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~ ~ ~t / 11 i _ ~ v o ~ I ~ ilk/~.~~ l V ~ ~ I, \ ~ j 1 \ ( 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
~ tl ~ ' - ~ i ~ ~ A ~ A ~ TR TI TANDARDS x ~ ~ \ \ ~ ~ \ EDITION OF THE CITY OF DURHAM S CONS UC ON S a ~ i ~ \ ~ \ ~ \ \ SPECIFlCATIONS, AND PROCEDURES AND THE DURHAM COUNTY
~ l ~ 1 Dp .r ~ \ ` ~ ` I 't \ \ ~ ~ ~ SEDIMENTATION AND EROSION CONTROL OFFlCE'S STANDARDS, SPECS.,
r \ i y,.t ( \ 3 ~ t, \ , \ ! AND PROCEDURES. V t ~ 1 , ~ A
1 - ~ i ~ A _ ~ LA ~ _ ~ ~ . ~ ~ ~ ~ ~ ~ ~ - A TRA T H R SPONSIBLE FOR FlELD VERIFlCATION OF 4 ~ 2. CON C OR S ALL BE E
~ . ~ ~ v A \ ~ v~ ~ \ \ ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF DEMOLITIQN
\ \".J ~ ~ AND~OR CONSTRUCTION. ~~~"~~~~"r~rr'~•~
\ \ 1 .a ~ \ \ ` ~ ~ I 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL ~4 SS ~
~ I - - ~ ~ \ ~ BANK ~D~ry :ti b 1 ~ ~ J ~ i,: ` . j ~ ~ EXISTING UTILITIES TO REMAIN DURING ALL CONSTRUCTION ACTIVITIES.
Si ~ \ ~ V ~ _ _ 370.- \ \ \ ~ I ` ~ t. ~ ? Oh/O etio t ~ , . \ ~ \ f ~ , _ 4. ALL FlWNG OPERATIONS SHALL BE MONITORED BY A
~ ® 'S \ \ ~ . pZ ~ J. ~ \ 1y ~ ~ ~ GEOTECHNICAL ENGINEER. ALL FILL MATERIAL SHALL BE INSPECTED ~ 14999 ' A I ITABI TY FOR ~ ~ ~ BY THE GEOTECHNICAI ENaNEER TO SSESS TS SU U y
n ~ ~ l~ 1 ~ 0 ~ ~ _ " PROPER COMPACTION PRIOR TO PLACING MATERIAL ON 51TE. THE ; T •?FN ~Q;••<~; V v . p CINE,: ~
\ \ ` ~ GEOTECHNICAL ENGINEER SHALL PERFORM DENSITY TESTS AND ~ p, ~ ` ~ \ ~ REPORTS TO ENSURE MIN. DENSITY IS ACHIEVED. LIFT DEPTHS AND '4 r M. wN~~ ~`~l
_ \ ` ~ ' \ \ \ ~ COMPACTION METHODS SHALL BE IN ACCORDANCE WITH THE 3jy/o3
r ~ ' \ \ \ % ~ ' GEOTECHNICAL ENgNEERNS RECOMMENDATIONS AND THE PRO~CT
i 1 ~ 5 ~ ~ ~rf I ~ A ~I d - . _ ~ ~ ~ ~ \ ~ i SPECIFlCATIONS.
I _ ~ ~ ( t ~ ~ A-~ ~1 ~ \ \ ~ ~ ~ ~ 5. IMPROVEMENTS NATHIN STREETS R W SHALL BE INSPECTED BY CITY
i ~ ~ ~ ~ ~l f ~ ~ ~ 1 1 j / CONSTRUCTION INSPECTORS. I ~ i ~ , , - i ~ J ~
~I ~ ~ / ~ ~ : 1' ~ ~l t _ ~ y , \ ~ ~ ~ 6. CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH, FLOWING C'~ y
~ ~ \ ~ ~ / % ~ , TRANSITIONS 0 NEW AND EX. ASPHALT TIES. ~ ~A~ J ~ i
-fir - A \ i + ~ ~ ~ i l l L / ~ 1 ) jam' ( ~ ~ / ~ dk ' ~ , f'~ j 7. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFlC CONTROL ~
_ _ ~ ~ v, , % ~ ~ MEASURES FOR ALL WORK WITHIN PUBUC R~YV PER THE MANUAL ON ' \
~ ~ ' 1 x`E ~ ~ - I UNIFORM TRAFFlC CONTROL DEVICES fOR STREETS AND HIGHWAYS U ~ , ~ y ~ ~ ~ , AND HIGHWAYS AND THE N,C. SUPPLEMENT TO THE MUTCD AND ~~;t
I ~ ~ , ~ 1 ~ I ' LOCAL CITY INSPECTORS DIRECTION.
I' i ~ ! r ~ ( i / / p ,w ~ I ~ ~ ! i , i. f I, v ~ v, ~ M ' ~ ~ i I 8. WHERE GRADE SLOPES AWAY FROM CURB, USE REVERSE PITCH
' I ~ ~ - ~ I ~ 1 ~ ~ , 1 I _ _ i ' ! ~ I CURB AND GUTTER UNLESS OTHERWISE SPECIFlED.
~ ~ 1 y/j _ ~ ~ ~ , f ~ . ; ~ 4 9. PERMIT REQUIRED PRIOR TO CONSTRUCTION OF STORM DRAINAGE
L t _ i I - ~ I ~ ~ : _ m I 1 r` o ( ~ ~ ~ ~ ~ I ) ~ , \ FACILITIES. PERMIT TO BE OBTAINED FROM CITY OF DURHAM O
~ ~ ~ I ~ ~ ~r I 1 ~ ~ I~{ ~ I ` ~ ~ ` ENgNEERING DEPT. WITH A COPY OF THE APPROVED PLANS. APPLY a
- ~ \ 1 ~ \ FOR PERMIT NATHIN 30 DAYS OF STARTING WORK. PRIOR TO ANY n ~ ~ 1 ~ CONSTRUCTION, CONTACT ENgNEERING CONSTRUCTION INSPECTION V ~ W
30.05 , ~ ~ , A N \ V A ~ ~ , i ~ , v ~ , ~ ~asnNC ~ I ~ ~ S~ ~ \ \ ~ 1 V v \ ' \ \ ~ ~ ~ a,l I ~j ~ \ \ \ OFFlCE AT 580-4328 (MR. JOHN RIVES) A MINIMUM OF 48 HOURS
~ ~ 18` t ` 16' y' \ \l- - 1 ~ DOES NOT ENCROACH I ~ O \ Q ~ ~ ~ \ _ - ~ \ ~ ~ i - ~ ~I ~ - \ r- ~ \ \ . , ~ ~ r ~ ! ~ AHEAD OF THE TIME TO COORDINATE INSPECTION PRIOR TO ACTUAL x . ~ ~ ~ /i caNSTRUCTION. E., ~w
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~ ~ ~ ~ ~ ~ flu , A ~ ~ ~ ~ li V ~ ' ~ ~ W ~ ~ ~ I ~ ~ ~ ~ jr} 1 ~ ~ ~ ~ I I l ~ _ , III! I ~ DATE: JAN. O8, 2003 ~
~ ~ ~ ~j U ~ ZV ~ ~ ~ I i 1 ~ ~ ~ I ~ ~ ~ I ` ) ! r I ~ HORIZOMfAL SCALE: 1' = t017 I i l l J I t
e~ ~ ~ / / _ _ _ ~ ~ ( ( ~ VERTICAL SCALE: NONE ~ / / f ~ ~ PROJECT MANAGER: KRB
_ A A ~ A A~ ~ ~ ~ ~ l t ~ i ~ I - _ ~ ~ ' ~ ~ 1, r t l 1 ~ ~ / ~ ~ ~ ~ ~ l ~4 DRAWN BY: APL
t , ~ I 1 ~ / f' ~ V AQ' ~ } L ~ ~~i~ I ~ ~ i 'i ~ 1 ~ ~ ~ ~ ~ ~ r ' ~ I ~ f ~ 3i ~ - PROJECT N0: 90 i r t i l l
_ ~ _ / i ~ j ~ _ DRAWING NAME: 9031-Prelim.dwg ~ ~ ~ i ~ ~ 1~~-~~.
v ~ i ' ~ ~ ~ ~ r / ~ ~ \ _ n+~s DruvnrG nND Try DESIa+ r+E~aN
~ ~ ~ 4 ~ ~ ! I ~ 177 ~ or ~ 1 l ( ti i a' ~ ~ - - - ~ , - ~ ° - ~ i ARE THE PROPERTY OF CIVIL CONSULTANRS, ~ ? ~ ~ ~ \ 1 ~ INC. THE INFORMATION ON TNIS DRAWING IS
~ ~ ~ ~ I - _ ~ \ PRO~~ ~n+E R~ µPROOUCna+ on oTr~ER J / ; , ,
r ~ \ USE OF THIS DMWING IN WHOLE OR IN PART, WfIFpUT WRITTEN CONSENT OF CIVIL
_ - I - ~ i - ~ - ~ ti..- - ~ - t i ~ \ CONSULTANTS, INC., IS PROHISrrED.
y ~ ~ COPYRIGHT 2002 CNIL CONSULTANTS, INC.
CALL BEFORE YOU DIG... ITS THE LAW.
SHEET N0. D ,oo mo
CALL N.C. ONE-CAII(t-800-632-4949) FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
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PRELIMINARY
DO NOT USE FOR CONSTUCTION

