l 9l Ct 6C C1 00'6 OS 8 t l'0 Z4' l t t't l 6Z'f l OS 8 LO'0 b6 0
bS£'S ZS£'S Z00'0 6BL 0 880'0 00900 0009 SZZ'0 SZZ'0 480'0 68L'0 980'0 00900 0009 80'0 96'0 b8 6 48'.6 OS L 008 60'0 90'1 S9'Ot 69'01 00'B 09 6 l9 6 OS 8 OS L L0 0 r6'0 09'6 19'6 OS L 90'0 SC 0 Z[ c ^L L 00'8
9b6'ti bL6't Z00 0 lOL'0 180'0 0£800 OOS S 60Z'0 60Z'0 8C0'0 l OC'0 180 0 800 LO'0 S8 0 fL 8 £L 8 00~L 9£8'4 498'4 Z00'0 OZ9'0 SLO'0 OOS00 000'8 £61'0 l" , . D£ DOSS 90 0 S['0 69 00~L LO 0 £B 0 Z5 8 ZS'8 00'L SO'0 89'0 C6'9 ~ 6 9 0S'L
6blY lSl'b £00'0 SbS'0 690'0 0£400 OOS'b C6 0 ZL00 Oc,9 0 SLO'0 OOS00 000'8 L 69 L OS 9 CL l'0 LL t'0 990'0 SbS'0 690'0 Of400 OOS'b 900 bL'0 £9'L £9'L 009 0S'9 90'0 fC'0 OS'L OS'L OS'9 SO'0 09'0 bl'9 4t 9 00'L 00 9 90 0 f l'0 5b'L S4'L 00'9 *0'0 tS 0 Ob'S Ob S OS 9
Z80'b l l l'b £00'0 9L4'0 690'0 OOb00 000'4 LL t'0 LC l'0 90 0 69'0 LO C LO' Z89'f L89'£ 400'0 LOb 0 £90'0 Of £00 OOS f 99D 0 9L4 0 690'0 00400 OOO b C OS S OS'S SO'0 C9'0 68'9 68'9 OS'S 40'0 Z5'0 St'S 5C S 00'9
191'0 191'0 090'0 LOb'0 £90'0 0££00 OOS~f 500 f9 0 OS 9 OS'9 OO S Ol9'£ Ll9'£ 500'0 bb£'0 £90'0 00£00 000'£ 191'0 191'0 090'0 44£'0 £90'0 00£00 000'£ SO'0 85'0 965 96'S OSb OO S 50'0 Z9 0 bC'9 bC'9 OO S r0'0 8b 0 56 b 56 b OS~S 40'0 bb o bs b bS'b oo S os b 50'o cs~o t8'S le s oS'4 Co'o ob o 5t b
081'f £ lS'£ 000'0 Z8Z'0 £90'0 0£Z00 OOS Z 191'0 191'0 090'0 ZBZ 0 £90'0 0£Z00 0 ' S0 0 LS'0 68 S 68'S OO b OO t b0 0 9S'0 bL'S bL'S 00'4 5 t b OS b
' Loa•£ zzo'£ eoo'o stz'o 9so'o ootoo oooz sbt'o Sbt. b o sz boo z5'o bf's 4 ' ZLL'Z 66L'Z Z 10'0 £91'0 980'0 Of 100 OOS't 0 SO 0 6l Z 0 950'0 OOZ00 OOO Z £ S OS £ Sbl 0 Sbl'0 450'0 £91'0 950'0 0£100 OOS I 400 lS'0 LZ'S CZ'S 00'f OS'£ b0'0 tS'0 OZ'S OZ'S OS'f CO'0 Ob'0 Bn 4 80 b QO'b 00'f 40'0 OS'0 bl'S 4l S 00'£ CO'0 91'0 89'C 89 C OS'C
Sbf'Z Z6£'Z B 10'0 901'0 950'0 OO100 000' l b ' b0~0 0 ' S l0 SttO 480'0 90t'D 980'0 OOt00 000'1 SO flS ~lS OSt OS Z 40'0 64'0 66'b 00'S OSZ f0'0 5C 0 t9~C l9 C OO f
998'1 tOL'l £Z0~0 OSO'0 OSO'0 Of000 OOS 0 6Zl 0 6Zt'0 8400 OS0~0 400 bb 0 6b b 64'4 OO~Z OSO 0 0£000 OOS 0 £0'0 lb0 ZZb ZZ'b OSl OO~Z 10'0 £4'0 LC'b LC'b 00'Z f0'0 bC 0 8b'f 84'f OS Z
(tta) (s{o) (u!) (u!) (u!) I111HH (~u) (s}o) (sja) (u. ul ul W NH ~u £0'0 9£'0 S9Y 99'£ 00'1 OS'l 10'0 04'0 Ol'b Ol'4 OS't ZO'0 6Z'0 l0'f l0C QO'Z 00' 1 10'0 S£'0 b5'C SS't OO~ l ZO'0 LZ'0 LL'Z LL Z OS I
~ to tuotsu uol o~ I ul wo wD ~w~ awe ) O O W ( ) ~ 0 I .t ~L1 a O . a i 1 Moy}n0 ~uo~sul uogo~}~!}u~ ulob O u!o~ awll awl Z00 £Z'0 b£Z b£'Z OS0 OS 0 Z0 0 ZZ 0 LZ'Z 8l Z OS'0 X0'0 tZ'0 bt'Z 5C Z 00' l - 10'0 51'0 SS t 6S l OS'0
ydD~6o~P~H 9Sl SOS: ad~l yda6ap~(H yda6o~p~(H 484 SOS ad~l ydD~6ap+(H ~~!-~o) (11) (s}~) (s}~) ~~4) (~4) (}1-oD) (Sl0) (Sl0) (~4) }l-00 } s , s o
a6W01S a6DtS M01}}n0 M0~}U~ i6Ulj ( ) ~ L) { (a4) ~!1 a6oJO}S a6o}5 Moy}n0 ,MO1)u1 awil i6ao}S i6o;S Mod;}n Mo u awe
0 It I 1
'r Hdd 0a ,lH N - a0 0 1 3Wd0l3A30 1SOd ad3l Ol Hdl?Zl90ilOAH 1N304dO13A30-38d 6e3! 01 #413 W801S aV3A 001
MOIJ W801S VY3A OS M013 ?NNO1S NVIA of
zr1~t~
;y

,
.Y,~
`;~Y~~~,
o r~uiuur~~~ ~~r ~ ~RGI r-a ~ ~ ~ l Irt~ .~I ~u ~ ~ 1 h l l E60 ~ZF f _ fib, ~ , , , ~ , ~ e., ----^^~mtr"*rm7r 1~3 ad
V~ ~(~IO~I~111 v~?bJH.l~u~ OJ vB~~iV.l rb.1.1 dN~7 rc~. ~ .t c ~ z
• 4 • _ JHG ~n8 03noaddv GW X83 ,~~r_ NM1~d 00-b-' SNGISIn3h
3v+rN 1NS
~ ~ 1~3rOde
,,r
. ~.:1:~ d~~ Nb ld~ u . SIN
' . 9' d
~ ' f b''~~jS.7~~ l J z aNe l sNisde H~lv~ , xua Lxs
~ `i I " ' ~ ~ d3s~d x08
"~~~,~p, 3NO1S 03HSdM LSD =,nd d 13111 G „ZL
y;
• t ~
i` ' ~r.- '
I I ld (IJ -Lb l ~
a I I MOIL ~~.ti 3NOZ 3Jdd01S l~'i1J LSl'9S
1N3wIa3S _ I I - 0 ,L N33d~, I I
J _ J
MOI.~
d
l i
- ~
x ~ XZ ~ x8~ 9~x9~ b ~ ~L~XV L~ 995-n S09 SOb OZC ~'i8 ~l b ~(~b /~~b 8~ ~ f ~
1HJ13M 1HJ13+r` 'd3MV J .i 3 0 ~ 8 d ON , 3~(110(Id1S N~Sb'8 NOI1N31.34 3S(1
1x101 31V6`J N3d0 _____I__ ------1-_ tdv~ -
1N ~0 3d~11 3WdS 3Sf~ NIS`d9 HO1~0 ONIlSIX3 NI Sb' 31bd~ 13 I
;1N
'ttD l ,ti ,S .q s-er
OS OtOI OS
'966 ,8 ,9 .9 t-8r Of'£96 0~
S ,t c-er At'£S6 86'96 .0
I Ol ,8 Z-er 46'9t6 ~l'LS6 .0 S'1 N 5iN
£t'lt6 £6'fS6 ,S ll wO1Sp0 t-8f ~
,S .r Zl S.1 N S~1N
S'6tOl oS'zso l . SJNIN3d0 HS3Yr NI vit 3ndH 11VHS ONd NOllb'~~~~ W a~n . NIW 'do bt H101G 3ddMilavH 38 11VHS NS3 3
t .9 ,s .t ll N011~3S OZ'Q£Dl OZ 9~0
OC'SZOI Of'1C0~ ,9 ,S ,t Ol „ 3NO1S lOd1N00 iN3?~1035. NO1 aid 301ad 11Nn _ V,, lOdd1N00 3H1 ld a0d Olvd 38 11VHS QNV LS 'ON
Ofi OfOi ,9 = S i .r 6 OS"LZO t r d0 5 ON 38 11'dHS 3N015 10a1N00 1N3W1035
OS'SZOt OS'tfOt .9 ,S .t 9 ,r' ~310N
' t .Ab A 9 .9 L ~ _
ZO ZZOI OS ODD ,9 ,9 y - - - ,K j
6'066 06`866 .A " Jv ~ti
9 ,g .9 S .,Id6v~ d~. ~ ~ I 08'L86 06 S66 ~dM~3~ , y ~ _ - ~S N Ili tad \ ~ dpi a31dM
00' B 00'Z66 .8 ,9 •9 ~ ~ _ - ~ ~ ~ ~ ~d D'
'066 .S .t £ - , ~ '~Os~ ''t _ _ _ _ _r~ ~ 03b3111d ,9-,t 3NOlS 10a1N00 00000 - ~ ~ 00000°000 00000000000
00'986 00 ~ ~l~ 4 .f .t Z ' , ~ \ \ f ~ I o°o0 00 .r - - - - - Z 1N3W 03S 0e o
OS'086 OS'>•86 ~ ~ ~ l ~ \ °p o0 m. ,.9 ~ 00 0 _ o
OS'tB6 ,S ,f ~ , ~ DS'6L6 _c ,.Zl o 0
- . - - MOIL o '966 .t ,Z d l Z l~ d'dd did ~ ti L9'Z66 0 ~ .l 0 0 °o°
~ H101M ~ bM 31da0 1HJ13H H19N3 3NOlS 03HS L5# A3'13 y ON :,3i~dA a 00
30 d01 0 g °e° o ° 00 00 y o 0o V
Z r Qo 0 0000000000 oeoooouo Y ,Z
,5 ,l S1N
Hs3W 3aIM .r/1
,g
M~In gals 'STN
'STN
N1JN31
"9 6 "9 -
d NOIl~~S . ~ .S wSb „LZ „81 ,6Z ,09 v
0168b'~ b3111~ P9 llld wOf .9t „Zl ,Sl ,0£ v .
I OIH ~XdW '03W 3ZIS 3NO1S M 1 3d~d
:r i ~ _ Wa38 ~,1 ~
3N015 ~ I " ~ ,A-.~
I A'OM HOV3 I
I M01j
I I I
~ I I H19N3 I
0 I 'I
I 1 ~S~1 N
I I I STN
IJ
' ~ "S
S1N N'dld 03033N
t~-a ?Qbtl~ M~;13b ..dl Sd 3NOiS 1dN011tQdd H11M SS3a0 'l+adSS3J3N jl - N~~uda 3a of ~~cd HLQIM 'NIW ,tl
,l8 HLd30 NIW ,9 d0 H10N31 ,OOI Ol ,OS SI Oyd -
H~N3d1 (v10 ,Z/l-£ - „l/t-I) 8>bQ W1Sd 3ZIS 3NOlS -
M31n d01 - ,BI ,g 03env~x3 Ni 031df~8 38 Ol ~~dAa, a3111d
P / "S .S - _ _ - ONd 3JN3.~ jG WOll(-8
i -
r d - / , 7
~ • ~ _ - _1- . llh 13,^Vd:1 „y NAVY .'r
Y r-,- ...'-'?+;~y .ham MGIj ~ ,
. M013 d
r , ' 1. ';r
~ - _ ~ ~ ~ , _ r' ~ I . N3d0 ~ ~ .
HIoIM j. I. Sd3Na0~ ld ~ , - - 'ot~val NouonalsNOo ~a s3a11 Woa~ JNINOda.l anW
x 1N3A3?Jd Ol SY NOUIQN00 d NI 1SOd Q3NId1NIVW 39 Ol 51 3N01$
v
-7,74 d4i OIIOJ y S
1
HiON31
a .e

lti,r~, V r ~ m tuu~r~~ui~ruo~,trt~ d r, rr,~u-a ~ ~ ~ ~ ,
~ ~ V tV170N J H.I, ~0~ OJ b'8M dl ~'J NO,~IJIH 1 I 1 1 E, 60-1z~ ~~Z~~'1 a• d~ ! Z9Z- ~ LZ~ Z~l 3NUl A , z~~ ~3NOxd
~ ~'098c .(NOXJ x x ~ . Z . a Z~ Z ,3 : ~§N _ 16,91,E 08 C ~1~3~021d -""^~j''~ 16,91,E"08 '0 d
,n.. .
i ~3~Y~ae 1• ~ , 3nrN 1H5 - QN Mad i - l0 '31d4
SNOiSlA3?f ONJ ~A8 43n0edde ~ eJ ~^w '~8 NA11+a0
4 ! . a r~

~~l' Sl~ ~d N~1~ N~1d
w~~ - 8-8 NOI1~~S
d
~N~~Ir1ti
_ OI ,L „a 7~ 35'd8 1~~8~`1~~- 0 ~ , L ~ - ` u 0 I - c - ~ ..n ~
°8
1 I
..8
I
8 8
` \
'8fi ~,g ~ 06 9r.6 ~~NI ----1 ~ 88~~at~ ~,NI -
fi
'llndn 3a11N3 a30Nn 3~~d3ar,S ~~rvl Y J~3A d Sd 13ndb0 a0 aNdS 0310ddw00 13n3~ „9 ~0 wnwlNlw d 3n!'N O1 53X08 nl I Nn~ 1 M 0~
O1J ld 6
„~JNI 'S1JnOC~dd ~N~~~~ ~1b a. ~ -g~ Ol 313d~ aNll„ . 8 43~Jn1~,d.~nNt1W l ONd rJ3N01S30 38 Ol dw^ ~NIlSiX? d0 ON3 ld X08 NOIlONnr ~ M01~ dwl ,8
8 ~Sa31N30 NO „b-, l Sd31S HlIM `~NLlSIX3 dw ~ ,g
a3alnoad 38 11dNS Nld3o N~ „g-,~ a3n0 53X08 NOi Nnr ~1 ~ ~ dwJ ,R I~~SC~>~0?~d ,Ol .
1J d ~iJlaB ,ldlJ d0 N3i1 NI 03;n 3d !.dw S~~IJ018 313bJN ~ I c 03SOd0ad 0~ 010.. „b
ao ~JidB 3i3d~rvoJ ~1311iwd3d 111M 38 ~IJ~dB 08wn~ 9 ~ M'^~, ~
•8~f1S WU1108 dW~ ,8
3H1 ~0 NOIlUndlS~lO_i 3H1 a0a a3Sn 38 Ol d N 3a S ~a0d S JN11S~X3 ~
'~J31001 3nd~JNO~ 38 Ol 3ad S1N10~ a3SOdx3 11t+ Nti~?1~ j
~„t~,~ ~ 38 Ol 3ad S1N10~ ad a, w l , 1 0 ld ~ I
(0310N 3SIMa3N10 SS3lNn) 03Sn 38 Ol 313d9N0~_ „8„ SSb'10 7
l Q3d3~wdH~~ 39 Ol S~13Na0n '?N ~ S .3134. 0.. 03.OdX3 1ld l
Sd31S 310HN~W i
• ^ ~ ~1
..R
dW0 „9~ dW0 „9`;
03SOd~ad SOdObd 1S d01 0180--:05--='..
ONI '';1.1f1(l~~dd 313dON00 ~1dONl ~ 1
~'-9r wOd~ -gr w~J~~
MO~~ ~0~~
- - r~~l3wri~1 301SNI ,r
~&'R±.4 ~ Sd3Sid 31~>HNbw

r" H H
fi

„A- , 1 I i
<a 1 i
' U.. ~ _ V
d NOI1~3S
.S „8 Ol
8
8
y

06~9b6 nNi MOIL
Nbrld
dW0 9~ ~
b- ~ NOI1~~S a3S0 ~ ~ ~--fl~ 06 9b6 nNl d0ad
r
n;~.,, 8b'~S6 'nNl
r~~,; g ~ g dwJ „9~ _ dw~ ,e
43SOd0ad ' ` ONIlSIX3 ,Ol
,9
-8r of i
M01d 0 8~ 8t ~S5 nNl
d'" ~x3 - ON dWJ „9~ „9
43SOd0ad T` I
MO
. lain „b-, l
Sd31S 310HNb'W
d NISb'8 NO1d0 _
1SdJ-add ,S'SX,SX,~b ,S m bl ~ 0 .lain Nb-, ~ ~ ~ s ~s „Ol
d lH ,Ol d ~~1 315 3 0 Ndw ~0 Ni ONi R~
d31S 1s~ka
~3l H dw 0 N M~,
dl's ~SNI „8t~
sa3sla g „~,I~~,'N~1X3 N1Sd8 H d Ol ~ Sa3Sld 310HNdw I
• ~.;~~~3ad ~ f , X,SX,b (b)
9~~bS6 •nNl
a~:: 9
. JNIlSIX3----
• MOl.~
a3n0o ~ 3lOHNerv M ~ / d01 ldl.~

b,~ij.,;'~ y .
,
~r-: .i., -~w•.'; 83AOO V ONI8 31OHNdw 'IC -Z-/
°n.... 00 X86
_

. wn~~~uruua~ ue d e yew-a . ~ ~ . ~ 1 11 1. 1 E(~0-LZ~ (nZr,1 d.~ 1 ~~Z-! b':~!I70~1 d~ N.l ~lOn' ~'OJ dSM dl dJ ~IOX~IH ~'Q9~Z l~~z-%~~ ~~~~0 d
c t 91 .108 d or, ro ~ 00-L l - t0 '31Y4
, ....,,_..._...r_.r.....,,.._.~.„.
' pN 1N 173PObd 3rMVN 1HS S SNGI:;ir3a OHS ~8 03n0addv 83 OYI 1,A NMdNO
,,~ulr~~:ha,. :~4 r"~,
-

F ~ ~ ,
s n ~ s3~~~~i~
~ , Nt~ld
. i , y ~,,,~„~y~/~~ ~
',Y;~a~,,. ~1~ndn 3dIlN3 d30Nn 3Gbddns `jNidd38 d Sd 13ndd~ d sd 13~,dd0 ao aNds
031GddwoG 13n31 9 ~0 wnwlNlw v 3ndH Ol S3XO8 N01 1 S3XO8 Noll~Nnr~~b 's ~
~GNI 'S1Gn40ad 313aGN0a 11d4Nii J.8 b „ 3 ]N~l„ ~.8 o3anl~e~nNdw Q yypd~
11b'1~a N01103S ~1dM b01dJ~1 aNd a~N~ls~a ~e o1 dw~ ,8 `JNIISIX3 .~0 aN3 lb X08 ON3 ld X08 N01 ~Nfl(' ' C~Ii~313 Mp13 1~ 8 Pj
~S~31N3G NO „ti-, ~ NO „ti-, l Sd31S HlIM J S3X08 NOIl~N~I(' llb' L dWJ „Zi ~
~G 0 ,9 ~ ~ - . G3c]in0ad 38 1ldHS H1d3~7 NI „9-.~ a3n0 53X08 N01 i18 ~13aJNOS ~]I1GS „t ~73SGdOdd
S b8 5 ~ ~ - ~ ~0'0 bZ ~ ~:ila8 ,l~fl~ ~G N311 NI 43Si i 38 ><dw 5HJG18 313a~N0 - ~ SabB S~ ~ ~o ~>~GIbB 313dGN00 03i11wd3d S8 1lIM :~JI 38 1lIM :~JIdB ~JBW~fI~ '9 6 ~ ~
- d ~ - - 9- 9tf1S iN01108 ~
• - - ..w - 3H1 ~0 NOIlJnalSNOG 3H1 a0~ O~sil 38 Ol - jSn 3a of 387 Sw~o~ -
~a3~001 3ndGN00 38 01 3d'o S1N101' 43' b S1N101' a3SGdX3 l~'d '
. r----. r-. --r -r . „ti/l ~8 Gl 3bd S1NIGr d~ .,a ~ bd S1NIGf arldl~w 11d J ~ 0
l'0310N 3SIMd3H10 S53lNn) '03Sf1 38 G1 313aJNOJ
„l a3a3~wbHG 38 01 Sa~r~dOG ~13aJN00 03' 1 JN ~ X 7 d ~ . ~ ~ ,Ob' l l 3~ 00 03SCd 3 l l
C :c, ON 1d ~N ~
_~lU~ ~1 ,o ~ ,
„9 „9 ~ , I ~ . I ~ I I
313dON00 'IS~d 000 N31x3 MO~~ ~ ' X30 ~ ~ ~ i N11C,IX3 ~
0~0 „vZ 8d1S ~0 d01 ~ ~ ~ ~ ~ z-er w0a~
n08v 8t a3N31X3 311 dab S~dM H108 0'0 „9 3 ~ ®SadB S~ I ~ MOIj
Ol ~ I .
~ZaUH 0 0 ii ,99~Zt
~la~n o „9 ~
3bIM 'd~ l l 313aGNOG .I.S d 000 Z ii
~ ~ I ~w0 ,8
Z lain „v-, t ~ ~ ~ ~ 03SOd0ad
d31S 3~OHN`~1W ' i iJ `
~ i I / ~ ~ b> > ~ I ,
~ ` d
,J ~ ~
X~~~ ;,'Nli_IX~ \ ~
,S~~ l , ~ ,,9
3Ni~ d3M3S ~ ~ d1~7 l ONIlSIX3 \
d3noG „z S,~IdM H1o8 o~o u9 ~ s~>de s# \ s~, \
„b-, ~ ~ ~
~ \ , d
b g~ ~ ~ ~ ~~,y,
S1NIOi „q/ i ,L
NZIX„vX„q ~ •
HGIaB anon
~ ~

„ Z l ~Z
_
„i ~~-1~~7 ~.a,+n3S
w a ~ ~.N~~~~X~-, ~-'d NOI1~3S
dla w8r .
_
530'd~ H108 b3nG5
No11~3a1a H:w3 \ .~.0 9 ®save -J
i
~'6 orb ~^,N~
i
dw~
- I N 0 ~ NOI~~S 8 8 C 8-8 NO11~3S a3sodo~d
i
.s

~b ~ btu f~Nl
3did d3M3S
u I ~J u i ij l . JNIlSIX3
y ~ >.~~n~ i~ >.d3n7
X08 JNI1SIk X08 JNIlSIX3
~~~~b~ nNl
'~ZU~ dIMO wZL
a3SOdObd
CZ 6ti6 034N: C~ 6ti6 ~NI 034N31X3
. ,~-d~V~ „Z l ~1N11 INJ l ONIIS~X3
i
~„8b
S~3SId 31GNNbW
ld~n ~ d31S 310HNdW
,L0 8
OS'~96

..,yrS Ftl;~.. _
• f~ v
1~1lOHd 1~3road
~uo~'~~nuuo~ u~'~ ie ~e~u-a l~'GD-LZ~' 1~Z81 'X dd lZ9Z-LZ~ (8Z l ~d~1lONd ~ l 1 1 b b'J H.LdOti' OJ t'8hl b'.l bJ ~{d0~1J1H ~098Z Jh~ ,(dOXJIN OXJIN - ON road 60-~:I -l 31b0
N170H I69lXOgOd )g '0 d
~ ~ X77 SlN3W~lS~~NI ,K3,~N~ .77ddIdJ b'XCI) _ ou7 :~a o3noadd>~ ~n 'e3 .a NM~aa oo-e-z sNOlsln3a
~ _ 3v~dN 1HS
~;t,;;'ca;, i 13f'Oad Op
~i')~ a~a
;a~ ~ 4
~ ~ _ ~ ~ I r" - , 5 .C, ~ w~
nz~1~ t ~
~ ~ ill I t r \
~ : £'Ob~:~ ,~d w ' ~ i i Y"y, ~ ~ ~ ~

~ ~
"'"~~k ~ dw~ 09 \ t~ ~ . r. V ~ ~+t ~
~a~ ~ ` >r ~
~,r ~ - I

Y ~
~n~:\~ \ I ~ ~ ~ r
R.. \ a .!'r,"
x[[771 / Y O \ I `
I \ I\ I
- ~.P. ~Yr.~ -
S~ Y" t( I,' J ~y~p!'
i~ ~
0~ ~1,_) z ~ O Z ~ - ~
NJI~ ~ J~yM ~0 1
~ NIHlIM 1~1~ ~ ~
. , ~
ti~ ~~lON
~ ~ ar ~
~~wt ~ ~

~
_
~ ~ ~ ~ \ . ,
I dw0 ,09 i drv0 ,t«. / \
I i 1, ~r a`. Z-80 I , i ,
- ~ ' I ~ ~ ~ ~ ~ ~ , I ~
~;i \ _ ~ _
~ ~ i i ~ i ( ~1 ~ l . ~ _ , ~ , I ~ ~
t;"' l I ~ ~ . ~ ~
, , ~ ~ ' ~ 3an1~, a
I I ,
~ i ! f - ~ dNF~ ..9 ~i ~ ~ t
- , l
•r, ~
t-A~ Ol ON31X3 - ~ yti.~
' ~
~~d H 0 d01 ~ ~
f ` OZ 516. 3 ' ~ ~ £r t 46 nNr - -r=te ~ _ - . j , u,.i n.n x09 ~
~ \ t
~ `r'~s I ~ ~~Gr ~ .J fit;

\ / - ~ ~ ..F ~
~ ,n- A ~
_ \ ~ ~
' 7~;. ~ ' ~
~

N 3WH ~ - .
?a~~ '~~a~ ~b'O~r ~ ~N3 _ dNf~ .9£ dNf~ ~9£
r "e ~ 1
r' d ~L ' ~ti } ~ X _ ' 0~ ~ c-ar i ~
c-ar I ~ \
N l~ _ _
~ ~~1 \ r J ~S - S'£S6 Mlt \ dW~ „Bt i'~
' ~ - _ _ 9£ 4S6 nNl ANI ~ ~ \
- w Zt . 0 ~ ..x • l1~ .Zt
1 ~i~. V + J
~~k. i'~'~ T ~ _
.i.b~ /YO ~ - ,t ~J I
l _ ~S 'It ~fv'p: ~ ~ j I
' S l';Rpj±'1r;; ~ ~ I
n~.. - /
'';a~,~. ~S ~ ~ - L i ~
~s~,~~;r ~ ~ ~
N S 0 ~ / 1~
,•~~~r ~S , . } i
~.r:~,; ~
.:rc;;~~,~. , ~
~w W f. i
, NO #
3S f,~ ~ - ~ , , ~ 011035 3H1 30 1rna31Nl 3Hl ~ ~
'mn •3nTan ~i~ iv Sa3?uo 7r ONV ~3nrn z 8
!'~N3 MOad UN003S 3111 •3ffA1A Zl/S lr 1Sr1 ON1r lsa3
~ ~S " ~ ,`r~f11~N'1 'S,3~irard 3w OOr ~NOIlvnrln5 30 3ina S,aNdano 3.1. I I l~"`
µya ,.I p/r l,..~ - ~ I
L~nO 4SC'9ti 1
r ri's!; v a ~ ~ ' f
~~,x'„~, ~ 130S 90'lZ6'Z 1x101 ~ a~•
_ , ~ '99l 1305 0'004 B .~:~e, 130S L9 , S$ b~~ SZ~
i 1305 40'lL£ 1305 S'Zb£ C 3'~0 ~~X~ pl 1 b
' 13175 OS'Z8£ 1305 S'Z6£ 9 ~ ~ ,~q,~ . loos uo'o~+ ,gas o~054 s R.~ ~4 , _ Op~,~,
1105 00'OZ9 1.305 O'OZ9 4
130S Zl'fZL 130S S'L99 £
: A:'• ~ 130S S 'fOZ 1305 0'884 Z . IW. .,,,ry
i;:e IIV•ISF,:
; ~ ~ ~ ~ 3S ss0ao noa~ o3J<nn~ ~rM-~o-lHSla NI 3nmon
~ _
il, a b
{3s i n a 0
w
09 oc 0 0£ 06 w ~ i
_

PRESTON, CHARLES R TRUSTEE & 13 \ T MARTIN MARIETTA
~ q PRESTON, CAROL H. TRUSTEE MATERIALS INC ~ oR
s~ ek NUM9ER DIRECTION DISTANCE
\ DNS ~ ~
a l24 S 23 26'33" E 154.45' «ewa .
a ~ / X44 ~~4 r o L25 S 23"26'33" E 239.76'
j L26 S 28'09'46" E 400.24'
~ ~ L27 S 28'09'46 ' E t 14.97 1.28 S 24'42'46 ' w 544.47' ~
~ ~ ' / L29 N 65'44 28 ' W 101.39'
I L30 N 67'03`1A" W 100,37'
% ~ L31 N 67' 30 w 290.67'
~ ~ lOfl 0 100 P00 300 l32 N 6 725.' W 86.14'
1 I ~ 1.33 N 6!!"b5 37 w tOR82 1.34 N 69'20`45 w 103.82'
I ~ l35 N 70'56 S2 w 56.66'
~ ~ \ 1 > ~ 9 N 09'5332' E 1!18.29' ca e
a / / ~ ~ / l40 S 70'3t 40 ` E 35.5t
r i / ~ / \ t,41 N 09'53 32" E 153.93'
r' l42 N 09` '32 ' E 335.43' X43 N 09'53 31 " E 95.92'
/ ~ L44 S 71'48`44" E 449.78'
/ ~ / / / /
~ / / HICK ~ ' ORY METR / / ~ ~
CONV 0 / % 1 ~ / - ENT(ON C / / ~~R E~. 0 F ~ E STE C
ENTER / / ~ / ~ r BONE OVERLAY
I \ }
/
1 / ~ / \ / i / ~
i / j I / ~ ~ UNORIA R COULTER /
PiN: 371 -t9-60- 92 ~ PIN: 12-19-7 0347 j ~ f/~ / DEED: 10-795 DEE .907-17 ' PIN: 37 -20-70 577 i ~
/ TAX t68tt -57 / T MAP: 1 -i-58D ~ DEED' 027-11 ~ 1 / 2 a 'a
~ ! / T AP: 168 -1-59 HICKORY-CONOVER TOURtSM ~ DEVELOPMENT AUTH ~ I f
ORtTY ~ ~ / i i
c,~ i ~ /
/ / ,
/ /
~ i / /
~l ~ / ~ I
~ / 19tH 5TREET DRNE SE i ~ PfN: 371 20-70- 9
~
J' ~c f a
Ni ~p. .
