19970455 Ver 1_Complete File_19970523

State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N F1
A. Preston Howard, Jr., P.E., Director
August 19, 1997
Guilford County
DWQ Project # 970455
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Michael Habig
Morningstar Group Inc.
10833 Monroe Road
Matthews, NC 28105
Dear Mr. Habig:
You have our approval, in accordance with the attached conditions and those listed below, to fill in
0.19 acres of wetlands or waters for the purpose of commercial fill at Greensboro, NC, as you described in
your application dated 20 May 1997. 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 it is issued by the Corps of Engineers. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification. This certification replaces one issued on 17 July 1997 by
removing the requirement for a wet detention pond.
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 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. Deed restrictions, conservation easements or similar mechanisms shall be placed in all lots with
remaining jurisdictional wetlands and waters to prevent future fill. These mechanisms shall be put in place
within 30 days of the date of this letter. Wetland mitigation shall be conducted as described in your
application.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Feld Office
Winston-Salem DWQ Regional Office
Mr. John Dorsey
Central Files
Bradley Bennett
r
stop oward, Jr. P
970455.1tr
Division of Water (duality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recyded/10% post consumer paper
State of North Carolina
Department of Environment, LT.IAA
IT
Health and Natural Resources 4 •
Division of Water Quality
James Hunt, Governor p E H N FI
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 17, 1997
Guilford County
DWQ Project # 970455
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDPITONS
Mr. Michael Habig
Morningstar Group Inc.
10833 Monroe Road
Matthews, NC 28105
Dear Mr. Habig:
You have our approval, in accordance with the attached conditions and those listed below, to fill in
0.19 acres of wetlands or waters for the purpose of commercial fill at Greensboro, NC, as you described in
your application dated 20 May 1997. 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 it is issued by the Corps of Engineers. In addition, you should get
any other federal, state or local permits before you go ahead with your project including (but not limited
to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except
as modified below. If you change your project, you must notify us and you may be required to send us a
new application. 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. Deed restrictions, conservation easements or similar mechanisms shall be placed in all lots with
remaining jurisdictional wetlands and waters to prevent future fill. 'Iliese mechanisms shall be put in place
within 30 days of the date of this letter. Wetland mitigation shall be conducted as described in your
application. An additional condition is that a final. written stormwater plan including wet detention basins
must be approved by DWQ before wetland (or stream) impacts occur.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone John Domey at 919-733-1786.
Attachment
Sin rel ,
ton How , Jr. P.E.
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
Mr. John Domey
Central Files
Bradley Bennett
970455.1tr
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NO 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycledtl0% post consumer paper
.' ,
LEONARD S. M"NER - -- -
Environmental Planning Consultant 7113 Hickory Not Drive
Latedscape Ambitecture Raleigh, NC 27613
Land planning (919) 370.919.1
Date: August 10, 1997
To, John Dorsey
Prom: Len Rindner
John:
Thank yQu for your approval of the permit application.
Please And attached excepts from our permit application report describing mitigation and starmwater quality
treatmem. We workzd closely with Ron Linville and he was very suppord" of our approach to the
stormwater treatmmi. Jobn 'T'homas of the USACE also conditioned the NWP #26 to include the proposed
fninhization, mitigation measures indicated in the application.
ralk
"..... No impacts are proposed to the 6' to 8' wide creek along the rear property litre. This
creek will be protcctcd by a winimurn 100' npa-OgyploRmeul buffer. Jurisdictional
Waters which will not be disturbed will be protccted during cormtrwtion from damage
due to construction traffic, drainage and other forms of disturbance".
"... The following stormwater management facilities and initig"oo measures are
facilities are proposed. These r . ect g minim on the site m j% John '1'LuarY,,,m_ tha
l• ISACE and Ron Linville of the N('DM These mit gWon facilities ark igioded to
ac= within a.75 acre to .80 acre zone of talc site and take admt= of exi.rtina nAt' ml
systems.
".» It is also important to note that the paved areas on this site are used much more
sporadically with this type of commercial use in contrast to a retail establishment
thereby reducing the potential pollatiou in first Mush runoff.
l) Minimization of impervious area on-site to the extent feasible.
" T, al W= Of im -rvio rc t1it e this SAC is 45% Mott of the rea iin ng 55%
o_f t _ area will Lmadn >?n?rgl?tIId not land r&M thereby reducing the in TnduWoa of
lawn ohemiesls,.MattQidw„ hcrbici C3. and feat mm
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID. 192700947 County Guilford
GENERAL, PERMIT (REGIONAL AND NATIONWIDE) VERIFICA'T'ION
Property Owner/Agent Morningstar -Group, Ine c/o Mr. M'ke Habig
Address Monroe 10833 Road, w Carolina 28105
Telephone No. '704 847-0445
Size and Location of project (waterway, road name/number, town, etc.) Morningstar ro up's
propgrty located off of Randleman Road adinvenl to an unnamed rib uta of Ryan Creek- near
dr?e,nshoro. in Guilford, County, North Carolina.
Description of Activity
Proposed development of a storage facility operation that willrr,5ujt ju impapta W approximately
0.20 M=s of the-Jurisdictional water5 an above beadwate s trit= Byan Creek. This
permit is condition d to ittclt?d mi i do eggures of a vegetated &i er for stormwater
utilizes lu a pools. le el s
discharge velocity and eftbaztia hftio R to h.3* ?zh 'trti 'c vegetation in the buffer.
_ -Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
_-. NWP 26 Nationwide Permit Number.
Any violation of the conditions of the Regional 0oneral or Nationwide Permit referenced above
may subject the permittcc to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verifioation does not relieve
the undersigned perruittee of the responsibility to obtain any other required Federal, State, or
local approvals/permits. The permittee may need tp contact appropriate State arid local agencies
before beginning work. ,
Regulatory Project Manager Signature
Date-July 1997 Expiration to July 8, 1999 M
i_._._
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEAI MI
ATTACHED TO THE FILE COPY OF THIS FORM, IF RE( r
4;,, tj CA445

MEMORANDUM PRINT
Re?