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~ I i~ ~ - ~ , ~ ~ - ~ ~ I ~ t i~~ \ .J ~ ~ PIN 0841-13-23-3770 PIN 0841-14-22-6516 0
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~ ~ ~ I ~ ! _ PIN 0841-14-23-7319 PIN 0841-t4-23-7870 ~ q N" 814,802.95 - , j o
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; 1 ~ I, ( ~ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
` , ~ ,1 - ; - ~ , I I EDITION OF THE CITY OF DURHAM S CONSTRUCTION STAND RDS, a j \ '1 ~ ~ ' i, I SPECIFICATIONS, AND PROCEDURES AND THE DURHAM COUNTY
. ~ ~ - ; 1 ~ .tea I , ~ . ~ . ~ ~ ~ ~ ~ ~ ~ ~ SEDIMENTATION AND EROSION CONTROL OFFICE'S STANDARDS, SPECS., i ~ , ~ }
~ /Y 1 DP.... ~ ~ , - , ~ ~ AND PROCEDURES.
4. ~ i \ ~ / ` t~' p / i I.,`~ ~ l n i\,. 'ice. n d ~ " i l ~ t~ - ` ` 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FlELD VERIFlCATION OF ,
4~ .iC, l ~~r ~ . ~ -p~mc A, , i ~V ALL EXISTING UTILITIES PRIOR TO THE BEGINNING OF DEMOLITION
~ ~ 1 \ ~ ~ AND/OR CONSTRUCTION. y~~
~ i'. A T HA R P F R PR TING ALL ~y ,;,,,I 3. CONTR C OR S LL BE ES ONSIBLE 0 OTEC •••~Q~•• $SI ~'•q ti
~ ~ \ ~R t i i ~ ~ 19 ' p~h `h, ~ \ ~ a ~ . ~ / ~I EXISTING UTILIIIES TO REMAIN DURING ALL CONSTRUCTION ACi1VIT1ES, ~ Hgti
t ~ o n ~ ~ ~ M\ ~ ti ~ 00 \ ~ 1~ V ~ ti ~ ~ ,I , _ 4. ALL FlLUNG OPERATIONS SHALL BE MONITORED BY A
,----3 _ . , , ti ~ ` _ , _ ~ _ _ 6 ® `c` • ~ G ~ ~ ' ~ ~ _ GEOTECHNICAL ENGINEER. ALL FILL MATER?AL SHALL BE INSPECTED ~ 4 BY 1HE GEOTECHNICAL ENGINEER TO ASSESS ITS SUITABILITY FOR t
n r s ~ PROPER COMPACTION PRIOR TO PLACING MATERIAL ON SITE. THE F e
, ti ~ ~ ~ \ i A ~ / / / ' ~ ~ -p' ~ ~ ~ _ GEOTECHNICAL ENGINEER SHALL PERFORM DENSITY TESTS AND .,~0~, ~P
~ ~t ~ i ~ ~ t~, i 7 \ REPORTS TO ENSURE MIN. DENSITY IS ACHIEVED. LIFT DEPTHS AND r M. WHO \ ~ ~ ~ / „ COMPACTION METHODS SHALL BE IN ACCORDANCE WITH THE ~'~a~ 3 2 6 D3
4 / 1~ ~ ~ ~,ii~ ~ ® t/ l ~ ~ NIA N INEER'S RE M N ATI AN TH PROJECT ~ ~ ' GEOTECH C l E G COM E D ONS D E
~ / ~ i \ ~ % SPECIFICATIONS. i ti
i \ ~t y ' ~ ~ ~ ~ l • ~ i 5. IMPROVEMENTS WITHIN STREETS R/W SHALL BE INSPECTED BY CITY
~ , ~ ~ ~ ~ - , ~.r, ~ y , / ~ CONSTRUCTION INSPECTORS. y ~ _ ` I , ,
, . _ / r a , ~ ~ ~ ~ l ~ ~ ,t , ~ ,r . • ~ ~ WIN ~ _ • ` ! ~ ~ 6. CONTRACTOR SHALL TAKE CARE TO MAKE SMOOTH, FLO G
ti 5 ~ ~ ~ ~ ~ I I i , ~ I \ /t ~ TRANSITIONS 0 NEW AND EX. ASPHALT TIES.
. t - , , 9,~a~da!'\ ~ ' 'i % 7. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFC CONTROL
i : ~ 464.71' ~ 1 f ~ ~t ~ - ~ J4, L _ - •~'E:• 1i , ; ~ ,1, , ~ MEASURES FOR All WORK WITHIN PUBLIC R/W PER THE MANUAL ON