1 ~ / : t F m
1 ~ ~ ~ m No
~ ELW000 PERRY / - 1 ~ ~ ~m a / / m J j
oz ~ / / / oa ~ ~ ~ o ~ ~ ~ i ~v
a= ~ n~ x
W'` ~ ~ m' / w
~a ~ \ / a ~
i ~ ~ \ C~
r J I \ ~ a$ ~ I
°W I r
1 1 < ~ \ = o I
~ I \ ~
3~ 3 3
I ~ ~ ~
~ ~ ~
I ~
~s ~r co. ~ ~ ~ - ~ -
I I / ~ ~ ~
~ ~ 4~
e~. ; ~ .~.p j EKIT
- e. / o ` Pf 3712-20 0-2156 ~
/ ~ 0: 2068 446 SC}PPS INVESTMENTS ~?o,
~4 J. ~ S
/ ~ w~ /
~ ~ ~ ~t (f+~
0. / '~o,~, ~ N VIA ~ I
Fr ~ ~ o0 i eR ~ / ~ A ~ J~. ~ \
I ~ ~1i • < / ~s tp Jy ~r•. T ~
~ f ~ Jrl er. w / s.'~T / I ~ ~C ~o H
`a. ~ ~ ~ ~
(3 j ~ , / '
~ t
~ ~ ~'~•y, • / •r,. ~
~ ~ \ O ~ ~'r s / . ~ ~ -T,
(3 y+~., y 0 ~ CU ~ ~ _ C~'ir/S ~ ~r i w ~ / T d' / ~ ~ 4'
Rp~~ ~ / ~
\ ~ X29 N ~9U M S `o., q~S FR
FR ¢ ` 0 ~ / R~
\ ~ J R M
~ 4j? "
~ ti e ~ I~ ~
P ~ ~'n 7 r ~ ~ ue
- ~ ~tj ~ / VALLEY CORNERS ~
SUPER K LIMITED
~ ~ ~
J ~ ~
r,,4 k, ~
CFHT FR
/
SOPP5 INVESTMENTS i
/ i MCD ALD R D
/ P PERTIE , lLC
PIN: 371 as-a~- 4
' DEED' 36-798
_ CharlPS H, I~ vii ,h PIN: 3?12-19-60-1530 t)t~D 475-85 TAX MAP: 90H-6-23 H, I~VL~, ~I;1:
PIN: 3712-19_60yi371 ~ DEED tt2'3~-332 - _ TAX MAP: 90H-6-23A ~r PIN: 3712-t9 60 5792 DEl`D 399 1~J1210 795 TAX MAP: 1~8H-1-57 ~
PIN: 3712--t9-70-0347 -DEED 407-179/1313-12s -TAX MAP: id9F1~1-58D
~ ~OUTN 40 PROPERTIES
vei i cv rnoNCOc
•~M.V4~ VVI71\0.flJ
SHT, wwE MIddECT.
Atlxnk Plan ECorp.
wX: a-a-oo P.O. BOX 1891
HICKORY, N. C. 28603 LOCAIN"I'MAN
PflONF,: (M) 327-2621 FAX, OW 327-093I e-mail atiplano ,w 3i1 8t t2mcvnninc.evm
"v, no

i
_
~
~ ~
~
l i
~
\
\\JF Fkr~N~ c,v ~ SSAs~ ~6
EXISTING -vM~~-- ~ OF~~~ul
8.2~ DIA ~
,N i X46.90
MH
I - 1)
~ ~ __._,r-___-
~ -
i i
MH(
_
1 - - _ ,
- 1 .
r ~ ~ ` _ _ _
~ i` ti
-
L_ ~
\ ~
~ ~ ~
~
~ ~
r , ~ -
~
CROSS
l~ 1 J'
SECTION
C
r44~~ ..tlifilb~itt
Q.
Scale 1' = 30' f ~'-^t*

~A ~,IS ~ ~~:1;4
M rf ~e

f~fel.:~i~'.j s~
APPON O BY: CHD REM Cot ALVIAPMC PLAN ENGUWXRM%~ >
pDATE: 4-
P 16 1 T.. PLANVIEW ING 1 OF S
C. 3 FAX (B28) 327'1 at ~ma~ d M-1 W email atfpAr~ninccom I4R:fCORY,INQIMC"GK,lNA
7

~ i 1 ~
~I
990 - ~ _rt . - ~ - i
~ t~~~ ~ , ~
I~ i {
9.,
_ _ , II ~
i i ~ I i I i
PROFILE ~I ~ ~ 4
~ ~ ~
~ I , II I
I L I i
I 4 _ i
9e~ ~ i i I G i I ~ i
~ ~ ~ ,
1 ~ f
~ ~ _ . , _ f ' ~ ~
_ _T _ ~
i ~
~ ~
f _
_ ~ ~ _
9,0 _ _ ~ t ~
~ t
I~ i
1 t / ~ I
~ I ~ 1
~ i
. - -1-
96. _ Y _ _T~
- I _1
~ , ~ 1
_ ~ t _ - - ~ - - - I -1
I, _ _ - -
1
~ - _ - -
s,o , _ rt-- _ ~ _ - ~
i - ~ ~
- ~ ~
~ -
. - ~ L_
s„ _ ~ f -
- -
! ' } ~ 1
_ - i, - _ 9~ _ ~ _ ~ _
- - - t
{ ; ~i,~ ~f
_ - _ -
~ - ~ ~ E G _ ~
' _
- -

T - - 7 - -
~ f _W~,
_
-
1 ~ ~ -
0+00 0+20 0+40 VtW V rov PROAaf
KIN APPIlQYf4 BY: pip . LNG CORP. 'HT "ESK MOD, 11~IC.
191 ~ IBXoRY, MW7trcMocQVA
DAM 4- -00 C
-ON mil 327 W.- 28) 3If-NJ FAX r. .i smell atlplaMoannlncoan
71.

1 _ Y~~
+e~.. .Y
.a Tv._. _ _._,...a.... ~
i
1 _ _ . i f
1
v._,._... _ _
'i i ~ i +
985
I . i
it ~ ~ I _
i
t _
CRO55 SECTION - A
i I
. ~ I.
i I I i
1 i I {
_
r ~ _ - _ t _ _ _ - _ _ _ i _ _ I
j ' ' _ ~ _ _
i _ _ _ _ _ _ ~ _ a - I
U~, 'i
975
r
~ i
i f _ _ _ _ _ _ j _
- ~ _ _
i _ . _ _ I _
9,a ; _ _ 4_ a _ ~ _ 9~0
i
- _ _ . _ _ . _ . - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ k _ .
I ~ -__-t _ i - ~ ~
~ j
I
i
_ t
,s. 965
_ . ~ - j { 1 f t t _ _ _ _ _ _ . _ _ - - - _ _ - _ r_ - - - _ _ . _

~
- f
-
_
,w ~ - - :L 960
, _ - _ _ _ i }
a _ - _ ~ .____-y, ~
i _ - _~L_ ''44.
_ I ~ _J_ __.r.~.._.~.._
~ ~ - _ . ~ .-...~~...r_ _
f - ~ /
~ _ _
._.~___._..~~.---_...w.-T.r...~~
op _ ~ t -
i ~ _
i~~
9~5
- ~ -
~ _ 7~ ti10 t+~ t+9A 2+00 2+10 2+?0 2+34 2+i0 2+50 ?+68 2+70 2+10 2+10 ''°w 3+ 20

~bb t0
A ~ 4 , ' ,
~r a j "~~t, „a4 f'
SW. IiA OftECT
C PLAN IIGM "Lo C( AWMCORF*
. ~i , 1 1V -~^+1CAM"A
l'lJfnl
F 32' - 21 FAQ 4 0) 327-0931 AU Mac" fir` 1Gl?3tft
g.
. ~ ~ ti„r~ -tea a'%?,

LI. _ _ j _ I.. _ _ _ - _ _ ~
_ _ ! _ _ ~ f
_ _ ~ - _ I
_ _ ~ ~ t
~ -
9~5- I _T I` - 985 _
J- _ _
_.1-i1J-DRT-~ I I _ ~
- - { ~ CROSS SECTION - C -
~ - - 1 _ t _
~ - _ 1 _ _ ` 1
} - _ t
_ _ _
seo ~ _ 980
_ _ 1 _
_ . ' _ _ _ I. ~ ~ _ ~
_ _ _ '
I _
- _ _
_ . _ _R.. _
- _ _ - - _ - j _ _ _ _ _ _
975 TI jI~ 975
_ I
_ _ _ I _ I.. _ _ I
~ _ _ _ I
C... }I . _ i _ _
- ~ - _ _ f_
- - - - - - - - 1_

_
870 - aro
_ ..i _ _ _
T _ _ - r i _ ` ~
965 ~ ' ,
_ . _ _ ~ - `Y

_
_ - - - , .
- ....~r«--
0~ J - _ - - ~
_ .r+~. ~ -
953 _ .
I
950
945 ' F /4~
0+00 0 10 0+20 0+J0 0+~0 Os46 - ~?)0 ~ OMO 0+90 ~ 1 00 1+~0 t~20 Iwo ~+10 tr50 1+BQ ^#10 #10 til0 1+90 p*pp 2+70 2a20 ~ 2+Dp 250 2~l0 270 2~b
3+00 3l/4.'~ 3+1'O
~wa~~ p
9Si~ NORIZONTN. 1~ . 10' ~ -
F VERTICAL i' . 2.Y
. Y
S SW. NMIE
r •
h FOGWI
JIL H NORTH lia
FAX (829Am
s now
r

-
EXISTS I~11i~ER OIREGTH31t tNSTANGE PSP PIPE i
SWAM 9
• . t3~ 104 0 ~ ' QU l24 S 23'28 31 E 15a.a5
. ~ J ~ l25 S 23'26 ' E 219.76'
T j . ~Mp ~ ` S ~ a, L2 28'09.46 E 2 g~
g j l,, ~ "'fir : ~ - _ _ 4p u ~ CQ e l27 S 28' a8 E 114.49 ~ ~ ~
_ L28 S 2a'a2'a6' W 5aa,47' L?9 N 85 as 28' W 101.39
70 LfT. 8' OIA P1PE.1~X~(~1 _ _ _ --~a.-. ~ d0 l.ff. DISStPATOTt ~ 8q L30 ~ Brti w tOQ„~~' ~
x C L11 N 89't~ 311 W 290.87
~ TOP 951.85_ r U~1'f €XtSTiNG , Op 1.32 N 87'21 S1" W .24'
8.2 DIA. Ct~4P ~ - ~ .95 > ~ ~ S 1NV 946.90 - _ , ~~R / C L33 N 6fl" 3 W 100.62
1 k . ~ ? C _ £ l1a N 69`20 ~ 103.82 1.35 N 10'!x"8 W 56.68 fr~
USE SAME TYPE 95 INLET ORATE AS 94 - ~ 9 Nfl9'13 t 9
EXISitNG CATCM $ASIN ' Lao $ 70'3t'a4 E ,51
USE SAID SIZE ~P X90.0 _ - ~'E AS EXISTiNO 713 U1 H 09'3312 E .151.$3
_ _ L42 N t~9' 32 E S.a3 Lai N 09'x3 1 ` E .9
1 984.4(1- - _ _ . 1 ` 29.30 _ \ I~ Laa . S 71' a4 E 419.
~"i. _
r f PLUG $lOW OFD - - I ! ' ~ • a> ~
~ ~ ~ ,
E
ToP 99~s 1 I ' F.M. x`987:5""
i I V -
° f j `y TEMPORARI' T IrR0UN0 ~
1 ~ ~ i i ~ 1 ~ t~, HIC~pRY I ;~~I .
M ~ ~ E7r?p ~ ~ ~ I 1 ~ _ TION CEN , , ~ ! ,
T ' ~ _ . - , , ~ TOP 1007. t'r _ _
INV 1002.3 ~ ~ ~ ~ ~ ~ ~
1 i~ I i 1
1 ~ I , ~--'f' 1 ~ ; _ - - ` f ~ 1 ~ f ~i
_ _ ; ; ~ I / ~ AUI3pR1A R. ODUER
r - r ' ; _ - .,TOP 998.25 " ' - , a ,
980.25 - _ r- _ ~ 1
N?CKORY-CCMtO ; ; ~ - I . VER TOURiS~t ~ ~ , ' ~ .I DEVELOPMENT AUTHORITY t- _ - I : 1, !
i ~ I~ . / r~ j,~--.'' ~ ~ .i~
~i
~ _ I - r' I 1 , ~ i ! lr~` ' ~ l ~ ~S~ i
- '.~h rf ~ I . j - I q ~
1 S ~1 t,
~~'fAP 998. ~ 11 ~ . Sf i .83 I ~ F ~~1 ~
, ~ ~ l , , , , ~ i _ ~ - - ~ ~ ~a
. ti ~ ~ r-~ _ ~a, - y ~ . ~ , , ; I ~ ~ ~s\
E ~ ~ e ~ ; s
. ; _ ~ ~ ,..Y - ~ , ~ ~ ~ , ~ ~
_ - i ~
. x-. , t ~ ~ ~ ~ o _ ~ ~ , NQ V r
a ~ ~ _ - ~ ~ ~ ~ U~
, _ ~ ~ ~ ~ H'
_ _ ! _ ~ _ _ ~ 1033 / ~ ~ _
i~P1tQ3t i
~ _ ~ ~ ~ . i "t
F ~ _ ~ I i
f ~ ~ _ - , _ _ I ~r '
r-_ ~ 4_ - _ -
z ~ ~ ~ ~ ~ ~ w . ~ ~ ~ - - ,
~ ~ ~ - _ ,f ~ ~ - • - ..:°r
_ - _ F ~ ~ _
r. _ ~ ~ ~
aka . ~ ~ , . ~ ~ _ ~ ; _ ~ ~
~ ~ ~ e ._,+c , 4 .
i ` ` ~ i ~ ~ u ~ ~ ~ ~ 4 •f 1 ~ ` ~ r
_ ~ ~ - ~ 1 - / ~ ~ ` ~
- x _ . _ I ~ i
- - ~ _ .~r \ o ~ 1,\ ~ ~
~ - ~ ,`s
f y ~ 1 ~ ~v t ~ ~ ~ ~ ~ ~ .
~ , ~ A ~ ~ ~ ~ v ~ ~ _ . ~ `i
1 t I'ti -+w+ ti ~ , \ ~
i ~ ~ j - _t ~ ~ b _ y
_ . OWL \ X+..._ 1 l ` ~ 1 ^
~ A1.Lf Y ~ '~o r JAN 8 21.'00 ~ ~ ~ 1 -
~ ~ < , ~ -
- _ I J.. _ _ c a WETLANDS G~#OUP
~uco ~ - _ - TOP. t
E~- _ - ~ ~
~ , ~ ~ ~ i ` ; ~
~
t1 ~ ~ti - - r ~ -
' ~ / ri ~
~ \ C~ ~S ~r ~w / A
~ ~ ~ ~H ~ i ~
'~v 1 b ~
o. . F R ~ ~ ~ ~ R ~ i
1 ~ •~R. o ~ ~ ~ , J ,i
1 ~ A ~ s ~ - ~ • 4'
5 y ~ 4.
~ "`t" T ~q ~ ` i ~ M
/y' ~ i ~ ~
~
~ ~ ~ ~ ~
LEGEND u
M _ ~
pRDr~a ~ turns
26.734 ~ ACRES TOTAL PRpPdSED SA.T ffMICE 1
ZONED C-4 . ~ ~
~aoPOSm R~-RAf o+t~toR ~ Q
o gr,ppE D~ryyµ ~IrG All OF DEftp 3T9-trl0, 907-179, DEm 1.125-332, OIEED t?t8- AN0 ~ R~- \ ~ ,
FROPOSft) GRADE UNE MAtNO~R 0f ~ 47S-t4. AS A$ LOT 1 ~
PLAT t5-IA4 9! 43tJ-tfs PROPOSfO ONEItSdON ~IW.E _
[~rrp aROrosm c~ra+ a+~a+ / ,a~wcttoN ~rnc
1 1 ~
sss vRDP~SED ORAM~MiCE PME PIN: 3712-19-80-t - #75-#i - TAi( MAP: 90H-6-2J PIN: 37y2-t4-Q6.1 1 - 112.3,lit - TAlf t~AP: 90M-6-23A 1
- - - ~ ° ~"u''' s~ PM1: 371'1-t9-bt}- 379-t~/12tQR795 - TAX WP: t68H-1-57 1 t;l~ ` { ~ ,t~~ v~ , u
PIN: 3712-t9~7 - af7-1111 1313~t28 -TAX MAP: t68H-i-5d0 ~+o~osEO w?ra tr~c ~ ~ ~b9tp.~; ~
- pAlTING 8AwfNfr SEwdt r ~ ~
~'i
o- oe~c aaai «ar C
- - - - c>aaMe me ` er%r t fir, o o
- - - - oast~o r~ uE s,, ~,'w si. ,
- ~asn~ trroawr~~c canalA air! ra
`*AD"` : •"W 2 06-47-°° At~tadc n; Corp. by: cow. _ s'4 P.O.` BOX 1691
CSTPPI,E CMEH INVES"F~1~IEN1'S, I.tAC { PHASE 1 CONWWIUC"I~ON
fIK'KORY, N.G G0.?
PHONE (828).Mi'i?l FAX (82'327-093! rrrwila4~rNcor V aOfMNconninc.com
{

'
. NIR OtRfC110N DISTANCE PIPE PIPE
EXISTIi'1G _ 9 {
5WALE 1~1 ~ 1.24 S 23'2b'33° E 154.45'
C25 S 23'26'33" E 239.76' 4
j~• rA. ~ ~ ~ . , 26'09'48" E 400.24' ~ l26 5
L27 S 26'09 46' E t t4.97' > ~ ~ S 4'42'48" W 544.47'
`a.: ~ ~ L28 2 .3' 6 ' L29 N 85 44 28 W 101 9
7o L.fT. s txA L30 N 8T03'28' W 100.37' ! 48
so ~.FT. ~PATdR ~ k ~1 M ar46 30" W 290.87'
SDP 561,8$.- ~ r Rr L32 N 6T22 52" W 86.24'
EXISTING ~ _ _ > / ~k 8.2 DIA. C1W ~ ~ Q l33 N 68"05'37 W 100.62 1 l34 N 89'24'45 W 103.82'
l~ 4 l ,.y ~ ' W ..,~I~~.. L35 N 70'56 52 56.86
. n ~ C,M ~s~ . INLET GRATE AS 'aY 9S L39 N 09'53'32" E i .29'
E%IStiNG CATCH B~AS'INI t ?~~4 - L40 S 74'31'40" E ".51'
11SIr SM+iE SQE PIPE AS EXtSTiNG~ - _ _ _ - l41 N 09'53'32' E 153,$3'
- - _ _ ` U N 09`53 32' E 3.43' 2 N 0'9'53'31 ' E 95.Q
~ - !44 S 71`48 44 E 449.78
_ y , - _ t WATER \
~ Y \ ~ _ ~ PLUG/BLOW OFD _ ~ ~ ~ ( '
- ~ i ~ - ~ , ~
TOP 955.5
' I ~ ,t 9g0 f.H: i87:5 ~ a ) ~ ( ~
!I + I
~ 1. I ! 1, ~ i~ ~ ~~~~'v
c~o~r r
~~'RO i ' ~ _ ~ - coNVF~r~ > > ~ ~
~ oENr , ~ . , , ~ j TOP 1007. ~
~ ~ ~ INV 1002.3
l ~ ~ ~ ~ ;
~ - ~ - ~ - 1._ ~ A , - f ) J , ~ r - ~ _ ~PRIA R. OULTER
1 / ~ ~ s
_ i~ _ / ~ ~ ~ ~ . Tt~P 996:35 . ~ ~ ~ t . ~ , a
~ ' r . 9~}. A ~ ~ i ~ ~ - I vj t , c
• j . HrGKORY~CONOVE7R TOURISM _ I ~ , ; DEVELOPMENT AI,ITFIORITY ~ ~
_ r , ~ , 1 ,i ' it
p ( c

oa ; 1 7 ~ ! ~ I ,~a,,. ~ , ~ ~
_ ~
, . t1RNE
9TH STR ~ 0 z T - ,
~ ~ , ~ I _~,,~r~ ~ ~ I _ , , . ; s
~4 ~,3~ _ , ~i _ p'P~ f
_ , ~ ~ `4. ~ , ~ ti _ ti , ~ ~ , t n 0
1 a.53 AC ~ r a ~ \ ~ Z rod
- _ , ~ ~y ~ , i ~ J
j , N ~ 'i
j rl,~ ~ ~ ~ 4. _ _ _ - ~ K
t ~ _ . T033 ~ ~ _ - f, i, ~
~ , ~ _w_ - \ , _ _ _ , ~ • , a
x _ . - - ~ _ _ _ ,I _ - ~ ~ I \ \
~ ~1
r _ - , _ w ~ ~ _ I\ ~ ~ ~ _
ti ~ ,,S _ _ ,
Z , xw v - ~w rr ~ . _ ~ , _ ~ , _ ~ ~ ~v yea. 5~ i ~ ~ ~
I, - _ - ' _ i T ~ ~ ,
{ _ _ ; ~ _ _ _ d 'fib' ~
~ ~ • s - ~ ~ x ~ ~ - , --1 ~ ~ , ~ 1
~ ~ ~ 1
- _ _ ~
- O a w ~ - _ _ _ w T - ~ .t i ~ ~
t
h - - _
_ . - _ _ - ~ , ~ t ~ ~ ~
_ .....-ice' ~ . • • v 1 ~ ~ \
~.I y t~ . r . - ~ s ' ~
~ s. ~ , ~ 7 ~ .~+f ~ ,
- -
n ~ ( ~ ~
_ _op , . I ' 1
` - r , ~ ~ ~ I ~ _ ~ ''~c t s .rQ
a-~ ~ r _ j ~ - MgACO l ~ ~ ~
_ . _ T0~ 10511 4 ~ ~ ~ ~ _ ~ ~ o
rNV 1033.4 ~ ~ ~ TOP 1461. ~ ~ ,
MN 1033.05 ~ ~ `Q ,
r
s '~'r ~ ^
+yy~ w
~ Rp ro \ ~ - " c~R is 'ar t
cn ~ ~ r~S N, ~ U p ~ ~ ~9 ti ~ ~ 1
W I ~ ~ + `row ~ R ~ ~ ,
~ Q ~ SP ~ . ~R ~ ~ ~4~? ~ A ' ~ i
Ip ~ N I~ 'r
~ ,o ~ ~Z ~ ~ y
~ ~ ~ T ~ u I ~
~ ~ o
Skp~ . "rM
G ~ ~ ~ ~ r+. ~ ~N ~ ~ I, ~ ~A ~
?
cec~t~v t ~ ,
PROPOStro ua~S
26.734 ACRES TOTAL PROPOSED SItT FENCE
ZONED C-4 ~
: ~r PROPOSED idP-RAP DISSIPATOR ,
PROPOSED SLOPE p~ 9EING ALL 4F DEED 379-180, DEED 907-179, DEED t t 25-332, DEED t 210-795, Ate THE RE-
pROpO~p MAiNDER OF DEED 475-86, AS WEIL AS LOT 1,
PLAT 18-104 DESCRI8E0 iN DEED 1313-128 PROP05EO ~ ~ ~
! ~ ~
0~{i PROPOSED c~ATCrI eAStt+ / ~uNCnoN eolc ~ ' 1~~~1$J9tr,e.~
~ P ~ O PIPE PiN: 3712- t 9-60- t 530 -DEED 475-66 -TAX MAP: 90H-6-23 ROPO PIN: 3712-i9-60-1371 -DEED 1125-332 -TAX MAP: SON-6-23A
- - © PROPOSED SANITAR'! SEMER PIN: 3712-19-60-5792 -DEED 379-1~/t214-795 -TAX MAP: 168H-t-57 :t, "Y +t 'Py~
PIN: 3712-19-70-0347 -DEED 907-179/1313-128 -TAX MAP: t68H-t-580 -ai ni- PROPOSED MtATER UNE
Q'~ EXLSTING SAI~TARY SEMER `°r. . ~r
t * ~ .a
-Q ExRSt~G CATCH 8ASt1+
- - - EXiSTNJG ORSAmY~GE PIPE
- - - ExtSTNIG "NAt'CR lN1E ky ,f,~t(.~ ;9~E 44 tt~
EXISTPIG TOPOGRA~P?MC CONTOUR
S"T. N" PROJECT
F f:- CHD REVMM: PHASE , «RADM 06-07-00 ^+OM 2 GkkDNG 06-07_00 Atlantic FIAe Engineering Corp.
OM: 8- 1 -00 PRWI W. P.O. BOX 1691 HICKORY, N. C. 28603 PHASE 2 CONSTRUCTION CRIOPpUE CREEK UWEs LLC
PHONE.• [phone] FAX. [phone] retail at/plan0 pail at/plaMcronninc.com

NUl DlREC1`cON dMS E 4' 1" aft.
L23 S 2 S E
EXISTING 4 '3 ' 154.45' L2 S 23 ?6 3 E ' ~
StMALE l25 S 23 ~fi 33 ~ 239. f~
' 4" E ~ 400. 4' ` t}fSTURBEp ACRF.~GE ~ 26.49 A0. L~6 5 ~8 t~9 6 Z
A 7 8'fl9 ,4 " 114.97' T~ERe Is Ntt OFF SITE BoRROw aR wASr~ arms, t.2 ~ 2 ~
~ ~ ~ ~ ~8 Cep 1.~8 ~ 24 42 4d W 544;4t`
80 0 80 180 240 ~ F. ~ L29 M 65'44'28" N( 141.39'
4p > ~ , L30 N 6.7'03 28 W fl0.37
f, L31 N 67'0$ 3(t W 2gfl;6 } ~ .
1 c a e r.3z N 6r2z 52 ~6.~4
SIl,r F ii r ak L33 N 68 05 37 W 1 t~J:62
au ~Nc EXISTING _ RtNG ~ AC s.2 DIA. CHIP _p!~ °NC r J t fRT 1.34 N 69 Zd 45 W 103,82
~ c ~ iNSr ~ r , _ c INV 946.90 1 - A~~Ar! A p . 4 ~ L35 N 705$ W 56.66
J~,~. ~ ~ h g ~ ~Yf ~ ~ ~ L39 N 09 53 ~ 1
i t , _ c i ~ -N - USE SAME TYPE 2 1 ~ - ~ ( wf ? 4 140 ~ 10'31'40'y E ? 1"
A ~ N INLET GRATE S , ~ _ V 9 jN GAlA ~ g
EXISTING CATCH BASIN / I, a _ - 94
USE SAME SIZE iwDl PIPE AS EX{STING'_ ~ ~ l l - 42 ~ 09"53 32' E 335.43' _ ~D1GI~EVT, TRAP .5 ' 1 95. 2'
t - __----1 1.43 N Ofl ~ 3 E 9 SASE-~t~
- ~ ~ l44 $ 71'46'44" E 449.78' INC - ,
g~ 1PE
CONSTRUCTION - , ~ SEt~k1E~`(' BASIN ;IN ~ M11 .
GEG£ND ENTRANCE I - _ - ~
. SL r OU G M J` NG . , ~ ~
s--- PROP CONSTRUCTION LtAIiTS I (TYPICAL) ~ ; w~xt OSED ~`J
I 1 _ `
PROPOSED SILT FENCE , 4 \ F
a~ PROPOSED RtP-RAP D4SSIPATOR ~ ~ G
T~4PORARY ROCK ' ~ ~ ~
- - PROPOSED SLOPE DRAIN FILTER ~ E i) 1
i I ~ RING AlVO GR BEING PROPOSED GRADE I.IkE
Hle,~o RY ' ; MEr~ I ~ . ~ ~ ~ , . 4 ~ -_----~00
N SWALE 0 PROPOSED DtvERSw CpAfy ENTIQ ~ - _ ~ ~ ~ ~ ~ ` - 4
~ C I i ENr~ ~ PROPOSED CATCH BASIN JUkCT10ht BOX R ' c~a i r ~ I
i ~ f ~ ~ ~ , _ ~ PIPE BY INTERSTATE EXTENt3 8 U1A Cl~'
a st at: PROP05ED DRAINAGE PIPE 1 1 ~ ~ ~
- - - - PROPOSED SANITAf~' SEM~ER ~ t ` ~ ~ ' ~ 1 N TRU TI01V COS C ~ ~ rM1TS BOX SOX L
I -
u~-- PROPOSED WATER LINE I ~ ~ ,I r.:,., ; ,
I _ _ _ ~ EXISTING SANITARY SEI+YER _
% , i ; , I ~ i • ,
EXISTING CATCH BASIN r HICKORY-eONOVirR TOUR~t~ 61 ~
I EXISTING DRUkAGE PIPE DEVELOPMENT A
UTHORItY a - - - - - XI TI WATER INE I AU RIA, R. COULTER ~
ESNG L ~ 1 I . _ -
EXISTING TOPOGRAPHIC CONTOUR ~ - / ~ ~ i ; I i 4
~ ~ PROPOSED CLEARMIG LIMIT _ / ~ ~ I _ _ - . . j : F i I I ® ~ ~ ~ I 1,
i ~ 11
- _ ip I ~ 1
J 1 x
r d \ 4 I ti
_ . ~ - I ~ ~ ~ ~
w - - ~ ~ y i~
- rya t, 0~
~ 1. - ~ 1
- ~ .;'-w k. ~
, ~ ~ ~ I ~ ~ 1 I ~ ! + i.
