20050622 Ver 1_Complete File_20050412

~jm~QJ

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
EUGIUEERIUG · LAUD PLAUUIUG · SURVEYIUG

6415 Old Plank Road, High Point, NC 27265
[phone] · Fax [phone] · www.dmp-inc.com

April 18, 2005

RE: 401 Water Quality Certification for
UNCG Privatized Housing
DMP Project E-3745 (BF)

Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

To Whom It May Concern:

We respectfully request that the Pre-Construction Notification form for the University of North Carolina at
Greensboro Privatized Housing project be withdrawn. This project will entail approval under a Nationwide Permit
#39. The impacts to this drainage feature is less than 150 cumulative feet which means that written approval will
not be required. Although a permit will not need to be issued the contractor will still be required to follow
conditions set forth in WQC #3402. This information will be issued to the contractor with the erosion control
grading permit. The erosion control permit is currently being reviewed by the Land Quality Section

If you have any questions, please do not hesitate to contact me or Eddie MacEldowney at 336-886-4821.

Sincerely,

Davis-Martin-Powell and Associates

~L1-eJ)ili(l f cld .
JaV' u f~EI '

Cc;; Daryl Lahlb
File

m[g@[gO\Yl[g @

APR 2 1 2005

DENR - WATER QUALITY
WETUJIDS ArID STORMWATER BRANCH

Triage Check List

Date:

4/14/05

Project Name: UNC-G Privatized Housing
DWQ#: 05-0622
County: Guilford

Daryl Lamb, Winston-Salem Regional Office

To:

60-day processing tin1e:

4/12/05

6/1 0/05

From: Cyndi Karoly Telephone: [phone]

The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.

D Stream length impacted
D Stream detern1ination
Wetland detern1ination and distance to blue-line surface waters on USFW topo maps
D Minimization/avoidance issues
D Buffer Rules (Neuse, Tar-Pamlico, Catawba, Randleman)
D Pond fill
D Mitigation Ratios
Ditching
D Are the stream and or wetland mitigation sites available and viable?
D Check drawings for accuracy
D Is the application consistent with pre-application meetings?
Cumulative impact concern
D

D

D

Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested inforn1ation to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

'. .

DAVIS-MARTIN-POWELL & ASSOCIATES, INC.
ENGINEERING · LAND PLANNING · SURVEYING

dmp

6415 Old Plank Road, High Point, NC 27265
[phone] · Fax [phone] · www.dmp-inc.com

TRANSMITTAL

Date: April 8, 2005

Re: UNCG Privatized Housing
Job No. E-3745

To: North Carolina Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

We are sending you attached the following items:

D Shop Drawings
D Prints
D Plans

D Samples
D Specifications
D Disk

D Copy of Letter
D Other

# Copies Drawing # Description Disposition
7 PCN and supporting documents For review and
approval

Remarks:

c: File

mlEl@rnow&J@

APR 1 2 2005

By: 111 /lJZr;.
f () Jafgu ey,EI

. DENR. WATER QUAliTY
\.'ETLANOS AND STO;i!'~I'/ATER BRAl:ClJ

, .

~@@rnnw@~

APR 1 2 2005

Office Use Only:

Fonn Version May 2002

DENR. WAlER QUALITY lCH
\,,'E11JJ~DS NiD STORM\'l.A.'TER BRN
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "Nt A".)

I. Processing

1. Check all ofthe approval(s) requested for this project:
~ Section 404 Permit D
D Section 10 Permit D
~ 401 Water Quality Certification

Riparian or Watershcd Buffcr Rules
Isolated Wetland Permit from DWQ

2. Nationwidc, Regional or Gencral Permit Numbcr(s) Requested:

3. If this notification is solely a courtcsy copy because written approval for the 401 Ccrtification
is not required, check hcre: D

4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and chcck here: D

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmcntal Concern (see the top of page 2 for further details), check here: D

II. Applicant Information

1. Owner/Applicant Information
Name: Fred Patrick UNC-Greensboro
Mailing Address: UNC Grcensboro
Facilitics Design and Construction
Gray Home Management House
P.O. Box 26170
Greensboro, NC 27402-6170

Telephone Number: [phone]
E-mail Address:

Fax Number:

[phone]

2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Paul Cook
Company Affiliation: Place Properties
Mailing Address: 3445 Peachtree Road N.E.
Atlanta, Ga 30326

Page 5 of 13

Telephone Number: 404-495-7636 Fax Number: 404-495-7545
E-mail Address:[e-mail]
III. Project Information

Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also providc a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may bc included at the applicant's discretion,
so long as the propcrty is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefcrs full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans arc
reduced to a small scale such that the final version is illegible, the applicant will be informcd that
the project has been placed on hold until decipherable maps arc provided.