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• ~ `t ' ~ ~ r r i ~ , ~ - P ~ ~ ~ 1 ~ i~ - ~ 1 1 - P r ~ r, ; ! ! ~ A ITY IN T R IR N ~ ~ , i , : l ~ I LOC L C SPEC 0 S D ECTIO .
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i ~ i' , ~ I ' ~ ~ ~ f 1 I I i. ~ ! % ~ ~ ~ : f I j j 8. WHERE GRADE SLOPES AWAY FROM CURB, USE REVERSE PITCH w 'r~'' ~ CURB AND GUTTER UNLESS OTHERWISE SPECIFlED. Z I xa~• w - ~ ~
w _ i . ~ w, ~ t - 1 9. PERMIT REQUIRED PRIOR TO CONSTRUCTION OF STORM DRAINAGE
T I ~ ~ f' I~]~~^ l_:_ _ , / " \ j r ~ \ _ _ 1 R o ~ , I ~ ~ i ~ FACILITIES. PERMIT TO BE OBTAINED FROM CITY OF DURHAM
t \ ~ EE' 229. ~ ~ ' ~ ; ~ ~ _ i ~ ! _ , ~ s ease r w . i ~ \ r~.~ . ~ \ , . I I , ENGINEERING DEPT. WITH A COPY OF THE APPROVED PLANS. APPLY ~ ~ \ ~ ~
~ ~ ~ - - '.A _ 7 ~ : f ~ ~t II ~ ~ FOR PERMIT WITHIN 30 DAYS OF STARLING WORK. PRIOR TO ANY ~ ~ ' Ir i , '~t ` CONSIRUCTION, CONTACT ENGINEERING CONSTRUCTION INSPECTION V
J0.05' ` ~ i ~ ~ I ~ . ` smic Fla+cE - ~ t ~ t , _ \ ~ ~ OFFICE AT 560-4328 (MR. JOHN RIVES) A MINIMUM OF 48 HOURS
~ DOES NOT ENCROACH 3 ~ 18 ` ` ` 1 2 H\ r ~ ~ l _1~ , ~ , \ _ ~ _ _ ~ ~ AHEAD OF THE T1ME TO COORDINATE INSPECTION PRIOR TO ACTUAL x ~ ~ ' ` ~ \ ~ CONSTRUCTION. ~ W
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~ b ~ W~ ~ ~ j I ~ ~ f ' I ' i ~ ! ' DATE: JAN. 08 2003 I ~ ~ ~ ~ ~ i I
~ ~ M ~ I ~ ~ 1 ~ ~ r ~ } ~ ! ~ HORIZONTAL SCALE: 1' =100' r ' ~ i ~ ~ i
~ h i ~ ~ r- ~ p' ~ ~ w ~ ~ ~ n ~ ? ~ ~ i l r t ` , 2 ~ 1 , ~ i ~ j i ~ VERTICAL SCALE: NONE - , ' r~ 1 ~ ~ ~ ~ PRAIECT MANAGER: KRB
~ _ _ - ` - ~ i ~ ~ ~ - 1 i~ ~ ~ ~ ~ ~ ~ i f~~-~ DRAWN BY: APL
~ , ~ ~ ~ , ~ ~ ~ ~ PROJECT NO: 9031 ' i '
~ ~ i ~ , i" ~ ~ ( I ~ ~ _ DRAWING NAME: 9031-Prelim.dwg
` 1 ~ - ~ ~ -1 ~ ~ ~ t 1 i ! i ~ 1 I ! ~ ~ ~ - THIS DRAWING AND THE DESIGN HEREON r _
r' 1 , 1.72' ~ _ ~ pP ~ ~ ~ , ~ ter. ~ i ARE THE PROPERTY OF CIVIL CONSULTANTS, t 1i 1 INC. THE INFORMATION ON 1HIS DRAWING IS
~ ~ ~ ~ _ _ s \ ~ - NOT FOR USE ON ANY OTHER SITE OR ` ~ PROJECT. THE REPRODUCTION OR OTHER _ ~ ~
\ ) _ - ~ ~ ~ j ~--T - r _ - ~ ~ / ' \ USE OF THIS DRAWING IN WHOLE OR IN PART, i ti ~ ~ WITNOUTWRITTENCONSENfOFCIVIL
. ~ - - r - - - 1~ ~ CONSULTANTS, INC., IS PROHIBRED.
- , ~ ~ ~ i s. ~ ~ ' ~ \ M _ t,-_ _ COPYRICHT2002 CNILCONSULTANTS,INC.
CALL BEFORE YOU DIG... ITS THE LAW.
CALL N.C. ONE-CALL(t-800-632-4949) SHEET N0. too 0 100 200
FOR LOCATION OF UNDERGROUND UTILITIES AT LEAST
L TYUKRINU UHTJ rKIUK IU MUINNINU UKAU114U UK IKLIVl.F111VU-
NORTH CAROLINA GENERAL STATUTE 87-102 1 inch = 100 ft C5
PRELIMINARY - DONOT USE FOR CONSTUCTION