OOD PERRY ~ ~ , I
StpC ~ ~ I ' KY _ ~ ~ \ i ! . /
ARp AN;p _ COMP I r i ~ f~
ANY _ ~ , CRtt,l.~ r _ - ~I 1 ~ ~ ~ :;4
L ~ ~ ~ ~t~ I _ ~
~ ~ ~ F ~ ~ ~`r
(II _ ~ - ~ t ~ ; ` , ~ ,
i ~ ~ ~ ~ ' I _ 1 f i ' i
- I _ ` - 1 ~ ~ ~ ~
" ~ r rac+cpl~Y-co>~IOVER TauRls~ ~ ~ ~ ~ I~ ~ ~ ~ ~ ~ ~ ~ ~ i i
W DEVELOPI4fNT A ` _ _ \ I , ~ , W UTHORRY ~ i \ ~ _ ~ ~ ~ ~ < ~ . ~ t ~ a~
1 ~ ~ t- •
I ~ ~ E , ' , . , 1 ~ i _
j , I - _ 4 ' rap - - - - , t i----- - _
COCK ~ ~ _ _ _ _ ~ , ! ~ ~ ~ ~ -
F ~ ~ , , tp3~ RBR~CS 1 ~ s ' ~ ~ ~ s.
~ I I • ~ 1> ~
85$` I ~ ` ~
I _ a ~ ~
0 Co,
~ ~
I - t ~ i \ \
~ ~ 1 STH AVENUE P \ 1\ -
LAGE S~ _ ~R ~ 0 / 4 I ` \
~Y TOP 1 ,54 - ~ ~ ~ \ ~ _ ~ ~ ~
'~4 ' S \ ~
i
~ ~ / coNSTRUCrION 1 ~ ~ ~ ~ ~
ENTRANCE ~ ~ I _ _ _ 1 ~ ~ ~ ~ ~
T _ 1 \ ~ ,
' 1 ~ ~ / - _ _ LMIG ~ CONSTRUCTION ~L~1' ~ I t , .
~ f ar-. . / fy _ i
~L4C ~ 0 OQf r R ~ ! ~
{ - - 5 `ca. `Ms - ~ ~ - _ / / ~
~ 1 ' ~ `i ~ ~ ~
~
` W - / f ~
a ~ _ ~ / ~
T TAL AR .7 4 C 6 2 ~ ~ ~ .J ~ ~ /
q~. N C-4 ~ 1 ZO y
I I I C~ ~ ~t4
-179 ~ 1 ~ a BEING All OF DEED 379-180, DEED 907 ~ ~ U I I ~Rr s _ _ ~R
DEED 1125-332, DEED 121 b-795, ARID THE RE- U ~S ti ~
MAINDER OF DEED 475-86, AS iNELI AS LOt 1, ~ O P T 18-1 4 D SCRIB IN DEED 1313-128 ~ LA 0 E ED ~ ~ ~ ~s
~ ~ S r ~ ¢
. '~R I r V i f
1 0 I 4 w N I p ~ rf ~t~N~ r~ ~ a`3
PIN: 3712-19-60-1530 -DEED 175-86 TAX WM': !~H i»23 ~ 'N ~4~{ ~l40t'~tt
TAX - 91~-6-~23A • 1 4' ~ PIN: 3712-19-60-1371 DEED 1125-332 - MI~P: J O q
PIN: 3712-19-60-5792 -DEED 319-180 1210-795 -TAX MAP: ~-57 , Q~ ` ~
PIN: 3712-19-7d-0347 - DEED 907-179/1313-128 - tAX 41~i-1-58Q
12-28-", 1-17-0011-21-00, 1-2= 2-1-0R 2-9-4)0, 2-10-" SH' NAME P*Wff FLESH FOOD, INC.
AL REVIS10N 3 NOW CONTROL 05-05-00 PO. BOX 1691 1 -1
HXKORY, N.C. 2 EROSION COMMOUMAN Ica UUPPt,e CWXK wvESrnE,vrs LL C
PHONE. (828), 27-&621 FAX NAV 327-0931 e-mail nj m*lpek-onnrnc.crom HICKORY, NORTHCAROL17VA

''a
~:4;
t<
CONSTRUCTION SCHEDULE
EME 1. aBTAIN EROSION CONTROL PLAN EMERGENCY SRiLLWAY
APPROVAL.
2. FLAG WORK LIMITS. RISER PIPE FOR
3. HOLD PRE-CONSTRUCTION PRINCIPAL SPILLWAY
CONFERENCE AT (EAST ONE WEEK
PRIOR TO STARTING CONSTRUCTION. TR,45H RACK 1' IN, FREEBOARD M
4. INSTALL TEMPORARY GRA4El
CONSTRUCTION ENTRANCE/EXIT. i' 5. IkSTA~L SEDIMENT TRAPS. ROCK DAM, (~=I I""I I I-III AND DIVERSIONS 6f FORE FlRST I I=~~~~~ I I~ I 1'~I CONSTRUCTION ACTIVITY BEGINS. I ~-!JS-~' ~l1 6. BEGIN CLEARING CONSTRUCTION AREA, DRAINAGE HOLES ~=III= I I I I' BURN OR REMOVE STUMPS IN WITH GRAVEL I I=I~~ Il[=1I
EMBANKMENT STABitiZED
WITH VEGETATION
:1 P MAX. 2 SLa E -r
ACCORDANCE WITH LOCAL/STATE I III=1 I I-I I {~~~,~,T'~t'I ~7i
CODES. REMOVE EXISTWG I I- I I=III-~I I f-"f 11=1 I1 STRUCTURES. _ - f`_'i i .wy...
7. ROUGH GRADE SITE. MAINTAIN
BfRM AT TQP OF SLOPE DAILY.
INSTAI.I CATCH BASINS, INLET ST ILI £D AB Z
PROTECTION, DRAINAGE PIPES, ,4NTI- .ANTI-SEEP OUTLET
RE-ROUTED SEWER, AND FLOTATION PR1NCtPRL coLLAR iCIPAL
TEMPORARY SLOPE DRAINS. BLOCK SELECTED FILL LWAY
8. TEMPORARY SEED CUT AND FILL PLACED IN LAYERS SPILLWAY CUT-DFF TRENCH DEL ,
SLOPES. AND COMPACTED ~~REI 2 DEEP
9. COMPLETE THE MAIN GRADING OF THE
SITE ABOVE THE SEDIMENT BASIN,
AND SEED. r
10. AFTER VEGETATION IS ESTABLISHED ON SEDIA4ENT
MAIN SITE, BEGIN FINAL GRADING OF
N.T.S. Q.T.S. ~ ~ ~ t'~':~: ,Ar',
ROADWAY. ~ _
11. PERMANENTLY VEGETATE AND MULCH
ALL REMAINING OPEN AREAS. 4. +tl^"
13. INSPECT ANO MAINTAIN EROSION r..p. 11 -
CONTROL MEASURES ON A DAILY
BASIS. MAKE REPAIRS IMMEDIATELY.
CLEAN SEDIMENT TRAPS AFTER EACH
RAINFALL EVENT.
14. AFTER SITE IS STABILIZED, REMOVE ALL
TEMPORARY MEASURES.
15. PERMANENTLY VEGETATE ALL REMPJMING ~
DISTURBED AREAS THAT WERE SIlT iEAICE M'i:Ni'~
6U.i FENCE
COVERED BY TEMPORARY MEASWRE$. a ~ i g .
J, ~ j.ij ~ rya i s"" ~t.vk',~k~x~.
r~- ,r y .y.'~
~5 MfASF~D STONE ~ ~
2
ky ~ 5' MIN. ~ T nWt.
L t .5' I
1I
~ ~ ~ r'-s` rM.
3 MAX
0
i I
ER04~0,"' GflNTROL Gnu eT~ONS ~-1„ , ' FILTER PAMMC /12 RiP RAP N.T.S.
(SUPP~EMENTAI CAICUlATIONS) 4
SEDII~AENT TRAP
SIZED FOR 1800 CUFT/DISTURBED ACRE.
TO BE CLEANED OUT AFTER EACH RAWFALL EVENT.
TRAP DIST. REQ'D DEPTH WIDTH LENGTH DRAIN ROCK DAM
NO AREA VOL FT FT fT. AREA WIDTH ~f. °E~" OVEFILL 6"
TOP A 2.53 4554 4 24 48 4.5 12 FOR SETII.EAIENT
B 0.28 504 4 8 16 1.0 4
2: t SIDE
SEDIMENT flASW s' ~ SLOPE MAX. pNEll~lrCY 8Y-PISS
SIZED FOR 1800 CUFT/DRAINAGE ACRE. FILL FILTER 1:1 TO BE CLEANED OUT AFTER EACH RAINFALL. F~eRic s~ov DRAIN REQ'D DEPTH WIDTH LENGTH RISfR BARREL 1:1 SIDE b' ~,Ep
SLOPE MAX. TOP OF DAN
NATURAL GROUND
AREA VOL FT. FT Ff. PEE PIPE W
30 54,000 8 60 119 24" 18" cFD11lEMT TKI,P
RIP-RAP DISSIPATOR FOR 8' PIPE ".T.s.
SIZED FOR 10 YEAR STORM FLOW TR/1P D W L L A
ENCTH FT ROCK DAM FT
PIPE OUTLET Q10 V70 L W STONE SIZE N~. DEPiM iT w~nTH ~r ~rrn~ rt aoc 4b t1
~17F SLOPE CFS FPS fT FT MEQ. Mme. THICK w a za ~a
8~ ~ 9~ 620. ~ 4 ~ °J.82 80 6~ ~ 2~ 18~ 32 A t 8 16 1b 4 `r~rrarrar~~r
~~}~r ~ tj~4 a~' sj~ A'
` yr v ~ J \ brit +~t ~ R
~„•s< t°
F~~ i Y e
fG CORP. S" FRESH FtOD .
Rom try.. IN APPWM «O ATLANTIC PLAN ENGINEERING COR
ate: - ao P. OX 1691 DETAILS DIKA CRIPPLE CREEK N NTS 11.C
ORY N.C3 M-1 mum I NE• (A28/ FA X. (8327-0931 e-mail e on 'etl~tMconntnc.com HICKORY, NORTHCARK~!!VA

J,`.
w
N°'
r
T P QP S OR' ~ 2~` MM I~ ATI NS PERMANENT SEEDING N0. 1 P FQR , S ~ SL E TEMPQRARY SEEDING REC4 E D 0
Pa4R SOILS LQW MAINTENANCE F4R FALL '
NARRATIVE FRQS{ON CONTROL PRAETICES EROSION CONTROL. ,~A! C-~~L4TIONS r: { s. Ti
ING MIXTURE SEEDl1dG MIXTURE ~ SEED
PROJECT DESCRIPTION: 1. SEDIMENT BASIN WITH RISER BOX PaF-r~STRUCTION RUiV-OFF ass ~ s1+~aES ~ cry)
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCTED AT lOW P04NT TO YEAR STORM FLOW F3~ED. TALL 100 ~ E t~
CONSTRUCT BUILDING AREAS FOR FILTER RUN OFF FROM DtSTURBED S.M.A:D.A. 6.26 FOR WINOUM~S L aG ~ ~e tzo~t ~A 10
COMMERCIAL SITES. APPROXIMATELY 26.49 AREAS. 31.12 ACRE DRAINAGE SEI~.DING DATES
ACRES WILL BE DISTURBED DURING z, DNERSION SWALES TO DIVERT RUN 6.26 INCH/24 HR INTENSITY (8 minute T.O.C.) - AtJG. tb -DEC. Is SEEDING NOTE MouNbwl~
CONSTRUCTION. OFF TO SEDIMENT TRAPS. Q~0 = 35.59 CFS t'>Qt. PUMI AHO PYipllOit< ^ AUG, f3 - QLC. N1 a t. NI fAl ~ A11D # 411jAp1E PE1dAAAtA BANM OR i0 tB~AiC~ OOlil011 ,
USE {'1~,Y MAC fl 15 UNLAtEA.Y TO 91fJ0M~ A PRS1'. AM N MERITS SF~E4. ~ SO L E D z. AFt~I A11G• sa ~ ~ , r
siTE DESCRIPTION: 3. TEMPORARY SLOPE DRAINS TO TAKE ROCK CHECK DAN b. 1AM311E A lIEAT l~pWOMICf 15 , OAST 561N'~'A AND SUOAIHU'kE 44 i,d}ACI~ ~ 0R 35 F11LIa0Mt 9{111 TE81'S OR AMPLY 2004 L0JAL1lE GA1V11NID A41gCULT11M11 TUNE AND t 000 Lli/ACR£ .
t0-10wt0 Fd71ll$R. 4. tiD E1, lIMIMIIQ l018N1G OAAE$ Mh3 JUNE, AD6 t9 40fA191E MMA:4W 961iY41DlwdlArS. !#lwlEMEII, 9' 16 ~N
THE SITE IS SITUATED ALONG AN EXISTING RUNOFF DAWN THE FACE OF THE S1ZfD FOR 10 YEAR STbRId FLOW 1'0 9~1 ~ C~ At4f SEED fE9Cklf Ui SBp4'. ~ : ` ;
SMALL VALLEY. THERE ARE EXISTING SLOPES TO PREVENT Eit'OSION ON DRAINAGE Q10 WEIR DEPTH OF FLOW THE FACE OF THE SCORES. MULCH ru
STRUCTURES TO BE REMOVED. SLOPES ON ARFl~ CFA LNG7H FT (tAl) 3. CONSTRUCTION ENTRANCEfEXIT ~16Nr 1Y TATAtdNO NAIII A"~FYA.1, NETiM1G. oR A M~1 ANLYiQ1fAM'i NURSE PLANTS APPLY 4.94v L~At1AE stwav ANCMIQR
THE SITE RANGE FROM 3% TO 50%. THERE 26.74 35.59 25' 0.58 (6-31/32) 1001. A OMIlt >iX1N ilA4ES SET N61R{,Y $91AIBMT CAN OE U96$ iMS A YULCH AMCYIpA4MG 1t701. PR14R fa0 NAl BETM~'DI MAY t Aiq AUG. 13 AbD t0 N5/AC1lE GERYW MILLET OR ib 40~AC~E ~ ; . t 44. ' AClIE RYE MAIM.. s;
IS NO EVIDENCE OF EROSION AT THIS TIME. PAGED AT ACCESS TO RROJECT. VEHICLE TIRES TO BE CLEANED OFF SEDIMENT BASIN t tlR Ai1i'R AUC 5. A11D t>8/ ( ) MAINTENANCE .
AT THIS LOCATION OURIN~i NIET AMD ~t DAAMG~ AREA6 aul~lApEtr, r wR11 sD LO/A~CRE of nAl~oaM ~ SEEDING DATES r~:n.
ADJACENT PROPERTY SIZED FOR 1800 GU.FT./ DRA4NAGE AREA li' 1T !5 M'` 1!! E]E1E111Q M!M1~1 I[YCI~ ~A1M9f 19, MMtM IY~I 4~f ~ ~ p <~;;r,~,;` ' ;
WEATHER, BfFQRE EXtT1NG fiHE SITE. LAND USE IN THE VICINITY IS TO BE CLEhNED OUT AfFfR EACH HEAVY RkINFALL EVENT. (f4E01ilNfl A101 t'y0w1iIAL PtA1lt{ Ok tiGllflM 1MA1M10} ~ MA tlk7fi ~ d! ~M14Y IAhpClt. F9MJ.: 26 - 551R• 15 AU9. 20 - OCP, Zm ,
COMMERCIAL TO THE EAST, WEST, ANO 4. SILTATION PENCE i`0 8E INSTALLED AS ~~p~~{q~Y BASHJ TO ~E RETAdNED AFTER CONSTRUCTION AS LAKE Mt1gIfR : 1~0. TTi -MAR 2/ fEl1. i - A1M1. 1i fit' ry,!r~" FALL 19 ~ fbn-TALL 1l9CUE Nq faAt"E NAN1111 Fd1 ~ OF K00E ~;ra~
SOUTH. INTERSTATE 40 TO THE NORTH. SHOWN ON PI.Af+tS. OR IF DETENTION BASIN. DII~MSFQNS AF2E APPROXIMATELY THE FALL- X41. FEGt11E !5 Y@IY E1~GfNE. llEE ~ M! fA1L f ;1A
THERE IS APPROXIMATELY 296 ACRES OF SILTATION OCCURS BEYOND THE DIMENSIONS OF THE BRS~N.
OFF SITE DRAINAGE FLOWS THROUGH THE DIY£RSfONS AND TRAPS, AS M 17'1 SOIL AMEND E S TEMPQRARY SEEDING RECOMIuIE~~ATIOPIS ~
A1Y'LY tJME AN4 1~ AttC41~N1C i(t SOIL TE815 OR APPLY 4,044 E0~"A191E GItd~4 AOWICULfl#Mft f dR SUMMER t u wry to-,o-,n I~iuzeti. UME'9itlwir A116 011D f
LOWER PORTION OF THE SITE. DIRECTED BY THE ENGINEER. 5. GRAVEL INLET PROTECTION RINGS WILL BASIN DRAIN REQ'D USE PROPOSED RISER OUTSET
MULCH SEEDING MIXTURE
SOILS: BE INSTALLED AROUND CATCH N4. AREA VOA D~NTION 80X PIPE APPLY 4000 -'3040 4~/AErAE Yi'~MN 'ffiCRAI. OR EQt1NAAENC COYER 9F NKR SEN~iMaE MUGCllM~G
501 IS UNIFIED TEXTURAL CLASSIFICATION BASINS TO LIMIT THE AM04}NT OF A 37.12 56,016 56,157J8 CUFT 7x5 72" SP£CE5 IU?1E (1l~A~CIIEj MATENtN.. Mk0.4H 6Y NRN ASPMMLT, R01ANG, OR HETFN10, ME~MC 15 t'f~ ~ x a.~, a.. GE#MdV+ MA.tET ~ AiNG`1QlMN0 MESik14 dM 5'~ 9L4Plt.
SM, SM-SC AND IN HYDROLOGY GROUP B. SEDIMENT ENTERING THE STORM
THE SOIL ERODIBIUTY FACTOR IS 0.24 AND DRAINAGE SYSTEM. ~jCH BASIN 1! THE PIEDMOHf NID M4UMYA~IIS, A SMALL- ~ MAY 9E 9U01TITU1E0 AT A AAl'E OF JD MAINTE~iGE - y ~
SHOULD HAVE A MODERATE EROSION RATE. 6. CUT SLOPES TO BE LIGMTLY 7.03 INCHES/24 HOI.#R FLOW USED IN RATIONAL FORMULA IM TNC 9ECOi1D .YF>MR 'UN{,E~S GR011A1! 15 FULLY 1E. M1N' IE MOMMA 41ik3E 0R 11NC~E A
NO SIGNIFICANT EROSION IS ANTICIPATED ROUGHEFiED BY OISKlNG JUST PRIOR DEPTH OF FLOW: w ~.f SEEDING L~1TI~S Y5`A1t, OUT M4MING IS H41 ~t'. RESEtD ~ AMD' MULON AMNiGAA ARFl~S M1N1'OA'K4Y• h
WITH THE NEW CONSTRUCTION. TO ~GETR~iING. THE SURFACE 4 TO ORIfICE _ ~0.40___~A1"2 WIER= 1.5 _Q_ II{"AMO'A,IMS -MAY i5 - AUO. ib ~ 1'0 ADl1f~lD9t 9.Q3 Ai EI10g4N AlK? 3~iM1ENf 1~11i1R01. ~ AN4 MiM1U?l 8@Il ~ ~ ~ .I
6 INCHES OF FILL SLOPES TO BE 64.4 3.367 P~ANIONT -MAY 1 - Al1G. ib HNi1tS. , COASTAL F'IAIM - AiNI, fdl -AUG. ti5 y:'
CONSTRUCTION SCHEDULE LEFT IN A LOOSE CONDITION AND ~.a.~ r:.
GRQOVED ON THE CONTOUR. CB DRAIN DESIGN Qp~N Af2EA DEPT+i OF FLOW so1L AMEI+~DMENTS - ~ .
PERMANENT SEEDING f'~Q. 3P FOR :GENTLE SL41~ES;, iOWAW ~ 0i 1011. TE71~$ OR AMM.Y 2.000 t8/ACRE gbD1114D A.Tt1RA1 4M1 AND
1. OBTAIN EROSION CONTROL PLAN 7. SLOPE STABILIZATWN 8Y VEGETATION NO AREA CFS N~IER L~GTH FT (1Nl ~fITH AWERAGE OIL BETTER MQISTURE RETENTI~?I'~k, A . 110 li/Ap~ t0»t4-t0 1~1 5~~.~ !4.
APPROVAL. AND MULCH AS NOTED IN THE 1 0.42 1.48 6,00 0.0058 (t/16) C40LER SITES; HIGH MAINTENANCE
2. FLAG WORK UMITS. SEEDING SPECIFtCAT10N5. ~2 0.1103 (1-5/16) 8. DU5T CONTROL WILL BE r~u~cH
3. HOLD PRE-CONSTRUCTION 2 0.71 2.50 6.0a 0.0167 (7/32) APPLY 4,000 91TMN1• A11D11pR S#WM 0Y TA[2tXiG MAIN RIMIIAI.T, METTMIG, OR A MUlCF1 AMCJIOANIC t . SEEDING MIXTURE TOOL. A OL4t ~Mlhl OI1RQ 011 il~lT 9Nt CAN ~ U90D AS A M1ilI'M AHCHOI~IG 1004. ,k"'~3 `
CONFERENCE AT LEAST ONE WEEK ACCOMPUSHEO 81' SPRINKLING fF 12 0.1564 (1-7/8) ~ ,,r~ n a , ~~f~ ~
PRIOR TO STkRTING CONSTRUCTION. EXCESSIVE DUST IS GENEiLATED. 3 2.70 9.49 9.00 0.1068 (1-5/16) AI T N G ~ T{JRF_t~ rAu M N E AN E ~ av
4. INSTALL TEMPORdRY GRAVEL 9 ALl DISTURBED AREI~ fERMANEN7{.Y AI11 MULCN ~.r 1~ PE~dE t MMD TMNO OR ~ IF fiR0Ml11i 1S NIyT FULLY At1E41lIMlE. . 1~ MOR,~ r
CONSTRUCTION ENTRANCE/EXIT. SEEDED WMEN FINISHED GRApE iS 18 Q.2905 (3-1/2) OR dTt~ QNw>A~. 0t,11EdRA96 V>A~ (10lh 200 • 254 4'
INSTALL SILTATION FENCE ALONG REACHED. 4 2.24 7.87 12.00 0.0413 (2-9/16)
BOTH SfDES OF THE SMALL STREAM. 10. TEMPORARY µEASURfS TO BE 24 0.2117 (2-9/16) SEEDING DATES ` ` >`d
S. INSTALL MAIN DRAINAGE PIPE AND INSPECTED DAILY AND MAINTAINED 5 2.22 7.80 12.00 0.0406 (1/2) IE1T A4 .
tJAE NINA - ~ A1ll. 11! _
JUNCTION BOXES. UNTIL S17E IS SfiJ1~Il,IZ~D. SED~IENT 24 0.214 (2-1/2) FUh k1kM1,11'r T1Aq~ AYCIp 9PM1G N1!!gL OllfliMl M>j 9~M14 t~6 MR4l~y1 0~ , , TEt?~P(~RA?RY SE~D~iG REG~~~T141~S ~ , ~ ~ ~ ,
6. INSTALL SEDIMENT BASIN AND S~ ~ '=Eq (}UT AFTER 6 0.81 2.88 12.00 O.OQ54 (1/16) • 24 0.1075 (1-5/16)' ~ _ ~ ~ Ta ~ ao ~ IE01E 4 N~Ar h ~ YOfl41~ w fM1.Y 1~ F{~R LATE Wit~fi''ER ~ ~P
DIVERSIONS BEFORE FIRST ~ k ,
CQNSTRUCTION ACiMTY ~G~• fit, CONTROL TO BE 7 4.02 14.13 9.00 0.2368 (2-7/8) , ~M r~{~ AM r`~ may., Sq~. ENflt~
7. flE~1. Ci~M~1"?' Cf'1~FiGTI01b ISHED~H PI~Q?~ 18 0.3788 (4-9/ 1 APPLY litE AMD F9RtNN81 .AQCA10l116 TD 90u. TES~s oa AtMIY 4~11I0 W~IE AND A~WCWl91M.
~ ~ ~ VEGETATION, CA BkS-:~iU 8 3.59 12.62 9.00 0.1889 (2~~ 9PHr31t8~ IYO[, (1~0/'AOlIt~ t011'i1011E AND 1J000 iR~l11RE t0-19-10 y.~ ~ ~ p. RYE ~ C;;y~
ACCORDANCE WITH LOCAL/STATE DRAINAGE PIPES.. ~ ~~-1 /4) AHNUAI t.~9Pf0EEA
CODES. REMOVE EXISTING g 4.22 14.&S ~ ~ (3-1/8) (K01E IH PA°`DMCNIT AHD , r a~,"-. CQAOTAL KAMA A1MiLY 4,~ ~E ~ E CI~ 0f ~ ~ AMIIIDR ,
STRUCTURES. t8 0.3912 (4-11/16) MORMIi M MOfMliAriMG? ~ M!W01 M i M~11 _ ~ N~R;I, Ilk lA` QIMM4[I~'.Nl~t A IA~pN 1Ni8M9~lA A i . " , ~
8. ROUGH GRADE SITE, MAINTNN BERM 10 2.71 9.53 9.~ 0.1077 (1-5/16) ;z. o1rT AMMtMI MMil1 81NIA1gN 0?1M?O~M1T 16 HOT To eerole aelit.
AT TOP Of SLOPES W~1LY. it15TAU. 18 0.2913 MAINTEI~lN~
SEEDIt~ DATES P81111i0t ACOpNMM 1D ICI aR AlP1,Y 44 i Np11M JAM. OR N6.; 1~I Lq 1i1 fis
CATCH BASINS, RE-ROUTED S~1A~ER. t 1 1.38 4.85 9.00 0.0279 (3/8) IIDIAIRwNi - A0¢IE 7100 IR: ~ 1; _ Ip1Y tb 91 NOY~, 1t-4-i, Ili-4-#. 011 ~P AY401 ~ ~p 10
AND DRAINAGE PtPfS. O~tIt111 ~0 I`t~ ~ -MAY t nws OiMI~ l,1p~ SO ~ tA0il1 ~ A taE1D?Tf 0F' II~MDr'R - JAN• 1 - IMY 1 - '
9. TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/4) 2.b~y.S NG~ AO 4 . 11~t0. Fi1f111UtE, A1lD MMICN MIIA9E~1 AR><A4` 11I1dB:Y, CQAe$~t. PUYIt - OEC• 1 -APR. t5
SCOPES. 12 1.31 4.60 g.00 0.0251 (5/16) 110!111 U A/P0M>r11 OA1 ~ ~0610H A113 SED10JiT COMTR01. PUMMIC ANB 0~16M MA1R~1 fd1 90'~ME'Al
y~~~te~ ~y ~8 0.1793 (2-3/16) NT SGIL AMENDME_ S ~,~,z.
10. COMPLETE THE FINAL GRADING OF THE ACRIC11l.1l,Mlt Af10 P0110R ~OIOM' +~:'M~ i~ 011 ~ ziea +
SITE. 1. ALl EROSION AND ~6AIf11ENT CO1V1RO1_ QRAINACsE PIPE >0 ~ ~M ~V~rME +e-ae- ~~t ,t,
11. PERMANENTLY VEGETATE AND MULCH pRtACTICES: wN.l_ ~ CHECKED FOR 7:4 INCHES/24 HOUR FLOW USED fN CALCULATIONS. MU~.~H
ALL REMNINING OPEN loREAS. STA81Lfl'f OPQN FOl.LS~1Nt~G SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. . ~ tM+"MOIi:~ ,~M(T. . at ~ ANG++aA11o ~ ~ 7Nrw A-.71~
12. INSPECT AND M,tINTA1N EROSfON EV~i~T 1~}F~' CiFf A~FSCING .1. U~ K A 1RIECH AHCMi1lI~1 . 1101. A pMK w111 litii~ th 1 QA11 ~
CONTROL MEASURES ON A DAILY BtJt IN Np. CAUSE L~~S' THAN QNCE PIPE DRAINAGE Q10 PIPE y~
BASIS. MAKE REPAIRS IMMEDIATELY. EdERY ~YEE~C. AID' 1M~E,DED REPAIRS NO AREA CFS SIZE D AN MA~~'Et~ CE . ;;fi
CLEAN SEDIMENT BASIN AT BEAST gE IhN~kll~LY TO q 3.58 23.92 36" OJS RORA1t~ 1i MIINOM IO MD? MiY E. AIiD r+~LCr1 a~+M1DM0aY FOt?ow>NO
aoeioN at o1NEl1 eN911t ~ "A°
ONCE A WEEK, OR AFTER EACH kMyWT1~l,1 AL1, PRNCi1CES AS g 3.16 21.11 30° 0.94 . rl
HEAVY RAINFALL EVENT. (~S1E~1~!. C 2.09 13.96 24" 1.02
13. AFTER SITE IS STABILIZED, REMOVE ALL z, ~.~IL,?. 8E II~YED FlIDM p 20.14 134.54 60" 1.00
TEMPORARY MEASURES. S ~APS.'EAGH HfAW +S
14. PERMANENTLY VEGETATE ALL REMAI#NNG RA~IN~ , °~It d!1 a WEEKLY E 17.85 119.24 60" 0.95
DISTURBED AREAS THAT WERE BASIS, W~,t. BE CLEAh1E0 OR F 17.26 115.30 60" 0.94
COVERED BY TEMPORARY MEASURES. itEPL/If~fl ~lEN ;$!E IMEhIfi POOL G 15.66 104.61 60" 0.88 f~ ~
Ftp. IQN-flRA PIIOPERIY. H 14.85 99.20 60" 0.84 r 4, .
