20060061 Ver 1_401 Application_20060109

SUf~~11T
Consulting Engineers
January 6, 2006
Laurie Dennison
Division of Water Quality
401 Wetlands Division
2321 Crabtree Blvd.
Raleigh; NC 27604
Subject: Southfork Subdivision
Granville County, NC
Dear Sir/Madam:
1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] Fax [phone]
X0060061
Southfork Subdivision is a 143 acre subdivision in Granville County, NC. There are two stream crossings in this
subdivision. We are submitting all necessary documentation and plans for approval of these impacts.
Should you have questions, please contact me at [phone].
Sincerely,
~~
Alan Pytcher
Summit Consulting Engineers
JAN 9 - .2006
a ~o sT~~~~ ~~

<Offiice Use ~On1y: Form Version March OS
TJSACE Action ID No. DWQ No. 2 0 0 6 0 0 6 1
(If any particular item is not applicable to this project, please enter "Not Appucaoie~~ or ..Nit, .l
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ~ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: ~'`~ ~~~'G' -' `f
3. If this notification is solely a c urtesy copy because written approval for the 401 Certification
is not required, check here .
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
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
Environmental Concern (see the top of page 2 for further detail ~~1~;'^~
II. Applicant Information ~ (J v
JAN 9 - .2006
1. Owner/Applicant Information ~ DENR - WATEF2 QUALITY
Name: d~u c,~7;.3,J ~ r~-t~~,.1 f~.~s`~z-yL~co ~Frw,tosan~~sr„r
fantis~~-
Mailing Address: G2~-~~s-~~ P,evF~e ~ ~~S . L~-L
l~q~ a-~-tts ,G~Cr40
GL~~CY+7cuQ ~3C. ~752~2
Telephone Number: 9 tq - 5;~~ - 137 Fax Number: 9 t g - 5`Za'- _y/~S
E-mail Address: ~~v k ~ 7~~0 @ GS. co:.~
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 o~mer/applicant.)
Name: ,~'Jw,..~ ~~' ~,.y5v~<<.~ E...~ c,~~~~5 -A.~ Ar~~c.~
Company Affiliation: f-.~t:.~E~~ IoM-"•~.~Y ?~o -~ ~C' ~L~~~'
Mailing Address: /oov Ca~,2az~ ~,~e .~ , .pSc~ rtC ~ o F
- ~-I/LLSf~oQAL~~t /JCS ~7~ / o
Telephone Number: `~ l`t - 73~ ~ 383 Fax Number: ~ tR - '73~ - G'~ ~~
E-mail Address: a lan . pyT -~~~ Svc-~•~ ~ - eK9 ~n ~• ~~-^
Page 5 of 12