?ATFR
?' _ X11 rte"
4
Alan W. Klimek, P.E., Director
Division of Water Quality
May 16, 2003
Billsco, Inc.
111 Cloister Court
Suite 102
Chapel Hill, NC 27514
DWQ Project No. 03-0294
County: Durham
Page 1 of 2
Subject Property: South Adams Park, Woodcrest Drive, Durham, NC
Little Lick Creek (03-04-01, 27-9-(0.5), WS-IV (water supply) NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with ADDITIONAL CONDITIONS
To Whom It May Concern:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 0.055 acres of wetlands, 149 feet of streams and 13,700 square feet (ffz) of protected riparian buffers
for the purpose of constructing the road at the subject property, as described within your application dated March 7,
2003 and additional information dated March 31, 2003. After reviewing your application, we have decided that the
impacts are covered by the N.C. Division of Water Quality (DWQ) General Water Quality Certification Number(s) 3404
(GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14 when issued by the US Army Corps of
Engineers (USACE). This letter shall also act as your approved Authorization Certificate for impacts to the protected
riparian buffers per 15A NCAC 213.0233. In addition, you should obtain or otherwise comply with any other required
federal, state or local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non-discharge and Water Supply regulations. Also, this approval will expire when the accompanying 404
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. If you change your project,
you must,notify us and you may be required to send us a new application. If the property is sold, the new owner must
be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A
NCAC 2B.0233(5).
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or.applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal and/or
civil penalties. This Certification shall become null and void unless the above conditions are made conditions of the
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands
Page 2 of 2
Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404 or
CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
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.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 213 .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
? Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC 3404
Cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
DWQ # 03-0294
Date: May 16, 2003
bz
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name South Adams Park
Project Number 03 0294
Recvd From APP
Received Date 3/12/03 Recvd By Region
Project Type residential Subdivision
County Durham
County2
Region Raleigh
Certificates Stream ` Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
I 14 Stream P77-* N F__ 779-(0.51 WSIV NSW 30,401. 0.06 149.00
N BR B uffersO _0N
F_ F_ F-F 30,401. 0.31 F__ ??-
Mitigation Wetland
h1itigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Provided by Region: Latitude (ddmmss) 355853
Recommendation: 0 Issue 0 Issue/fond 0 Deny
Longitude (ddmmss) 785110
Comments:
A rip l 23, 2003
Impacts consist of 149 feet of stream and 0.31 acres of wetland. BOTH are kinda close. May need
to check calculations.
This site does have a 100 foot buffer on each side of the stream with an addtioinal 10 foot no build
cc: Regional Office
Central Office Page Number 1
Facility Name South Adams Park County Durham
Project Number 03 0294 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
Triage Check List
Date: Project Name: Sow A_ J '? -P? rllS
DWQ#: 03 _ 0 Z 9 c?
County:
To: ? ARO Mike Parker ? WaRO Tom Steffens
0 FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Cyndi Karoly (Central Office)
RRO Steve Mitchell
From: Telephone : (919) * 7 3 3 / 7 r'?
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
,ream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
Y-Minimization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
65-K
Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
Al Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