T0: JOHN DORNEY WQ
ENVIRONMENTAL SCIENCES BRANCH
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
-EACH ITEM MUST BE ANSWERED (USE N/A FOR
PERMIT YR: 97 PERMIT NO: 0000455
APPLICANT NAME: MORNINGSTAR MINI STORAGE
PROJECT-TYPE: COMMERCIAL FILL
COE #:
RCD_FROM_CDA: APP
REG_OFFICE: WSRO
NAMES:
viewer: 3"/2 L
SUPV.:
DATE: 120 b
NOT APPLICABLE)
COUNTY: GUILFORD f?Ecoj?-!,
PERMIT TYPE : IND. 1 jR 1991
O
DATE _FRMCDA : 05/23/97 RIVER AND SUB BASIN J: 030602 STR INDEX N0: 16-11-14-2-3
STREAM CLASS: C
WL_IMPACT?:(VN WL_TYPE: 13 t+v
WL_REQUESTED: 0,15 WL_ACR_EST?: Ykg:l
WL_SCORE M: N A WATER IMPACTED BY FILL?: ON
MITIGATION?: Y/N S•as? C,Q?,? ,,? a MITIGATION-TYPE: (9, 1 S^
MITIGATION_SIZE: ,3 , S'-0euV-.DID YOU REQUEST MORE INFO?: ?
IS WETLAND RATING SHEET ATTACHED?: Y/
HAVE PROJECT CHANGES/CONDITIONS BEEN DISCUSSED WITH APPLICANT?: Y/N
RECOMMENDATION (Circle One): ISSUE SUE/CO?TD DENY
COMMENTS : ?S`?? (?-cL m, f
L) ?a c G a ` <?- -? Q--

C- AJ %C? F ?S CC?T/ ?J- , U'
l Y F L-r ?- <Z i o- J
cG-
cc: Regional Office
Central Files
LEONARD S. RINDNER
Environmental Planning Consultant 7113 Hickory Nut Drive
Landscape Architecture Raleigh, NC 27613
Land Planning [phone]
May 20, 1997
Mr. John Thomas
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of Neuse, Suite 120
Raleigh, NC 27615
910455
Mr. John R. Dorney - Water Quality Planning
Division of Environmental Management - NCDEHNR
Environmental Science Laboratories
4401 Reedy Creek Road
Raleigh, NC 27607

Re: Individual Permit Submittal - Morningstar Mini-Storage. Greensboro, Guilford
County, NC
Dear John:
Please find enclosed the Individual Permit Application and supportive documentation for
the Morningstar Mini-Storage Project in Greensboro for your review. Please contact me
if you have any questions or require additional explanation.
Thanks.
- / e -
e o V6naa ard IS. XRR i finer, P W S
Environmental Planning Consultant
NC Landscape Architect #578
cc: Mr. Kevin Vogel
d Y

0 45?
MorningStar
Mini-Storage
Randleman Road
Greensboro, North Carolina
Guilford County
Individual Permit Report and Supporting Documenta f?
Prepared For:
MorningStar Mini-Storage
MorningStar Group
10833 Monroe Road
Matthews, NC 28105
Prepared By:
Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
[phone]
LandDesign Engineering Services. Inc.
Oak Branch Drive, Suite 14-C
Greensboro, NC 27407
[phone]
*Subject to verification by the USACE Date :5197
1
1
1 ?
1. PERMIT APPLICATION
H. PROJECT LOCATION AND DESCRIPTION
III. THREATENED AND ENDANGERED SPECIES
IV. CULTURAL RESOURCES
V. AQUATIC HABITAT
VI. JURISDICTIONAL WATERS OF THE UNITED STATES
VII. WETLANDS PERMITTING AND MITIGATION
VIII. STORMWATER MANAGEMENT PLAN
IX. PLANS AND MONITORING
X PROTECTION FROM FUTURE DEVELOPMENT
XI. CONCLUSION
APPENDICES
2
, APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710-003
(33 CFR 3251 Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions,
searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send
.mments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to
Department of Defense, Washington Headquarters Service Directorate of Information0perations and Reports, 1215 Jefferson Davis Highway, Suite
1204, Arington, VA 22202.4302: and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC
20503. Please DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: These laws require permits authorizing activities in, or affecting,
navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged
material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form will be used in evaluating the application
for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit application cannot be
processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
(ITEMS 1 THRU a TO BE FILLED 'SY THE CORPS
1. APPLICATION NO, 2. FIELD OFFICE CODE 13. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITFMS RFI nW Tn 79 Fn ( cn RV APW II`d Nn
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE ton agent is not re%wral
Morningstar Group, Inc. Mike Habig, Project Engineer
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
10833 Monroe Road Morningstar Group, Inc.

Matthews, NC 28105 4222 Atlantic Avenue
RaIP;gn
NC 77F,n4
7. APoi_ICANT'S PHONE NOS. W/AREA CODE ,
10 AGENT'S PHONE NOS. W/AREA CODE
a. Residence a. Residence
b. Business [phone] b. Business [phone]
1 1 . STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.

APPLICANT'S SIGNATURE DA
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE isee uutrucrons)
Morningstar mini-storage Randleman Rd., Greensboro, NC
13. NAME OF WATERBODY, IF KNOWN (Ifappacswei 114. PROJECT STREET ADDRESS (Ireppncabw
Unnamed tributary of Ryan Creek
15. LOCATION OF PROJECT
2711 Randleman Road
At Intersection of Corliss Rd.
and Idolbrook Rd.
Guilford NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructional
17. DIRECTIONS TO THE SITE
Access to the site is by exit 124 from Interstate I-85 / I-40
ENG FORM 4345. Feb 94 EDITION OF SEP 91 IS OBSOLETE. roponent:
18. Nature of Activity (Dewipaonorpmiec%, kwud..rneturesl
Development of storage facilities, office, parking, access corridors, general
grading and storm drainage facilities - see attached report and plans.
19. Project Purpose Mosedbe tbe rwwn of purpose of the project, see lnstroerionsl
Development of self-storage facilities for rent.
S BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
General development requirements - see attached report and proposed minimization
and mitigation measures.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
_._Eill_:-will. -include :earth. for general development - see attached plans.-
22. Surface Area in Acres of Wetlands or Other Waters Filled rseelnstrvctto,,sr
f .20 ?Scr4S
23. Is Any Portion of the Work Already Complete? Yes No Y_ IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (If more than can be entered here,
please attach a supplemental list).
Refer to attached list and survey.
25. List of Other Certifications or Approvals/Denials Received from other Federal, State or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL- IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
City of Greensboro Planning Department - Technical Review Committee
City of Greensboro Inspections - Grading Permits
City of Greensboro DOT/NCDOT - Driveway Permits
City of Greensboro Engineering Department - Water, Sanitary sewer, Storm drainage approval
'Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this
application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the
duly authorized a pent of the applic nt.
s^y2 7
SIGNATURE OF APPLICAN DATE SIGNATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
' U.S.GP0:1994-520478/82018
MomingStar Group of Matthews, N.C. is planning to develop a storage facility for rent in
Greensboro. The 13.40 acre site is in southwest Greensboro. It is proposed to be built on
the corner of Randleman Road, a major thoroughfare, between Corliss Road and
Idolbrook Drive. Access to the site is by Exit 124 from Interstate 1-85/1-40. Surrounding
landuse includes single family developments, small commercial/strip shopping centers,
and offices. This site is ideally situated to take advantage of and enhance the rapid
economic growth related to expected growth in population and employment
opportunities. The project is consistent with City of Greensboro zoning and engineering
requirements. The project includes 143,460 square feet of building coverage including
storage space. The site is heavily wooded with a mature forest along steeper slopes and
floodplain area in the rear of the property. In the process of site plan approval the owner-
developers of this project have worked hard to design a first-class development which
will meet the growing retail and residential demands of the area while being sensitive to
the concerns of their neighbors.
Due to the site planning constraints (earthwork) of a development of this type, large
contiguous areas must be graded as building pads and parking. In order to develop the_,__
property 0.20 acres of wetlands and surface waters will be impacted. This includes 1,154
If of intermittent tributary. The average width of these small streams is 2 to 2 1/2 feet.
About 500' of the streams have been channelized. The wetlands will rate as moderate to
high value relative to pollution removal, bank stabilization, aquatic life resources
utilizing Guidance for Rating the Values of Wetlands in North Carolina - Fourth Version.
To balance the environmental consequences of these unavoidable impacts to surface
waters and wetlands the developer has proposed minimization and mitigation measures
in coordination with the U. S. Army Corps of Engineers and the North Carolina Division
of Water Quality.
As shown on the plan developer seeks approval to impact approximately 0.20 acres of
jurisdictional waters in headwaters. All fill material will be unpolluted and appropriate
measures to control sedimentation and erosion will be employed. No impacts are
proposed to the 6' to 8' wide creek along the rear property line. This creek will be
protected by a minimum 100' non-development buffer. Jurisdictional Waters which will
not be disturbed will be protected during construction from damage due to construction
traffic, drainage and other forms of disturbance. The developer is proposing storm water
management and potential wetland restoration and creation to balance the environmental
consequences. These include re-creating a naturalized tributary and utilizing the 100'
buffer to treat storm drainage.
The following sections describe the important economic and planning criteria, the
description of the alternative analysis and finding of no practicable alternative,
minimization measures, mitigation and proposed monitoring, and other permitting and
environmental considerations.
H. PROJECT LOCATION AND DESCRIPTION
The proposed MorningStar Mini-Storage Project is located on approximately 13.40 acres
in the south section of Greensboro, Guilford County, North Carolina. It is proposed to be
built on the corner of Randleman Road, a major thoroughfare, between Corliss Road and
Idolbrook Drive. Access to the site is by Exit 124 from Interstate I-85/1-40. Surrounding
landuse includes single family developments, small commercial/strip shopping centers,
and offices. This site is ideally situated to take advantage of and enhance the rapid
economic growth related to expected growth in population and employment
opportunities. The project is consistent with City of Greensboro zoning and engineering
requirements. The project includes 143,460 square feet of building coverage including
storage space. The site is heavily wooded with a mature forest along steeper slopes and
floodplain area in the rear of the property. In the process of site plan approval the owner-
developers of this project have worked hard to design a first-class development which
will meet the growing retail and residential demands of the area while being sensitive to
the concerns of their neighbors.
Due to the site planning constraints (earthwork) of a development of this type, large
contiguous areas must be graded as building pads and parking. In order to develop the
property 0.20 acres of wetlands and surface waters will be impacted. This includes 1,154
If of intermittent tributary. The average width of these small streams is 2 to 2 1/2 feet.
About 500' of the streams have been channelized. The wetlands will rate as moderate to
high value relative to pollution removal, bank stabilization, aquatic life resources
utilizing Guidance for Rating the Values of Wetlands in North Carolina - Fourth Version.
To balance the environmental consequences of these unavoidable impacts to surface
waters and wetlands the developer has proposed minimization and mitigation measures
in coordination with the U. S. Army Corps of Engineers and the North Carolina Division
of Water Quality.
As shown on the plan developer seeks approval to impact approximately 0.20 acres of
jurisdictional waters in headwaters. All fill material will be unpolluted and appropriate
measures to control sedimentation and erosion will be employed. No impacts are
proposed to the 6' to 8' wide creek along the rear property line. This creek will be
protected by a minimum 100' non-development buffer. Jurisdictional Waters which will
not be disturbed will be protected during construction from damage due to construction
traffic, drainage and other forms of disturbance.
The following sections present the results of the environmental planning and regulatory
reviews of the project site and a description of the impacts and proposed minimization
and mitigation measures. The undisturbed wetland areas and the mitigation sites will be
preserved by the applicant or by a group designated by the owner for this purpose.
4
III. THREATENED AN ENDANGERED SPECIES
Federally listed plant and animal species with endangered or threatened status are
protected under the Endangered Species Act of 1973. Records maintained by the
USFWS indicate no known endangered or threatened species with ranges that extend
through Guilford County.