1. Name ofproject: UNC-G Privatized Housing

2. T.I.P. Project Number or State Project Number (NCDOT Only): N/ A

3. Property Identification Number (Tax PIN): ACL 87-0001-022

4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): N/ A
Directions to site (include road numbers, landmarks, etc.): The site is located at the
intersection of Spring Garden Road and S. Aycock Street. From 1-40 take the Wendover Ave
Head east on Wendover Ave. Merge on to Spring Garden Road

5. Site coordinates, if available (UTM or Lat/Long): 36004'08" N 49048'54" W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): 2.53 (Proiect Area)

7. Nearest body of water (streamlriver/sound/oceanllake): UT North Buffalo Creek

8. River Basin: Cape Fear River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h20.enr.state.nc.us/admin/maps/.)

Page 6 of 13

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the timc of this application: Current land usc is apartment homes for university students
and a gravel parking lot

10. Describc the overall project in detail, including thc type of equipment to be used:
A 5 story dormitory with a 2 level parking garagc underneath the dorm will be constructed.
TyPical construction equipment (bulldozers, pans, ctc) will be used during construction.

11. Explain the purpose of the proposed work:
To provide additional housing for the University of North Carolina at Grecnsboro

IV. Prior Project History

If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe prcviously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.

No previous permits have been issued

V. Future Project Plans

Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.

No future permits will be needed

VI. Proposed Impacts to Waters of the United StatesfWaters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be

Page 7 of 13

included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts:
No wetland impacts proposed

2. Individually list wetland impacts below:

W ctland Impact Area of Located within Distance to
Site Number Type ofImpact* Impact IOO-year Floodplain** Nearest Stream Type ofWctland***
(indicate on map) (acres) (yes/no) (linear feet)
N/A N/A N/A N/A N/A N/A

List each impact scparately and idcntify tcmporary impacts. Impacts include, but are not limitcd to: mechanized e1earing, grading, fill,
excavation, flooding, ditching/drainage, ctc. For dams, scparately list impacts due to both structure and flooding,
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hllp://www.fema.gov.
List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (detennination of isolation to be made by USACE only).

*

***

List the total acreage (estimated) of all existing wetlands on the property: 0
Total area of wetland impact proposed: 0

3. Individually list all intermittent and perennial stream impacts below:

Stream Impact Length of Average Width Perennial or
Site Number Type ofImpact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
I Building 25 2 Intermittent
2 Building 43 2 Internittent

List each impact separately and identify temporary impacts. Impacts include, but are notlimitcd to: culverts and associatcd rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (ccment wall, rip-rap, crib wall, gab ions, etc.), excavation, ditching/straightening, ete, If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at

*

Page 8 of 13

www.USgS.gov. Several internet sites also allow direct download and printing of USGS maps (e,g., www.topozone,com,
www.mapquesl.com. etc.).

Cumulative impacts (linear distance in feet) to all streams on site: 68'

4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water ofthe U.S.) below: No open water impacts proposed

Open Water Impact Area of Name of Water body Type of Waterbody
Site Number Type ofImpact* Impact (lake, pond, estuary, sound,
(indicate on map) (acres) (if applicable) bay, ocean, etc.)
N/A N/A N/A N/A N/A

*

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.

5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): D uplands D stream D wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
No Pond creation proposed
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
No Pond Creation Proposed
Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
teclmiques to be followed during construction to reduce impacts.

Site constraints due to topography and building: program requirements prohibit minimization of
impacts. Each stream impact is located between existing pipe culverts.

VIII. Mitigation

Page 9 of 13

DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greatcr than or equal to one acre of impacts to
freshwater wetlands or greater than or cqual to 150 linear feet of total impacts to pcrennial
streams.

USACE - In accordance with thc Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required whcn
necessary to cnsure that adverse effects to the aquatic cnvironment are minimal. Factors
including size and type of proposed impact and function and rclative value of the impacted
aquatic resource will be considered in detcrmining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limitcd to: rcducing the size of thc project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watcrshed.