CIVIL CONSULTANTS INC.
Civil Engineers
Land Development Consultants
TO NCDENR PAP.
2321 Crabtree Blvd.
Raleigh, NC 27604
WETLANDS1401 GROUP
APR 1 2003
WATER QUALITY SECTION
DATE: 3/31/03 JOB NO: 9031
ATTN: John Dorney
L4V South Adams Park
WE ARE SENDING YOU THE FOLLOWING ITEMS VIA: Airborne Ground
COPIES DATE NO. DESCRIPTION
1 3/31/03 Letter to John Dorney
7 Durham Cnty Soil Survey( with site indicated)
7 3/21/03 C5 Grading & Storm Drainage Plan

REMARKS:
COPY TO: File
Bill Spang- Copy of all.
SIGNED: Kenon Blackwood
LETTER OF TRANSMITTAL
3708 Lyckan Parkway . Suite 201 . Durham, N.C. 27707
919-490-1645 Phone . [phone] Fax . [e-mail]
CIVIL CONSULTANTS INC.
Civil Engineers
Land Development Consultants
#9031
j' March 31, 2003

Mr. John Dorney
NCDENR
2321 Crabtree Blvd.
Raleigh, NC 27604
Re: DWQ # 03-0294
South Adams Park
Buffer Crossing Request
Durham, NC
Dear Mr. Dorney,
As you requested, we are sending the attached additional information supporting
an Authorization Certificate for a public street crossing of Little Lick Creek located in the
City of Durham. This information includes the Site Grading Plan (Sheet C5) and a copy
of the Durham County Soil Survey showing the subject property and all defined streams
in the vicinity. Seven copies of each are provided.
Your comments have been addressed as follows:
Please indicate proposed lot layout as overlays on the site plan.
The Site Grading Plan (Sheet C5) shows the proposed lot layout.
2. Please indicate location of the protected buffers as overlays on the site plan.
Are all lots buildable without buffer fill?
The Site Grading Plan (Sheet C5) shows all protected buffers and all
proposed clearing and grading. No disturbance within the buffers is
proposed other than the requested street crossing.
Has DWQ staff visited the site to determine whether other streams subject to
the Neuse Buffer rules are present on the site? Alternatively, please provide a
copy of the County Soil Survey with the site clearly shown so we can
determine if other buffered streams are present.
3708 Lyckan Parkway . Suite 201 . Durham, N.C. 27707
919-490-1645 Phone . [phone] Fax . [e-mail]
r
/ X,4.
We are unaware of any visa to the site by DWQ personnel. Please feel
free to make such a visit if necessary to make your determination. As
suggested, we are providing a copy of the Durham County Soil Survey
with the site indicated and all defined streams in the vicinity highlighted.
I trust these documents adequately address your concerns. Please call me if you
have any other questions concerning this application.
Yours truly,
4V""' el? 6"Og-
Kenon Blackwood
Attachments (7 copies each):
Site Plan (Sheet C5)
Durham County Soil Survey (with site indicated)
cc: Bill Spang, Billsco, Inc.
ni IRHAM ('.OI INTV NOPTH C'AR(-)I IN,
lQ)
0,?WA1'
>.d
a
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Billsco, Inc.
111 Cloister Court, Suite 102
Chapel Hill, NC 27514
To Whom It May Concern:

March 10, 2003
DWQ # 03-0294
Durham County
On March 12, 2003 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill waters for the purpose of a residenti-l subdivision in Durham
County. Approval from DWQ is required to disturb these areas. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Please indicate proposed lot layout as overlays on the site plan.
2. Please indicate the location of the protected buffers as overlays on the site plan. Are all lots
buildable without buffer fill?
3. Has DWQ staff visited the site to determine whether other streams subject to the Neuse
Buffer rules are present on the site? Alternatively, please provide a copy of the County Soil
Survey with the site clearly shown so we can determine if other buffered streams are present
. Please telephone John Dorney at 919-733-9646 if you have any questions or would require
copies of our rules or procedural materials. This project will remain on hold as incomplete in
accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this
information is received. If we do not hear from you by writing within three (3) weeks we will assume
you no longer want to pursue the project and will consider it withdrawn.
Sjtucerely,
JRD/bs
1 rn y
Water Quality Ce ification Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Keith Gettle, Civil Consultants, 3708 Lyckan Parkway, Suite 201, Durham, NC 27707
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
N

CIVIL CONSULTANTS INC.
Civil Engineers
Land Development Consultants
#9031
March 10, 2003
Mr. John Dorney
NCDENR
Wetlands Unit
Parkview Building
2321 Crabtree Blvd.
Raleigh, NC 27604
0690294f
Re: South Adams Park, Residential Subdivision
401 Water Quality Certification Request
Durham, NC
Dear Mr. Dorney:
4?jy0?
0390
0
'1'0ti
Please find enclosed the application material for an Authorization Certificate for a public
street crossing of Little Lick Creek, for the South Adams Park subdivision, located in the City of
Durham. The applicant for this Certificate is Bilisco, Inc., 111 Cloister Court, Suite 102, Chapel
Hill, NC, 27514, (telephone [phone]). The site is 23.92 acres, 15.5 acres disturbed, and
is located adjacent to an established residential neighborhood. The project will consist of single-
family homes and the proposed crossing will provide access to the project site from existing
Adams Street. Little Lick Creek is the only stream located on the property with the exception of
a drainage ditch that empties into the creek. The creek and drainage ditch are shown on the
attached site plan, and the only impact associated with the crossing will be to Little Lick Creek.
Our office met with the DWQ staff (Mr. Bob Zarzecki and Mr.Todd St. John) on February
4, 2003 to discuss this road crossing. Specifically, the group focused on the discharge
structures A2 and A3 and the road crossing pipe culvert configuration. As shown on drawing
WM-1, structures A2 and A3 will discharge into a preformed scour hole (Al) located outside of
the buffer area. The road crossing pipe culverts were modified to minimize the disturbance to
the profile of the creek bed. As required the culvert pipe inverts will be buried a minimum of 1-
foot below the creek bed. The crossing design would not encourage the destabilization of Little
Lick Creek, the embankments and streambed will be lined with riprap and should minimize the
potential for erosion in the area. Concrete headwalls are proposed to reduce disturbance at the
required minimum length within the Certification guidelines.
The proposed roadway (Big Twig Lane) is as near perpendicular as practical to the
stream. The layout of the road is dictated by the minimal amount of road frontage on Adams
Street and the avoidance of the existing wetlands. Also, the radius required to approach the
creek at perpendicular would exceed allowable design tolerances set by the City. As shown on
the attached site plan (C5) Carr Road and Taft Street are not immediately adjacent to the
property and thus, inaccessible to the project site.
3708 Lyckan Parkway . Suite 201 . Durham, N.C. 27707
919-490-1645 Phone . [phone] Fax . [e-mail]
All storm water discharge from the site (except at structures A2 and A3) will be routed to
a detention pond and a level spreader as required.
Proposed impacts resulting from the road crossing (zone 1 and 2) are approximately .31
acres and the length of disturbance to the stream is approximately 149 linear feet.
During site construction the Applicant will provide the appropriate buffer protection
associated with the stream crossing on the site. Erosion control measures will be in place to
minimize any impact of the soil disturbance. Considering the location of the site and the
potential access needs associated with the development, the subject property allows no
practical alternative to crossing Little Lick Creek via Adams Street.
Please note the Wetlands shown on sheet C5 have not been approved by the USACE.
The estimated amount of wetlands on the site is approximately 0.14 acres. Upon USACE
approval we will submit a signed copy to your office under separate cover.
I am hopeful all issues and concerns have been addressed. Also, I would like to express
my appreciation to your Staff in their willingness to meet with us regarding this project. Please
feel free to call, or direct any future correspondence to my office, for further clarification
concerning this request.
Regards,