IV. CULTURAL RESOURCES
The Office of State Archaeology (OSA) and the Survey and Restoration Planning Branch
(SPB) of the NC Department of Cultural Resources - State Historic Preservation Office
(SHPO) was visited on April 18, 1997 to review existing mapping on the USGS Quad
maps. The purpose of this review was to determine if there was previously identified sites
in the project area. Based on the review of the maps at the OSA and at the SPB, no
previously identified or surveyed sites are currently indicated on the maps within the
project area.
V. AQUATIC HABITAT
The aquatic systems in the project area consist of headwater wetlands and intermittent
tributaries of Ryan Creek. Ryan Creek is a tributary of South Buffalo Creek. A variety of
wildlife is supported by these systems including mammals, birds, reptiles, amphibians,
fish, insects, mollusks, and crustaceans.
Therefore strict adherence to an approved erosion and sedimentation control plan will be
maintained during the construction period in order to control degradation of water quality
downstream and protect the areas to be preserved. Impacts from hazardous materials and
other toxins to fish and aquatic life such as fuels will be avoided by not permitting
staging areas to be located near surface waters. Also, as required by the 401 Water
Quality Certification conditions, measures will be taken to prevent "live" or fresh
concrete from coming into contact with waters until the concrete has hardened.
VI. JURISDICTIONAL WATERS OF THE UNITED STATES
Preliminary identification and delineation of the Jurisdictional Waters on the site were
determined according to the Corps of Engineers Wetland Delineation Manual, Technical
Report Y-87-1, 1987, with Appendices. Preliminary data gathering included review and
interpretation of topographic maps; USDA Soil Conservation Survey; aerial photographs,
and preliminary site visits to selected areas. Then the Routine On-Site Determination
Method was utilized to determine the upper boundary of the wetlands. In order to make a
positive wetland determination indicators of hydrophytic vegetation, hydric soil, and
wetland hydrology must be identified as described in the manual.
5
Typical observation plots were located along transects perpendicular to the drainage way
direction to observe and record potential indicators. This information was then recorded
on Data Form - 1 which indicates specific information about the typical plot. The upper
boundary was assumed to occur between the non-wetland and wetland plots. Due to the
complexity of this site, numerous additional test plots and borings were conducted when
necessary to increase the accuracy of the delineation. Once the wetland / non-wetland
determination was made, the characteristics at that point were utilized to determine the
wetland boundary between transects and additional test plots through visual observation.
The approximate wetland boundary was determined in the field by Leonard S. Rindner,
Environmental Planning Consultant, and was reviewed and verified by the USACE (John
Thomas) in January, 1997. This delineation between upland and wetland was then
surveyed. The actual wetland extents for submittal to the USACE for confirmation,
planning, and potential permitting purposes.
The site is within a drainage area of a headwater tributary of Ryan Creek to South
Buffalo Creek (Water Classification : C NSW) in the Cape Fear River Basin. The
majority of the site is a gently sloped ridge in various stages of secondary succession
from agricultural uses. A mature oak, hickory, beech dominated forest occurs along the
steeper slopes near the floodplain. Bottomland hardwoods including tulip poplar, red
maple, hackberry, sycamore, willow oak, and river birch occurs in the floodplain.
Portions of the floodplain include dense understory of ligustrum. Most of this area now
seems well drained. The primary soils according to SCS Soil Survey on site primarily
include Enon fine sandy, Enon-Urban land complex. These are typically well drained
upland soils. The steeply sloped areas could be subject to severe erosion. The floodplain
soils include Chewacla sandy loam. According to the SCS, there may be a hydric
inclusions in poorly drained locations. The vegetation in the forested wetland areas are
dominated by Facultative, Facultative Wet, and Obligate plants and includes red maple,
green ash, alder, silky dogwood, and other typical tree and shrub species. The herbaceous
layer consisted of sedges, soft rush, and others.
JURISDICTIONAL. WATERS AND WETLAND DESCRIPTION
1) "A" - Wetland Area and intermittent tributary (PSSIA) = ± 0.19 acre
2) "B" - Bed and Bank Tributaries (PFOIA) = + 0.04 acre
3) "C" - Bed and Bank Tributaries (PFOIA) = + 0 11 acre
Total Jurisdictional Waters = + 0.34 acres
Intermittent Tributary - 1,354 LF
Perennial Tributary - 715 LF
6
Impacts to Jurisdictional Waters on this site have been avoided and/or minimized to the
extent feasible. Impacts to wetlands are limited to the following:
1) "A" - Wetland Area along tributaries (PSS IA) = + 0.16 acre
2) "B" - Bed and Bank Tributaries (PFOIA) = + 0.04 acre
3) "C" - Bed and Bank Tributaries (PFOIA) = + 0.00 acre
Total Jurisdictional Waters Impacted = ± 0.20 acres
Existing Length of Stream
Average Stream Width
Stream Remaining
Impacts to intermittent tributaries
± 2, 069 LF
+ 6' to 8' Wide Perennial
+ 2' to 2 1/2' Wide Intermittent
+ 715' LF -Perennial
- + 200' LF - Intermittent
+ 1,154' - Intermittent tributary
VII. WETLANDS PERMITTING AND MITIGATION
The area was identified by the developer as an appropriate location to develop this
project based on an extensive economic, marketing and demographic analysis. During
earlier planning stages other sites as depicted on the attached exhibit were investigated
but lacked the appropriate dimensions, and zoning to accommodate the development.
The owner reduced the overall project size to allow for the 100' Buffer Area adjacent to
the creek.
In order for the retail development to be successful and recover the initial multi-million
dollar investment certain spatial criteria must be met. These parameters include:
a) Visibility from major roadways.
b) Corners and/or intersections which historically is the location of the market place.
c) Sites are generally rectangular having a lot depth not to exceed 800 - 1000 feet in order
to provide visibility for anchor tenants from adjacent roadways.
d) Site requirements must also meet local setback, buffer, detention, fire, and landscape
development requirements.