If mitigation is rcquired for this projcct, a copy of the mitigation plan must be attached in order
for USACE or DWQ to considcr the application complcte for proccssing. Any application
lacking a rcquired mitigation plan or NCWRP concurrence shall bc placcd on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
h Up:/ /h20. em .state. nc. us/ncwetl ands/ strm gi de. htm 1.

1. Provide a brief dcscription of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limitcd to: site location (attach directions
and/or map, if offsite), affected stream and rivcr basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., decd restrictions, conservation cascmcnt, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate shcct if more spacc is needed.

No mitigation is proposed

2. Mitigation may also bc made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Plcase note it is the applicant's responsibility to contact the NCWRP at
[phone] to detcrmine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for thc
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:

Amount of stream mitigation requested (linear feet):

Page 10 of 13

Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):

IX. Environmcntal Documcntation (rcquircd by DWQ)

Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes 0 No ~

If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEP NSEP A)?
Note: If you are not sure whether a NEP A/SEP A document is required, call the SEP A
coordinator at [phone] to review currcnt thresholds for environmental documentation.
Yes 0 No ~

If yes, has the document review been finalized by the State Clearinghouse? If so, plcase attach a
copy of the NEP A or SEP A final approval letter.
Yes 0 No 0

X. Proposcd Impacts on Riparian and Watcrshcd Buffcrs (rcquircd by DWQ)

It is thc applicant's (or agent's) rcsponsibility to detennine, delineate and map all impacts to
required state and local buffers associatcd with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Officc may be included as appropriate. Photographs may also be includcd at the
applicant's discretion.

Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requiremcnts), or other (please idcntify )?
Yes 0 No ~ If you answered "yes", provide the following infonnation:

Identify the square feet and acreage of impact to each zone of the riparian buffcrs. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

Zone* Impact Multiplier Required
(square feet) Mitigation
1 3
2 1.5
Total

Page 11 of 13

*

Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone I.

If buffer mitigation is required, please discuss what type of mitigation is proposcd (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Plcase attach all appropriate information as
idcntified within 15A NCAC 2B .0242 or .0260.

XI. Stormwater (required by DWQ)

Describe impervious acreage (both existing and proposed) versus total acreage on thc site.
Discuss stormwater controls proposed in ordcr to protect surface waters and wetlands
downstream from the property.
Existing Impervious Area on Site 1.89 acrcs
Proposed Impervious Area on Site 1.92 acres

XII. Sewage Disposal (required by DWQ)

Clearly detail the ultimate treatment methods and disposition (non-dischargc or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sanitary sewer will be provided by the existing service currently serving the Univcrsity of
North Carolina at Grccnsboro

XIII. Violations (required by DWQ)

Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes D No ~

Is this an after-the-fact permit application?
Yes D No ~

XIV. Other Circumstances (Optional):

It is thc applicant's rcsponsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for thesc permits. Howevcr, an applicant may
choose to list constraints associated with construction or scquencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, datcs associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
The drainage feature is currently piped for storm water conveyance. The proposed impacts is
to remove the pipe and reroute the storm water coming fron Spring Garden Street. The impacts

Page 12 of 13

TIIE UNIVERSITY OF NOlUH CAROIJNA

GREENSBORO

Business Affairs

I"U:__ _I. ....._ \ 1:__ "'....____11__

will be where the existinr?: pipe is not connected and a ditch has been installed between culverts
for drainage.

Paul Cook
Sr. Project Manager
Place Properties as Agent for UNCG

~~_CL DtjIDU)D'5

Applicant/Agent's Signature . Dat6
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

Page 13 of 13

1HE UNIVERSTIY OF NOKTII CAROLINA

GREENSBORO

Business Affairs
Office of the Vice Chancellor

April 1, 2005

Mr. Eddie MacEldowney
Davis-Martin-Powell & Associates
6415 Old Plank Road
High Point, NC 27265

Dear Mr. MacEldowney:

The University of North Carolina at Greensboro is developing a facility for student
housing and parking. The project is a privatized housing project between our Capital
Facilities Foundation and Place Properties. Place Properties is the Developer/Special
Agent for the Capital Facilities Foundation, Inc.

Sincerel~, ,f) \ \' 0
D ow\~ V:1. ~~ \:-\~o'r

\=>"-'\\\ P U. .1:::\c~~\-
Philip H. Richman
Vice Chancellor and
Treasurer, Capital Facilities Foundation

hw

254 Mossman Building, UNCG, PO Box 26170, Greensboro, NC 27402-6170
[phone]' FAX [phone]

. TopoZone - The Web's Topographic Map, and more!