Keith P. Gettle
Engineering Manager
Attachments (7 copies each):
Pre-Construction Notification (PCN) Form
Site Location Map (USGS copy)
Crossing Site Plan (Sheet WM-1)
Culvert Profile at Crossing (WM-2)
Grading and Drainage Plan (C5)
"No Practical Alternative" Letter (6 copies)
TR-55 Time of Concentration Worksheet
$200 Check for 401 WQC Processing Fee
cc: Mr. Todd Tugwell - U S Army Corps of Engineers
Mr. Bill Spang (w/a)
i
TR 55 Time of Concentration Worksheet
Project South Adams Park
Location Durham, NC
Sheet Flow
Segment 11
1 Surface Description
2 Mannings Roughness, n (table 3-1)
3 Flow Length, L in ft (max 300')
4 Two-year 24-hr rainfall, P2 in inches
5 Land Slope, s in ft/ft
6 Tt = 0.007x(nQA0.8/(P2A0.5xsA0.4) in hr
Shallow Concentrated Flow
Segment 11
7 Surface description (paved or unpaved)
8 Flow length, L in ft
9 Watercourse slope, s in ft/ft
10 Average velocity, V in ft/s (figure 3-1)
11 Tt=U3600V in hr
Calculated By RSJ
Checked By CPK
Date 1/8/2003
Revised 1/8/2003
Pre-development Condition - Route Pre-development onion - ou e

Subtotal Subtotal
Lawn Lawn
0.24 0.24
100 100
3.6 3.6
0.050 0.025
0.155 0.155 0.205 0.205

unpaved unpaved
270 815
0.027 0.05
2.65 3.6
0.028 0.028 0.063 0.063

5 20 5 20
6 14 6 14
0.83 1.43 0.83 1.43
0.026 0.012 0.016 0.012
0.055 0.055 0.055 0.055
3.87 3.69 3.00 3.69
1975 595 1215 595
0.142 0.045 0.187 0.113 0.045 0.157
0.37 0.43

22.22 25.53
4.41 4.10
6.14 5.74
Note: Since Route 2 is hydraulically longer, use Tc from Route 2
Discharge to Crossing
Channel Flow
Segment ID
12 Cross Sectional flow area, a in ftA2
13 Wetted perimeter, pw in ft
14 Hydraulic radius, r=a/pw in ft
15 Channel slope, s in ft/ft
16 Manning's roughness, n
17 V=1.49xrA0.667xsA0.5/n in ft/s
18 Flow length, L in ft
19 Tt=U3600V, in hr
20 Watershed total Tc in hours
Rainfall Intensity
21 Time of Concentration, Tc in minutes
22 Intensity of 10 yr storm, I in Inches/hour
23 Intensity of 100 yr storm, I In inches/hour
Build Out Characteristics
Neighborhood Commercial
1-2 Industrial
Residential area 114 -1/2 acre lots
Total Q
C A 110 Q10 C A 1100 0100
0.85 2.3 4.10 8 0.85 2.3 5.74 11
0.75 17.8 4.10 55 0.75 17.8 5.74 77
0.4 78.0 4.10 128 0.4 132.7 5.74 179
191 267
1 of 1 to Crossing of 9031-tr55-xing.xis 1/24/2003
.r
Culvert Designer/Analyzer Report
Creek Crossing
Peak Discharge Method: User-Specified
Design Discharge 191.00 cfs Check Discharge 267.00 cfs

Grades Model: Inverts
Invert Upstream
Length
Drop 333.50 ft Invert Downstream 333.10 ft
80.00 ft Slope 0.005000 ft/ft
0.40 R

Headwater Model: Maximum Allowable HW
Headwater Elevation 338.00 ft

Tailwater Conditions: Constant Tailwater
Tailwater Elevation 3.08 ft
Name Desc Discharge HW Elev Velocity
Trial-2 1-117 x 79 inch Arch 267.00 cfs 339.03 ft 9.73 ftts
Trial-1 1-117 x 79 inch Arch 191.00 cfs 337.96 ft 8.61 ft/s
x Trial-3 2-54 inch Circular 191.00 cfs 337.88 ft 9.41 ft/s
Trial-4 2-54 inch Circular 267.00 cfs 338.89 ft 10.36 ft/s
Trial-5 1-9 x 5 ft Box 191.00 cfs 337.72 ft 9.97 ftts
Trial-6 1-9 x 5 ft Box 267.00 cfs 338.77 ft 11.01 fits
Project Title: South Adams Park Project Engineer. CPK
c:lh9estad\cvm\9031-xin.cvm Civil Consultants, Inc. CulvertMaster 0.0
01124103 02:11:08 PM ® Haestad Methods, inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 7
Culvert Designer/Analyzer Report
Creek Crossing
Design:Trial-3
Solve For. Section Size
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Headwater Depth/ F"ht
Inlet Control HW Elev
Outlet Control HW Elev 338.00 ft
337.88 ft
0.97
337.88 ft
337.85 ft Storm Event
Discharge
Tailwater Elevation
Control Type Design
191.00 cfs
3.08 ft
Inlet Control

Grades
Upstream Invert
Length 333.50 ft
80.00 ft Downstream Invert
Constructed Slope 333.10 ft
0.005000 Will