3. SEUNAEIiT- ~Ll Bf ~IlklVED FROM 1 6.38 42.62 48" 0.70
BEHINQ ~Dl~if FENCE WHEN ~ 8.47 56.58 48" 0.84
IT ~CQ 480~i'i'0.5 FEET DEEP K 6.71 44.82 48" 0.73
AT THE F~~. TWE SEDIMENT L 5.86 39.15 48" 0.67
FENCE 1~1., ~E fES AS M 1.06 6.3t 18" 1.00
NECC~ TO wMi(~f~IN A BARRIER.
4. All SEgt~' A1~EAS tel. BE RIP-RAP DISSIPATER
FfR 'RES AS NECESSARY SIZED FOR 10 YEAR STORM FLOW ~ r, - 1 a~P . - £ ,:y
ANp A G TO ~ ~
SP£~~~ I SEEDING PIPE PIPE OUTLET 010 V10 L W STONE SIZf k My p" ke~4~ 1 ~
~ AIN A SIZE SLOPE CFS ~S F'f Ff MED MAX CHICK
Vi(b61~, ~IS~ ~ATIVE COVER. ~ ~~1 I~ 1
A 36" 109 23.92 17.92 30 15 12" 18' 30" E ~ ~ ~i, ~
D 60" 709 134.54 27.96 60 29 18" 27" 45.. 1 _
• h 1
a r ~ < Y. ~ u'[
~FY ~j +~l iii ii4i A~ a t,~ 1 TM" 6 _ v t
'Y: z Ht F, t
IN oil PRoJv&
OIIIlN B/' fJ AC MPIgVFD 8Y: C.N.D. M; PIM Enoteerift Coupo INC r: CALCURATIONS
DATE: 1-21-W Nql /q. P.O. ~x `~1
~ - /f~^KQRY, N.C. X601? Net p~a8n~~fawn.4X. (8~1~27-0931 DWG, MM7 , f(CRY, CATA 1~'BA COUNTY, C
r7
r w

{
~ /4" PUTS
V.~.
tY
F` ~ ALL J011~'fS TQ BE WEll~0
I~TAL C(~1TED TO RE"SaST g~~;• CORROSIDi'! NITER FABRiCAT10N
1'-B' ~'-8~ 3"
6`

Yt.
YV 30'
p4
5 z r ~rsit~
9•-~-
N.T.S.
4 r
+ AJ~

EMERGENCY ---EMERGENCY SPILLWAY
1$1~EL 1 " TRASFI RACK
RtAiOFF VOLUME (SEE DETAU.) -5' 6'
R RS -SLOPED
6 PYC REVS -SL fi PVC EyE E Q~E TO ~ Y ORIFICE TO SIOWIY
R3~kENSE ST ATER 995.89 RELEASE STORM WATER j
~ I I
I ~ SBARS06"O.C.
i TH waYS ~ ~
2.$9' I i
r ~ t I I ~ 993.Op i
I 993.00 1 8' I i 8' ~
I I _ _ _ _ _ ~ i I ~
i
i I 2' I 993.00 _ i ~
i i I 7- j, i 72" CMP 1 :1 i i t
~ DETENTION BASIN 5' ~T I ~ DETENTION POOL I
T i I SEE GRAD{NG PLAN
I ~ I i
I ~ .1 I i t 987.®9 i
~ I 988.00 ~ ~ IhN.987.®9 I I I i I i
I i I } I i i
I
I-------------------I
1~
TAI Iwo u~RS aF
B• a S 9ARS 4 6" O.C. TH wAYS
N.T.S. N.T.S. N.T.S.
roa#tfzr?,~,.k~

.
t'~
. i~~ij Y
`jtt ~a491fiitt~w~r
SHT. M" -40
ATLANTIC PLAN EIMGINEE i6 L"'M INC
gy m: ~ APPROYED OY: CMD
ate. 1_20-00 PADJ. NO. ,~c~ DETF,,N DETAII.?S (DKA 0t83QL.E CREEK INVESTMENTS LLC)
p PRGJ T:., Er, (928)32~t2521 FAX.• (8 1327-0931 e-iW/ati)lan*t+ llatiplan0mrtntx.com HlCRO[Y,CATA"ACO., NORTH CAROLINA

~ X
r ~R~{ -
`
EXISTING NUta~ OtRECTtON pt5t1~bi0E ' ~ ' ,
SWALE 9 08 1t10 ~ 1t10 300 s '33' E 15a.a5 ~ ~ L2a 23'26 .
, 3' 23.76 L25 S 23'26 3 E
L2fi S 25't~1 a6 E 400.24 ,r
L27 S 26'09 48' E 1 ~ a.97 ~ ' a l ~ .a7,
F~$I ~ . ~ r Q _ _ c a e ~ ~ a 1.28 S 2a'42 a6 w 5aa , w ~ot.39'
L29 ~ 65 2A 1:30 N 67'113 2d' W 100.37'
_ , 7o L.T. e' D~ 80 L.fT. DtSSIPATOR eQX L31 N fi7'UB'30 W 290.67
'~88-- CUB 44 TOP 851.8$.... _ lap RT 1.32 N 67'2252' w 8fi.2a'
EXISTilrG ,~ii:95 i? OF M 3~ w toos2 , v' L33 ~ 6S'05 1
8,2 DIA. CMP R INV 946.90 , _ - ~ a ~ ~ C~ l? C f L3a N 69'20'45' W 103.82 ~
L35 N 70'58'52 w 55.66 t , l39 N 09'53 32 E .68.29 tea,
USE SA#1E TYPE , . Sp 94 INt,ET GRATE AS ~ . L40 S 70'31'40" E 35.51' _
iSTtNG CATCH BAS1N - _ 990.0 EX L41 N 09'53 3 ' E 153:83
USE SAME S12E 79:'3 PIPE AS EXISTING ~ _ y`'~ _ L42 N 09'53'32 E 33S,a3
_ \ ~ 964:40 Lai N 09'S3'~1 E 95,92 l44 5 7t'46'4a E x49.78 .
30 9~`. ~ t g... WA _ - ~ . s,.
P1.uG/eLOw oF~
1 `ti: x Yl` ~xi
w _ ~ ~ ~ ~
r ? $g ; TOP 995.5
0 ~ _ _IN~ 487.5 ~ ` F.H, )~~1 . ~'.i~ r
~ ---r..~.
i ~ ~ ~ ~ I ' TEMPORARY AROUND ~yf~, ^~ii
1(
+~ETRO ~ , ~ _ , ~ CONV~Ni"!0 I _ vpr
N CENT~'R t ~ ~ a - vi 3 F..4..
~ ~ 1 TOP i 007. r, _ _ _ - - ~ ~ i ~ INV t002.3 it
~ i
~ - _ I r _ I~ ~ • ; ' 1 - - - ~ ~uI~pRI~ ~ ~ ,~h'~ s1?
. ~ R. OuLT~t ~ 1 ~ ~ ~ -1 ~ f ~ _
_r._ TOP 946.25 ~ ~ ! '
llM. 990.25 _ ~ ,
HICKORY-CQNUVER TOURISM '*l~i- _ i ~
DEVEi.OPMENT AUTHOF81'Y , , ' ~ f 'i , 1 ,I t I i J l ' ,fig ~'i k ! t 1 ~.r ,
~ ~i - f' \ f
i , , _ ~ ~ ~ ~ , . ~ r \ Cf~'',
. - \ 1 ` ~ ~ ~ 1 ' ~ 1
, 996.
s£ acv .a- ,
STFtE~ ~ 1 t 9TH r - :key
.~r - _ ~ ~ - ~ ~ , . ~,X ~ '
~ . i • 2~ - - _ ~e._ ~ ~ _ ~ ~ ~ m _ n
- ~w ~ ~ z
1 , N o :
0.53 AC _ ' ~ ~ r. ` t 't; , v.
ELWOOD PERRY , y ' ii;' ~ 7 ~ k t0~ 6.~ ; ~ ~ ~.1'~, ~ . uN - { _ i ~
~ ~ iQ I / - ~~t . - ; _ _ r ~ . ~ '
- - , , ~ , ~ ~ rf _ , r ~ ti F ~ - ~
w ~ , $ - +
- _ ~ . ~ ~
r _ I ~ ~ ( ~ ;,4
r.,-_.1 .
~ ~ J; , ~ ~ _ _ ~ ~ ~ '`l, _ .
_ _ - \ U w , , . ; ~ w. ~ ~ Milt t~39
~ _ ( ~ , ,k
J C - ~ ? . fib' ~ ' _ ~ ~
. _ 1 ~°e' a' ' - ~ ~ l ~
, ~ - - r , ~ ~ ~ ~ i E t i _
{ ~ . _ ~
. ~ ~.~1
. . - - _ F y r w...
93 _ NC _ ~ j ~ '4.. i ry
_ ~ ;
~ w _
_ ~ _ ~ l5 . i ~ R .y, ,
~ -
~ ~ ~'I ' ~ ~ `1 t
_ - ~ tr?'L
~ - ~ n >i ~ _ , , ~ ~ - - ~ \ ~~TIANDS~'a`~U1P
eow \ ~ ~ ~ ~ t~A~~ - . ~ .
f ~ - ~~~I , s~t
_ _ ~ ~ . • • 0 `4 , ~ _ err ~ \ ~ ~
~co ~ ~ ~ - _ _ ~ ~ ; j _ TOh l . , ~ ~ ~
1N 1 , _ , i %
i ~ i • a
~ ~ ~ ~ ~
~ ~ S ~ ~ ~ ~ ~F
~ r ~ ~ - ~ - J~ ` s d - 4~
4~ W i
~ dl ~ ~ RTjs H.
b SfR S ~ ~ £R ~
~ Sp ~ \ ~R 5 a.
~ ~ '~T ti ~ w . _ ~ : , ~ _ _ -
p ~4Z ~
~ ~ ~ .7 \ l t 1
~ ~ ht ~ '~"~~Tlll ~ '
S r,
~ ,
~ ~ y ,
I LEGEND ~ ~
~ gip'
PROPOSEfl ~ owls
T T~~ .734 ACf~E~ 4 26 PROPOSED SILT iENC~ \ ` - ~ i f Y k:l~
1
Z4N~D C-4 ¦..I. PROP06ED Rw-Rw Da~w?roR ` , `ti.
N BEkIC +1kt, OF DEED 379+{~ ~ -174. PROPOSEO stoPE oRA1 OE1D ti~lr-33;i. DEED i~'t~- ~ 1 11;
PROPOSEO GRtDE u?rE IIAN~t dr OEED 475-~, M t . ~ 1 ~ ..s
%A1' iQ-1.6~ DESCRY N 13 {
PROPOSED OARRSION SWALE ~ ~ ~ ~ ~
[~Q PROPOSED CATCH BASIN /JUNCTION SOX k4 Et#1gYDI ~~ti S~ j j~
~ ~ ~ PaoPOSEO DRANIIGE PIPE PMi: 3712-19-60- i StJO - 47 -TAX MAP: 10M-4-?,3 ~k 3112-i9-64-13'~i - t t -TAX MAP: 9f111-i-13A
_ _ ~ PROPOSta SANffARY ~N'ER P11k 37`~~-i9-60-5 37 ~ t210-795 -TAX MAP: 11N1-1-57 ~ ~ +
PNk 311'1-19-70-0 . ~ 90 313-121 • TAX MAP. t1Nt1-1-5AD -ru ur- PROPOSED WIO1rR UNE . ~ _ ~ ~
R 1 ~'S' ,
~ EXISTMIG SANttARY SEWER i
C1- -0 EXISTBIG CJITCH BASIN . ~i . ~ ~
- - - - EXISTING DRAN9AGE PIPE - /,}fir n ~ 4 + ~ h. O r• , l~~~d a ~.rq° A
- - - - EXISTNIG WATER LNiE .4.0l1F1 r` `cY
Fn~CTiwG TtfP0~5AWUC COHfOUR
SHT. fow rA4JECT
a: se PHASE i a-m-ao : nusc s oxwMa 06-07-W 1,~AII~C PUm, FiIICWIIg Corp. °RM"" ~
DALE: 6-1-00 P.O. BOX 1691 PHASE 1 CONS CTION r
HICKORY, VC Z8603 DWG. MQ.* nail atlPlankonninc cam m i to 0!! Rio
PHONE (828) W-2621 FAX. (82&327-0931 e-mpilatlplangi
k. a ~r

C s`.~
a
EXISTS ~ SWk.E ~ NiltR t3?Rf CTiOEN DiS'~MJCE PtP£
~ S1
~ ~ Q ~ ~ ~ ~ 4 3' B 33" 1 ' .,4 L2 S 2 2 E 5 x
~ T r~, ~ _ e,~, l25 S 23'2B 33' E 2,x:76' , , 128 5 28"09 46 E 4(}0.24 911E
1,27 S 28'09 46 E 1 }4.97 ~ ~
s ~ r W _ > ~ L28 S 24'42'46" W 544.47 ,'ss
129 N 65'44'2a W }0}.39'
~ ' 70 LFt. 01A i~E ~ ~ I.FT. OtSSlPATOR 8OX L3Q N bT03 28' W 11)0.37 1
44 _ 1.31 N 6708 ~ W 290.67' l32 N 622 52 w ~.2a
EXISTING T~ 95i.~._ . >3.2' OIA. clap ; _ l s 4 1.33 N 61i'05 37 W .100.62 ~ }
~R L34 N &4'24'45' W 103,82'
2 C INLET GRkTE AS ~ ~ ~1P . l35 b 70'S8 S2 W 56.66
EXISTING CATCH Bd1S0+1 ~ - ~ Q} USE Sl+1~4E St1E t39 N 09' 32' 168.29'
PIPE AS EXI~TiNC~. ' ~P 99'O.D ,1 - _ ..3 , 140 S 70'31'4(1" E 38.51' l41 N 09' 32 ' E 153.93'
--._.,....y - 142 N 09'53'32' E 335.43'
984:40 l43 N 09'53'31" E 95.92'
1,. x.30 _ ` _ i 2' WATER L44 S 71'46 44 E 449.78'
~i PLUG/BLOW OFF
~ ~ ,r _
s., ~ ~ ~ ~ ~ _ , ; ~
TOP 995.5
{ b ~ F.N. -ears ~ {
~ ~ j ~
,,1, ~ r ~ ~
H!C}~pRY ~ I ! I ~ .
ONye ~ ~ • ' NfitpN CEN i ~ ~ ~ - ' TAR j
~ ; f r._. ~ ~ T~ i007.
INV 1002.3 _ ~ ~ ~ ~ ~
i; , r 1 ~ ~ ~ ~
_ ~ j ' I ~ I
j~ ~ - ~ i ~ - _ __r_ _ _ R. LT ~i . I . ' I
. _ _ . _Y .TOP 996.25 ~ _ 1 a ~a
~ 990.25 / ~ ~ ~ ~ `t / ~ w . HICKORY-COFtOVER TOUFtISf~l - 1 F
. ~ - ~ DEVEt,OPkfENi AUTHOIQtTY ~ ~4 - - ~r ~ ` 1 i -
1`~ i
~ I ~ . 'r ter,. i , _ _ ~ - f l ~ 1 _
a ~ zr ~ ~ i , {
~ l(~ _ _ ~ ~ \ A i ~ ~t
~ 1 - ~ ~'r - J ~ 898. , 4
~ _ ~ 19~ S - ~ ~ - ~ ~ , i I
1 _ ~,ti~ i
' ~ , ~ , ~ ~ ~ ~ ` r
_ ~ ~
z ~ _
~ 4.53 AC ~ t , P i a
UMOO© E i, ~ ~ ~ V . a
f ~ ~ r ~ _ i ill, ~,r+''" i ` & N ~
'a~, v,.... 1 '~7 I ik / l[[[ 1111 R
- t - _ ` ' !;VjJl (T
- - - x_ ff} - - ~ ~ ~ ~ - _ ~ ,w 1 _ , i
_ _ t• 1,Q t a _ ~ _ ti ~ ~ ~ _
' _ F- _ i } u / ~ r. ~ ~
t J _ I ' i" ~1
. ",r:
_ - ~`L 1. _ ~ _ ` . } 'j' . _ ~ ~ ~ ~ ~ ~ . ~ i I ;.'r~:
~ ~ _ _ , _ ~ .5 " ~ .ter 1
Y ~ ~ ~ ~ ~ ~ _ J I
~ ~ ~ ~ 7 . 1. ~ t i
3 . } t _ -
~ ~ ~ \
i _ t ~ - ~ , ` , ` d. _E..
~ ' - ~ a... . ~ ~ i 'J'am ~'Y _ l _ . _ ~'s. ~ ~ ,.r' ~ _ s
e , \ _ T ~ ~ . M ' '
~ r ~ ` ~
_ r ' ~ ~
, `1~ ~ ~ ~ ~ - _ ~ 1 ~ ~ ,
. . ~ _ _ ~ i ~ + y '6• ~ ~
~ , ~ r \ _ _
~ _ , j4 ~
~ ~ ~ _ _ . ~

C _ - . e.
_ _ d , ''t', , , . ~ , , e, ~ _ p~.
, ti, _ ~e, ,
~ rx~~, ~ ~ f ~ ~ ~9 ~ ,
`a. ~ _ „ r-- ~ ~ ~ . ~ d' ~ .
~f - - r i~ .i,~ ~
! v, ~ ~ s s ~r , ~ „
~ ~ ~ _ f Ct ~ , _ ~ CU _ ~ ~ ~ 1~,.
. ~ r. ~ URT s a ~ ~N ~ ~ ~ ~
M S `0 ~ qU FR ~ X ~ SF ~ _ _ ~ / ~
~ R ~ sr t i ~ ~ R ~ ~ ~ _
Rro ! ~ ` ~r 5 _ j f - A. r
P ~ (,q ~
~4 ~f Y \ _ ~ . r - ~ >
. ~i k ~ r
+ s ~ k " ~ ~
t ~ ~?s~
x ,
LEGS ~ 1
1
warost~ ca~sTweT>oM t~wlrs ;ti _
'~A 2$.73~~ 5 PIIOr43FD 9lT iEMCf ~
s ZO ED C . ~ ~ ~L iti}h~
~ ~~o 'NOP03ED 9lA'E OIIMI BEING ALL D ;'4
OEEfl it?5- t(
PROPUB~ 01010E l!E R Of LL' 1? PUT t6-104 ~ i ~
r~or~p o~san l1MtE F i Yti3 ~:'t1. ~'~,.a
p~rip cats e~w / ,luncTlo~ eor M*,
~ s a. wlovoe[v oauwa r+lrc Wlk 37i Y- t si-80- t 530 - a - t~qc i~ IOM-e-~~ 1
PIMI: 37i2-19-64-1371 - t -Tip( IMW. 2JA - - ~ vROrCSED SANfTM~r lLM~R Pwl: 37f2-i~-60-579? • 3 Ip1R-795 - 1~ tr~P: i-S7 ~
PN~ 3711-19-70-0347 • 9 fpT~'1-128 - T11~ wIM: 1 1-SaD ~ ~,t~~ ~+.r ,rah
~n- PROOM® HATER ll1E t t ` ii
O' E7f19TM4 SMIJAR7 S~ ~ ~ • 2~
o- -o oas»WC c~ EM6I~ r r ,
- - - - ExISTNIC OA1tNOE wec i ? P ~ a
- - - - E1(Q1r16 r~ATet u~ ? q Y~f ?..e *k
_ E'XI!lIIM6 o011toUlt Mfr y~
!1b ,t
. GRww w~e?-oo : wvsE x c+waN OS-W-00 ae sr Afla11fiC Corp, Pba DATE: 6- , -QO P.O. BOX 1691 4NT. NAME
4
HICKORY, N.C.OWL NO, AM- PfiONE• (M) 327-2W FAX.• (82327-0931 e-mail etlpfuNrn PELASE 2 CONSTRUMON
nninc.wm

• ~w .

_
IR ~
~ j» ~ i.23 ~ 24 2$ ~ ~
EXISTING 1.24 S 23' fi`3~` E .154,45'
SVWALE - ~ . 5 S 33 36 33 E 239.76' L2 F ~ ~ 4
~ _
~ ~ - A j DISTURBED ACREAGE = 26.48 AC. l26 S 2~ a9 ~ 00,? 7 S 2$'4 j4~ ~ f t4.9i~' THERE IS NO OF`f' SITE 94RR4W OR WASTE AREAS, L2 8
~ t F ~ _ 2e _ ~ SITE TO BALANCE. 8 24"4 4~' V~ _ ~A~4,4~' L2 5
1 - 0 40 ~ ~ 80 0 $0 16 2 ``rte ~ 29 N 65'44`2" 109.,9,
~N \ ~S S l., 4 ~ N 67'0 $ W 40.3 1.30 3 a _
rn _ L39 N 62'08 30 W 29~.' ;
t ;r "w 86.24 L32 N 6 22 52
1 = - c a e ~ s, _ tr ~ 1 SOX L33 N 68'OS 31 W x.62
~ , ~ a~ ono EXISTING RttyG f qE CUE1, ~
. ' DIA, CMP Ft O~G 1` 8 2 ~ _ _ F'E' , t _!kST,~ ear ~ L34 N 69 20 45 W t a3,r~2 ' Op 4 l
INV 946.90 - tEq ,1 pF 35 N 70'5$ 52" W 5f+.6a5' ,l 1~l L ~ SE"iy
USE SAME TYPE ` ` ~ t?'~ t ER L39 N 09 53 32 ~ 168,29
~ - tN INLET GRATE AS ( ; ' _ ~ ~ 9 2 _ . _ 4 L40 S 70 39 40 E 35.5 rA+y ~Mp
EXISTING CATCH BASIN / - 9 1 3.83' gZ L4 9 N 09 53 32 E 9q
US~E SAME SIZE 1.42 N 09 53 32 E 335.43 _ SED1FilEENT.IRAP
P P A XISTING _ ~ ~ SEDI I E S E ~ 1 - u' L43 N 09 53 39 E ~'a.9~ F1A5E _ ~
~ DINS. _ 1.44 S 71 46 44 E 448.
_ '1r"~-- _ - _ _ _ 9 7 PiPf PtI~E
CONSTRUCTION ~ ~ - - _ _ -
ENTRANCE SEI,~1 BAS1 LEGEND ! ~ ~ ` ~ HAS ?I 'rIN ~ - ~
S ~ ou G~ G M . L Irc G _ _
! (TYPICAL) ~ I ~ , ----u?a~s PROPOSED CONSTRUCTION LiAi1TS _
~r ~ ! ~ !
PROPOSED SILT FENCE ~ ' ~
_ a _ _
~ ~ a1i1r PROPOSED RIP-RAP DISSIPATOR T1~?1PORARY ROCK ,
PROPOSED SLOPE DRAIN FILTER' H E I ~ I ~ ) , i 4
! ING A~Nfl, Bt~1NG ' ; ~ ~ v
PROPOSED GRAQE LINE 1 ! ~ NICK ~ i , ~
pRY M ~ fTRp ~ i PROPOSED DIVERSION sWALE CONY ~ ~ ~ ~ 1 ~'1 1 , ,
~Nfi10 - ~ ! f N Car I NTER i , ~ ~
(}IMQ PROPOSED CATCH BA91N / JUNCTfON BOX I ; i I _ _ - ' PiP YIN R TA TEND ~1U
~ ~ ~ I s: ae ~ PROPOSED DRAINAGE PtlE ~ ~ ~ ' J E B TE 5 E ,A 4
~ ~ ~ ~ ~ ! CONSTRUCTION ~ ~ ~ B4X
- - PROPOSED SANRARY SEWER ~ ! LIMITS
--~t~ u~-- PROPOSED WATER LINE _ _
' ! ~ ~ _ _ !
~ EXISTING SANITA4iY SEWER _ ~ . ,i I
~ _ --Q EXISTING CATCH BASIN ' ! ~ ! - - - - B9 ~
HICKORY-CONOVER TOURISM ~ ' ;
- - - - EXISTING DRAINAGE Pi~PE DEVE f - ~ ~ ! LOPMENT AUTHORITY ~ i
- - - - - EXISTING WATER LIME ' - r ~ 1 ~ I `;AUNDRIA R. COULTER !
~ . EXISTING tOPOGRAPHIC CONTOUR ~ ~ ~ ~ ' / ! I - 4
. PROPOSED CLEARpJG LIMIT _ / ~ i ty I ~ ~ 4
r r , I
I - lp I - ~ ~ ~ ~ ~ ~ 1
i;
~ r ~4
1-~ t _ -
- , I
' r - - ~ / ~ 1 _ 11 ' - ~ ~ ~
_ _ ~ I ; - / / I s ~ ~ _ ~ '
/ _ 11 ~ ;
~ ~ ~ ` ~ _ 1 , , ~ ~ I

' WOOD PERRY. ~ EL ~ ! t f ~l r,J ~ I rl
STOC 1 ~ ~ ~ I ~ ~'~'-~F , KY~p fi ~ ~ ~ ~ ANp - - at,~/`p s~~ ~
CO f 1: Il• MPgNY - ~ t 1 `RS ~ I (~Yp ~N I ~ ' ~N s ~ ~ ~ ; + t~
F S I _ i ~ y `1 . r IE •I 1 ~ ~ J • -A~ °.~i
~ A , i \ 5 '~T 1 l ~ ~ ~
W _ - - - - cn ~ - _ I ~ i
~ ~ I W r _ ~ - ! -
I ~ I ~ - t i ~ i
- - / ~ - _ ~ I I ~ t I f ~ i ~ r' 1 ~ ~ J
DRY-CONOI~R T(wRfS~ ~ 4D , Ci ~ ~ i ~ I ~ i
w l~EVEL,OPMENT AUTFlOR~'Y ~ ~ - _ _ - 1 f ~ ' ~ i _ ~ ~ ~ ~J ~ ' _ / ~ r
- - ` , ar- - i ~ I -
I ' ~ _ f„ - _ - ~ ~ y
HANC ~ _ - ro OC ! p S i K ~ ~ , , tp l ~ ~ _
F ~ 3~~ S 1 AB ~ _ , RIGS ! 4 1, ~ i i j
1 .S Q4S ~ I S , ~ S I t
~ ~ ~ ~ \
L _ ~ ~ _ ~
_ ~ B~Ir o 50 0. \ i
, ! \ ~1 ~
~ _ _ i ~ ~ ~ ~
1STH AVENU P E LACE SE ~ D~ ~ ~ ~ ~ ~
Oj / - kY ~ TOP 1046.54 _ ~ ~ ~ ~ ~ ~ ~
~ ~ i S
~ ~ R / - ~ ~ ~ ~ ~
1 ` ` / l ~i. ~ A I ~ ~ ~
` r / CONSTRUCTION ~ ~ ~ ~ ~ ~
ENTRANCE ~ ~ ~ l ~ ~ ~ _
t ~ - t ~ _ _ _ ~ _ ~
~ / I~VG ~ 1.
RUCTION +~-lEY CONST ~ / ~ ~
LIM(TS ~3 N4D l tNf ~ '~o , _ ~Nf /
c~-- ~ / MA,gCp ` ' _ YO~ ~'t r \ F,q ~ . ~ ~
- - _ _ - - ~ ~ ~
4 "'s ~ ~ ~ ~
` ~ , ~ ` / ~ ~ / / `
~ ~ `GL ~ ~ ~
W ~ r 2 ~ / ~ . ~ 1 /
T TA ~ L R 74AC 6. ~ W ~
J f" ~ ~ ~
-4 w ~ ON ~ z ~ 1 ~ ~ ~ U ~ ~ ~
_ 4 ~ ''s. BEING ALL OF DEED 379 i80, DEED 947-179, ~ i s. C - ~ UR ~ _ s,
r DEED 1125-332, DEED t 2 t 0-795, AND THE RE- iJ r, H, ~ s ~ h ~
O T t MAlNDER OF DEED 475-86, AS WELL AS lO W~ \ ~ 9 US ~ ~
PLAT 18-104 DESCRIBED IN DEED 13 t 3-128 ~ ~ QQ S ~ ~ v_ ~ R i ;w
r qR \ 4~ y+ f
1 Tp 1 w I ~ N ~ ~ ~ ~ sir :•n~.+ ~,i
1 ~ ~ p PIN: 3712- t 9-fi0-1530 -DEED 415-86 -TAX MM+: !QH-6-"9.3 G ~ " ~ i~ pr. ~Nta~nt~t.F
_ ! ~ PIN: 3712-19-64-1371 -DEED 1125-332 TAX ~f"• 4~-d~-33A C9 J ~
I : 71 -19-60-5792 -DEED 379-180 1214-795 -'FAX 1111~R: }11;~Mi-1-57 ~ PN 3 2 ~
,-r.n .n -fn nt~n nrrn Ml_~7e/1212_171! - t1Y 11Y1• tAl~ht.?5Rf1
t'IN: JI IL - I'd- fUV.7'tf - VGCU 7V/-II.7/ I-'v%0 vav ..r.. ' + ' ` '
SHT. %WE P00ACT .90.