7
Improperly designed retail centers often fail and leave vacant buildings as eyesores in the
community. Further reduction of the size of the building does not meet current market
design standards and severely jeopardize the success of the project in this highly
competitive industry. For these reasons, it is apparent that with the proposed mitigation
and minimization measures to reduce the environmental consequences of this intense
development that the wetland area and small stream areas be filled for this retail
development.
While most of the impacts to jurisdictional waters and wetlands are apparently
unavoidable due to the engineering, and spatial requirements, stormwater treatment
facilities will be incorporated into the design of the project. No impacts are proposed to
the 6' to 8' wide creek along the rear property line. This creek will be protected by a
minimum 100' non-development buffer. Jurisdictional Waters which will not be
disturbed will be protected during construction from damage due to construction traffic,
drainage and other forms of disturbance.
The following avoidance and minimization efforts and measures have been taken:
1) Reduction of project scope of the project to allow for the development of
stormwater management facilities and wetland creation mitigation if applicable.
2) Modification of typical and standard treatment of storm drainage design.
3) Best Management Practices will also be employed to minimize impacts to
Jurisdictional Waters.
This will include:
a) Siltation Barriers; Sediment Traps and Diversion Ditches
b) Barricades to define construction limits
c) Preconstruction meetings
d) Vehicular access will be restricted to specific areas to avoid disturbance to
adjacent wetlands and natural areas to be preserved.
e) Methods to prevent short term impacts will be inspected regularly and
maintained during construction of the project.
f) Wetlands to be preserved will be clearly marked prior to construction to
prevent accidental damage to wetlands. The contractors will be held responsible for
unauthorized wetland damage not permitted according to plans and specifications.
Preconstruction meetings shall be held if necessary with representatives of the USACE
and the NCDWQ.
8
g) Short term construction impacts, primarily stream sedimentation will
affect aquatic habitat, however this will be minimized to the extent practicable to
promote rapid recovery.
h) Project construction will strictly adhere to an approved Sedimentation and
Erosion Control Plan. Best Management Practices will include utilizing siltation trapping
ponds and other erosion control structures where appropriate. Impacts from hazardous
materials and other toxins to fish and aquatic life such as fuels will be avoided by not
permitting staging areas to be located near surface waters.
i) As required by the 401 Water Quality Certification conditions, measures
will be taken to prevent "live" or fresh concrete from coming into contact with waters
until the concrete has hardened.
A final stormwater management and mitigation plan has been developed to provide for a
"no net loss" of wetland habitat, value, and function to the extent feasible on this site.
The wetlands on this site based on an evaluation by the NCDWQ were of high quality
and value according to the Fourth Version - Guidance for Rating Values of Wetlands in
North Carolina. Most of the values are attributed to:
Bank Stabilization
Pollutant Removal
Aquatic life habitat
The following stormwater management facilities and mitigation measures are facilities
are proposed. These reflect a review on the site with John Thomas of the USACE and
Ron Linville of the NCDWQ. These mitigation facilities are intended t occur within a
.75 acre to .80 acre zone of the site and take advantage of existing natural systems It is
also important to note that the paved areas on this site are used much more
sporadically with this We of commercial use in contrast to a retail establishment
thereby reducing the potential pollution in first flush runoff,
1) Minimization of impervious area on-site to the extent feasible.
Existing forested areas to remain to the extent feasible. The total area of impervious
surface on this site is 45%. Most of the remaining 55% of the area will remain natural
and not landscaped thereby reducing the introduction of lawn chemicals, pesticides,
herbicides, and fertilizers.
9
2) Stream Relocation and Creation
Re-establishing a natural vegetated channel with rip rap jointing, natural planting and
other methods to dissipate velocity and create pools and riffles. The revegetated channel
as well as other on-site storm drainage will flow to a plunge pool and then to a stone
level spreader. These will spread storm drainage evenly over the approximate 100' wide
forested area for treatment. It is expected that substantial portions of the floodplain area
will be restored to wetlands. Storm drainage from the existing and mostly stable
residential area to the south of the site will bypass the storm drainage system on this site.
3) On-Site Wetland Creation
The creek apparently has been substantially eroded due to the increasing amounts of
stormwater from the surrounding urban areas. This has hydrologically isolated portions
of the adjacent floodplain by reducing the frequency and duration of water inundation
and saturation within the proposed mitigation area. The loss of the wetland hydrology has
also been enhanced by deposition of sediments from disturbed areas upstream. The
USACE confirmed that these areas are not considered jurisdictional wetlands. It is
expected that with increased frequency and duration of saturation from stormwater runoff
that several pockets within the floodplain will be restored or enhanced adequately to
become jurisdictional wetlands. This observation was made with the assistance of Ron
Linville of the NCDWQ. This will be accomplished by directing stormwater to these
areas to these areas as well as for stormwater treatment. The water will be diffused
utilizing plunge pools, level spreading devices, and/or other methods to reduce discharge
velocity. The floodplain area has a diverse population of hydrophytic vegetation that will
likely withstand the increased duration of saturation and ponding in the winter and early
spring. Dominant species include sycamore, red maple, silky dogwood, privet,
tulippoplar and sweet gum. Herbaceous species currently include honeysuckle, poison
ivy, microstegium, and others. It is expected that with increased saturation some
vegetation may suffer, such as eleagnus, privet, honeysuckle, as well as other upland
species. However it is expected that willow, green ash, alder, and other herbaceous
species would succeed naturally. Additional vegetation monitoring will be conducted
following issuance of the permit to determine the need for additional planting in the
future to enhance the habitat values.
The use of BMP's will be used as appropriate to minimize unavoidable impacts. Impacts
from hazardous materials and other toxins to fish, such as fuels, will be avoided by not
permitting staging areas to be located near tributaries or wetlands. Also, measures shall
be taken to prevent live or fresh concrete from coming into contact with waters until the
concrete has hardened. Employment of strict erosion and sediment control procedures
will be specified to avoid impacts to water quality.
10
Existing wetlands and surface waters and buffer areas will be protected from erosion and
sedimentation during construction and installation of the mitigation sites. Control
structures such as sedimentation traps, siltation barriers, and/or at a minimum silt fence
will be utilized as necessary.