: to ozon

I
I

VIEW MAPS

Map/Photo Info I
, Topo Download I
P,!1oto Downl~a~
USGS Topo Maps
~1:24K/25K Series
b 1: lOOK Series
01 :250K Series
Map Size
b,Small
OMedium
@'large
View_~caJe_ ~
1 : 24,000 L..J

_Update ~ap J

CO,or.d.inill_t~.F.PJ::mat
UTM ...J!
C9,o'r.diI1Clt,g. .D..CJt.li.l!1
WGS84/NAD83 LJ
~ Show target
Email this map
Bookmark this map
Print this map

· .. com

TOPO MAPS
AERIAL PHOTOS
FAST DELIVERY
START AT 59.95

G~

1 of 1

http://topozone.comlmap.asp?z=17 &n=3992086&e=606981 &s=24&size=l&datum=nad83...
" ~, ~ .t~, ,I,' . ,1
K_,,-'/~'L~,'" ,h~~ -''',+ Tak,e,.".t~,~,sm,a~,... f
~ 19 R E1 "s.. T "~H, r ~ ~;'" . . ,1 '. ~', \
'\.,r' .~ ... j , -:-~~ ~\ ':--0---" ~ (
:." Ld _.. t~ "~co. ~,_"...~_.: '"'~_~~.....,...,_,~"--. ,-!.I::;.,....~:.a.,_... ~. ,.._~," ","-' ~H /li.:.~ \'.......-t

HELP!

WEB SERVICES

ABOUT Us

GET DATA

My TOPOZONE

UTM 17 606981E 3992086N (WGS84/NAD83)
USGS Greensboro Quad
View TopoZone Pro aerial photos, shaded relief, street maps, interactive coordinate display, and elevation data

,... ---- - --- -'... - - - --- ~ ,".:- - ,,' .'

. topozone - - 111'- ~II-...... JII/ ~I (('"\\"';;';11 7( I;'
" ~'lll9-W1Aips~1I_"? ,( .J r ~~ \1 U.... '" h '2.r /
" f (\ ~~ ~~. '-..~ -- J ~8~7 ,/ ~___"".!'l. ,~~ "'""". . " .
,," \ ~ '\ ~'... : \.: fiT U.N I ~ ~~ '-.:~ -
~ \ J ) <J ~ ' '..1. l i \.\ ~ ::;:.
. '\ i ./l 1 \~ ~ ;i,.. :D1~ f ~ & 'llJ: ~
. v./ LY ~~rVO I,~~I.~,.. ~-,
~ ~~'~ 511/ : 'I~ 1\ ~iif~9ft~~
. ~~~~~O/~ rrl\ f~I'I~I\ ~.
) ~) ~ ~ :~;;; I '1?l~ ~ :.:'. ~ al ~-:.
.,~ I%JT J" n ~ ~ ~~~ ~~t

l>

,{j(; ~J. (r ~ III ~ _l "l /" _ '~l"/ ~ D ~
; ~l . / 2~~ ~~~~ ~ ~ 0 ~.,
_/ ~ r .
, ,- B 8 · 'C\, -. '---/ f'
_ - j ~----il-) ~tJ ~~\\~ r:~

, -=:- " '.. ...'....~-,., '...

,

t\

....~

.
^

.
^ c

M*

~G

1:17 AM

.
^ ^

.
4 -=:: 1,,_

.
^ ?

J

I
II~
f=o~f1t

~~csnD ~

..,

2f~'~o"

\

c-

(l?owf&. ~c. noN _

\

y,

" .7

.
,
, .
\j"
. 4 \

"

LC>WE'~ ~E'1\O~

. ,'. f

.."

~.~
~'r

.~, -,

- .&

1

1
- If---'

...01

,1

,

':')
_..: ..:... I..ii ..
. --. ~

::::;:;j~

'"

...

:1

uJ

"--

~Hili

L)GC~,,~J)

\.

.,:\
I ~ .,...
I

MI~La

sc(:n~"

1'1

fA) 101)'-5

-'

~ '~M.

SEc.~eAl

~

-1

.1
.1
I
I

~."r

.:11

~-

__;)~~ON' .

.
, .