Pun + FOODS9 INC
ORWM BY: [@, 10-G MC 99, oNO 1w. ae 1-17-4w 4-2t-b0, 1-26-00. 71-00, 2-9-A0. 2-10_11 WMM OF EAO111~I ONWAX 05-0-00 P.O. 80X 1691
W: ,z-1-99 X1CKORY, N.C EROSION CONTUOL PLAY era cRB*l.e car wvESrnENTS ccc
Owl No_- PIP Pf E (828) FAX (8M 7-0931 1 HICKORY, NOR M CAROLINA
~k

CONSTRUCTION SCHEDUL
EMERGENCY SPILLWAY
1. 08TAIN EROSION CONTROL PLAN E APPROVAL.
2. FLAG WORK LIMITS. RISER PIPE POR
3. HOLQ PRE-CONSTRUCTION PRINCIPAL SPILLWAY
CONFERENCE AT (EAST ONE WEEK
PRIOR TO STARTING COiJSTRUCTION. TRASH RaCK FREEBOARD 1 kNN,
4. INSTALL TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT. ~
5. INSTAtI. SEDIMENT TRAPS, ROCK DAM,
AND DIVERSIONS 9EFORE FIRST ~ EM~ANKi;~ENT STA$tI.IZEO
CONSTRUCTION ACTIVITY BfGIMS. II WITH VEGETaTi4N
6. BEGIN CLEARING CONSTRUCTION AREA, DRntNnGE H04ES II-I BURN Oft REMOVE STUMPS IW WITH GRAVEL ACCORDANCE WISH LOGAL/STATE II CODES. REMOVE €XISTING ~ ~ ~ STRUCTURES. 2:1 SLOPE MAX.
~ i
7. ROUGH GRADE SITE. MAINTAIN
BERM AT TOP OF SLO?f DAtIY.
WSTAI.L CATCH BASINS, IAtt.~T
STASILIZEp
PROTECTION, DRAINAGE PIPES, ANTI- ANTI-SEEP OUTLET
RE-ROUTED SEWER. AND FLOTATION ~~~~,P~ COLLAR MIC#PAL
TEMPORARY SLOPE QRAINS. BLOCK SELECTED Flit, ~~~Y ~.LWAY
8. TEMPORARY SEED CUT AND FILL A DC COMPnC~ S CUT-Oil TRENCH Rfi~L ,
SLOPES. 2 DEEP
9. COMPLETE THE MAIN GRA~fNG OF THE
SITE ABOVE THE SEDIMENT BASIN,
AND SEED.
10. AFTER VEGETATION IS ESTABUSN£D ON j~°~' ~i MAIN SITE, BEGIN FtNRL GRADING OF N:T.5.
ROADWAY. N':T.S. . ~
11. PERMANENTLY VEGETATE AND MUiCH
ALL REMAINING QPEN AREAS. ~KM w ~k '
13. INSPECT AND MAINTAIN EROSION ~
CONTROL MEASURES ON A DAILY ~,f°k,,,,s ~ ~ .
BASIS. MAKE R£PAJRS IA~AEf31ATELY.
CLEAN SEDIMENT TRAPS AFTER EACH
RAINFALL EVENT.
14. AFTER SITE IS STABILIZED, REIuK~fE ALL
TEMPORARY MEASURES.
1 S. PERMANENTLY VEGETATE ALl REAIMNItJ~ •.i
DISTURBEO AREAS THAT WERE -
COVERED BY TEMPQi~ARY Il~$,
'~M~. ~ ~ r' ~ y . ~
. .-9 r' 1, ~°L ~ ~Y(
t'-1' IMI. 4 'k
~ Wfi~ED STONE r = -s,
L 5' MIN, ~ s wu~. .
1.5'
Nr
~ -6 wb. . 5' biAX. ~
r
0 {
~r
FROSIQN CQNTROL CM.CINAiTTUNS i I i i !~R f1~1lIC ~t2 ~ RAr ?~.T,s.
(SUPPLEMEAFTAL CALCUlAT10NS)
S,~OIMENT TRAP crmss sECnoa
SIZED FOR 1800 CUFT/DISTURBED ACRE.
TO BE CLEANED OUT AFFER EACH RAINFALL E17EN~.
TRAP DIST. REQ'D DEPTH MhQ?H LENGTH OQ~1N DAM
Nn aaFS voi FT. Fi_ FT. FT. ovt~a. e•
A 2.53 4554 4 24 48 4. 14 a FOR S~Ttt.EMENT
6 0.28 504 4 8 16 }.0 4 -
~FDIMENT BASIN s ' ~ - - 2. t 51DE
SLOPE MAX.
SIZED FOR 7800 CUFT/DRAINAGE ACRE. FlLL fI~TER 1~1 i ~ i SIDE aMINCY 8Y-PASS ~ 6 BELOW SETTLED
TO BE CLEANED OUT AFTER EACH RAIh1FALl. F~cic sp DRAIN REQ'D DEPTH NHOTH LENGTH RISER •AAiMEL SL kfA% TOP Of DAM
NATURAL GROUND
AREA V9L FT. fT• FT. Lam, P~ W
30 54,000 8 60 1 7 g ~ 18•
SEDII~EltT TRAP
RIP-RAP DISSIPATOR FQR PIE'E "Ts
SIZED FOR t0 YEAR STORM F1AW rww o w ~ L q
LENGTH ffi ROCK DAMI FT
PIPE OUTLET Q10 V10 L W BYLINE SIZE No. oeru~ rt wron+ er ~ R n P FT M K w ? z~ ~e 4a 12
16 4
8' 1% 620.14 15.82 80 60 12 1 32" ~ s e u
~o~,

.
S
~F ya,,a `4 .w•c
~ ~ y. ~i ,y ~ 5•
rrl,...
DRAWN BY: Ea APPWAXM W. «o ATLANW PLAN ENSINEERIIITG CO] vc car. ~ FREs~ wooP~c.
p~ ~-56011 PHONE.• XFAX- (80 327-0931 e-mail atiplaMC
ate: 05-05-00 NM - r- 7 f~NTAL H~'#'~S vrrA cRr~ce c5e~x nv nnrrs cdc'
it atlplansCOrrninc.com HICKORY, NfORT1YCAROL/NA

a
r~
t MP E ORARY SEEDING RECOMMENDATIQNS PERMANEN"I ~ 0lNG N0. 1 P FUR : T
NARRATIVE EROSION CONTROL PftACTIC,~ ~~?OS10N CONTROL GAL~y~jA71QM~ 5 ~~P SL4P~S FOR FAtL
POflR S©ILS; LAW MAINtENANCE t
PROJECT DESCRIPT,lQN: ~-CQNSTRUCTIDN RUk_~,flfF
THE PURPOSE OF THIS PROJECT IS TQ 1. SEOiMfNT BASIN WITH RISER BOX 10 YE,4R STORM FLOW USEb. iN T SEED G MIX URE SEEDING MfiXTURE
CONSTRUCT BUILDING AREAS FOR CONSTRUCTED A7 LOW PAINT TO S.M.A.D.A. 6.26 FOR WINDOWS ~~s RAJE cLMA somas ~ ~ur~c) RYE ( ~2a TAI,{, ,oo
FILTER RUN OFf FROM DISTUR6ED COMMERCIAL SITES. APPROXIMATELY 26.49 ~R~ 31.72 ACRE DRAINAG€ ~r
ACRES WILL BE DISTURBED DURING 2, DIVERSION SWALES TO DIVERT RUN 6.26 INCH/24 MR lAfT~JJSI'h' minute T.O.C.) } G ~ iwiE 1 10 EED N DA ES
CONSTRUCTION. OFF TO SEDIMENT TRAPS. Q'~0 = 35.59 CF5 ~-AUC.,s-a~c.,s SEEDING NOTE
oo+~. PINN AwD ~ - AUO. r3 - oF~. x~
SITE DESCRIPTION• 3. TEMPORARY SLOPE DRAINS TO TAKE ~ P~MONr ~ ~ w6jAfR4E PE#IiA00U, ne~wrelw~ oR ,o ui .
THE SITE IS SITUATED ALONG AN EXISTING RUNOFF QOWN THE FACE OF THE @9~K ,HECK DAM salt AMENDMENTS Cam ~ a ~ tMR;#i6LY ~ A,~, 2. Af1ER MJG. 1~ 1lSf WN~+11~p ,
SLOPES TO PREVENT EROSION ON SIZED FOR 10 YEAR STORA~ FLOW FOLItiW 5tR1. TQ~f9 OR APPLY 2.000 t$/ACRE fiflQl~p>d AthlR+1l UMfSiOt~ NiD t.4DU t$/ACRE 3. NpIEdIE A t~'itt APN~WYiCE r5 DCI. tNN4' 9~°11N~A drq ti,~i~lfE t$ t~iYq~ WMM6 Wr #5 ro-ro-~o ~~ra~me. w~Aa~E ~+ruaw~. ,
SMALL VALLEY. THERE ARE EXISTING DRAINAGE Q10 WEIR DEPTH OF FLOW i, t0 Blcl'~D BPRNMi S~OMIO DAT[S 1k1Q +MJME. A90 43 W+~ NUI,t6U $pplUaeiRIrABS. ~ tr $
STRUCTURES TO BE REMOVED. SLOPES ON THE FACE Qf THE SLOPES. gREA CFS LENGTH FT (,(ty) MUI:CF{ ~ro~~AN6~w~r.
THE SITE RANGE FROM 3% TO 50%. THERE 3 CONSTRUCTION ENTRANCE/EXIT 26J4 35.59 25' 0.58 (6-31 /32) APPLY A.000 L8/MG~IE STf~. NVG4iQR StWi$ 9a' 1A~(;14AMG MdfH A3P'}N1.T, NEYTN~6. OR A MULCH NVGhK1R1N0 NURSE PLANTS
IS NO EVIDENCE OF EROSION AT THIS TIME. PLFtCED AT ACCESS TO PROJECT. 18G1. A 0111( 111Tr1 etJ11ES 9ET llfAllt.Y ;ItIM~GH1' CAN ~ VSm AS A MIkCN ANCiIORRIGi TOOL wAY ~ ~a A/'JE) 10 ~/ACS as~rwN war nR ,a ~rA~c vRraR ~o v
VEHICLE TIRES TO $E CLEANED OFF SEDIMEN7 BASIN MAINTENANCE , OR AF'16t Auo. ~o a~AOaE RYE cam. .
ADJACENT PROPERTY: AT THIS LOCATION DURING WET SIZED FOR 1800 CU.f?./ DRIUNAGE AREA REP4NR Nro A~ 6AAYV~'0 Ads fpN~E1MATELY. TOF'ORIE.~ MTN so L1<A flP wIF1Ep0E~i iN IkARCH. ~ ,
LAND USE IN THE VICINITY IS WEATHER, BEFORE EXITING THE SITE. TO 8E CLEANED 4UT RFT~t~ EACH HEAVY RAINFALL EVENT. SEEDING ~JATES P' rt ~ 111:1'Y To oRA1rr 9EYQtb t a, o4~1s65U ~t1 sD u/AC~
COMMERCIAL TO THE EAST, WEST, A?+ID 4. SILTATION FENCE TO BE INSTALLED AS TEMPORARY BASfN TO BE RETAINED AFT£R CONSTRUCTION AS (I~KIM1011T ANE1 ooASTAL oR KOR6W ~ w LATE ~Rt1ARY oR EARCY
SOUTH. INTERSTATE 40 TO 7HE NORTH. SHOWN ON Pt,ANS. OR IF DEIENTlON BAStN. OfMENSI0k5 ARE APPROXIMATELY THE FAU : AUB. ~ - ra AFx3. za - ~icv. 2a ua~ rya. ~ - . ~ - ~ 15
THERE IS APPROXIMATELY 29fi ACRES OF SilTAT10N OCCURS BEYOND THE DIMENSIONS OF THE BASIN. Rt e1s'r ?Glt TAU. FA1$' MNil1'R trfee ?klM!. or 1t~1C e {
OFF SITE DRAINAGE FLOWS THROUGH THE DIVERSIONS AND TRAPS, AS TALL- Tau w ~IAr u~ vN rl} nlt~..
LOWER PORTION OF THE SITE. DIRECTED BY THE ENGINEER. S01 N TEMPORARY SEE ING R MM t ~ ~ ENTS
S. GRAVEL WLET PROTECTION RINGS WILL BASIN DRAIN REQ'D USE PROPOSED RISER OUTLET D ECO ENDATION5 APPLY LRIE AWQ ~ +kIQ0~61N6 To Sql Tuts oR APPLY 4;ooD L8/r~txlE ~ Af~1bf~(,L
FO SUMMER AND I p$0 L$/t~llf ,D-aC-ro PEltfilat`tlt.
BOILS: BE INSTALLED AROUWD CATCH N0. AREA VOL. DETENTION 80X P!P
SOIL IS UNIFIED TEXTURAL CLASSIFICATION BASfNS TO LIMIT THE AMOUNT OF A 31.12 56,016 56,157.78 CUFT 7x5 72" L SEED NG MIXTURE MUtCl~
SM, SM-SC AND IN HYDROLOGY GROUP B. SEDIMENT ENTERING THE STOR~A 9P~S ~ (li/ACAS) MPPI,Y 4Ap0 - 5:000 1~8/ApIE GR1M? S~DNY. ~ E01~M1 CSR OF +it 3ill'~E 1~C
THE SOIL ERODIBIUTY FACTOR IS 0.24 AND DRAINAGE SYSTEM. CATCH BASkN OQtleree MR.IET ~0 11ATER1Al. ANONOR Mtllt~l IIY TA1aNMIC MTA1 A8Pl~htr, RtA, OR ?lE7fMIR, ~ 1~ fli[ PRIs
SHOULD HAVE A MODERATE EROSION RATE. 6. CUT SLOPES TO BE LIGHTLY 7.03 INCHES/24 HOUR FLOW USED IN RATIONAL FORMUU Ne THE PR;DMOttT ANO MWNTA~, A BMALL-STEMMED SUOANORA88 INY $E 4FRiSlriUtlD AT A RATE a0
NO SIGNIFICANT EROSION IS ANTICIPATED ROUGHENED BY D1SKtNG JUST PRIOR DEPTH Of FLOW: tB/ACRE. MAINT ENANCE
WITH THE NEW CONSTRUCTION. TO VEGETATING. THE SURFACE 4 TO ORIFICE _ (O/0.4Q2A~~2 WIER= 1.5 Q 5EEDING AT ~~aets~uN~s~PansY~. wrY~oRA D E5
6 INCHES OF FILL SLOPES TO BE 64.4 3.367E YEAR. ENJr rA0N1N4C 1S NOT Rt$~i, P11lRM,l~l, MIO #IULIri1 D NiM1~AlE(.Y. 1101NPGWi9 - WtY 15 - +WG. 15
CONSTRUCTION SCHEDULE LEFT IN A LOOSE CONDITION ANO P~lANT - WY t - AI16, 15 REfER TO ~ i;D2 11 EROSgN A11p SEDI1~1 CONFRp. 1LAtitiMl4 ~ OE~ON MIN41L FOR Ii~AFUGY.
GROOVED ON THE CONTOUR. CB DRAIN DESIGN gPEN AREA DEPTH OF FLOW C01d1'AI. PCMN- -APR, r5 - AUO. 15
1. OBTAW EROSION CONTROL PLAN 7. SLOPE STABILIZATION. BY VEGETATION N0. AREA CFS WIER LNGTH FT Q~ SOIL AMEN. M N D E TS
APPROVAL. AND MULCH AS NOTED IN THE 1 0.42 1.48 6.(JO 0.0058 (t/16) FOL1010 RECOMMENOArKM>S OF ypq, tESTS 8R APPLY 2,000 OROlR10 P . LO/ACRE A.TUraL LRIE~ONE Awo ERMANENT SEEDING N0. 3P FOR .GENTLE SLOPES.,.
Tao Le/ACRE ~o-ro-~o ~+nLEZ~t.
2. FLAG WORK LIMITS. SEEDING SPECIFICATIONS. y2 0.1103 (1-5/16) SOILS WITH AV£RA~GE OR BETTER MO15TI~RE RETENTION,
3. HOLD PRE-CONSTRUCTION 8. DUST CONTROL WILL BE 2 0.71 2.50 6.00 0.0167 COOLER SfiTES~ 1GH I MULCH , MA NTENANCE
CONFERENCE AT BEAST ONE WEEK ACCOMPLISHED BY SPRINKLING tF ~~~3Z) APPLY A,COD 1.1~/IMCRE 51111M!. ANCNQR TAGtN1f, MITN AlpHq.T,,- NETANO, OR A M1Nd~1 At1CtfORNC
PRIOR TO STARTING CONSTRUCTION. EXCESSIVE DUST IS GENERATED. 12 0.1564 (1-7/8) Too. A DLSIC vaiat a~ t~ARIY suer caw ~E use ~ A + A1ig101pND TOOL, ~ fiN I EEa ~ M XtURE
4. INSTALL TEMPORARY GRAVEL 9. ALL DISTURBED AREAS PERMe~NENTI.Y 3 2.70 9.49 9.00 0.1068 (t -5/16) ~~t~, MAINTENANCE
CONSTRUC710N ENTRANCE/EXIT. SEEDED WHEN FINISHED GRADE IS 18 0.2905 (3-t/2) t or 1Mp TURF-T~'PE a~ REfEfiTN,31E R' aROwIN 15 NGf BULLY ADEQtw1E. Rl, REFERr1lYlE Ae~ wuLCN MN/E91ATE1.Y FOtk6YRwiG t AND IMeJ DR
INSTALL SILTATION FENCE ALONG REACHED. 4 2.24 7.87 12.00 0.0413 (2-9/16) aR DAAY6E a
10. TEMPORARY MEASURES TO BE ~2_g~~s~ BOTH SIDES QF THE SMALL STREAM. 24 0.2117 ( 200 -200
WSPECTED DAILY AND MAdNTAIN£D 5. INSTALL MAIN DRAINAGE PIPE AND UNTIL SITE IS STABILIZE. SEDIMENT 5 2.22 7.80 12.00 0.0406 (1/2) SEEDING ATE a 5
JUNCTION BOXES. BASIN TO BE CLEANED WT AFTER Z4 0.2104 (2-1/2) ~T
6. INSTALL SEDIMENT BASIN AND EgCH HEAVY RAINS 6 0.81 2.85 12.00 0.0054 (1/16) fAtl : AUG 23 - i1p~r, fb ALO: 20 - QCT. 45
1-AlM.~
DIVERSIONS BEFORE FIRST - ~~r• ~ tEMPORA~iY SEEDING REG~NDATI4NS rM aawnr ~ ~ ~ ~ ~ ~ . ~
CONSTRUCTION ACTIVIN BEGINS. ON A W6€ICtY 24 0.1075 (1-5/16) 1 i. ~ ~ ~p g~ 7 4.02 14.13 9.00 0.2368 (2-7/8) Oft LAl'E W1~1tER A1Vfl ~Ik~,.Y Sf'RMlf ,
7. BE61~i1 CflN&~R4~C'~ON ARFJ~. WRbPER 18 0.3788 (4-9/16) ~ b~, 'T , .w,.... NDE ~ . _ _ SOIL AME C , #
BURN ~i~R ~~r!'E 5Yf5 1[~t ~I~~E . APPLY uME Ara 1c Tt> so11 itsts oR APPLY ~,tsgo 4iJ AwLtiiRAt
ACCORDANCE WffFF1 LOCAL/STATE ~ ~.:.~ASINS, AND 8 3.59 12.62 9.A0 0.1889 (2-5/16) '.~E~ RAS AI~1 1~@ 10-1 k
CODES. REMOVE EXISTING ~E FMS' 1Q 0.3513 (4-1/4) RY! (9R1Me) IRO 0 . ' ~~q y~ ,
STRUCTURES. 9 4.22 14.83 9.80 0.2609 (3-1/8) (KOBE N1 P~EONONT AND wKYJ.~~'i b~ ~'a
8. ROUGH GRADE SITE, MAINTAIN BERM 1$ 0.3912 (4-11/16) CiYBTAt _ r `7 PLANT, + ,1
AT TOP OF SLOPES DAILY. INSTALL 10 2.71 9.53 9:t~f? Q.1077 (1-5/16) MM ~T 11~X ~oNr ~j ~ .
CATCH BASINS, RE-ROUTED SEWER, i8 0.2913 OINi AriNNgq. LEBAEaEL1 eNeElt DURARON aF T~eN~f ~ ~ Mf1f' 111 f? SFY+OMID JtiWE. a, •5
AND DRAINAGE WP£S. - 11 1.38 4.85 9'.00 0.0279 (3/8) ' 1~~11 SEEDING DATES TE~CE
+o~la ro saL , M r>~r +a ~ p1N1,. ~ ,rou?~Ares - ~c rr; re: 1s ~ ~ as ~ ~ ~p?':.
9. TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/t) !1~ ~ Fl: ~ - WM r A1+0 Nq w~ ~ ~M +4 tt-~A•~1; sib, sal X11 i~M` lei ,~oN9 1~ti~t
SLOPES. 12 1.31 4.60 9.00 0.0251 (5/16) ~Ilpts' - MK t - IiIK t ~ 0 ~ MIL d to 1~ «1Dw ~ti ~ A' QP DaM1>wt PUrr1 •1lC. 1 - NR. 16 2~=3~1 s AB Ir~b. ~ A~1 r~+ sly ARC e~Y:
18 0.1793 (2-3/16) RBfR 10 APP@I@q~ B.tYt Ne 111011011 AND ANT OJNrMEGI PI;AMNlP, A1e4 $L11GN FOR
10. COMPETE THE FINAL GRADING OF THE SOIL AI~~NTS
SITE. 1. RLL ER09K~1'fMO S ~ONTR4L DRAINRGE PIPE Pq,i4t liOA. ~ dR MNLY 2,Q191N ~INIA19 ApAIGUI.tUML uN~pNl ANO
11. PERMANENTLY VEGETATE AND MULCH PRACT~~ NAtr,L BE~~H~ FOR 7.4 WCHES/24 HOUR FLOW USED IN CALCULATIONS. k~N1~[ ~-1-10 tit
ALL REMAINING OPEN AREAS. $T/c~,}~Y AiNp QpERA 1 fOLLOW(NG SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. ~ N ULC
12. INSPECT ANO MAINTAIN EROSlQN ~Ry Rt3~f $ff pRf(;MtG RAINF~I,L
CONTROL MEASURES ON A DAiIY g~}'~ {N pp C~ LE'~ Tt{~1 ONCE PIPE DRAINAGE Q10 PIPE APPLY A,6fD t,~illl[ fpMM. MICP101t IR' Lld(dlli~:11,11iM1Y.T, NErTRrG, OR A MU~1F1 MIpgRINf, 10~. A Q1N( MIN MAOl~ ~i NWr,Y 1#IIMOF~ N011 !R'!I~ AE A M111AtN ANCFIOWNC TOOL
BASIS. MAKE REPAIRS IMMEDIATELY. CRY M~EEIC. MiY REPNRS N0. AREA CFS SIZE D
CLEAN SEDIMENT BASIN AT LEAST WILL 8E MADE IAIME9K1ElY TO A 3.58 23.92 36" 0.75 MAINT NAN E CE
ONCE A WEEK, OR AFTER EACH MAMOTAIN +RLI.. PRACTICES AS RSF~1111112f i 001~M IS NOr /LILLY RE~E#p, R NND MIN.CH iMME01A]fLY FCLL0011G
HEAVY RAINfAL~ EVENT. p~~p B 3.16 21.11 30" 0.94 ERU/IOII 0R 4TA111 DMWIE.
13. AFTER SITE IS STABILIZED, REMOVE ALL 2. SEQUAEaT WILL ~ RED FROM C 2.09 13.96 24" 1.02
TEMPORARY MEASURES. SEDNAE~ii TRAPS AF#ER EACH HEAMY D 20.14 134.54 60" 1.00
14. PERMANENTLY VEGETATE ALL REMAIMING RAINf'ALt EyENT, OR ON{ A WEEKLY E 17.85 119.24 60" 0.95
DISTURBED AREAS THAT WERE BASIS. ARAVE~ l11LL (XEANED QR F 17.26 115.30 60" 0.94
COVERED BY TEMPORARY MEASURES. ~Ep~~p 1up~?EN TFi~ $E~tENT Pnp~ G 15.66 104.61 60" 0.88
NO LONGER DRAi!!S ,~f~RERLY. H 14.85 99.20 60" 0.84
3. SEDIMENT WILL R~1Q1i~ FROM I 6.38 42.62 48° 0.70
BEHIND THE $~i?MAEIi'f #~tCE WFi~i J 8.47 56.58 48" 0.84
IT BECOMES ABUT ~.5 FEET DEEP K 6.71 44.82 48" 0.73
AT THE FfNC~. THE ENT L 5.86 39.15 48" 0.67
FENCE WILL EE I~F~AS
t~CCESSARY 'f~ MAi A BAftR1ER. M 1.06 6.31 18" 1.00
4~ ~ RIP-RAP DISSIPATOR FERTILIZED. RED `I~C EGESSARY
ANA MULCF~.A~C TO SIZED FOR 10 YEAR STORM FLOW
SP~L'~iGATt~Mg !N WG p~pE PIPE OUTLET p10 V10 L W STONE SIZE a. t'»
SPEC~'1CAT10?Iti '!gyp A
V16EROUS, 0 V~~E COVER. N0. SIZE SLOPE CFS FPS FT Ff MED MAX THICl( r x
A 36" 109 23.92 17.92 30 15 12., 18„ 30"
0 60" 109 134.54 27.96 60 29 18° 27" 45" ~~'~~t, ;nlst~~ c ~
C p ,
~ tli
B, ~q I~Z.1-?O Y I
?_+~~las Lif 1r;a
f;
--mo- ow i0i SkT. WA
DRIW Am A.&
DATE: 1-21 -CO Sow o a" AW 'j+
P-0 BOX IN] NO,: o>MC P11V (828) 32r FAX (828) 321,031
Y N-C- 42860 l an rca H W J CA TA RIBA COUNTY, N.C
3-

tt t _
t
5 8+4RS t /4" PLATf
6 Q.C.
BQTFI wars
lo•

u~ ~on~rs ~o ~E who t~~ corm ro ~sr
2`'6• CORRQS1t)N AFTER FA81tlCA'~fN
r,s~ 2'-s•
~/n" PuTE
!@'
2'-b'
6'
~I'
. RE
5' % NIStOE
4'-b'
N.T.S. lEtS.
r-
6 . ~ ~ ~ ~ ~r
g ' `i `y'~ , .a r Y
_ F A t "a g'y~s 1 5. ~ Yi
yl~1. :f~ -
Y, i
G.. , ~i?^
T RA . ~ e~~r e~~ sP~uwAr
o~ cr<
VOI.UAIE (SEE DETAIL) -a~ r
6" PvG REVHR -SLQPED 6" P1~ REVERS -SLOP
4RIFiCE TQ SL E EO STOR~YI ~ ORIFtCE TO SLQMq.Y 995:89 RELEASE STQRtW
I I
t ~ 9~RS ~ 6` O.C.
I 2.89' I TH WAYS
I r' ~ r i ~ ~ ti'
1 i ~ 993.00 i
I 993.QQ y e, i I 6, ~
I { _ f _ _ - I .
I ~ I t 1 '
I ~ ~ ~ i 1 I 4 I ~3.8D i
T 1 i ~ 72" GlIP ~ 1Q.~ ? I 4
~ DETENTION BASIN 5 ~ D~TE?rTIQN Pool ~ I
I i SEE G~ADf NG PLAN I 1 ~ I I i 60" CI~lP
I I 1
I 1 1 1 1 I 988.04 ti'y I INV. 967.89 t
1 t / r ~i I i I i i
1 I I I i
I
it
s• nr two uYEas of
eARS o e° o.c. TH wAYs
r
N,t.S. N.T.S. Q.T.S.
&bbt4k±rk.p ~ x..
.•j•
• + -"~I Y. A Y I
A ail ~ "
! ~
e+,r d ~ e 4,+
R*x` ~~p1~c.~~'~V MAR
E V M~' ~b4d">AakliY3b~~i
DRAWN BY: MPROWO QY: (SID ~iG f:E3RP. 5"` NAME F~E9S FOODS, INC.
ATLANTIC P.. ,6 1691
DM. MD., i MA cRi~r e CREEK INVESTMENTS cc.~,c~
P N • Q E(~28t 1 FAX f6281 327-0931 e-nmil aE cor I atoWfconninaCOm HICKORY, CATAWBA CYO, NORTH CAROLINA

NUtwt$!WR DiRfCT1pN DISTANCE
EXISTING ~ L23 S 24'2 '51" 8 E 30.88
~~R tr ~ 'I L24 S 23':26'33" E 154.45'
A. - L25 S 23'26'33" E 3 ' 29 fi
3T A A ~ L26 S 28'09'46" E 400..24'
1?» 80 0 80 160 240 l \ C 8 ~ ~ L27 S 28'49'46" 114. ` E 97
- P ~kT /N~ OMP 1-~- " ~ ~+~4 l28 S 24'42'46" W 4 4 ' 54 . 7
N ~ ,sd / _ ~ 40 _ L29 N 65'44'28 W 141,39
> ~ _ L34 N 6T43'28" W 1 T
J 1 c a e 44 3 L31 N 67`0'30" W 290.67'
I TOP 970.98 - EXISTIN INV G ~ r ~ 948.98 6 ~ L32 N T ' "
8.2 DIA. f~P ~ ' ~ ~ TOP 951,85 C Ok 6 22 52 W 86.24
~ _ ~ 941.95 INV 946.90 1 I ~ - _ / ~ cp( ~ L33 N 6 ' ' p VER 8 05 37 W 100.fi2 Op 1 t ~ t
ji J r ~i, ~ / pF •4 W1TN L34 N fig 20 45 W 143.$2 ~ ~ SEW
I - ~ f ~ ER L35 N 14"58 52 W 56.66 ~ _ ~C( CAN
I ~ - ~ ` l' 2 ~ ~ 9~ F L39 N 49'53 32 E 168,29 ~N~ ~Mp _
1 r I -TOR 958.3 t T 95 L40 S 70 31 40 E 35.51 ?.g4 .r
t _ INV 943.81 ~ R-~~ - L41 N 09 53 32 E 153.83'
I s sQ _ _ ~ - _ _ l42 N 09'53'3?" E 335.43' W-
E NG IRE J 1 HYDRANT ~ ~ L43 N 09 53 31 E 95.92' ,
I - . ~ J TO 984 - L44 S 71 46 44 E 44978 TO 984.40 ~
9 _ ..i14V_ 79.30 _ _ 7~..~,
1 / !