The Stormwater Management Plan has been designed and implemented for the project to
meet the 401 Water Quality Certification requirements. The stormwater management
facilities will be designed the Stormwater Best Management Practices NCDEHNR'
November 1995.
To help offset the loss of the wetlands value and reduce the potential nutrient impacts
downstream the developer proposes utilizing the non-wetland floodplain and a 100'
buffer and filter strips to treat runoff while preserving the mature forest habitat to the
extent feasible and to potentially create/restore storm drainage wetlands as the primary
treatment system. Properly designed filtration areas and buffers have been proven to be a
viable solution to reduce pollution and have been utilized to protect reservoirs and
streams in protected watersheds. Establishing and maintaining a natural, forested, low
maintenance ecosystem will reduce the volume of runoff, and thereby reduce erosion and
pollutants coming from an area of more intensive land use to a water body. The reduction
of erosion and pollutants occurs through natural mechanisms such as deposition,
infiltration, adsorption, absorption, filtration, and decomposition. Natural forested areas
have the capacity for collecting and storing nutrients and the canopy protects the soil
from erosion. If additional area is necessary for treatment based on calculations during
the design process, stormwater wet detention ponds or other methods will be utilized to
supplement the proposed treatment plan.
The specific plans will include:
1. Detailed Description of Proposed Treatment Facilities
2. Methods of Construction
3. Grading Plan & Storm Drainage Plan
4. Planting Plan for relocated channel
5. Monitoring Methodology
6. Schedule
7. Additional Information as required-'USACE & NCDWQ conditions
All new plantings will consist FACW and OBL species. Planting will be
conducted in the spring and the fall. Annual ryegrass or other annual vegetation will be
utilized in order to provide temporary stabilization during the summer and winter months
or until planting times become available.
11
During planting wetlands and surface waters will be protected from erosion and
sedimentation. Control structures such as sedimentation traps, siltation barriers, and/or at
a minimum silt fence will be utilized as necessary.
Scrub/Shrub
Alnus serrulata. Betula nigra Cephalanthus occidentalis
Cornus amomum Ilex decidua Lindera benzoin
Sambucus canadensis Viburnum species Others as approved
Bmomland Hardwood
Diospyros virginiana Frax. pennsylvanica Nyssa sylvatica
Quercus species Taxodium distichum Others
Herbaceous
Zone 1 - Wetland areas in temporarily saturated soils or subject to occasional and
brief inundation
Agrostis alba (Red Top) Polygonum spp.(Smartweed) Carex species (Sedge)
Juncus effusus (Soft Rush) Eleocharis spp.(Spikerush) Leersia sp. (rice cutgrass)
Zone 2 - Wetland areas prone to persistent flooding or nonding
Moist to 1 Foot of Water
Three Square Bulrush Creeping Spike Rush Soft Rush
Sedge species Lizard Tail
Shallow Water Plants
Sweet Flag Arrow-Arum Duck Potato
Pickerel Weed others
Planting shall be in naturalistic / random clumps to encourage diversity. Specific plant
species, quantities, and size which will be utilized for the mitigation sites will be
dependent on availability, cost, time of year in which planting occurs. Existing wetlands
and surface waters will be protected from erosion and sedimentation during construction
and installation of the mitigation sites. Control structures such as sedimentation traps,
siltation barriers, and/or at a minimum silt fence will be utilized as necessary.
Future impacts to wetlands that are created and preserved will be protected by the
applicant or by a group designated by the applicant for this purpose. Deed restrictions
and protective covenants will be developed to protect these areas from future
development. These deed restrictions will be submitted to the USACE and the NCDWQ
for approval. 12
It is expected that willow, green ash, alder, and other herbaceous species would succeed
naturally in these created wetlands. Additional vegetation monitoring will be conducted
to determine the need for additional planting in the future to enhance the habitat values.
Detailed plans for the mitigation areas will be further articulated from the plans included
in this document. These plans will be submitted to the U.S. Army Corps of Engineers and
the North Carolina Division of Water Quality for approval. Plans will include :
Site Preparation Requirements
Vegetation Requirements
Tracking and Monitoring Requirements
A monitoring program will be developed to monitor the mitigation areas to include:
Vegetation Parameters
Species Composition and Abundance
Survival
Growth
Monitoring of vegetation will be conducted on a semi-annual basis for five years
according to the following general procedures.
A. Measure growth, species diversity, advise on removal of invasive species.
B. Establishment of a representative sample observation plots
C. Periodic site visits will be conducted for maintenance, aesthetic purposes, and
possible modifications to increase survival rates.
D. Field data will be recorded on a monitoring data form and submitted along with
representative photographs in a annual monitoring report. This will be submitted to the
Corps of Engineers, NC Division of Water Quality. At the end of the fifth year a report
will be prepared for review and to determine the need for future monitoring or
modifications.
Reporting
Annual Progress Reports will be prepared which summarizes the data collected in the
field and notes trends. Photographs at fixed stations will be taken to document the trends
and changes occurring at the sites. These reports will be furnished to the USACE and the
NCDWQ. After the fifth year of monitoring, a summary report and as-builts will be
furnished to the USACE and the NCDWQ for review and discussion regarding
compliance of the project with conditions of the permit.
Success Criteria
The data collected during the monitoring period will be utilized to evaluate the success of
the mitigation areas. The success criteria will be as follows:
13
Soil saturation within 12 inches of the surface for a minimum of approximately
12 consecutive days during the early part of the growing season.
Establish at least one hydrology indicator per the 1987 USACE Wetland
Delineation Manual in the sample plot.
Establishment at least one hydric soil characteristic or match adjacent riparian
habitat surroundings.
Not less than 60% survival rate for planted saplings or other planted vegetation.
These vegetative, soil, and hydrological characteristics must be met to determine success
of the wetland mitigation. If the mitigation is determined to be unsuccessful the
following one or more of the following contingency plans will be implemented.