#r , ~
I.~ ...,.~~.~~.....__~ _....:..,...
. -....., .. o.~ '.
- "::-:"~_1:. ..~-: " . _ _
r>~..~;..:? ......-::'.,...- ......._ ;'::"0
t '" ..1'1..........._

~,~ _\~~-_..ij' p(?()~

I
t... I
.. .1....
.. - --.... - .. (.. ..
".. - .... I""'.. _ '....
.~ . "-f. ~-i ::to- ~ :;:,;,....
'j,'. ,. .:"':" ,:..: ;::. -.:.::.: -":- ~
-'\, '-~l~
~ 'I .. ." -.L. '-,10......
-:~.. ... '...1 - -... ".l
.- - -

"Ga,lfu~~~-

'"

~

...--:

..,

r~

,",
"

f. ~ . '.,
~~ ~ " - ,-
~,..... . , V...'., .. "'" ","'~
oIoI~', t" r.oIIII:JI
I.......~ ~~ ",~.~-~~'"
lIT _ ",<,~~ .. ~ ?'If...
~',- ~-" ' ."

'" .. i

II

(L~ \fr?e' a.

f'nr~s:m(C) ~~

ream Slruclure Dolo
:m Oeplh(fl) Type
1 11.74' M.H.
) 13.20' C.1.
) 14.20' Y.1.
" 13.6'- Y.I.
) 14.20' Y.1.
) 11.00' Y.I.
I 8.81' Y.1.
i 5.86' C.!.
I 11.01 C,!.
) 10. 20' Y.I.
I 5.91' Y.!.
4 3.74' Y.!.
J 4.00' Y.!.
) 5.91' C.!.
9.80 Y.!.
~ 5.49' Y.I.
2 13.17 Y.1.
~ 9.29' c.!.
9 7.16' Y.1.
0 8.78' c.1.

!-
W
W
n:::
I-
(f)
:r
l-
n:::
o
3:
-l
Z
W
~

~

VICINITY MAP
NT.B.

---

.-----""")