I 1< , J a -ups--- PROPOSED CONSTRUCTION tiIAITS J I ~ 1
~ ~ I ~ ~
'~"~I--~ PROPOSED SILT FENCE J I J 1
I
s~ PROPOSED RIP-RAP DISSIPATOR ti 1 I I t
J I - - - - - PROPOSED SLOPE DRAIN ~ _ _
% I ~ I - ~ _
PROPOSED GRADE UNE I NICK 1
ORY , I PROPOSED DIVERSION sWALE METR i ~ ~
CON a ~ENTI 1 CN C l ------000' ~ ~ I - , ~ _
PROPOSED CATCH BASIN JUNCTION BOX ENTER I ~ ~
1 ~ ~ PROPOSED DRAINAGE PIPE J ~ 1
j I TOP 1007.9 1 INV 1002.32 TOP 1007.92 ~ _ _ . ~l i iNV 1002.32 ~ _ _ , )
- PROPOSED SANITARY SEWER I r , 1 ~ ~ ~
i ~ ~ 1 J ; iii- PROPOSED WATER UNE ~ ~
I I r` ' i
/ I EXISTING SANCfARY SEWER
- ! I C1-- EXIST{NG CATCH BASIN , 1 ~
/ i. _ _ _ - _ HICKORY-CpNOVER TOURIS I _
EXISTING DRAINAGE PIPE DEVELOP M / MENr AuTHORlTY ~ I I ~
- - - - - EXISTING WATER LINE I ~ I
/ J ~4 EXISTING TOPOGRAPHIC CONTOUR / ~ r AUNDPIA R. COULTER
~ 1 Ir , ~ PROPOSED CLEARING LIfd1T ~ ~ I J ~ 1 ~
I / I I . ` i
1 Tpp l I 1 ~ ; ~ ,
I ~N p ~ /
- ~ ~6 - _ rn 1 •1 3 ~I / po ~ i
~ ~ 8. - 93 - t i
~ ti
1 I
L38 ~ i. I i ~
~ Op I N ~ ~ l ~ ~ ~
~ ~ ~ ~ 8.4 J
i , I
~ FLWOOD PERRY ~ ~ I s~ / I
OCKY ~ t ~~o I _ I ~D ` ~ ~ ~ ~ ~ ~ _W
CAMP 1 I T 10 . ANY ~ 26 83 RI(.LE I - _
!NV 1.010.33 _ -
i
I i - - ~
J lU ' -925 _ _
~ ~ i I ~ I ~ - , i ~
p J
h- HI J CKORY-CONOVER T I W OURISM ~V
w DEVELOPMENT AUTHORfTY ~ ~ I ~
ti r i ~ I ar J ; _ _ (FOP 1023.$4 ~ ~ _
Z ~ INV 1011.59 e~ / ~ ~ _ -
NCQC rn K - I -
F,qg I RICA I
i - -
I '
~ ~~C ~ l / ~ I ~
`~~S KS 8AI ~ 0 TC 0. ~ I i
r I _ _ _ •
~ I ~TOF 1047.93 15TH AVENUE PLACE SE _
_ ~ . ~ p ~ INV 1029.73 - OR ~ - -
~ ~ ~ ~ ~ ~ ~ ~
36 ORq ~iR ~ M l ~T f X05 ~ ~ ~ / ~ ~ ~ 1 ~
~ 33 ER ~ / _ ~ ~ ~
/ ~ ~ \l
X34 \ \ \ ~ \
~e ~ ~ I ``~~`8, ~ ~ w~ ~ ~ ~ - ~ ~
8ow~l , ~ 33 f \ \ 4a ~ \ ~
Nt, q 1 LLEY ~ I v/ ~ \ ~ ~
~
1 ~2 / N ~ ~ ~O~N NqO~ ~ ~ ~ N~ ~ ~
~ ~ o<- ~ / ~ ~ MA,gr ~ ~ , r . l~pQ ~ ~ FR / ~
I TOP 1058.44 o- ~ ~
INV 1 ~ ~ ~ 033.4 i / ~ ~
h'\,,,,~, ~ TOP 1061. ~ ~ / ~ / ~ - _
INV 1033.08 ~ / / ~ _ ~ \ / ~ ~
~~.7.34 ,A ~ ~ CR ES T T k OA L ~ z ~ y TiN skip ~ / / ~
w ~ , ~ Ya ~ ~ ~ ~ ~ R9N Hy LNG ~ ~ ~ 0~ FIR ~ . _
Z~ N D 4 T ~ ~ I ~ w I ~ ~ NT F ~ i i _ ~ ~ ~
I a { BEING ALL OF DEED 379-184, DEED 907-179, ~ I ` ` ~ ~3p ? ~ (,30 / _
~ - ~ DEED 1125-332, DEED 1210-795, AND THE RE- 1 ~ U ~ e, CU R
MAlNDER OF DEED 475-86, AS WELL AS LOT 1, U rg S /
PLAT 18-104 DESCRIBED IN DEED 1313-128 W ~ TES ~ - - ~ l ~ ~9 N q~
a~ US R I ~
~ S T 1 qR £R ~ ~ ~ I Charles N. Da1ji~ Jr.
TO PfN: 371''-1 - - - 7 _ _ ~ I ~ W 9 60 1530 DEED 4.5 8fi TAX ~IAP: 90H-6-23 I ~v N R i ~
I ~ I A ~'IN: 3712-19-60-1371 -DEED 1125-332 -TAX klAP: 90N-6-23A I ~ ~ ~ P.E. 2913
PIN: 3?12-19-fi0-5792 -DEED 379-180 1210-79 - T P ~ ~ 5 AX MA 168H-1-57 J
PIN. 3712-19-7G-0347 -DEED 907-179/1313-128 - TA ~ X MAP: 168H-1-58D
DRAWN gr; E6, MG, MC APPROVED BY: CHD REVISIONS: 12-28-99, 1-17-00, 1-21-00, 1-2E-00, 2-1-00, 2-9-00, 2-10-99 Atlantic a Engineering Corp. DATE: 12-13-99 PROD. NO P.O. BOX 1691 SW. . P sw. "ME PR0.KCT FRESH FOODS, I NG
HICKORY, N, C. 28603
PHONE [phone] INCA CRIPPLE CREEK /ti'V6ST_MENT,5 LLC
FAA( 828)327-0931 327-0931 e--mall at11a cony p atlplansconninc.com HICKORY, NORTH CAROL/NA

EXISTOIC ~Q~ SWKE 9 NllM9ER DIRECTtaN DISTANCE PIPE PIPE 0, l ww~ a
~ ~ 104 0 100 100 3tf0 L24 S 23'26'33" E 154.45'
~ 1. ? L25 S 23'26'33' E 239.76'
l26 S 28'09'46" E 400.24'
~ ~ ~ ~ ~ ~ .4C y 4 ~ y - ~ 1.27 S 28'09 46 E i t .97
- 128 S 24'42'as'" W 544.47'
• ` 70 L.FT. S' DIA PIPE EXTENSION 129 N 65'44'28" W 101.39' , L30 N 6T03 28 W i OD.3T
80 LFT. DISSIPATOR 80 ~ ~ k C l31 N 6T48'30" W 290.67` ~ w
~ TOP 951,85._ r U~~ EXISTING , Op N7i L32 N 6T22'S2" W 86.24' K
8.2' DIA. C1AP X41.85 ~ , _l OF H h S g gg~~gg~p ~ A<< TIN L33 N 68'05`37" W 100.62'
USE SAtr~ TYPE 1 f 1,34 N 69'20`45" W 103.82'
INLET GRATE AS N~ g Mp EXISTING CATCH BASM S?,g4 l35 N 70'58 S2 ' W 5fi.86' l39 N 09'53'32 E 169.29
USE SAME SIZE ~ - X40 S 70'31'40" E 35,91'
PIPE AS EXISTING` C 'TdP 990.0 1 .3 t.at N 09'S3'32' E 153.83'
_ L42 N (?9'33'32" E 335.43'
984:40 - 7~ 30 l43 N 09'53'31' E 93.92' ~4a S 71'46'44' E 449.78'
~ 12" -WATER 1NI ~ BUIGDI.tVG LOCA TIO,~S A;Vi ` OCA TIO,~S A;VD LAYOUT'
! t ~ ~ ~ PLUG/BLOW OFF ~ ARE PREZLUI.'V,9RY AC. ~ ~llN.gRY s ~
1 ~ - ~ B
_ ~ ~6 q qp ~ _ ~ g'
TOP 995.5 ` ~ h
~ F.H. NV 987.5 ~ irar o~ 8'

t` ~ HICKORY ~ : ~ ` , `
C M~RO t}. ~ . ~ ~ , ONVENtION
CENTER ~ ~ ~ r TYP. PARKtfliG DETA{L N.T.S.
~ I / TOP ~ ~ ~ 1
~~1 I t 3 ~ ~ ~ ,,t
l i _ l 1 ~ ~ G ~ ~ . ,
i r •14 ~'lt t RIA R. OULTER
t ~ ~ ~ ,+c. i
TOP 99 ~ ~ 99 U 1
HICKORY- ~ ~ ~ , ~ ` ~ CONOVER TOURISM
DEVELOPMENT AUTHORITY ~ ~
~ ~ : ~ ~ ~ ~ 4 +
`i ~
r- ~,z i~~ 1
~ 6 ~ / , z ~
_ _ r-__ _ ~ ~ ~ - _ ~
_ _ . ~ _ , _ _ l38 ~ ~.v _ ~ ~
\ ~ ~
~f ;
_ 3 C~ ~o ~ A~. ~ 4 a 1 ~ ~ ~ ~ ~ s~ .S NQ
~ ELWOOD PER~`I ~ ~ T43 ` oa ~ _ 10i :t ~ , A, ~ a } ~ J~ h \
- ~ tT N D \
I
_ - . _ 033 ~ ^ _ ` ~ w ~ ~ ~ ~ _ ; ` ~ - - - TOP a 31 _ ~
_ _ ~ r, _ - - ~ t .t>j ~ ~
~ x$ ~ ~ ~ o ~ _ e - ~ ~W r ~ , ~ ~ i ~ \
. - U ~ _ \ ~ ~ ~
-
\ ~ ~ _ ~ ~ - \ t , " ~ ~ ~ i
~ _ ~~r~us~ x ~ A \ \ -
~ _ ,f- ~ - - T ~
~ _ _ , ~ - _ - . ~ ~ ~ `
' C _ ~ ' a r r s, i / ~ ~ ~
. ~ ~iC ~ I Ai1EA fOR ~
~ fir, ~ _ PoNo _ _ ' ~
a~,~ - ,t ~ , r _ ~
t _ K , _ ~ ~ ~ ; ~ ~ • 4.
i ~ ~ I ~ ~ ~
_ _ ~!Y ~ i
~ ~ f ' ~ << f .
1 ~ ~ , I Shy ~ - ~ ~ ~ ~ ~ ~ ~ ~ ( ~ ! ~ ~
~~11~c... ~ -"~rV ~ ~ ~ ~ i; ; ~ f ~ \ s
SF ~ ~ F
- _ ~ ~ - - ~
B ~ - - - OWLfN ~ ~ ~ . ~ ~ ALIEY ~ i ~ ~ ~ ~ \ ~
kf 1 ~ _ ~ ~ ? u ~L :4200('!
~ ~ - ` s~t
MgACO - _ ~ ~ \ ~ ? b ~ ~ ~ GROUP
ma toss ~ ",~r,; rN t Q33. ~ ~ ~ SECTl., ~
` TtlP t 06 t . ' ~ I A f
MN 1033.08 \ti~ . ~ - _ , . ~ ty d" ~ w
~ ' Z ~ ~ 7 \
1~~, S ~ ~ ~ ! , ~ f
M n
RtiS H, ~ ~
I UO ~ N W ~ ~ 9 'k9(/ 1 '
~ ` ~ M~<r SfR a ~ 1 S ~ ~ ~ ~R ~ ' ~ i I
~ ~ T ~ JR 5 I
~ oN, _ . , ~ - Np _ ~ ~ ~
t~' ~ J~ ~ ~ ~ y ,
0~ ~ y r ~ . ~ ~a ~
^i ~ ~ K. r-~ f!IPt ~
~ sho ' .
~ ~
i - I
LEGE'~D I
PROPOSED (pNSTgU(,'TION LINTS
26.734 ACRES TOTAL..
PROPOSED SILT iENCE
ZONED C-4 .s a~ PROPOSED RIP-RAP DISSIPAIOR
oROVOSED ~O~ D~ BEM1G ALL Of OEEO 379-ta0, t~ED 9~1-119,
oEED tt2s- oam t~ta~, AND u~c RE- PROPOSED cw~DE LNIE MM1w9ER Of ~7~-d1. lei AEU AS I~+Ot ~ . 1 ~ --.,""",~~A v,~
Put ,9-ta oE3c~eEC N otEO 131-use
~
a.p PTA GTCM TT~51N ~ ,IUacT+ou TIOx ~ ;
sss PNOP09ED DRATNICE PIPE PIN: 3712-10-60-130 - 475-16 -TAX MAP: 90H-6-23
PN: 3912-19-60-171 - 112S+?~i -TAX MAP: ld~i-b-23A - - Q PaOPOSED sEwER PNt: 3711-19-60-5792 - QEEO 379%4N}f 1210716 -TAX MM: 16M1-1-57
fNt: 3712-19-70-0347 -GEED 907-49'!/1313*t9b -TAX MAP: 1QaF1-1-5ED .-~u PROPOSED IrATER LMIE yy i
~,~q 4,~.f ~ b. 'i'' fd
\Q 0' E)i1SANG SANRARY 9EMER ~
Q- -0 DtISINC GTCN BASIN Ch r~ f~ ~ s ~rr~ Jr
- - - - DOlONC DRANrYiE PIPE P.E. ~ ~
- - - - F>E+s1M6 NAiFIT LNIE , i
- FJ11ST1rG TOPOTiIIA~IC CONTOUR -
REVAW- ...WWED BY CHO P I GRADING ~_o,_„ : ~ z GRADING Auanae r4~. Engineering corp. SW. ww PFpW
DRW
DAM 6-1 oer~pr~ va, 7-12-00 P.O. BOX 1691
HICKORY, N.G 2WO PHASE Z CONMS-Tg~3CTIUN CRWlLE CREEK INVK4TMENTS, LLC
PHONE: (828) 327-M! FAX: [phone] e-mail aGplankronni Gplankronninc.com MIF7£NTIONPIDND

`
_
g~c~..__
- -

~~v~~~R \
12 A _ R•
X NSION
_ _ P`-~~~R\P PROPOSED
' _ ~ 't
BUILDING L A TIONS AN YQUT \ -~4s-Y1e-
~ ARE PREL/ INAR Y
~ - -1 - r ~ ~ \ so o so ioo t
0 1
~S~~N~ AMP _
~ ~ Scale 1" = 50'
NO.E S ZE ~a~y 9~ go r-- _ , i_ ~-1- 4~ ~ F N. ~
~ \ ~
B 30° / 1.26 AC. ` ~ ~
C 24„ \ ~ ~
D 60„ 1.45 AC ~
~ i~ ~ E 60"
F 60' z
G 60" ~ ~
H 60" 60pS4~ ~ $ a¢ ~ \ ~ ° t,_ - - ~
J 48" INS
,'1 18 pp~ . K 48" ~ SPANS ~
L 48° '1.74 AG Ac. ~ 3
M 1 g.. ~ \ ~
Q1'I- ~
~`~i ~ ~ 1 I m WET DET TIO ~ ~
- ~ z ~ ~ ~
~ Y~ t~. ~ '`I ' PONS ~ w \ \ ~
F % a V
I ~ ` ~
, 7i
- ~1 \ <<~ ,
I ii ~ v
I I ~
~ _ ~ _ L ~ ~
t~
~CKdRY M~~REN`~ER ~ ~ i o00 1 _ 1. ~ r -
N N~ENTION
- - - -
. - _ f - - - - - T-~-- -
- t. _ _ - _
- _ - z ~ _
i i - ~ _ +y~
-
_ .rte \
V
~~R R\.~
~ON~ v~(H~ ~ \ I N\c~o oPM~N~ P / O ~ ~ I FOR .

_ _ _ ~
103
~P\cP COM ERClAL 8UlLDING2~Q'X 435' ~ ~ Aso'
~ \
~ / ~ ~ ~
~ - 87,000 SQ.FT. ~ ~ _ I I - E.
,~-~G ~ ~ ~ COMM~'RCIAL B(IILDIN~` Z00' ~'=~il3~ _ J _ ' _ _ 1 g ~ ~ ~ ~ ~ao~a~s~~ 1

1 _ ~ ~ ~ _ _~J
~ 1f340 . ~
n.
_ _ _ ~ ~ ~
o
P~R~ I , ~ _ _
~ 3.0~ AC 791 PARKING SPACES \ ~ ~ { ~ _ _
-,1~_--=-~--
g~ ~ 145 -
1 f
045
.1 t _ _t ~ ~ „
r- ~ I _ _ _.1 _
_ _ _ I _ I _ _ t Q t _ _ I ~ I _ I ~ N DA ~
t
1 I--- ~ ~e
<x
_ ~ADINE ODER
1050 l_ _
00 01041 0,- $141, W" PR4IECT
dIMIM BY: EB APPROVED BYE CHD REVISIONS: PHASE I GRADING 06-07-00 : PHASE 2 GRADNG 06-07-00 Atlantic Plan Emidnecring Corp.
PATE: a- i -oo PROO. NO. "'"sc Z DETENTION 7-12-00 P.O. BOX 1691 olvaiNrnoN v%AmN. CWPLE CREEK INVE
DWG, HICKORY, N.C. 28603 PHASE -2 (DEAM
PHONE.- [phone] FAX .[phone] e-mai/atlplan#conn itlPlaniconninc.com
r ,

_ ~ , . ~
QRAW DOWN C,hL, He S 4lS~S._t2 FOR 0}."sCii,.a~+s
~5 BARS t/4" PLATE 0 6" O.C. ELEVATION AREA HEADWATER FIOWRATE -CMl TOOLS FOR WtkDOWS USED TO CALCULATE THE ORIFICE FLOW
BOTH WAYS 99 .51 +{1752.78 1,51 13874.4 FOR THE t 2" PIPE AT 0. i'
12" DIP DRAIN WITH GATE VALVE 994.5 41723:10 1,5 13$42.0 HEADWATER tNTER'VALS. 994,4 41427,08 1:4 13129,2 -VOLUMES WITFIUV STORAGE ZONE
10' 994,3 41132.08 1.3 123110.4 BR4?KE1ri M1TO 0.1' tNTEitVALS.
g~ 99X.2 40838,12 1.2 11581.2 -FLOW RATES AVERAGED Ft1f2 EACH 9'94.1 40545.19 1.1 10120.8 0.1' DEPTH A APP TO
ALL JOINTS TO BE WELDED METAL COATED TO RES45T 994,0 4(1243.29 t.0 9788,4 ND L~E1 VOLUMES TO FIND AN ESTiM+4Tf0
2'-6' CORROSION Ai TER FA9RICATCON 12" PVC 493.9 39943.42 0.9 8755.2 TIME FOR DRAW FOR EACH
OR~'ICE TO SLOWLY RELEASE STORMWATER 993.8 39472.59 O.8 7581.6 O,t' INT!'fRVAI. ESTi1~lATES THEM 993.7 39343.79 0.7 8188.4 ADDED TO FIND TOTAL T1ME FOR
993,E 39096.03 0.6 4377,6 DRAW.
5' 9i~3,S 3.31 0.5 2442.4 ,993.4 38523.62 0.4 i T82.0
T-6' 2'-6' S' 993.3 34238,98 0.3 1036.8
t /4" PUTS IP93.2 37'955.37 0.2 444.4 993.1 376?2.79 0.1 11.1.6
- 1 993.0 373a1.2s o.o o,o
i
12' DEF~{Fi RANGE VOLL DEPTH RANGE FLON~iAT~ AVERAtiE
2'-6' 1.5 - 1.51 417,38 1.5 - 1.51 1' S®;2
6' I 1,4 - t:5 4:152.51 1.4 - i.5 13485.6 t,3 - i.4 4127,96 1,3 - 1.4 1Z7S4.8
10' ~ I 1.2 - 1,3 4098.51 1.2 - 1.3 11:980.$
PRE CAST 6 { x INSIDE , 1.t - t.2 4049.17 1,1 - t,2 11151.0
1.0 - 1.1 4039.92 1.0 - t. t 10254.2 0:9 - 1.0 4410.79 0.9 - i .0 9271.8
9'-6' I 0.8-0.9 3941.75 0.8-0.9 81.4
I I 0.7 - 0.8 39512,82 0.7 - 0.8 6845.0 0.8 - 0.7 3923.99 0.6 - 0, 7 5283.0
1 I O.S-0.6 3895.27 O.S-0.6 3510.0
1 0.4 - 0.5 3$66.65 0.4 - 0.5 2212.2 0,3 - 0.4 3638.13 0..3 - 0,4 1409,4
I I O.2 - 0.3 3809.72 0.2 - 4,3 750,6
I L------^----------J t 0.1 - 0.2 3781.41 0.1 - 0.2 288.0 O.0 - 0.1 3753.20 0.0 - 0.1 55.8
N.T.S. N.T.S. DEPTH RANGE VOLUME FLOWRATE ESTIMATED TtMf
B' 1.5 - 1.51 417,38 t3454. 0.03
1.4 - t.5 4157:51 13485.6 0.31
1.3 - t .4 4137,96 12754.8 0.32 1.2 - 1.3 4098.51 11980.8 0.34
1,1 - 1.2 4459.17 11151.0 0.36
1.0 - 1.1 4439.92 14254.2 0.39
0.9 - 1.0 4010.79 927.1.8 0.43 0.8 - 0.9 3981.75 8168.4 0.49
0.7 - 0:8 3952.82 6885,0 0.57
0.6 - 0.7 3923,99. 5263.0 0.74 0.5 - D.6 395.2? 351,0.0 1,11
N.T.S. 0.4 - 0.5 3866.65 22122 1.75
0.3 - 0.4 3838.13 1409.4 2.72 0.2 - 0.3 3809.72 750.6 5.08
0.1 - 0.2 3781.41 288,0 13.13
0.0 - 0.1 3753.20 55.8 67.26
TOTAL TIME FOR ~2AWDOWN 95.03 Mlflklp'6 OR/61i DOWN TO BE BETWEEN
46-17(1 HOURS.
i 4
~
` ~ ' - a ''k` ~~~~k~ ~
TRASH RACK (SEE DETAiI) EXTENDED VALVE STEM
~ ~ Y Pt TO SLOWLY EMERGENC S LIWAY
STORY Mf11TER
3' LEVEL OF 1 " 8' S 8'
J~ ~ RUNOFF VOLUME
994.51 ,1
1.51' ~ BARS • 6' O.C. 993.00
993.00 T~ WAYS
~ _
LOW POINT FOR FLOW INTO POND i i
SfE PUN VIEW i ~ i 99J.00 8~ i ~ t0~1
i
DETENTION BA`, 5' ~ roN eASIN DETENTION POOL i
SEE GRADING RADING PLAN '
ti~ 988.00 ~
40' CMP
~ IIW. 9.51 t
i
12" D1P EMERGENCY/MNNTENANCE ~
DRAIN WITH CATE VALVE r------- L------
lZ'
TWO LAYERS-OF
5 BAR'S • 4' O,C.
TH WMYS
N.T.S.
~A,>:, .
x ,y
N 1~ Jr'

~?E y+ . ~
.r A ~ ~
.4~ t ~4 /i ?4~ ~ F " A,~ v d~ _ ~ i'~
~ MC m APPROVED ~ OID ATLAIVM PLAN ENGINEERING COR DAM 1-20-00 PRoi. No. HICK YHONE:• (~128J 1 FAY [phone] e-mailat0erttonn G CORP. '"NAM pooatf Soo- p~,
DE'IENTiON DETi.S (DK~Af 1C~R ~ Cr ~VE N7S LLCI
4Jerttonninc.rnm HICKORY, CATAWBA CO, NORTH CAROLINA

,
. ~ ~ w ~
`
< , ,r
EXISTING ~z~ w SWAI.E . 4 ~ 23'2 ~3,' ~ 1~.~l~^~ , TM
- 1~ n •ry {''fi~t ~ - ~t -y; 1.+L~~L3 GV 33 2~9~7~
~ ~ ~ ~ . a r Z ~ s~a~ x.26 ~ 2$'09 4& E . '4 ~ , ,
_ y ~ ~ ~ ,,F €cow ~ - t27 ~ 28`~l9 46 ~ 11.97 a~-ray ?tz
~ ~F ? i 4 QR ~ GMp \ $0 4 8Q 60 2 0 SF 1''~ t28 S 24.42'46'' W 544;+1'
EkT ` ~ tN~ CMp t $4. ~ 1, fN ~ . g \ 4 _ ~ ~ , x.29 N 65` 4' ' W 101. '
4 ~ a8 0 tab N 6rb3 28 W 100,37
~`r ~ ~ KEYWAY t31 N 67'0$'30" W 2 Fll1ER FA9RC
~ ' C d 2 _ ~ ~ ) ''ti, ~ TOP 970.98 t32 N 67'22'52" W 86,24'
T ~ INV 948.98 e~ EXIS ING - _ i ~ ~ TOP 951.85 eo,~ C L33 N 68'b5'37" W 1t?0.f~ '
I P 8.2' 0 A. C M ~ ~ 94 t • FO ~ r VERr Op 7, 4 l34 N 69 20 45 W 103.$2
INV 946.90 t _ ~ 95 ~ i ~ OF ~ ry .
N S L35 N 70'58'52" W 56,$6' - Ego ewe ~~t,~.. wA~ R ~~s 1.39 N 09'53'32 E 168.
I N ~--~.~c?~.- ~ ~ C 9 Nf ~ 29
I r V~ ~ V - ~J g ~ CM ~g 2 L40 S 70'31'40" E 35.51' tiV p 9S~ _ _.,..~i~i.._~.__._____~..____._ L41 N 9'5 ' " 1 ,
I-,. ~ ~ TOP 958.31 rap 9~ 0 3 32 E 53.$3
i INV 943.81 9j~ ~ I ~ g& gd l L42 N 09'53'32" E 335.43' . ~ ,
b. v1 r--~_ - ~ EXITING FIRE I I ~ ~ ~ - L43 N 09 53 31 E 95.92
~ ~ ~ . - .~k i HYDRANT I ~ ~ • / 1' TO 9 4.40 _ 'fir _ r- off' L44 S 71'46'44" E X49.7$' ~ ~ 5
- I 8 ~.J INV 7 TO 984.40 ~i s ~
I 9 30 r ' L~'G£~'~D I INV 7g 30 ~ G7~_.. ~ ~ `r
? ~ I _ 1< ~ RR'-RAP ,1~z
~ ~ ~ ~ ~ ~
u~+TS PROPOSED CONSTRUCTION LIMITS ~ NI ~ ~ ~ ~
1 I I PROPOSEC SILT FENCE TE~IPORAftY ~ ri8
I FlLTER Odwl (
~ PROPOSED RIP-RAP DISSIPATOR ~ ~ ~ Ik ;8.
~ PROPOSED SLOPE DRAIN
C I ~ ~ ~ _
I/ PROPOSED GRADE LINE I NICK
GR; M ; P P S Iv R I N swA~ ETR~ I ~ ~ RO U_ED D E SO ~E (,~N~~~r,~ ~j V ~ __-~O~U ~
TIQN ! ~ j CENTE,~
~Q PROPOSED CATCH BASIN / .,UNCTION BOx ~ ~ ( I \
l~ P 1007.92 ae a s s PROPOSED DRAINAGE PIPE I i ~ I V 1002.32 1007.92 ~ I t~ ~ i J
'1 r 1002.32 ~s ~ ~ I
PROPOSED SANITAR SEWER 11 ~ I ~ l i ~ ~ ~ '
----~r~ Iii- P (ic n ROP ,~E~ waTER UNE I
r
EXISTING SANITARv SEWER ! ~ ~ _ i I 1
0-- ExISTING (;ATCH BASIN /
HICKORY-CONOVER TOURISM I -
- - - - - ExISTING DRAINAGE PIPE nEVELOPMENT AUTHORI ~ ~ ~ -
V TY I • , - - - - - Ex1STrNG WATER LINE ~ i • \ AUN~DRIA R. COUtTER
_ _ _ _ Ex!STING TOPOGRAPHIC CONTOUR ~ ~qh ~ ~ \ ~ ~ ~ i
~ ~ , . , . ~ PROPOSED CLEARING LIMIT ~
I ~ i ~ ~ ~
~ A j ` 1,
N~ I p?6 . ~ ~~Jpg ~ ~,3 r,
- / 93 0
~ I ~ I i ti ~ i
i ~ I V
CLEARNrG AND Olllf~IliD / ? ; ,r' ~ ~ A>plfS j I I
~ i ' ~
~ ~ I ~ 4 > ~ ~ .