1) Selected re-installation of vegetation, thinning, and/or acceptance
2) Hydrological modifications or manipulation
3) Alternative sites
4) "In Lieu Fees"
Schedule
Grading and installation of water control structures where applicable will be conducted
concurrently with project construction and is expected to begin in the spring/summer of
1997. Vegetation planting and installation is expected to be conducted in the dormant
season of November, 1997-March, 1998. Temporary crops in areas to be seeded may be
required until final planting is conducted.
X. PROTECTION FROM FUTURE DEVELOPMENT
Upon completion of construction of the mitigation sites as - built drawings will be
prepared. The survey will include:
boundary of each area
finish grades
drainage control features
The preserved and created wetlands and buffers will be protected from future impacts by
the applicant or by a group designated by the applicant for this purpose. Development of
these areas will be deed restricted in accordance with restrictive covenants which will be
developed for approval by the USACE and/or NCDWQ.
Restrictive Covenants will include the following information:
The area shall remain in its natural condition in perpetuity
Acreage of wetland preservation area, wet detention ponds, and created wetlands
Prohibition of the placement of utilities, filling, dredging, construction, or other
activities.
14
A permanent easement for the purpose of constructing, monitoring, and
maintaining the mitigation area and preserved wetlands.
Obligations if monitoring indicates that the area has not met the 1987 U.S. Army
Corps of Engineers Wetland Delineation Manual criteria.
XI. CONCLUSION
The 13.40 acre development will have useful benefits to this rapidly growing region. The
development will be an asset to this area of Greensboro by needed services. The goal of
the site plan with minimization and mitigation measures is to help balance the
environmental consequences of this development by creating and/or protecting beneficial
wetlands and surface waters and protecting water quality downstream.
Due to the economic, engineering, and spatial requirements of a commercial
development of this magnitude and after a thorough alternative analysis, filling of the
wetlands areas on this tract has been proven to be unavoidable. We have reacted
positively to recommendations and concerns of the USACE and NCDWQ. The developer
has made a sincere commitment to provide the minimization measures and compensatory
mitigation for impacts to streams and wetlands in order to develop this commercial
facility as provided in the application.
We are requesting your assistance and approval of our application with the conceptual
mitigation plan as expeditiously as possible to help meet many contractual commitments.
Since the engineering, architectural, sedimentation and erosion control, stormwater
treatment and wetland mitigation on this complex project need to be designed together,
the plans will be developed concurrently with the Construction Documents to make sure
they are effectively coordinated. As stated in our application final mitigation plans will
be submitted for approval to the USACE and the NCDWQ for approval. Construction of
the mitigation site if on-site will occur concurrently with other aspects of the project.
15
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JURISDICTIONAL WATERS AND WETLAND DESCRIPTION
1) "A" Wetland Armand intermittent tributary (PSSIA) =±0.19 acre Morningstar Mini-Storage
2) "B" Bed and Bank Tributaries (PFOI A) = + 0.04 acre Guilford County, North Carolina
3) I.C. Bed and Bank Tributaries (PFOIA) =+0 11 acre Leonard S. Rindner, PWS
Total Jurisdictional Waters = + 0.34 acres
Exhibit 5 OF XO
Intermittent Tributary - 1,354 LF
Perennial Tributary - 715 LF
Date : April 28, 1 997
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:I Leonard S. Rindner, PWS
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Guilford County, North Carolina
Leonard S. Rindner, PWS
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Guilford County, North Carolina
Leonard S. Rindner° PWS
OVERALL PERMITTING & STORMWATER TREATMENT/ Exhibit 9 OF 20
MITIGATION PLAN
Date :April 28, 1997
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INGSTAR MINI-STORAGE MAY. 1997
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Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit 10 OF 20
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SECTION Date : April 28, 1997
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Guilford County? North Carolina \ ?•; \`?? \`?. '" ?` `: h ' -'? e
Leonard S. Rindner, PWS+ , \ \? `? •?, `; T\ •\ . :' e LL
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Exhibit 14M 20 _ t
Date : April 28 1997 Q
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PLAN VIEW
NOT TO SCALE
LIVE STAKING
BURY A MINIMUM
Fn? GRADE ? of e' (TYP.)
EROSION CONTROL
MATERIAL -
EXISTNG CHANNEL BOTTOM
NORMAL
WATER LEVEL
PLANT SPACING BASED ON
TYPE OF VEGETATION
AND SITE CONDITIONS.
SECTION A-A
MECKLENBURG STORM WATER SERVICES
CHANNEL RESTORATION TECHNIQUES
MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit 15 OF 20 >
Date : April 28, 1997
Procedure:
1. Material:
A. Live staking plant materials must be from dormant shrubs or trees that will root
well from cuttings and are appropriate for the hydrologic zone in which they are
planted. For example, black willow, silky dogwood and elderberry all generally
root well and may be planted in either zone. Cuttings should not be smaller than
1/Z inch in diameter and not greater than 2 inches in diameter. Recommended
staking materials for the two planting zones may include:
Frequently Flooded:
1. black willow (Salix nigra), tree, 80-100 ft.
2. silky dogwood (Cornus amomum), shrub, to 10 ft.
3. elderberry (Sambucus canadensis), shrub, to 12 ft.
4. cottonwood (Populus deltoides), tree, to 100 ft.
5. tag alder (Alnus serrulata), shrub, to 15 ft.
6. spicebush (Lindera benzoin), shrub, to 10 ft.
6. arrowwood viburnum (Viburnum dentarum), shrub, to 10 ft.
7. yellow-root (Xanthorhiza simplicissima), spreading shrub, 2-3 ft.
Infrequently Flooded:
1. black willow (Salix nigra), tree, 80-100 ft.
2. silky dogwood (Cornus amomum), shrub, to 10 ft.
3. elderberry (Sambucus canadensis), shrub, to 12 ft.
4. coral berry (Symphoricarpos orbiculatus), shrub, to 3 ft.
5. groundselbush (Baccharis halimifolia), shrub, to 12 ft.
6. arrowwood viburnum (Viburnum dentatum), shrub, to 10 ft.
7. shadbush (Amelanchier arborea), tree, to 40 ft.
8. redbud (Cercis canadensis), tree, to 40 ft.