:E

~~~lJ

:E II
--- I~:
111
~ II

0~ I
J I S"x6"
r-r -REDU~ER

~ / /./ /07
{q / /
I I ~~ /1 / /
I ~~ / /
I ~:: I <)<) II 1 1/
~ -=- -=- t=- -=- - 2 ~ -=-/~I(-
I ~ C'\ r?\ .II?

1M

:E

=--
~ /
I't.N
/
-815-
l =-=~-,--R1 s-

.~
]
.~
i
~
",f
, .
~
~

www.littleonline.com

This drawing and tbe design show/I are the property
ojUttk Divmifted Arrbifecfflral Cons/riling, The
rprodudion, copying or other UIe of thh drar:illg
without their written COflImt U prohibited and an]
injn'ngemmt will be IfIbject 10 legal action,

@ Little 2004

dmp

DA V1S-MARTlN-POWEll & ASSOCIA lE5, INC
ENGINEERING-LAND PLANNING-SURVEYlNG
6415 OLD PLANK ROAD
HIGH POINT. NORTH CAROLINA 27265
[phone] FAX [phone]B

w
w
...
~

~
'"

GUILFORD COUNTY, NORTH CAROL

~ ,
w .. ~
~ ~
8 -
o
on
al

~
c
C
~
)
I-
~
~ c
'"
;; L
..
-5 c ...
~ a . \"
c:
'0 C .'
~ u
-
=
~

..-

401 Water Quality Certification review fee

#526

$200.00

UNOG--Privatized Housing
E-3745

m@@@n\'IJ@~

APR 1 2 2005

[
I

'R WATEr. QUALITY ,
DEI. . S10"RII"/AJER BRAI,tH
\';3W;DS ".:;0 , I

. .
I")
I
lO
o
o
N

Ol
~
-0
W
(f)
<(
CO
I
L(')
.q-
I'
t'")
/'
Ol
~
-0
/'
lO
.q-
I'
!")
1.1J
/'
C>
Z
w
/'
. i

E
a.
I")

#67 GRAVEL

1
~
f
,
~
1

'"
~
I
~
f

g:
1

FABRIC

t I
~~

L-

DRAINAGE STRUCTURE SCHEDULE I ~Ji~~c';::.. 2""r~~, _ :' .:.J

Size Length Material Downstream UpstreClnJ, ~'f>p . r , I
Invert Invert Ele' o' io I ...,..) i - - I
w t. {'IU~'''' :.(" I ':"-~~
104.48' RCP 806.24 811.80 8-:l3.54- _.- :~, ~~_+':''':':'j
54.66' RCP 812.00 812.8:}, ~26.aO . ~,_?~: + ~~.
111.81' RCP b13,OO - 815.80 830.00 I '4 ;ie' , ' .
52.93' RCP 816.00 816.80 830.41' 13.01' Y.1.
77.80' RCP 817.50 817.80 832.00 14.20' Y.1.
77.80' RCP 818.80 823.00 834.00 11-00' Y.I.
119.42' RCP 823.20 830.00 838,81 8.81' Y.1.

:r
l-
n:::
o
3:
=!
z
w
~

o Q
"'I II, !II-III=III-II, :rn:-
II . III 111 II 1:.:111 II LI 1 1=1,
ii_III IICIII_III III_III::'
II-III III 111-111-111-1'
II 1=11 1=111-111-11 1=1:'
III-III III-III"
I IILIII:-III-
,ill~ 1"-

Downstream Upstream
Structure Structure

Slape

~i

-cD
-:; ffi
=-J~
-:~
, ~
.- -
lJ5
-- t-
.'!""
~~
~,

7 8
8 9
9 10
10 11
11 12
12 13
13 14

36ft
36ft
36-
36"
30ft
18ft
18-

5.037-
1.46%
2.50%
1.01%
0.62%
6.75%
5.86%

~I
ff"'; -.
t;. ,
\.-t.
a::::J
~
t1~ :x
~ ~
l~

12 20

2.32% 30ft 25.86' RCP 818.20 818.80 832.32 13.17 Y.I.

30-
30
30ft
24ft
15ft
15ft

819.26
827.81
828,00
830.91
834.74
842.00

5.86' C.1.
'11.01 C.I.
10.20' Y.I.
5.91' Y.I.
3.74' Y.I.
4.00' Y.1.

57.92'
196.18
35.98'
95.42'
64.40'
57.93'

7A 6
6 5
5 4
4 3
3 2
2 1

13.34%
1.63%
2.22%
7.02%
8.15%
11.33%

RCP
RCP
RCP
RCP
RCP
RCP

805.67
813.60
817.00
818.50
825.75
831.20

813.40
816.80
817.80
825.00
831,00
838.00

DETAIL FOR
SEALING STORM STRUCTURES
N.T.S.

8.85% 15ft 22.58' RCP 812.00 814.00 823.00 5.91' C.I.

5,28% 15 65.38 RCP 818.55 822.00 831.81 9.80 Y.I.
12.83% 15ft 45.20' RCP 822.20 828.00 833.49 5.49' Y.1.

8 21

ROD" SiRE.E.i
SPRIl'lG Gt>-

11 15
15 16

GRA
TOP
IN V.

NOTE:
DURING CONSTRUCTION STORM STRUCTURES
No.7, 8, 9, 10, 11, 12, 20, 15, 16, 13, 14,
AND 21 WILL BE SEALED

3 18
18 19

23,35% 24" 22.39' RCP 825.20 830.43 837.79 7.16' Y.I.
8.31% 24- 31.15' RCP 830,63 833.22 842.00 8.78' C.I.

6 17

1.50% 15 23.33 RCP 814.65 815.00 819.79 9.29 C.I.

(SEE DETAIL THIS SHEET)

VICINITY MAP
NT.B.

--- -----,

0~ I
J I S"x6"
r-r -REDU~ER

:E ~. I II 1 07
111 ~ I .0 I , / I
~~~ =E~: i ,.rn, I U _'I //
- - -1~! ~ -=- -=-i-=- -=- - ~~ -=-L-I/
:E..JI I' ~ >< e ["7'\ I /0
- - -] II ~ ~ ):': . 'S:Y I I
I ~ :s: [;1 EXIST. 6 PLUG"I I
. ''l~/4' P,!-:'?!t / A
II, V w ~ W Jt ;.-- -
--- II -::J
:E II I W
i ~ Gro7
- - -~: r-= "1 G ~ ~~; J)/
II ~ il~~,,"7/ I oO"'<~
- - - ~=Ei: I \ - -1 B I :o~1 ~~~
_ _ _ . -.JI I / fjl . ~ ~ i;!
I - ~~~
:E II I /~I ~"''(
\ cjg l 1 ~ II 'I ~
- - - i J,', ~~ b'l Q,~~
il:C> -1 I ~/ $5!-n'ti
r- ~ ">J _ CO;:o.