/ 1~ / ~ I, , . l'.
_ i .n PEPPY i ,I I r
S~QC I - KYARp - ~ ~ I T P t ANp a,, ~ Q
COMPA ~ I INV , ,33 NY GR ~ i ~ -
ILIE 1 I i , 1 I 1 J
_ t ~ ~ ~ ~
l ) ~ I'~ 1'
' ~ ~ ~ I ~ - ~ A
> ~ ~ ~1 , r ~ ~ I
) _ ~ , r
HICKORY-CONOVER TOURISM ~ ~
DEVELOPMENT A IT ~ - l HORITY ) ~ I ~ P 4
- IfD 123.8 ~
I1NV 1011.59 I J ~ `
HgNC. I OCK °i I - \ _
i I I FABRI - CS I
~ , I . ~
1 I _
1~ ~ ) I ~ ~
K; ~ t
DSO i ti~ Air ~ ~ I p~ ~
i I
' T_ - I TOP t 047.93
15TH AVENUE P ~ - - ~ INV 1029.73 IACE SE ~ ` 0 ~
t ~
~ ~ ~ ~ ~ ~
~ RqN RF Mq ~ r US ~ FR _ ~ ~.3s _ _ - ~ ~ ~ ~
.t ~ ~ \
j ~ ~ ~
/ aDl~SCfRtICitON , ~ ! ~ ENTRANCE - 9 , ~ ~ ~ ~ ~ ~ ~ ~
) e ~ / ~ ~ ~ ~
eow i LING 1 ~ ~ ti/ ~ \ ~ 1 ~
ALLEY ~ \ ~ ~
r ~ ~ / J~gDI ~ NE N qp~N ~
Q ~ ~ EY 7 ~
MAAC~; _ \ ODE ~ R ~ /
I a:~ ~ I TOP. 1058,44 ~ ~ / ` ~ ~ \ ~ ~ ~
INV 1 033.4 . ~ / / ~
T P 1 1. INV 1033.08
-7 ~ ~'/j/ / / ~ ~ FX~T ~ ~ ~
~ ; ~4 A R~~ T~JTAL_ ~ Z ~ ac L~ ~ t_J 'U F y W o ~ ~N 1, M'0 F / ~ ~R \ /
~ ~ T RUV £ T ~
~ - ~ Ci I ~ Z N E D C 4 Q W ~ ~ Z I \ ~ ~ ~ ~ Q
) _ I ~ BEING ALL OF DEED 379-180, DEED 907-179, g ~ I Q ~ \ / _ ~ C~ q~,~::
1 I DEED 1125-332, DEED 1210-795, AND THE RE- t ~ ~ AI ~
MAINDER OF DEED 475-86, AS WELL AS SOT W o
PLAT 18-104 DESCRIBED IN DEED ! 3 t 3- t 28 ~ ~ ~ ~ US R l •
a~ Q Sl - _ FR ¢ ~ I Chad v ~ ~ 1 W
qR I T I Ow ~~Q R p I I ,`~r.P
I I 1 ~ N a ` ~ ~~t ~ ~ r t
PIN. 3712-19-60-1530 -DEED 475-86 -TAX MAP: 9~i-6-13 ~ I A ~ _ ) _ _ ) I "'I PIN. „7 ~ ~ t 9-60-1371 GEED i .5 332 TAX MAP: 94H-6-23A Q- ~ ~ ~ ~ ~ CWT ' i, s. , , ,
J ~ q PIN' 3712-t9-60-5792 -DEED 379-180%1210-795 -TAX MAP; 168H-1-57 0 ~ +e~'-, '
PIN 3712- t 9-70-0347 -DEED 907-179/ 1313-128 - TA.X MAP: 188FI-1-58D ~ - \ ~ DLILAid X13 uh'wf UALI T
I
REMSIOPIS: 12-28-99. 1-17-00, 1-21-00, 1-28-00, 2-1-00, 2-9-00, 2-10-99 SHT. "E S14T. NO.
DRAWN En EB NC APPROVED BY: CMO t 11G, an C EuoneMng Corp.
RATE. 12-13-99 PR NO. P.O. BOA '1691 CLEARING AND GRiJiIING PO"CT FRESH FOODS, INC.
QWG. NO HICKORY, NC . c. 2WW DKA CRIPPLE CREEK INVEST.'N£NTS, LLC
PHONE.- [phone] FAX.- [phone] email st nnij !4danMonninccom HICKORY, NORTH CAROL /NA
boQ 99/ya,5

'Y
1~~~'.
~ S
NUMBER DI T { C 1tlfV
EXISTING y, ; L23 S 4' ~ 2 28 5 E 30.8
w SWALE . ~;x, L24 S 23'26 33 154.4 ~
\ ~ ~ L25 S 23'26'3.. " ~ 3 E 239.7
1. i ~ ~ ~ rN \ _ L26 S 28't~9'46" E ~ 4l?l0.24' ~ °s`=
x ,2,. 80 Q 80 1 bU 240 DR TAP--~ . ~ A I ~ C L27 s 28.09'46" ~ E ~ 14 ~ -,~~s..,
~F 8 Mp EX ~ ~ C ~ L28 S 24'42'46 ' w X44.47 f ~
TE N~ Mp s4,~,,. 40 L29 N 65'44"28" Nl 101.x' Y>
\ 0 L30 N 67'03'28" W 1
~ 1 ~ ~ r e~- A~ 3 L31 N 6708'30" W 29t'l.8, ' `
I ToP`~98 ry,, 8 L32 N 6722'52" W 86,.24'
EXISTWr - ` INV 948.9$~~ ~ ~ ~ - T g6 ~ 8.2' DIA CMP ~ ~ OP 85 ~ Ok ~ ~ f L33 N 68'05'37 W 1 ~ A;:~,
i ~ 941, g > - ~Q r0 NV 946.90 1 ~ r ' Top r,~ RT Wi L34 N 69'20'45" W 103,8 ~ ,
OF Ty 2 yfA SfW L35 N 70'58'52" W 56. '
r'~ 7 ~ ~~5 ~ ' ' / USE SAME TYPE f ~ i,' ~ ~ ~ ~ O ~ ~k ;fT W fR ~ CIN 9
it INLET GRATE AS \ ~ 2 94 f L3 N 09'53 32 E S 68.29 , NV ~ ~0 L40 S 70' 31 '40 E . 9 ~
k ~ NV EXISTING CATCH BASIN ~ ~ ~ ; ~ 9~ ~ g5 3~ 5 ? 1 ~ n~ 4 L4 N 09'53 32 E 153.83
i USE SAME SIZE T PIPE AS EXISTING ~ ' ~ \ ~ INV 9
\ 1 ~ _ ~ NiC 95. 4 ~ L 2 N 09'53 32~ E 335.43 ~ P'd~ NiC 953.5 L43 N 09'5 ' 1"
EXITING FIRE-- ~ ! 3 3 E 95.9 k _a
HYpR.ANT I ~ I ' ~ 4.4 ~ ~ ~ 98 0 _ L44 S 71'46'44" E 44 y°I~ 9,7`~ 984.40
~ l ~ ~ 79.30 LE'GE~'~U ~ 7 ~ ~97~~ ~ 9.30 ~ P1PE PfP
t ' , _
1 ~ ~ ~ N ~ ' ~ ~ ,
PROP~;SEO %ONSTRIJGTI9N LIMITS { j ~j ~ ~l i ~ ~ ~
F'R c~T 1 ~ ~ QPJ~ED ,I~ FENt;E , , ~ l ~F :ii
~ ~ ~ R PLUG
' ~ 4 I (~~L ~ PRG~UEi; RIP-QAP ~'~`:SIPAi!)R j t ~ II ~ ~I ~ TOP 995.5 ~ ;
PRr~p(1`iEG SLiIPE DRAIN I, ~ ~ I NV E ~s;~ 987.5
i ~ p~ ~ I li I ~ R ~ ~ TEMPORARY TURN ARQI~iVD ~ '4' ~ ~ H `,4
PROF'i)SE~ GRADE LINE ~ I1 Fj ~ ~ ~ ~ R 4S ~ I ~ I
Hl ~ ; ~ F FO 0 F ~ ~ 1n.
PRC~PC~SEO ~~vERS!t~a wA~E TRp ! Vii' ' Rq ~UNV 1 N ~ ~ ~ ~ _~_--~000'~ ~ ~ _ K 4 ~ 1 t
CN C I ~ ti ~ ~'R~~PQ ~ ~AT~'H ;~N ,ire i,_ , ENTER ! ~ SEA G BA. ~ , C w BC X ~ ~ ti~ M ~ ~
~ ~ ~i ~ = Pr ~F~:,~E~) oRAIr~GE ~ipE I TOP 10 2 ~ ~ \ H+
co a f l ~ MB'E' ~ ~ INV 1002.3 1002.3 N~ 1 ~ PIPE BY INTERSTAT `t E XT N ~
_ _ PROP,~SEo sa,rriTAR7~ ;EWER ' ~ ~ j / ~ t~ I ~ 1 E E Q 8 DIA Ct~ 1 ~ : ar. ~ ,K
~ - PRG~D5E0 WATER 'SINE ~ ~ _ ~ ~ BOx X ; .
! ~ i ~ ~ 1 ~ ~ gyp,
~i j ~ _ i ~ EXIS?.lJ; SANITARY SEWER 7.' ~J ~ - i ~ 1, / „ ~ .
I ~ TOP 996.25 l~ { ~ ~ 5 l
~-~~j EX S ~N~:~ i;ATCN BASfN ~ ~ ~ ~}V 990.25 H L~ ~ ~ _ ~KORY-CONCwER TOURISM ` 3 4
_ EX.. INi: ~~ikA1NAr PIP ~ ~ ~ / E C,EVELOPMENT i i A A,THORITY ~ ~ ~ ~ ~ °t
1 T ~ f E xiS,,n;r, wa, Ep ~ iNE / ~ A ~ i ,
EX~ T N~;, 'i~R~)(;RAPr1~C ~ :)NTl}i ik / ~ I ~ ~ \ AUNDRIA R. COULTER
v: I l ~ 7
~ ~
i _ A~~~~~.~ ~ ~ r' , . Op 9 x 1 ~ 10 1 ,
H~ P 26
~ 1 .1 ~ ~ _ ~ ~ E ~ g~ 1 ~ 1
- Q _ ~ ~ ~ ~ 998.8 1 / ~ JB1 , 99 . 0 ~ ' 88 ~ ~ ti ; ~
i , _ ~ INV .8 ~ ~ .8 ~ ~ J
_ ~ ~ - - ~ 4 ate" ~ ,

~ ~ Q' ~v~ ~ ~ >
i ~ ~ ~ I s~
0.53 AC ~A., J,i .yl-~{{.
f \ ~ ~ i d0 n. ~ ELWI~O~' PERRY ~ ' T© \ ~ ^F
~(;~L' ~ ~ ~ ~ Y,4Rp i,o 1 a: iG dry:
- COMPq NY v w . ic..
CRI ~ ALE ~ ~ - - - ~ ~ ~ > > ~ v~'~J 1 i h.
` ~ ! C - . e ,.u ~ t 033 I. +~tk', t~ ~ ? r'
~ I 4..~ ~ c ~ ~ t _ ~ ~ ~ ~ , ~
j ~ ~ - _ _ ~ - ~ 1 V X00 a 3 ~ ~
r ~ ~ a r HICh,OR~-CON V K i ~ ~ ~ 1 1; 00 ~ _ r~. ~ ~ r,;
1 ~ DEVELOPMENT AuTHO 1 ~ I ~ ' ~
R n ~ ~ ~ ~ ~ ~ ~ i ~~~.r. ~ ~ ~ - ~.:.q..~..~
fi
\ \ ~ r,.,
.~9
1 ~ 4- ~ ~ - - .w,~ ~ `r` ' ~ ~ ,"~i _ _ ~P/,,.
o ~c 11~' ~ c ~ ~ i ~ ; - S' \ ' y

1 ~ q~> > ~ ! ~ i _ - _ ' ~
. - 1 _ 1 3• bj ~ ~ qC i ~ ~ 1 \ ~ \ ~ ~
I - I ` - ~ _ _ S ~ ~ _ ~ \ ,
_ _ ~ 1 ~
~ i ~ 0.93 ~ ~ - ~ . ~
- 1 \ ~w~ _
1cr~ ,Q'~ nei r - ~ - ~ - - ~~~~_:a~.E SE ~ ~ 1 V ~ti~•. \ ~ _ A
kip ,\ROr ~ ~ ~ ~ ~ ~ \
_ _ ~ ti ~ ~ ~ ~ 'x ~ ~ - { ~
gHT~f \ Mq ~ ~
i ~ ~R ~ S ~ _ ~ ~
~ \ ~
~ ~ \ ~ ~ ~ ~
~ e. ~ ~ ' ~ ! ~ ~ ~ \ \ rr~ ~ \
B ~ - - ow~ \ - - - ~ ~ ~ _ s r ~ ,;N I
ING I ~ \ ALLEY ~ ~~ww__ ~ ~
~ -~--T-,, . \ ~N ~ ~ ~ ~ ~ y ~ "~U ~ liy f ti \
~-r~ ~ - A c V ~ 0. ~ ~ rip ~ , ~ . fR ~ ~ - ~ ;a ,
MARCO ti
~ ~ ~ TOP 1058.44 ~ ~ ~ < ~ \ i ~
! ~ ~ 0 ~ ~ INV 1 33. ~ ~ f ' ` ~ ~ `q
TOP 10fi 1. ~ ~ / / ~
INV 1033.08 ~ ~ ~ ~ ^ T, ~ / / ~ ~
L; ~ ~ - I ~ _ . _ _ 1..~ . _ ~ ~
~ _ f ~ / ~
. , v _ _ Q ~ I ~ ~
I ~ ! J ! ? ~ ~ ~ ~ _
Bt-~NG aLL ~~F DEED '~7y--180 DtE~; 9~7 ?a ~ ~ ~ _.c_ ~ ~Et~~ .~1u_ _i5. ANC ~H'`• RE
~~4AtNDE~' ~1F UEE~D i%~~--86, A~ tivEi.:_ A~ _ ~?r ~'Rr S j \ S` \ / * .fir ~ :.i,
X29 N Mq a,~ ~ ~ . ~
~ '~p, ~ M SF ~ , ~ ~~x ~ ~ ~ SUS R 1 1 ~ .
I qR - f ~ ~ R i (/'1(~a~~ \ ~ ~c ,
1 TO R ~ ~ ~
r~N ,`~-~6G~-15.iQ -REEL 4'S-86 - ~aX MAP: - - ! ~ ~ 90H 6 23 ~ rJ p , ~ r~~ . C'~r 's• r .,~a~ .
~'IN 9-6C- i ;,1 - DEED I ! 25-332 - i"AX MAP: 90H-6-23A I ! =I!v 3' -19-6C~- ,92 - DEEC. 3?9--180; ~_?G-795 - ~'?~X MAP: 168H-1-S7 J ~
r,, ~ 1 ~ 9 - -G.-4 , uEED y~~ ~ - ~ ~ 9; ~ ~ ~ 3- ~ ~8 ..ax MAPS 168H-1-58D
t yy~n ~
y
DRAWN BY ER, MC, uC APPROVED 8',, -HG REVOM 12-28-99, 1-17-00, 1-21-00, 1-28-00, 2-1-00, 2-9-00 antic Engineering o S14T. N4MEGRADU-Y-G- MAN
DATE 12-1 -~9 - PRa no. P.O. BOA' 1691
DWG "o_. Dwc; HICKORY; NC, 29603 FATMSIR f%WDS9 a ~'K INC,
PHONE [phone] FAX:[phone] e mall ar ~n~
1p onn OJuy*=ninc.corn HICKORY, NORTH CAROLINA
v

a,
~
EXISTING 4 ~ y. ~ ~ Iti ~ ~ r.
rz.. ~ _ w w4reR SALE L24 S 23'26 33 E ~ 4. "
L~ \ a.,a~~ L25 S 23'26 33 E 239.. ~ , ~
~ ~ I ~ '
3TN \ ~ q ; ~ ~ l VF 1 b .3 TURBED ACREAGE = 2fi.49 I1C. L26 S 28 49 46 E 40Q. - ~ ~,rg "ARE IS NO OFf SITE BORRt?W OR WASTE AREAS, L27 S 28'09'46" E 11 d~, ~ E
OR ~ ? C 80 0 80 160 - 240 SF TA 18" Mp ~"tE TO BALANCE.
Fkr ~ \ . INV C,yp S4 l28 S 24'42`4$" ~ ~ 544.+ so t
ON • 5 ~ SIC r , 4Q L29 N 65'44 28 W 101'. . ~ i 1 i ~ Mxw
~ OU - RAN P ~ = G plp '~0 ..cai., ~ ~c ~ L30 N 6ro3 w 1 ~
~ Ily sr STOP 970.9 Srq ' !4 c L1 N ~ s 08'30 w r ~
~ar~Q _ ~ ~ XI TiN - - NV 948.98 N ES G ~ ~A L32 N 6T ` ' " ~ ~ ` , a 22 52 w ; ox
8.2' DIA. CUIP ~ ~ ~ TOP 951.85 CUB L33 N 68'Q5'3~" W 1E?Q. ~ ; T MFR
INV 4. ~ 94T.95 'tQ~ rC 9 6 90 l ~ 11 Jg.. x ~ OR~ . ATM ~ . Op T W L34 N 69'20'45" 1V 1~3: ~
..~i ~ ~ USE SAME TYPE I ~ 1- ~ ~ N SFw L35 N ?0'58'52" W .$>fi ti D q ~R
INLET GRATE AS 2 ! 1 ~ << <~N L39 N 0 ' 1 , ~ r~ 2 94 C 9 ~3 32 E 68. -
t rNI, EXISTING CATCH BASIN _ 9, ~ I' g L40 S X0'31 40" ~ 3 . 1 ,F
AM ~ ~ T USES E SIZE I ~ ` INV 9 _ ~2. ~ ,;z~ 4 L41 N 09'53 32 E 15,x, °
PIPE AS EXISTING ~ \ - L42 N 09'53 32 £ ~ ~
~ I N1t 9'5 EXITING FIRE ~ N1t 9'53.5 L~43 N Q9'S,3'3t„ ~ ~ s
HYDRANT ~ ~ - NT BAS1N 1.44 5 7}'+t~ #4 E « ~ ,
984.40 CONSTRUCTION ~ ~ ~ 984.40. `a~': '~y ~ ~
LEGEND ENTRANCE ~ ~ .30 ~ 97 ~f ~ _ a~, o = ~°i
~ TE SLBR~ DRAIN ~ _ t~ C,
-~~~xts-- PROPOSED GONSIRUCTION L1MIT5 I TYPICAL ~ ~ ~ ~ ~ ~ v s~
! ~ . . 2 ,a~ _ } a. ,
PROPOSED SILT FENCE ~ PF TEMPORARY CK ~ R PLUG ~ ~s
FILTER _ HA ~ 4 , ' 0~ ~ ~ Q E' s~ PROPOSED RIP-RAP DISSIPATOR ~ ; I ~ TOP 995.5 ~ ~
E _ , INV` 987.5 r; G
- - - - - PROPOSED SLOPE DRAIN A ' TEMPORARY TURN AR D ` '
1, ,~Q - PROPOSED GRADE LINE ~ ~ ~lR ~ I ~ _
H~ ~ ~ E h., 1 f
~~ORY ~ ti F-. PR P IV s A MAR ~ 0 os~D D ERS1oN _w LE ~d 0 N ~ NVENTf rl \ I
ON ~ , PROP + AT~H ~Tln ELATE t ~ ti,,~ OSED BASIN / ,1UN _ , - N BOX R ~ ~ ~ ~ ~ ~
1 I ~ ~ P
~ a: a PROPOSED DRAINAGE PIPE l ~ TOP 10 ~ 2 ~ 10 2 - ~
} ~ INV 1002.3.. ~'C~ - - - PROPOSED SANITARY SEWER i ~ i 1002.3 PIPE 8Y INTERSTATE EXTEND 8 [XIk ' r-`
~ ~ I i CONSTRUCTION ~ ~ LIMEYS ~
PROPOSfL WATER LINE ~ ~ I f ~ _
~ I I ~
EXISTWG 5ANITARY SEWER i I I . ~r.~ ~5
_ _ ' ` TOP 996.25 - EXISTING CATCH BASIN i ~ v 5 _ _ ` i !
HICKO - ~ ~ INV 990.25 _ RY CONOVER TOURISM ~ ~ - E - EXISTING DRAINAGE PIPE D B ~ ~ ~
EVELOPMENT At,)T ~ HoRITY ~a , ~
- - - - EXISTING wATER UNE > 'r 1 1 , 6
EX!STINC ?C~POGRAPHlC CONTOUR ~ ~ ~ ~ ~ / ~ ~ ~ '~,AUN;DRIA~ R. COULTER ~ ~
~ ~1'
/ C~+ ~ ' ~
/ T 1 Op - - I ~ ~
~ ~ ~ 26 I - ~ ~ , 3 ~ ~ 11
- ~ •9 / 3 ~ a r
~ ~ ~ TOP 998.8 L~:_ ~ ~ . INV 992.a 998.8 ~ ~ 1 ti
_ . 992.8 ~ ~ d
~ ~ _ . 1 ~ ~ 4
I ~ I / ~
/ _ ~ ~
` 1 31' ~ ~
_ti .~4 ~ ~ ~~~Y - 4 ,~S'Ff 1. ~ .y i
- r>n p~RRY 7 - E1~WO ? ~}3
YgRD I NV ~ 1010,11 AND I TAP OMp j ~ e ~ ~ ~ ~ ~ r r
- ANY ~ I - ~ RIDE ~ ~ ly ;i
v,~~ ~ - - ; ~ ~ s ~ ~ _ ~ . ` I _ t PT, Y S
,`~#033 ~ CqC ` S~q ~ I ~ l l _ ~ I ~ ~ ,ti
~ _ - ~ TOP 1031 .,.Y"..," ,-~t7C~ ~ 7 031 ~ .x~:
' ~ ~ l~~V ~ ~ N ,409.15 r-... n j - ~ - _ 1,409.15
~ HICKORY-CUNOVER T ~ ~ - I " OURIS ~ 1 ~ _ ~ o
DEVELOPMENT AUTHORITY ~ _ I I - , I I ~ ~ ~ ~
w - ~ l ~ ~ '%:r;' F
yr IfbP t 023:4 ~ ~ INV 1011,59 ' _ ti ~ , i?I~ ~
I ~ _ _ ~H~ P ' i" ~ \ `.4
v ~CK a - ~ , ~ ~ r0 i i ~1
gB>r~~~c - - , , I p ~ ; 0~ 5 1 ~R ~ #~h_
~ ~ 4 ~ ~C4 'S~ i
i ~ 1 I i
- - ! ! I _ KS sal _ ~ ~
50 r c0 I
I ~ ~ ~ ~ ,yv;,
~ _ _ ~ I ~ ~ ~ ' ~
' ~ ~ ~ 0 "TOP 1047, 15TH AvEN1~E PLACES _ - ~ INV 1029.7 1 ~
E ~ ' 1 ~
/ ~ oars ~ ~ DOR 1 ~ , ~ ~
~ ~ ky ~G r g TAP 1046.b~ 3b 0~ FAR M I 1 _ ~ ~ _ ~ ~ .
Hr f q NSF ~ f ~ ~
° ~ R ~ • I J _ _ ~ ~ ~ ~ ~
1 ~ CONSTRUCTION _ 0 ~ ~ ~ \ ~ ~ ~s~ ~ ~
ENTRANCE ~ 6 \ ~ ~ ~ f
~ \ ~ ~1
gOW ~ ~ - - - ,i' I CUNS~RUt,T!l,N ~L~~ ~ ~ ~ ~ ~ ,
r, - ~Ol LIMI: ~ ~ ~ / N ~ ~ Fy NF ~ ~ ~ w3~
Yp p ~ FR ~ ~ ~ - '
~0. ~ ~ ~ ~ / \
~ MAACC~ - !i ~ 1 ~
: ~ ~ ToP , 058. as C3.. ~ ~ ~ / f ~
INV 1033.4 ~ TOP 1061.
~ INV 1033.08 / ~ ~ ~a~ /
w - ..a e fkjT / / ` ~
~~`h.'~54 A~~R ~ TUTA; ~ ~ 7i H NG H LNG / ~;K, ~'h
r- W ~ . ~ Fly N r~ C- 4 Q r F / v
o c~ zw i 1 ~ ~ ~ D ~
BEING A F ? -1 ~-17 ~ ~ ~ LL 0 GEED 3 9 80, DEED 9G 1 9, ~ ~ ~ V ~ ~ Ext4 te"«6 W~., 3y ir,
GEED 1125-332, DEED 1210-79.,:, AND SHE RE~ ,tl a.
MAINDER OF DEED 475-86, AS WELL AS ! OT 1. U P~ T , ~ ~ W ~ ~ ~ 8-104 DESCRIBED .N GEED 3 i 3- . 28 ~ ~ is ~ ~ ,
aQ
ST \ ~ ~ ( ~ ~ '
'~R - To J ~ ~ . ~ ~ R h w V... z ~r -
~ ~ w PIN 3712-19-60-1530 -DEED 475-SE: -TAX MAP: - - ~ ~ ~ 90H 6 23 ~ ~ ~ p~" 'i ~ t
~~N: 3712-19-60-1371 -DEED ~t25-332 -TAX MAP: 90H-6-23A ~ ~ ~ ~I ~ ~ '.ia A ,~'~j ' nS'' ty, ,.°,a,~.
P!N: 3~?~-19-60-5792 - DEEC 379-180~~210-795 -TAX MAP; 18~H-~1- 7 ~ ~ 5 0 ~ r+~ F; \ ;i<Y°~
PINS 3712-19-70-03a? -DEED 907-i79,~?313-128 -TAX MAP: 168H-1-58D ~ \ ,t
I ~
DRMMN BY APPROVED Br CHD 12"28-49, 1-17-00, 1-71-00. I-26-00, 2-1-00, 2-9-00 EB. MG MC Corp. SHf. NAME
DATU +2-13-99 PROD No. P.O. BOX 1691
FRESH FOOVS~ U*_ C_
DWG- NO, DWG HICKORY, N. C. 28603 • EAIDMnV.XSION tro(L)NTROL PLAN y
PHONE [phone] FAX[phone] e-mail at1PAmeconnir 1 Hurt 111111C.COf17 P HICKORY, NORTH CAROLINA .
4 :-'Vi'i 4'•' u.

T MP RARY IN R M ATI P y uj. E 0 SEED G ECOM END ONS ERMANENT SEEDING N0. 1 P FOR .STEEP SLOPES OR
NARRATIVE EROSION CONTROL PRACTICES EROSION CONTROL CALCULATIONS F P OR FALL OOR SOILS, LOW MAINTENANCE
PROJECT DESCRIPTION: PRE-CONSTRUCTION RUN-OFF SEEDING MIXTURE SEEDING M1XTURE
?HE Fi iRPOSE OF THIS PROJECT IS TO 1 . SEDIMENT BASIN WITH RISER BOX 10 YEAR STORM FLOW USED. SFA:CN:S RATE (1B/ACAE) SPECIES RATE (LB/ACRE)
~ON;TPUCT BUILDING AREAS FOR CONSTRUCTEC AT LOW POINT TO ~.M.A.D.A. 6.26 FOR WINDOWS RYE (CRAMI) 120 TALL FESCUE 100 LESPEDELe 3D ~i+~:'~
CJMMERCIA~ SITES. APPROXIMATELY 26.49 FILTER RUN OFF FROM DISTURBED 31.12 ACRE DRAINAGE AREAS. KOBE LESPEpEZA 10 SEEDING DATES
ACkES WILL BE DISTURBED DURING 6.26 INCH/24 HR INTENSITY (8 minute T.O.C.) MOIN+ItARfS - AuG. is -Dec. is SE LNG N T 5
~~,~,iR~,~Ti~N 2. DNERSION SWALES TO DIVERT RUN Q~0 = 35.59 CFS ED 0 E , COASTAL PLAM MID PIEONONT -AUG. 15 -DEC. 3O
OFF TO SEDIMENT TRAPS. i. NI EASTERN PIEDMONT ADD 25 LB/ACRE PENSAC,OU BAHMGRASS OR 10 LB/ACRE COM110N BERMUQAGAAS5. USE COMMON B[RYIFDA~kSS ONLY WHERE R t5 UNLIKELY TO BECOME A PEST.