2. Equipment:
A. A saw, loppers, and pruning shears to collect and prepare stakes;
B. A steel rod or rebar of slightly smaller diameter than the cuttings to be planted
(multiple rods may be required). A small sledge hammer(s) may be required to
pound the rod(s) for the pilot holes;
C. A dead blow hammer to drive the live stakes. MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit Ito CV 20
Date : April 28, 1997
REOIRNTLY
FLOODED
MATCH EXISTING GROUND
CUT EXISTING BANK To
F?W. CREEK BANK SLOPE
EROSION CONTROL
MATERIAL
RECONTOLMING
OF BANK -?
MATCH CHAW4EL BOTTOM
EX1SnNC
EXISTNG CRUNEL BOTTOM
2
CONSTRUMN NEW
BANK (F REGUR DOF ) T r
SEE
NOTE 2 I
NOTEI
CEOTEXTI E FAEMC ?- FILL TO FNSN BANK SLOPE
W"H COMPACTED ORCAMC
NCDOT RIPRAP FREE FXL MATERw_ FILL To
BE PLACED N 1 • MAX. USS
AND COMPACTED BEr*M LIFTS.
RIPRAP TOE PROTECTION
WITH BANK CONTOURING
NOTES:
1. RIPRAP SLOPE SHALL BE SITE SPECIFIC.
2. RECOMMEND TOP ELEVATION OF RIPRAP
BE SET AT 2-YEAR EVENT.
MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
MECKLENBURG STORM WATER SERVICES Exhibit 17 OF 20
CHANNEL RESTORATION TECHNIQUES Date : April 28,1997
A?
OF 6MIK
P JOINT
4G (TYP.)
OF SAW
OF RIPRAP
PLAN VIEW
NOT TO SCALE
RIPRAP JOINT PLANTING
IT A//??MyMUL/Y
Ir (TYp.)
7')
D ON
SECTION A-A
MECKLENBURG STORM WATER SERVICES
CHANNEL RESTORATION TECHNIQUES
MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit JIB OIL 20
Date : April 28, 1997
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MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit I q Otr 7-0
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ADJACENT PROPERTY OWNER KEY
Date : April 28, 1997
24. List of Adjacent Property Owners:
1 - S. S. Clark, Sr., Property N/F
Section 2 Dixie A. Hull
PB 31 PG 45 DB 3481 PG 951
,2 - S. S. Clark, Sr. Property N/F
Section 2 Robert L. Stitz
PB 31 PG 45 DB 2907 PG 308
3 - S. S. Clark, Sr. Property N/F
Section 2 David Bartlett
PB 31 PG 45 DB 3512 PG 2202
y- - S. S. Clark, Sr. Property N/F
Park Strether K. Cox
Section 2 DB 3657 PG 1614
PB 31 PG 45
S- Woodlea Acres
Section 7
Flood Plain & Open Area
PB 38 PG 14
G - N/F
Albert Reeder
DB 2549 PG 833
7 - N/F
Walter Wayne Reeder
DB 4259 PG 721
Refer to enclosed survey for locations of adjacent property owners.
MorningStar Mini-Storage
Guilford County, North Carolina
Leonard S. Rindner, PWS
Exhibit ZO 01= 20
LIST OF ADJACENT PROPERTY OWNERS Date : April 28, 1997

LanbDesign
Engineering Services, Inc.
May 13, 1997
Mr. Leonard S. Rindner, PWS
Environmental Planning Consultant
7113 Hickory Nut Drive
Raleigh, NC 27613
RE: Morningstar Mini-Storage
Randleman Road, Greensboro, NC
LDESI P.N. 76044
Dear Mr. Rindner:
Please find the following reasons the above referenced site has been selected by Morningstar Group,
Inc. for their next Mini-Storage Development and why there are no practical alternatives to that site.
As you know, any commercial development has to meet certain minimum requirements to be
successful. Obviously, one of the most important is site selection. Sites, such as the selected
Randleman Road Site, requires adequate access, dimensions, and local zoning and development
requirements. The marketplace is also essential. There needs to be a substantial customer base at
the local level.
Morningstar Group has been looking for just such a site in the Randleman Road area for the past two
years. Other sites investigated have either been too small, did not have the required access or did
not have the visibility requirement to the community. One site in particular, see attached map, was
not zoned correctly and turned down for a rezoning petition.
The Randleman Road site is ideal for Morningstar Group. It presents a highly visible site along a
major roadway with a large number of residential and commercial patrons in close proximity to the
site. It was for these reasons that Morningstar Group, after two years of research, decided that the
Randleman Road site gave them the greatest possibility for success.
1700 East Boulevard 14-C Oak Branch Drive
Charlotte, NC 28203 Greensboro, NC 27407
Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone]

.a
Mr. Leonard S. Rindner, PWS
May 13, 1997
LDESI P.N. 76044
Page 2
Please feel free to incorporate this information in your report.
Call if you have any additional questions.
Thank you.
Sincerely,
Kevin W. Voge
LandDesign Engineering Services, Inc.
KWV/tmr
?A

LanbDesio
Engineering Services, Inc.
DATE: May 5, 1997
TO: Len Rindner
Environmental Planning Consultant
FROM: Kevin Vogel, PE
LandDesign Engineering Services, Inc.
RE: Morningstar Mini-Storage
Randleman Road Site
The following is a list of additional certifications and approvals required for the above referenced
project:
1. Planning approval through City of Greensboro Technical Review Committee - City of
Greensboro Planning Department.
2. Grading Permit issued through City of Greensboro Inspections Department.
3. Driveway Permits issued through City of Greensboro and North Carolina State
Department of Transportation.
4. Construction Drawing approval through City of Greensboro Engineering Department -
Includes approval of water, sanitary sewer and storm drainage utilities.
Keep in mind that watershed approval of this site is not required on a local level due to the fact that
the site is not within a water quality watershed. Let me know if you have any questions.
Thank you
KV/tr
1700 East Boulevard
Charlotte, NC 28203
Telephone: [phone]
Fax: [phone]
14-C Oak Branch Drive
Greensboro, NC 27407
Telephone: [phone]
Fax: 910.855,1864