Hydraulic Profile
Profile S2 Depth, Downstream 2.74 ft
Slope Type Steep Normal Depth 2.74 ft
Flow Regime Supercritical Critical Depth 2.87 ft
Velocity Downstream 9.41 ft/s Critical Slope 0.004357 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 4.50 ft
Section Size 54 inch Rise 4.50 ft
Number Sections 2

Outlet Control Properties
Outlet Control HW Elev 337.85 ft Upstream Velocity Head 1.24 ft
Ke 0.20 Entrance Loss 0.25 ft

Inlet Control Properties
Inlet Control HW Elev 337.88 ft Flow Control N/A
Inlet Type Groove end w/headwall Area Full 31.8 ftz
K 0.00780 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 2
C 0.02920 Equation Form 1
Y 0.74000
Project Title: South Adams Park Project Engineer: CPK
c:\haestadbvmW31-xin.cvm Civil Consultants, Inc. CulvertMaster v1.0
01/24/03 02:11:08 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 4 of 7
Culvert Designer/Analyzer Report
Creek Crossing
Design:Trial-4
Solve For. Headwater Elevation
Culvert Summary
Allowable HW Elevation 338.00 ft Storm Event Check
Computed Headwater Elevation 338.89 ft Discharge 267.00 cfs
Headwater Depth! Height 1.20 Talwater Elevation 3.08 ft
Inlet Control HW Elev 338.89 ft Control Type Inlet Control
Outlet Control HW Elev 338.89 ft

Grades
Upstream Invert 333.50 it Downstream Invert 333.10 ft
Length 80.00 ft Constructed Slope 0.005000 fti t

Hydraulic Profile
Profile M2 Depth, Downstream 3.40 ft
Slope Type Mild Normal Depth 3.54 ft
Flow Regime Subcritical Critical Depth 3.40 ft
Velocity Downstream 10.36 R/s Critical Slope 0.005450 Wit

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 4.50 ft
Section Size 54 inch Rise 4.50 ft
Number Sections 2

Outlet Control Properties
Outlet Control HW Elev 338.89 ft Upstream Velocity Head 1.55 ft
Ke 0.20 Entrance Loss 0.31 ft

Inlet Control Properties
Inlet Control HW Elev 338.89 ft Flow Control N/A
Inlet Type Groove e nd w/headwall Area Full 31.8 ftz
K 0.00780 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 2
C 0.02920 Equation Form 1
Y 0.74000
Project Title: South Adams Park Project Engineer: CPK
c:\haestad\cvm19031-xin.cvm Civil Consultants, Inc. CulvertMaster v1.0
01/24/03 02:11:08 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 5 of 7
CIVIL CONSULTANTS, INC.
3708 Lyckan Parkway Suite 201
DURHAM, NC 27707
[phone]
Fax [phone]
JOB 6031 : 3owrT-i AyA MS pA
SHEET NO. OF I
CALCULATED BY Cr DATE 02-7/03
CHECKED BY DATE
Ar.Ai F
/ I

TOPS
GQ. a ` ?..WETLAND,S : BAf4
ti ;?, ; `' I A 0
370
55
®,\ .. LEVlEL SPREADER ?,, ;•,, \`; x?(\?
- - -.._.._..-..-.._..
9
8
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MP
?I ffi°
a
CLASS I 1 I .? s?\?' '\ ?'.,.,i 1 Q i f iii
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WETLAND' \..\ / d
L\ j i F rn °"
54 l/\ \ f s\ i a
X`
Z 00
?',CL OF°'tCREEK :1 F a o 0
its. \ ?,? ?_// \ \"S
25 P
? ERIMETER FF`ER ?.
•
LJ LL
rt
?,
LET(/) \
_Lj
LE' I
CLASS ? /? I ` . (v
? , \ RIP-RAP `
r
I : I
x ?'. ? ?'" ?-BAG', TVA LAINL'
•
QO ?, ?,? \ V l I
1 '
\ I'
NO, 0/
NEE
-I-y7r
o M Al r o _ ,
vv CLOF' DITCH1 I
\ \? S?? PREFORMED
yO?P SCOUR HOLE
I Q 5 ?:i \
STREAM IMPACT SUMMARY •
AREA (Sq. Ft.) (Acres) (Lin. FQ*
BUFFER ZONE 1 8400 0.19
BUFFER ZONE 2 5300 0.12
TOTAL BUFFER 13700 0.31

WETLANDS 2400 .055
STREAM - - 149
Ix/
115
H
B 1 \\i \ \ T ?..
DETENTION POND m.
j ?. i?i 17
,r 't,r* SHEET NO.
# measured along centerline of creek ?, x /
M_ I
uuaally unau, alryLuua lu:Yy-rtu AM
14`J I_r z)IrctAm ImriAui

50' PUBLIC RIGHT-OF-WAY

4' HIGH CHAIN i

5' CONC
LINK FENCE .
SIDEWALK
3' MIN. GRASS
SHOULDER CONC.CURB & 4' HIGH CHAIN
LINK FENCE
GUTTER (TYP
)
CONCRETE HEADWALL
.
344 ?? I 2% 2%
CONCRETE HEADWALL
2.
342
2:1
340
8" SANITARY SEWER 0 08" WATER MAIN
338
1% SLOPE
336

334
------- ---- ------

332 ---- ------- --------------------- -----------------
-------------
_
328
\- (2) 54"o RCP CULVERTS
TRANSITION STREAM CHANNEL BANK
AS APPROVED BY CITY ENGINEER
PLAN VIEW
natoll LeM ana earn
Pipe - Ditch Outlet

e
'
A with natural grand.
Rei c
1 tti
(P )
A A
w (1' min. typ.)
SRUare Pretamed
Star Hole (PSH)