II ~ i ~ , I I '<l - ~
-4_ _ ::t
- - - -:E"11 8;;; - ~ I I I ~
I II 1fl(
---~~ '~I
:E II j 1
1'L J ~4t- II I
--- IL~~r 11 .I~ ~4i"OAK
'L '71 6' DRIJ ~~ I
- - - ~ -11 / r -.L -1- L ~ _1_- L.JJ I
I( 1 I I
_ _ _ JI .. I I
- - - -11 : I I
II I I I
I I~I
II 4t 1 ~I
- - - - -II I 1~*4" OA/(
" '~I
" I I~I
----II ' I~I
II I I I
-----11 I I I
" I I I
_ _ _ _ ..JI : I I
" 1 I I I?GRA TE INLET
TREE II 1/1: TOP n. 877.68
, ~4.J I' ,IN\!. n. 800. 48
PROTECTfDt\r I ~" ~ I'
FENCING" ~ ::; ~
- - - - -II I I ~ 0) , I j' SANITARY MANHOLE
GRA TE INLEir 1 \ '.... ~ ..... s RIM EL. 815.79
TOP EL. 81-11.15 '" 4" OAI<\ C C/L ~~ JL. 810,11 j
1Ntt: -n.-BUfP.48 I I \ I~ ~ t!
) /I , \ VI'll' CO \. r>l ~ ~
-L". ~ M; ~

1M

:E

----

[8J

/

MATCH LI"NE
c./1.::JI UIY Inc.l/1 IUlVln lL-
ANO IN TO BR rAN 08,

SITE ADDRESS:
1540 SPRING GARDEN STREET
CITY OF GREENSBORO, MOREHEAD TOWNSHIP
GUILFORD COUNTY. NORTH CAROLINA

GENERAL EROSION
CONTROL/GRADING NOTES:
.

..--

1. All SLOPES SHAll BE SEEDED IMMEDIATELY AFTER REACHING
FINAL GRADE.
2. EROSION CONTROL MEASURES INDICA TED ARE SHOWN IN
APPROXIMATE lOCATIONS. FIELD ADJUSTMENTS SHOULD BE
EXPECTED TO INSURE SEDIMENT BASINS, BERMS, AND OTHER
EROSION CONTROL FEATURES FUNCTION TO MAXIMUM
EFFICIENCIES.
3. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON
THIS PLAN MAY BE REQUIRED TO INSURE NO SEDIMENT
LEAVES THE SITE. THE CONTRACTOR IS EXPECTED TO
NOTIFY THE ARCHITECT OR ENGINEER IMMEDIATELY IF
THEY FEEL ADDITIONAL MEASURES ARE NEEDED.
4. THE CONTRACTOR MUST COMPlY WITH ALL PROVISIONS
OF THE NORTH CAROLINA GENERAL STORMWA TER PERMIT
FOR LAND DISTURBING CONSTRUCTION ACTIVITIES.
5. ANY SOIL BORROW OR WASTE AREAS LOCATED OFF-
SITE MUST HAVE AN APPROVED EROSION CONTROL
PLAN.
6. CONTRACTOR TO INSTALL AND MAINTAIN EARTH BERMS AND
SLOPE DRAINS AT THE TOP OF ALL FILL SLOPES. AS SLOPES
EXTEND UPWARDS. BERMSAND SLOPE DRAINS WILL BE INSTALLED
EACH DAY.

7. ALL NECESSARY APPROVALS HAVE BEEN OR WILL BE OBTAINED
FROM THE STATE DIVISION OF WATER QUALITY AND THE CORPS
OF ENGINEERS FOR ALL WETLAND DISTURBANCE AND STREAM
CROSSING DISTURBANCE.

co

AREA

L-
a.
<(

TEMP. INLET PROTECT/ON
TEMP. SLOPE DRAIN
TEMP. SEDIMENT TRAP
DITCH LINE PROTECT/ON
CONSTRUCT/ON ENTRANCE
TEMP. SIL T FENCE
TEAI/P. EA..RTH BERM

o
I
1><1

1) IRON PIPES A T ALL CORNERS UNLESS OTHERWISE NOTED.
2) CURRENT ZONING: GB & PI
3) LAND USE: RESIDENTIAL
4) TAX MAP REFERENCES: ACL=87-0001-022
5) TOTAL NUMBER OF LOTS: 1
6) TO TAL AREA = 3.39:t ACRES
7). DEED REFERENCES: D.B. 3606 PC 30
8) UNDERGROUND UTILITIES, WHERE NOT DISCERNIBLE BY SURFACE
APPURTENANCES (MANHOLES, CA TCH BASINS, VAL VES, ETC.), ARE
SHOWN PER INFORMA TION OB TAINED FROM ENGINEERING PLANS,
UTILITY ENTITIES, SITE PLANS, AND OTHERS. THEY SHOULD BE
CONSIDERED APPROXIMA TE.