~. Projject 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 MRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps maybe 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: -~~~~a~~ 5'~1~s~r~~-S ro;~
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): ~~~~ - Oo - 8~- 7~'gG
4. Location
County: G~.a,..SJu_t..~ Nearest Town: Laves I3 ti` ¢G
Subdivision name (include phase/lot number): PN~+~ ~ 1 (51 Lc~ r-s ~ P~A~~' ~L (~!S ors
Directions to site (include road numbers/names, landmarks, etc.): ~L ~ ~"~~~~`~~
f~s~~ T~~~ Go r=,~- G~ NL 96 . L.r1,-~ ~J (5' L~~ A,T P.o. go~C
5!~' ~! 7v` -S~ ~ o~ ~ ~12A..~~ Lt,J'ro.~i r~~~ !.y ~.~,s~ v~ ~C~ ~ 7S~
ltvv ~.bszTi.~ ~ A+~~ Iz t G.. F-~'L' Gr..3 c~.--v ~~+JlL.1~ ~~~~.; e'er. 5 i'tE 6 S Iq, r~~Z~C . 3 G~o~ S- i o.J
21G~bti--
S. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): -~ ~ ~- ~7 °N '7'-33 - SS. 7 °W
6. Property size (acres): j~3 ~
7. Name of nearest receiving body of water: ?~- PIJ~~ ~ ~~- c~z~~G-
8. River Basin: ~~~` PA~1 `-~~ y el.!~ i3A51~
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httn://h2o.enr.state.nc.us/admin.!mans/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: ~x 15-~ ,..~ ~..3T ~.a.3o Zo.-)EQ ~4Q - ~o
~~~ IS SLOL~l7 ~~M ti~~--rr-t TO SOJTo-l ,4rJ0 Sov'~tl ~o sJ:~2'rt~ 1.11"rtl
`ltJtr NIGfE~Zi ~t-c~9Ticy.J ~ twL'_ /~,3"2 ~Ar~10 `le-!~ 1~~.•~`S ~Lc~4Tccr~
Page 6 of 12

10. Descn~e fhe overallproject irm detail, includingfhetype of equipment to be used: t3~~z~
F_XaAaA~ro~S~/~'lOTaeCl1AO~,QSy i4i.1r, 5'irf~it_c_ €A~'r~l /yloytn~ ~QJct~f~~
Z..)it,L ~ ~~D G~Dt,..aG l F Oirzr Fog ~10'S /arJD $t~It~D1..~-, P,d ~s h;rt,c._
f3L ~E
11. Explain the purpose of the proposed work: ~1~~~2 Sv~9t~~ is to,.J !~ t-r~l ~7
Pfd po5 ~ G.crs ~e s [.~L~ - Fi4wt i ~Y D ~T~4LEl ~7 f-/o,~ ~5 .
A.~c,~~~ ~f Scy~' = f 3 ~1Glz~~ ~O , G~ c~N c-r~s~Ac~E
N. 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 USAGE 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.LP. project, along with
construction schedules. ~~~~~~ ~~' ~ ~°L- ~ ~~~~Ja~ L~-r~E~- . -At~ts~ F..•.~D
Q-Tr~l:u'~ iL1GL1~' D,~/ ~+~i.~Ay t~E~K t c ~-I4S 13~E.J ~JBw~ [T'£ 3> . w'A rrc.~
Fob kt ?~~~ .
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.
DLt ~ J~~...SA't P~~?r~. T , BIAS ~c ..~ 5~: ~,-1 rC'~~ ~ A.J.O ~}-4 t ; c~~ Ft:LZ ~L r'~t~~ ~(,,
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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 maybe 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: ,.~ !M p,~~7-S ~~ E / ~~-J ~D
1~ r ~tG ~'t-r-E ~GS~.J , onY tw1PaG~ GS [.Gt/~t c~D ti3~},,2 ~! r~ ~,•rcRA,.^-~C
l"'` Tr1~ S tJf~Ot ~t5to..-1 ,.2ND 1/~PsiGC lS ~G~ /JC~{.2 `r«~{E L'Ff4 ~ a r
. '?+-l~ -ScJ~Di~tSton~ QD7'-~ 1n~Pr~~-fFi ,at~C P~RM/.~/J~.~°~t'. ~,"r',eEA.~-z S S~c~JC~
lmPr~G~rc~ ~~ la.r<TElLr,~t ~~. t~,~Pia~~ ,u ~ lS 4o'L. ~: t~ L~„~-rr~ ,
~l~r~,~~z' 'cr.Z t5 i5'~!, Sd G.. ~; rv ~.-~-z-t-f , '7~r~t` c-~r~~~~~ ~E a~,,~.~~
~~ . So G . ~ , Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
't-- 1'_~ _ .7.... .+,. 1...+1. ..+r.. n+„ro nr~rl 'flnnf~lT1Q
DG (.LL 6
Wetland act
~P
Site Number
(indicate on map) LG1~' 11JL 1111 aL.W uuv vv

Type of Irnpact vv u..+.. .-------- ---- ---
Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.)
Located within
100-year
Floodplain
es/no
Distance to
Nearest
Stream
linear feet
Area of
Impact
(acres)
No /,LJ~c1l,.:
~~ rM~~
os,-7 S ~

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: ~iO~~
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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
~ _t__~_~ m_ _1_..1..+,. ,. ,1+;,,1„ lnnrr4}t X ~zn~th then rlivirle hv43.560.
111LLJL V
Stream Impact
Number
(indicate on ma V u1v1L~u~\a. 1v

Stream Name ..... ».•.----~-• --- -

Type of Impact -- -.i ---
Perennial or
Intermittent? ~
Average
Stream Width
Before Irn act -
Impact
Length
(linear feet)
Area of
Impact
acres

~ Z ,q,2 LZLL)CA~.L cu- .~riD c~.S~= t~c.~-r rrr- r r~ -~S ~ !5~rioL.. ~. l7~
GLASS " ~ " Ri P
QAP ,gP,2tYJS
lJ ~~4 Bc ~o

Total Stream Impact (by length and acreage) ~~.S~t/ • ~'Fa
S. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
r-„ ~__~.v 11,.,..7: .ir ~,,,lt-l,POr~c atr
1111, 6.•AN
Open Water Impact

Site Number
indicate on ma) UVUUVII, uivuc,ua , iav..

Name of Waterbody
~' a hcable
( PP ) »W , .--------`-,

T e of act
~ ~
Type of Waterbody
lake, pond, estuary, sound, bay,
(
ocean, etc.
Area of
Impact

acres
/ib OPres.~
rrYtA~~S o~5 -

Total Open Water Impact (acres)
Page 8 of 12

'6. List the
nat;~TP;mnart to all Waters ofthe U:S. resulting fromthe project:
Stream Im act (acres): ~ ~~
Wetland Im act (acres): ~ ~-~~-~~ r.-~~-rc~
en Water Im act acres : ~ a~ r~~r~~s [,~~~a
Total Im act to Waters of the U.S. (acres) ~-'/A
Total Stream Im act (linear feet): ~~ SL•r
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes [~ No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or -linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation ~b ~'G-'~ ~~ P.~°r'°s~~ ~ c:~ ~'~s~~~~`~`~ o..~ sr•rE'
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.):
Current land use in the vicinity of the pond:
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 maybe 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. /!'[/Nr,.~rzA-n°,..3 ~ P2c~c~
t i~~~4L"fS c.Jru=- L3E rx.-~E, r3 ~r P~tc~,.~ LfP~~ovelA`~c Cr~.P'~ /~,•1~~ Gc-~•'r~•~.
Llra /TS S~r~.-~~ t~...)J ~GZ~S r~.•-} Go.J~ P~e_ PI-.~i.~S r-1.4 •~ yEE.., ,QPT~a/Cfl
B `! ~L `-~'J ~
Scams rtr~ .4~~.~Y . /~,.9v cL~A2t..~ l.Jtc.c_ G'am' ~[ w~ r't~ ?o t?6~S iJE~~S.~k~~.`1
VIII. Mitigation %°~- ,eoar~ .~.~~ C3~«-nt..~ eox~~~~a;.~,
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 9 of 12

USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in'the Federal Register on January 15, 2002, 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 detPrm_i_ning acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that maybe 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 NCEEP 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
http•//h2o enr state nc us/ncwetlandsistrmaide.html.
1. 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.
%lft= /~-?'~--«'~ED jLl..%r.'~z- 6~ ~t~.3 [5 "t"~G T.~4 ~ - DA:•-rG~l~ ~'t J~/Y' C`~k51.•~ ,
sv ~ dc~ 0.= tZ! P~LI~.J 3J ~=t=~G."- l5 irJl~J o~~7 0..-~ c !'~ ~!~ " Sr ..~C cr- ~£
~t.~st~[ ~ !/~-lA4LT~~ ~/k~lC .4v-i-CL-?-C~ T[t/~ STFLE~~f f~-~?E ~~ ~~.,a[..-i-.
~".-~~ r F^~~ 2~ca.->~ ~^?/Acs ~(= InJL [ SY S L. ~ ~OT.4a.Ll J~ ~~~ • ~L_ ~,
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//h2o enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five 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):
/vllT[~~too.~ jZr~c~ltz~lw+~5 ~Jtw C>E 1~`it~wct•J~D B-~ `~~
~~~.
Page 10 of 12