(Rip Rap in bash
not shorn tar olaily)
Key

SECTION A-A D ° r
w=4

ipe ar Ditch
Outlet PSRa
(1min.)
_ Notural
_
Ground
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Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Billsco Inc.
Mailing Address: I I ICloister Ct.
Suite 102
Chapel Hill, NC 27514
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent 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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Pagel of 8
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 provide 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 be included at the applicant's discretion,
so long as the property 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 prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: South Adams Park
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0841-13-23-3770, 0841-14-23-7319, 0841-14-
33-1539, 0841-14-22-6516, 0841-14-23-7870, 0841-14-32-0767
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Hickory Glen
Directions to site (include road numbers, landmarks, etc.): NC 98 to Woodcrest Drive. The
site is located at the end of Woodcrest.
5. Site coordinates, if available (UTM or Lat/Long): 35N 58' 53", 78W 51' 10"
(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. Describe the existing land use or condition of the site at the time of this application:
Wooded undeveloped site
7. Property size (acres):
8. Nearest body of water (stream/river/sound/ocean/lake): Little Lick Creek / Falls Lake
9. River Basin: Neuse River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 2 of 8
10. Describe the purpose of the proposed work: Residential - 60 lot subdivision
11. List the type of equipment to be used to construct the project: Mechanized land clearing-
- and excavation, installation of culverts and the placement of fill associated with site
development.
12. Describe the land use in the vicinity of this project:
Established residential single-family neighborhood
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 previously 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.
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.
VI. Proposed Impacts to Waters of the United States/Waters 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
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
Page 3 of 8
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 brief written description of the proposed impacts: Road access from Adams street
over Little Lick Creek will consist of 2-54" RCP culverts approximately
72 linear feet long with riprap aprons at each end.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Area 1 Riprap and .055 No 0 Riparian
Culvert and
Fill Material for
Road Crossing

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately 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 http://w-NN-w.fema.2oN.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of all existing wetlands on the property: .14 acres
Total area of wetland impact proposed: .055 acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
Area 1 Culvert 72 LF Little Lick Creek 15 ft. Perennial
Riprap 77 LF Little Lick Creek 15 ft. Perennial

L I I I I
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated 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 (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. 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
wXVu.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., wyw.topozone.com,
wwu.mapquest.coul, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 149 LF
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number

(indicate on map)
Type of Impact* Area of
Impact

(acres)
(if Name p Waterbody
applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.)

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): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
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
techniques to be followed during construction to reduce impacts.
The development of the propert y_relies on the access over Little Lick Creek.
Erosion control measures will be in place as required during construction
Road layout shown provides the least disturbance to the creek area.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 5 of 8
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the 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 watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed 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
ham://h2o.enr.state.nc.us/ncwetlands/strmaide html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a'plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to, satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at lilt p:/Wo.enr. state.nc.us/«vrp/index.litin. 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): -
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):
Page 6 of 8
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? 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 (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated 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 Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Neuse River )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8400 3
2 5300 1.5
Total 13700
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing Impervious = 0% Proposed Impervious = 24% Total acres of the site = 23.92.
The site will have (1) storm water detention ponds to capture water runoff.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater will be collected in public sanitary sewer lines and routed into the City of
Durham's system.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
O,3
" Applidaty?n's SigDate
(Agent's signature is v lid ly if an a ?nllu!e
orization letter from the applicant is provided.)
Page 8 of 8
Q# A 3 " Qkq. Triage On-Hold Letter 2•.Q Staff Contac? Date
plan Detail Incomplete
? Please provide a location map for the project.
?. Please show all stream impacts including all fill slopes, •aissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
Please indicate proposed lot layout as overlays on the site plan.
-e- ', ?WA
Please indicate the location of the protected buffers as overlays on the site plan. u
t.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. l
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan-
[3 Please Indicate the diffuse flow provision measures on the site plan. .
? Please Indicate whether or not the proposed impacts already been conducted.
Avoidance and/or IviinfmizaGon Not Provided
a The._ on the plans does not appear to be necessary . Please eliminate the or provide additional information as to why
it is necessary.for this project
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the Please
revise the plans to avoid the impacts..
This Office believes that the 'Uhiale on the plans ar can be moved or reconfigured to minimize the impacts to the Please
revise the plans to minimize the impacts
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the. entire buffer. If it is not possible to achieve diffuse .
#low through the entire buffer then. it may be necessary to provide stormwater management practices that remove nutrients before the stoimwater (I
-?' "?-
can be discharged through the buffer.
)ther r
$
I The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was requested, Please Provide
This additional fee must be received before your application can be revlewed:
Please complete Section(s) on the application.
Please provide a signed copy of the application. c
Please provide copies of the application, copies of the site plans and other supporting information.
Cation
of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform .
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.. ry,
Please indicate which 404 Permit the USACE would use to authorize this project. `
2
loot,
rlY\ ? ? 'lam ? /
¦ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
¦ Print your name and address on the reverse
.so that we can return the card to you.
Ir Attach this card to the hack of the rnailpiecex
or on the front if space permits.
L Article. Addressed to.
Billsco, Inc.
111 Cloister Court, Suite 102
Chapel Hill, NC 27514
DDWQ# 03-0294 - Durham County
A Signature
Agent
XVy (A? ? Addressee
B. ReceToyd,by(Printed Name) C..D?epii9fliven
D. Is delivery address different from Item 1? U Yes
I f YES, enter delivery address beiow: ? No
3. =Type
L7 Certified mail ? -Express Mail`
? Registered ErRetum Receipt for Merchandise
? Insured Mail ? C.O.D.
14. Restricted Delivery? (Extra Fee). . ? Yes
?. Article Number
7mrisfer from service lop#
7002 3150 0004 9315 2622
3811; August 2001 Domestic Return Receipt 102595-0'
NITED STATES POSTAL SERVICE First-Class Mail
Postage & Fees Paid `
USPS ,
Permit No. G-10
• Sender: Please print your name, address,,and ZIP+4 in this box •
NC DENR Division of Water Qt.-'ity
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604 1
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