;ATE GESCR~PTION: 3. TEMPORARY SLOPE DRAINS TV TAKE ROCK CHECK DAM SOIL AMENDMENTS 2. AVER AUC. 1E ~ ~ sE~ sEEO. ,
?yE 5'?E IS SITUATED ALONG AN EXISTING RUNOFF DOWN THE FACE OF THE SIZED FOR 10 YEAR STORM FLOW FOLLOW SON. ieSTS QR APPLY 2,000 LB/ACRE GROlk10 AGRICU.TURAL UMeSTONE AND 1,000 LB/ACRE 3. WHERE A PEAT 11PPEAWIt~E LS DESIRED, OMIT SERlCF,A Mq SUBSTITUTE 40 LB/ACRE BAH4IGRASS OR 15
~MAi~ vcLLE'r. THERE ARE EXISTING SLOPES TO PREVENT EROSION ON DRAINAGE Q10 WEIR DEPTH OF FLOW t0-10-t0 RRTNJ2ER. LB/ACRE BEIGAtK~hORAS5. 4. Tp CXTETD SPRMG SEEDIlIG DATES INTO JUNE, ADD 15 tB/ACRE HULLED BERMUOACRASS. HOWEVER, IT tS
THE FACE OF THE SLOPES. ;T~JCi~KES TO BE REMOVED. SLOPES ON AREA CFS LENGTH FT (IN) PREfERAlOE TO SEED TEMPORARY COVE11 MID SEED FESCUE NI 3EPT MULCN
APPLY 4.000 L0/AgPE STRAW. ANGNOR STRAW Br TACKING wml A~HALT, NETTING, OR A MtA,CH ANCHLKtNIF NUR P N T
r'-~~ ;TE RANGE FRnM 3% TO 50~ THERE 3. CONSTRUCTION ENTRANCE/EXIT Z6J4 35.59 25' 0.58 (6-31/32) SE LA S TOOT. A DISK WITH BlADeS SET NFjIALY STRAIGHT CAN 8E USE6 AS A MARCH AtICHURiNG TOOT,
` N, ~V'DENCE OF EROSION AT ?HIS TIME. PLACED AT ACCESS TO PROJECT. VEHICLE TIRES TO BE CLEANED OFF BETWEEN MAr 1 AND AUG. i5 ADO f0 lB/ACRE GERMAN I~NILET OR 15 LB/ACRE SUDA?IGRASS. PRglt TO fMY
AT THIS LOCATION DURING WET SEDIMENT BASIN MAI T NAN i OR AFTER AAiG. i5, ADD 40 Le/ACRE RYE (oImAIN) N E CE
?.C_~ACEN` PROPERTY": SIZED FOR 1806 CU.FT. DRAINAGE AREA REPAIR AND REFr~A(lLRE OAWtGEO AREAS NrM1~MTELY. iOPORESS WfTH 50 L8/ACRE OF NRROOEN NI MARCH. S IN AT EED G D ES
SAND USE IN TNf VICINITY !S WEATHEP.. BEFORE EXITING THE SITE. ~ r rr Is NECEBSAlTY ro EXTElD laiIPORARY C1IrER BEYtkID JtgIE 1 s, ouERaEEa wrrH so u/ACRE XIS {pIEOAiDNT AND COASTAL PLAIN) OR KOREMi (YOUNTANIS) LESPEDEIA MI UTE FEBRUAPy OR EARN MARCH. BED POSSIBLE
~OMMERCiAL TO THE EAST, WES?, AND 4. SILTATION FENCE TO BE INSTALLED AS TO BE CLEANED OUT AFTER EACH HEAVY RAINFALL EVENT. FALL . AUG. 25 -SEPT. i5 AUG. 20 -OCT. 25
~:~U?H N?ERSTATE 40 TG ?HE NORTH. SHOWN ON PLANS, OR IF TEMPORARY' BASW 70 BE RETAINED AFTER CONSTRUCTION AS LA1f WHITER : FEB. is - MYt. 21 FEB. t -APR, is fkl 5 BEST fOR TAIL FEBCAIE AND LATE WMgER fOR IESPEDEZAS. DNER9EEDING 8F K09E LESPEOElA OVNI
rr, SILTATION OCCURS BEYOND THE DETENTION BASIN. DIMENSIONS ARE APPROXIMATELY THE EE'E ,S APPROXIMATELY 256 ACRES OF ~ D1MfN510N5 OF THE BASIN. TALI-SEEDED TALL FESCUE ~i VERY FFFECTNE. USE UNNIJLLEO !lrERMLIDNiItAgS 5EED iN FALL
OFD SITE DRAWAGE FLOWS THROUGH THE DIVERSIONS ANU TRAPS, A., i. SOIL AMENDMENTS
I OWEP, u~GRT!ON OF THE SITE. 5. RIAVEI ENLET PROTECTION ERINGS WILL TEMPORARY SEEDING RECOMMENDATIO;tiS APPLY LIME AID FI;RTW2ER ACCORDMIG TO SON. TESTS OR APPLY +1,000 LB/ACRE CROINA A(;ItICUL1LIRAIL
BASIN DRAIN REO'D USE PROPOSED RISER OUTLET FOR SUMMER LNiESiONE AID t,000 U!/ACRE t0-18-t0 iERTN.I2ER.
.,,,;i_S. BE INSTALLED AROUND CATCN N0. AREA VOL. DETENTION BOX PIPE
';~~IL IS UNIFIED TEXTURAL CLASSIFICATION BASINS TO LIMIT THE AMOUNT OF A 31.12 56.016 56,157.78 CUFT 7x5 72° M H SEEDING MIXTURE ULC l
SP6ClS RATE (LOJACRE} APPLY 4.000 - 6,000 lB/ACRE CANRI STRAW, OR EouNaLENT COV~t OF ANOTlAR SApTABIF MIaCwNc
M, SM-SC AND IN HYDROLOGY GRGUP B. SEDIMENT ENTERING THE STORM O~yp 4o MATERYIL. ANCFN)R MULCN 0Y TACI(ING WiTH ASPFMLT, ROVWG. OR NETTNIG. NEITNI6 IS THE PREFERR€D AMCMtORNIC METHOD ON STEED SLOPES.
'NE SOIL ERODIBILITY FACTOR IS 0.24 AND DRAINAGE SYSTEM. CATCH BASIN N1 iNE PIEDYIOtIT A!D MOAINTAINS, A SAIAII-5TI101ED 9l10MIBRA~ MAV BE StJ631TiUlt7> AT A RAZE OF 60
Si1C!liL.u NP.VE A MODERATE EROSION RATE. 6 CUT SLOPES TO BE LIGHTLY 7.03 INCHES/24 HOUR FLOW USED IN RATIONAL FORMULA MAINT NAN ` E CE
NO ~iGNIFtCgNT EROSION IS ANTICIPATED ROUGHENED Br DISKING JUST PRIOR DEPTH OF FLOW: TO VEGETATING. THE SURFACE 4 TO REfERTNJ2E IN TFIE SECOND YEAR UNLESS GROMRH IS FW,I,Y AOEOUATE. AMY 8f MOWED ONCE OR TWiCE A SEEDING DATES
iv11~ TAE NEW CONSTRUCTION. c INCHES OF FILL SLOPES TO BE ORIFICE _ ~Q/ 6402A)~2 WIER= 1.5 3~367L YEAR, BUT MOWMIG IS NOT NECESSARY. RESEED, PERTtu2E, ANO MNILCH DAMAGED AREAS IWEpUTEIY.
AgUNTAINS -MAY f S -AUG. 15 PIEDMONT -MAT 1 - A?IG. t5 REFER TO APPENDNC 6,02 IN EROSION AID SEDIMENT CONTROL. PLMNRNG AND DESIGN MANAIAL FOR BOTANICN.
C~NSiF.UCTION SCHEDULE LEF-f IN A LOOSE CONDITION AND COASTAL PLARI -APR. tS - RUC. 1S
- GROOVED ON THE CONTOUR CB DRAIN DESIGN OPEN AREA DEPTH OF FLOW
ogrAlN EROSION CONTROL PLAN 7 SLOPE STABILIZATION BY VEGETATION N0. AREA CFS WIER LENGTH FT (IM I AM NT SO L ENOME S
APPROVAL AND MULCH AS NOTED IN THE 1 OA2 1.48 6.00 0.0058 (1/16) F OW RECOM Y P ou MENDAI'kINS of sG~ TEIT9 oR AAiI. 2,000 LQ~ADAE AI~ICULnIRx AJiatTONE MID ERMANENT SEEDING N0. 3P FOR .GENTLE SLOPES, Tso ~/ACID to-lo-lo FERTILIZER. SOILS WITH AV
SEEDING SPECIFICATIONS. (~-5/16) ~'_aG WORK UM!T5. 12 0.1103 ERAGE OR BETTER- MOISTURE RETENTION,
+~~:D FRE-CONSTRUCTION 8 DUST CONTROL WILL BE 2 p_7~ Z.5p 6.00 0.0167 (7/32) R I MULCH GOOLE S TES, HIGH MAINTENANCE
APPLY 4,000 l8/ACID S1RNM. ANCHOR STRAMi BY TACIOIIG WRH ASPIY~LT, KITING, OR A MULCH ANCHOPoNC
',ONFtRENCE AT LEAST ONE WEEK ACCOMPLISHED BY SPRINKLING IF 12 0.1564 1-7 81 TOOL A asK WITH BARGES SET tN'ARIr StRA1cNt avI BE USED AS A MULCN ANCHORING Tool SEEDING M i X T U R E
~'~'iC;!? ?C `TARTING CONSTRUCTION EXCESSIVE DUST IS GENERATED. ~ ~ SPECN:S RATE (LS/AI`,RE)
a W~?A~I_ TEMPORARY GRAVEL a~~ DISTURBED AREAS PERMANENTLY 3 Z70 9.49 9.00 0.1068 (i-5/16) MAINTENANCE BLEND OF iMID TURF-TYPE TALL
~N~TRUC?ION ENTRANCE/EXIT. ~EED'tD WHEN FINISHED GRADE IS 18 0.2905 (3-1/2) REACHED. 4 224 7.87 12.00 0.0413 (2-9 16 REfERTILI2E N' GROWTH IS NOT fANLY A#1EOlMTE. REfERMIIE AND MULCH IMMEDUTELY FOLLOWING FESCUE (stox) AND TWO OR EROSION Olf OTiIER DAMAGE. MORE IMPROVED KENTUCKY
N~TA~t_ SILTATION FENCE ALGN, 10. TEMPORARY MEASURES TO BE / ) BLUEORA55 WJlII'11E5 (10x) 200 - 2s0
B07H ~IpES OF THE SMALL STREA~A. INSPECTED DAILY AND MAINTAINED S L.22 7.80 12 00 0.0406 (1/2) 16) IN AT SEED G D ES r~
!NS?!>LL MAIN DRAINAGE PIPE ANL
J~;NCTrJN BOXES, UNTIL SITE IS STABILIZED. SEDIMENT y4 0.2104 (2-1/ ~ Roartl~ FAU : AUG. m - SEP1. a ~ + . ~
BASIN TO 8E CLEANED OUT AFTER !NSiALL SEDIMENT BASIN AND 6 0.81 2.85 12.U0 0.0054 (1/16) u,~e >t , ,:4
D~'.'ERSIONS BEFORE FIRST EACH HEAVY RAINFAtI EVENT, OR TEMPORARY SEEDING RECOMt~EN0ATi0NS Tv~ A~,D ~ : ANO ALTERNAINE tS 1tiEl ~ 30 t~ ll t~? . ~6, F~'~A 1 y,
r CONSTRUCTION ACT4VITY BEGINS. ~ A Y ~A~!~' 24 0.1075 (1-5/16) FOR LATE WINTER AND EARLY SPRING PERMANENT ~x~ ENq.Y EAU. ~ ,,3.~, 4,
1 t. PfR1.UWENT ION CONTROL TO BE 4.02 t 4 1 3 9.OG 0X368 (2-7/8) 7. BEGIN CLEARING CONSTRUCTION AREA, ED ITH PROPER '8 0.3788 (4-9/16)
SOIL AM NQM NT E E S SEEDING ~t#XTURE
BURN OR REMOVE STUMPS IN ,ETATiON, CATCH BASINS, AND 8 3.59 i 2.62 9.00 0.1889 (2-5/16; ARKY tM AND RR'RImR AtD6~ l~ ~ ~ ELM rA~O~ A010GR1~IgN, , SPECIES Id11E (Wlyda) , 111aS10llE AID ip00 lJ/ACIa 11-N?tIR
ACCORDANCE WfTW LOCAL/STATE DRAINAGE PIPES. 1d 0.3513 (4-1/4)
CODES. REMOVE EXISTING ARINML 11BPE0[7A Kooc w PIEpIgNT Ma MULCH t
a.22 14.83 9.00 0.2609 (3-1 /8j `,rRUGTURES 9 caElnll PIABi, APPLY 4 .leo W~ swu aNw avw oR ~Iwt~T co+a a , .~A~~,
8. RGU,H GRADE SITE, MAINTAIN BERM 78 0.3912 (4-11/16) YORtNM M M1lMTAMi) 00 MA+pI 0Y 1ACIOIIO WIIN AaMNIT, QR M COIriBNi 1NIb A WICK ANL1DMMi RDI. A all( ~ r ~ . 1MM 11A0ES SE?! NEARLY 9110NOIR 'W1 K 11~D AZ~ A IWpt ANG1MIq 11000. ~
AT TOP OF SLOPES DAILY. INSTALL 10 2.71 9.53 9.00 0.1077 (t-5/16) OiMT AIMIML l,E'SPFOElA WHEN OAAUTtON dF TEMPORARY COVER IS NOT 10 E11faA BEYOND Jllla. `S,',
rp,TCH BASINS, RE-ROUTED SEWER, 18 0.2913 MAiNTENANC + ~'~f F A E
AND DRAINAGE PIPES. i 1 1.38 4.85 9.00 0.0279 (3/8) E_DING D TES FERTNJZE AOGOpOMIG 10 9011 lE'iPS OR AP>1lY 40 L0/AC~ NR~BOpI 1N J1H, qt Fti$, 40 ACIa M S@t., ~ ~
9 TEMPORARY SEED CUT AND FILL 18 0.1857 (2-1/4) MOUNTNNS -ABOVE 2500 fi: q. 1S - MA1r I>b w . ~a~ 2000 R: i~. 1 -MAY 1 MD r0 WJIc11E NI NOt/., FROM A 12-4-0, 13-H, OR ~IiEM 1101E FENflU~ AtlOD FET1flJ$Jt r:-'
5~vPES !2 x,31 4.60 9.00 0.0251 (5/76) y:: APIUGITIOMS DARll1G WARM WGTFaR, AS TINS 9OM~1 I,OBlES 10 OIBIAOE. I1BMI in A Fi10iR Ot' P~10iR - 1 - ~ 1 2.5-3.6 NCtiES AS tIEEOED. RESEED. FERTILIZE. AND MULCH DAMADEit ARUS IABAisOMTEIY. " T"''
OOMltI P1M1 - GEC. 1 -APR. is r~x
MAINTENACNE PLAN 1g 0.1793 (2-3/16) 1 COMPLETE THE FINAL GRADING OF THE R9ER TO APPENDIX a.02 !N EROSION AND SEDIMENT CON1ROl PIANMING AAEt DESIGN i1ATNMk Fqt 001MMCN, t SOIL AMENDMENTS NANIiS .
FOLLOW ~ Of SON. TES15 OR APPLY 2.000 LB/ACRE GROUND AORlCUITUIMI UlaSTONE AID ~`~k+,;'
SITE aLL EROSION ANC SEDIMENT ~~~:~NTRO~ pRAINAGE PIPE no WAa1E to-to-tD FERT4J2ER
PEkMANENTLY VEGETATE AND MULCH PRACTICES WILL BE CHECKED FOR 7.4 WCHESj24 HOUR FLOW USED IN CALCULATIONS.
AFL REMAINING OPEN AREAS. ~TABIUTY AND OPERATION FGLLOWING SEE CATCH BASIN CALCULATIONS FOR COEFFICIENTS. MULCH
i~' WSPECT AND MAINTAW EROSION EVERY RUN OFF PRODUCING RAINFAI,~ APPLY 4,000 I,B/ACRE STNAMI. ANCIiOR 6A1AY1 BY TACKING WFM ABPNALT, gEITING, OR A MACH ANCHOIIBAP
C.ON?RCL MEASURES ON A DAiL1" BUT IN NO CASE LESS THAN ONCE PIPE DRAINAGE Q10 PIPE HW TOOL. A D191c MiFI BLADES SET NfAR1Y S1 IMOIR CAN BE USED AS A MANlCH ANCHORING 1001.
B,`.i'>. MAKE REPAIRS IMMEGiATELY EVERY WEEK. ANY NEEDED FEPAIRS N0. AREA CfS SIZE D ~ MAINTENANCE f
C'~_EaN SEDIMENT BASIN AT LEAS? WILL BE MADE IMMEDIATELY TO REFERTILIIE IF GROWTH a NOT FULLY AOEOIMit RESEED, REFERTiLIZE AiD MACH IMMEpAIEiY FOLLOWBIG
A 3.58 23.92 36" 0.75 ;Ira ;E A WEEK, OR AFTER EACH MAINTAIN ALL PRACTICES AS 8 3.16 21 1 1 30" 0.94 EROSION OR OTHER DAIAADE. ~ ~~4
~~En'v' RAINFALL EVENT. DESIGNED. C 2.09 13.96 24" 1.02 x~
A~ "ER SITE IS STABILIZED, REMOVE ALL ? SEDIMENT WILL BE REMOVED FP,OM . ~d~'°' : jn'~
?E:MPORARY' MEASURES. SEDIMENT TRAPS AFTER EACh HEAW D 20.74 134.54 60" 1.00
4 ~ F~%MANENTLr VEGETATE AlL REMAINING RA;NFALL EVENT, OR ON A w'EEKLY E 1 7.85 1 19.24 60" 0.95 ~;4` rr.
3',;
~'.'?~~RBED AREAS THAT WERE BA~a~_ GRAVEL WILL BE CLEPNED OR F 17.26 1?5.30 60" 0.94
`;ERE Bl' ?EMPORARY M~AS~!RES. P.EP'_ACED WHEN THE SEDIMENT POOL G 15.66 104.61 60" 0.88
NO L;?NGER DRAINS PROPERLY H 14.85 99.20 60" 0.84 d.
3. SEGIMFNT WILL B~ REMOVED FROM I 6.38 42 t2 48" 0.70 k
gEN!ND THE SEDIMENT FENCE WHEN ~ g,47 56.58 48"' 0.84
iT BECOMES ABOUT 0.5 FEET GFEP K 6.71 44.82 48" 0.73
AT TFiE FENCE. THE SEDIMEN' L 5.86 39. ? 5 48" 0.67 ~;kK' "<j
FEN.:. E W4LL BE REPAIRES AS M 1 06 6.31 18" 1 .00 .iYA1
NECGESSARY TO MfUNTA1N A BARRIER. AY .7
4 AFL SEEDED AREAS WILL BE ~ ~`~r ~µ~w.
FED?'~_~ZED. RESEEDED AS NEi;ESSARY RIP-RAP DISSIPATOR t ~':~j M
a,rvD M~iLCHED ACCORDING TO SIZED FOR 10 YEAR STORM FLOW f
SFEC~FiSATIONS W THE SEEDING
SPEJ~r~ATIONS ?0 MAINTAIN A PIPE PIPE OUTLET Q10 V~0 L W STONE SIZE ' . ~ S
V~GERO~_!S, DENSE VEGETATIVE COVER. N0. SIZE SLOPE CFS FPS FT FT MED MAX THICK f, S.3~ d~..,. ,qu
A 36" 109 23.92 1?.92 30 15 12° 18" 30°
D 60" 10~ 134.54 27.96 60 29 78" 27" 45° . " r ::i5`. fly af.`
'
t
~ .
J ~
it.fflF~4~' n
-IknWn B. _EB, 4C APPROVED 8~. C H D 11ENSKK+S. 2-09-00 BY:?~~~i.. ~.j.~ ~~O SW. MANE PRWMT
cnrr ~._;1_oo w'aHc. - AYiLII{% Plan Ea~°~~""a
P. ow No ~ O. BOX 1691 PHONE: (828)P~s'1S21 FA [phone] CIA&CUIAUONS FIMIOws FMI^ • ,u
HICKORY, NC 28603 e-mail atlplankronninc.crom HKKOR , CATAWBA COUNTY, N. C.
.A~

f
n
4}
- a° ~
N H
l t~„
;~~:-~y, •
~ g, I T P . , r:
~ ; ~ ~;`r.~;:
STONE !S TO BE tdAJNTAiNED , :,~ti,.. ~ ~ ~ I~. .,r, ~ . ~ ,
iN A CONDiRON AS TO PREVENT POST p t is ~ G,~ B KING . s `,fi,, _
Id TRACKIN FR M TIR 5 Y ~ UD 0 0 E 6 caNsrRUCT1bN TRAffIC. . V L~C
i AT CORNERS A . OPEN .1~. wu~TH
~ FILTER FA~IC p`_g° , ,'a ,
~ v ~ ` - kf I .,1
. FLOW FLOW W ff ~ i
c I ~ i~. $ a . I' _rl~
. , . MIN, 6" GRAVEL FILE A - ~ 'K ~ 6"
, A. ~ 5° g" ` ,.f ,
. r
BOTT0~1 Of FENCE AND +4~^ t r'`
FILTER FABRIC TO BE QtjR~D ~ EXCAVATED 8° t8" "~,;.-r~ a 7; 5" 5
- STN SI ATM 644 1- t - 3-1 2" OiA. TRENCH OE zE s s~ /2 ~ / i_u,b,
- Pq0 iS SO' TO 100' LENGTH OF 6 MIN DEPTH BY TPViW ;.o~;x
12' MiN. WtbTH POST TO BE DRIVEN - !F NECESSARY, DRESS WITH ADDITIONAL STONE AS 18" BELOW GRADE C,d
NEEDED. P 2-~4
N.T.S.
„.5 i=~. 5 :t. ~'~.Y. -~u~'",
N.T.S. NTS '
L I ~ I
i I ,z
I
I I C
fLGW I ~ I LENGTH
i I I ~r
2~_~' .1 ~ • ~ a s" I
~ ` ~ BERf~1 - STONE H A STONE EAC W Y a.. A;,#,
PIPE W STONE 512E i I I i ~ r `I
NO M D. MAX.IHIC I I
A 30' 15' 12° 18" FILTER FABRIC D 6D' 9' t8" 7" 45" ~ 6"
.TINA 5" n
M~„
N,T,~, 6" 8 6" ~a k"
N.T,ti. L NG ; . , „ ..A~..
(;I V "
rJ I F .y
6 ~ - ? / 4" WIRE MESH 6 ~
r i ~ '~iM_
'op0466 ~ ~ 1 ' 5' 'aG90aQap OpnaO ac 1 5'
A ~~%pApa coneooa c o° o a a o o° Z . ,y . , .
ao a n ;.j VARI S #57 WASHED STONE
OA Ca L ao 00 1 t~. ~ . 1.. YVlOTH LENGTH HEIGHT ATE ELEV. '
as 25~ FLOW ~ p oa op ~j - RIP-RAP 12
oa C vI' L' / * b • ~ -A 3' 3' 3' 996.Di? ~2,6r
° o as oa Z' SEDIMENT - _ _ _ _ _ _ _ _ _ _ ~ ` as - ~ aaooanoooa .+oooeoaooaaooo ~ :cacao noapooo CONTROL - y- . - 1 3' S' 954.50 9f9.',3E'I e
ST NE I~6 ~ FTR - ~ - _T_ T 0 it E ED '~GqT
WATER - ~7' 1 .M1~
P ~ ~ ~ P~ K EYwa,r ...l,~ SECTION S~ 6 n t ~ . 4 g'
O,o ~ ~ P~ 2 F ~ t~ 2 ~ , FILTER FABRlC g g~ ~ ~ ~ _
~ _
~ 6 6' 6` B 998.90 99x.90 N M~T
( --RIP-RAP t~ - 7 8' 6' 8.48' 103,0.54 102~;Q2
ca~a sro~E swat ~ no. s oe 5 a S 6 ~ .s
Ho. s7 ~ ~E PAIQ FOR AT 111E COI~bMC~t V ~ UMi1T PRICE PER TON °SE~3l1AENT CONTROL STONE ' ` s ~ '
' 4 -'}O
WIRE MESH SHAtI 8E HARDWARE CLOTH t 9 CA. MIN. AHD SHALL HAVE t/4 IN MESH OPENINGS. ELEVATION S CT 1o a' ~ r :w~
N.T.S. N.T. S CTI N ~M ~ ~ a' s 5 tor~:~G : a N.T.S.
12 4' S' 3' 1~.J0 1b~~ '
N.T.S. F tX15T OM 11.5 95.3.!3 941.43
Je-z e' Io' I ' 9~T.r3 .
4 914 ~ . . ,
JB-3 4' S' 10' 943.95 953.4A .3 Jy
JB-4 6' 6' 8' $96.30 9!13.30. y'"
N.T.S. - , JB-5 a' S' a' 1044,50 IQ4t?.5fi r~.~~sti'"'
' USE SAtu! TYP OF IN RAT A E E LET G E SIN EXISTING CATCH BASIN w; ~n_*~. ,,s~,~..
°a r
,tl.
~"ty
~ t•
C y,1 °l+'i
f.
t
h~~ ~
1 -Y--~~-t~.~yw~~~ ~u
,-USE DETENTION BASIN STRUCTURE Ill
_ V-5 ~ A 8 C 0 E f G ~ AR~iI WEIGHT WE1GF11 .
V-563fi 37~iX37~i 1~ 36x30 38x38 43 x43 4 1 x$ 720 405 605 ~ ky.
~ J 2'

FLOW ~ A a
~i:~~.
G ~ ;tt~; .
I I SCREEN j I t ~ ~ , D 7 SEDIMENT ifi
I I5~,157 CU.~. LOw I STORAGE ZONE 2~
I I I 31,977 CU.FT ' B ~:y~
i II I C K.`I ' ~ ~ fA
~ '
72" OUTLET 8„ PVC 57 WASHED STONE D .t~ ~ ~
. 's~ r ~t
BOX RISER ra . E
5x7 BOX
CATCH - BASINS ! ANQ 2 ~x F
~
N.T.S. 'w ' u ? •
_ ~ ? "t s
7
FtVtMONS §Hf. fWIE
DRAWN BT'. MG, EB 4C APPROVED BY: p1D 2-9-00 AiM1-liC PLAN ENSME
oa*c o+-zi-oo Paa. NO. DETAIL SMIKET
QWG, NO- PROJECT: HICKOR Y CA TA WBA CO. NORTH CAROLINA
p~p~~Y~~ X 21 FAX (824!327-0931 e-mu/atiplanRia &lpkn*awninc.com
F
1~•
F ~t~

r
983.00
_ ~-24" DIA MANHOLE RING & COVER
a
FLAT TOP W/MANHOLE & COVER
FLOW
EXISTING 6"
12" CMP
iNV. 954.3fi - -
Zi' 6„ 4, 6„
(4) 4'X5'Xi' PRE-CAST
CATCH BASfN EXTENSION
_ _ . RISERS 6
MANHOLE RISERS
48" ANS. DIA. F ~~w MANHOLE
Fk~ STEP
tBaSriN ~ ~ ~ MANHOLE STEP
Nl% M,o 10 9~ ~ 1 -4 VERT.
3,5 , 5 4'X5'X5.5' PRE-CAST 0~
! CATCH BASIN
10" A A
MANHOLE ;TEPS W
~ 1'-4" VERT. PROPOSED F1.0. " " 36 CMP '(LNG
- - - 6 EXtS - - CMP
INV. 953.48 18 FLOW '
TO JB-2 '
6"
PROPOSED 6' 4 6'
36 CMP INV. 953.48
10' _ EXISTING ' '
8' CMP
CTI N A-A E Q
' PRuNIJ~ED INV. 946 9G 36" ';MP P N LA

FLOW
~ INV. 946.90 ~ I

8"
~ I
I _ 8„
8 ~0
SECTION A-A
s ~ ~
. ~ - , ~ -
_ I , - - - , a,. Af ~ 1 AL's; 1
_
- - ~ ~ d. S
a.~ ,f--. . ~
h ~
_ . . ^ ~j.
Il
. ; i~a'..
A
~,~t
y ~A~,
t~1ANHOt.E R~SEkS _
4' 'NSIOE DIAMETER
~ FL~~W r~
~ ~ FRt~M ~B-3
I TINC~ALL CONCRETE PRODUCTS, iNC
SC-!?81,J TOP 5T PROPOSED
~ ~ 36" CMP ~ ~
~ ~ _ _ 8.,
i
i N RA , . ~E E L NOTES.
1. ALL EXPOSED CONCRETE CORNERS TO 8E CHAMFERED 1". -
~~T li I ~MANHG~k _ .FPS ~ i 2. CLASS "B" CONCRETE TO BE USED. UNLESS OTHERWISE NOTED. ~ )
~ ~ 3. All MORTAR JOINTS ARE TO BE 1 4". /
4. ALL EXPOSED JOINTS ARE TO BE CONCAVE TOOLED.
i S. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE ,
FLOW i EX~STiNG BOTTOM SLAB.
i Tr; JB-1 ~ 8' CMF 6. JUMBO BRICK WELL 8E PERMITTED. CONCRETE BRfCK OR
I ~ FLOW ~ ~ PR~JPOSED 4" S I ON R ,K AY ~ OL D C C ETE BLOC, S f~ BE USED NV LIEN OF CLAY BRICK. 7. ALL J TI X V R " !N
8' CMP UNC ON BO ES 0 E 3 6 DEPTH SHALL BE PROVIDED WITH STEPS t'-4" ON CENTERS. -
' .'1 10, 8. JUNCTION BOX AT END OF EXISTING 8' CMP TO BE DESfGNED AND
PROP05ED ~ - ~ FLOW MANUFACTURED BY "TINDALL CONCRETE PRpDUCT INC." S,
8 CMP EXISTING ~ i 8' CMP ~ 70 JB 9. ALL JUNCTfCiN BOXES TO HAVE A MINIMUM OF 6° LEVEL COMPACTED
A ( j l SAND OR GRAVEL AS A BEARING SURFACE UNDER ENTIRE VAULT.
F! OW ~ ~
• .
~ 4. I ~ --INV. y4E..88 - INV. 9 6 90 ~ ~ _ ~ ~1
~ ~ i
6 ~ 8 8
8.,
t ~ i ~ ~ ~
8„ ' -1 $ ~~g
_ 7 ~ 0 8 ,t`ptt/ik~1ll! ',4 ~
0 SC ,,K BASE 5B i~ si
,~__J
A
SECTION P N i • ~ v
~r i
Y ~ ~ r ~ ~ ~ `ilk ~ ~ .'~`'~~4
sw. wwE
DPAWN B. wG ES APPROVED ~ CHO Mveloms ATLANTIC tLAN ENGINEERING CAB wrc o,-n-w rno ra P.O. BOX 1691 •.attponrr,nc.cam
DETAIL S
QWG ?4Q., PROJECT. HICKORY PHONE ~~28) "-Jl FAX (82F327-0931 retail aUpkriftoni HICKORY, CATAWBA CO., NORMCAROLINA
a