1. SCHEDULE AND HOLD PRECONSTRUCTION CONFERENCE.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL TEMPORARY SEDIMENT BASIN ACROSS FROM ENTRANCE DRIVE.
4. INSTALL TEMPORARY DONUT INLET PROTECTION AROUND 42" RCP.
5. INSTALL STORM DRAINAGE PIPES AROUND SITE TO PASS OFFSITE STORMWATER
AROUND CONSTRUCTION AREA. INSTALL TEMPORARY INLET PROTECTION AROUND
ALL BASINS.
6. INSTALL TEMPORARY 24" HOPE PIPE ACROSS DRIVE AND INTO TEMPORARY SEDIMENT
BASIN. 24" PIPE WILL BE INSTALLED IN VICINITY OF 42" PIPE BUT WILL DISCHARGE
INTO TEMPORARY SEDIMENT BASIN.
7. INSTALL ALL DIVERSION BERMS INTO TEMPORARY SEDIMENT BAS!N.
8. SEED ALL BERM AND SEDIMENT BASIN AREA.
9. FOLLOWING COMPLETION OF TEMPORARY SEDIMENT" BASIN AND STORM DRAiNAGE PIPES
CLEAR AND GRUB REMAINING PORTIONS OF THE SITE.
10. PROCEED WITH GRADING AND FILLING OPERATIONS.
\.

GENERAL NOTES

FLOOD CERT/FlCA TION: THE SUBJECT PROPERTY IS NOT LDCA TED IN A SPECIAL
FLOOD HAZARD AREA AS SCALED FROM MAPS FURNISHED BY HUD/FlRM,
DA TED SEPTEMBER 30, 1988. SUBJECT TO VERIFlCA TlON BY DETAILED FLOOD
MAP STUDY. SEE COMMUNITY PANEL # 375351-0013-C

I\i\i\i\i\il

~

NOTE:

THE STORMWA TER MANAGEMENT STUDY INCLUDED WITH THIS PLAN INDICATES THAT THERE WILL BE NO
DOWNSTREAM FLOODING, DRAINAGE, OR EROSION PROBLEMS AS A RESULT OF THE PROPOSED DEVELOPMENT
BETWEEN THE POINT WHERE THE RUNOFF DISCHARGES FROM THE PROPERTY TO WHERE THE SITE
DEVELOPMENT AREA REPRESENTS LESS THAN 10% OF THE TOT.A.L DRAINAGE AREA. THEREFORE ~.]O QUALITY
CONTROL IMPROVEMENTS IS PROPOSED. '

-SF SF

20' 10'
I I

40'
.-1

TEB

1" =

THIS MAP PREPARED: MARCH 29, 2005

www.littleonline.com

This drawing and /he design shou/fI an the property
ofU/t1e Dir;er.rified Arrhite,fural ConI/tlfing, The
reproduction} copying or other UIe of this drar:7lfg
without their written COflIeflt ir prohibited and af!]
injn'ngemm/ will be subject /0 legal actio",

@ Little 2004

DS052.a

d.!!!p

DAVlS-MARTlN-POWELL & ASSOCIATES, INC
ENGINEERING-LAND PLANNING-SURVEYlNG
6415 OLD PLANK ROAD
HIGH POINT. NORTH CAROLINA 27265
[phone] FAX [phone]

UNC-G PRIVATIZED
HOUSING
1540 SPRING GARDEN ST.
CITY OF GREENSBORO,
MOREHEAD TOWNSHIP
GUILFORD COUNTY, NC

PRTNCTP;\T. T:-: r.1li\Rl,r.

ROBERT BISHOP, AIA
fr~e~@~QQ&~~m~~~~aQ~
I'PJ.l,lECT !\L....'>::~GEl,
BOB CWIKLA, AIA
~~~G~~e~~e~~e~~~~~~
UJ!.'.wr-: 11..,.

O. RE.".i;ON

DATE

GRADING
DRAINAGE &
'EROSION
CONTROL

514~9497-00

TRACKING NO: 2005-507

_ ''\0.' _', _.~ "'_ . .__...:-_:-';H:".__:" '.,:.:.

04/06/05

C1.3