'IX. environmental Documentation (required 'by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (feiieraUstate) land? Yes ^ No
2. If yes, does the project require preparation of an envirorunental 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 ,~
3. 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 (required by DWQ)
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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify '%A~ ~ P~ Llu~ )? Yes ,®, No ^
2. If "yes", 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 multi liers.
Zone* ,_ ~~~t_~, Multiplier Required
1 !O, ,~o?/ 5. F. I 3 (2 for Catawba) 1S 33/.5'
2 ~~, ~co? 5'. r'. 1.5 ~.7, a^S3
Total s?J~,. !e?3 .~>. r. 37, ~~~S
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into 'the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. Q~p~~ ~~~~'~- ~s i°~1°'`~
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstratingtotal proposed impervious level. ~''w<<~ ~~ ~a~ ~~ ~~ ~~'L~ ° /O, /~~ . ~.
~I. Sewage Disposal (required by DWQ)
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.
STJ~ tl~ - a -i-SQG.~tS A.J~ c~~us i.3u_c_ BE ~Y7 ~,~5 5'!`~~ ~r~~ i...J-4~ ~~~..~4-t~'L
~tsc:t(A.~~.
III. Violations (required by DWQ)
~Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .000) or any Buffer Rules?
Yes ^ No ,~,
Is this an after-the-fact permit application? Yes ^ No
ATV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt~://h2o.enr.state.nc.ushlcwetlands. If no, please provide a short narrative description:
XV. 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).
la ~~-c~ s
A.pplicantlA nt's Signature ~ Date
.(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

Southfork subdivision
-~
Stream Buf fer Disturbances

Impact Type Stream Meander Stream Bu ffer Wetlands Construction
Length Disturbances Disturbances

_ Zone 1 Zone 2
Impact #1 Intermitten t Stream 98 3,945 SF 6,016 SF road/culvert/riprap
Impact #2 Intermittent Stream 154.5 6,276 SF 8,886 SF __ __ road/culvert/riprap

. ~
Page 1 of 2
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Record No 3728 Map Number 182600847890
Name 1 CROSSWIND PROPERTIES LLC Address Situs OLD FRANKLINTON RD
Address Billing 1696 HAYES RD ZIP Code Billing 27522
City Billing CREEDMOOR NC Township Code 102

Acres 143.12 Real Value 63448
Land Value 324254 Building Value 0

Deed Book 1111 Deed Page 948

Plat Book 3 128 Account 25815
Sale Price 911000 Improvements O
Deed Month 10 Deed Day 06
Deed Year 05 Description 182600847890
Record No 3728 Map Number 182600847890
Name 1 CROSSWIND PROPERTIES LLC Address Situs OLD FRANKLINTON RD

Address Billing 1696 HAYES RD ZIP Code Billing 27522
City Billing CREEDMOOR NC Township Code 102
Acres 143.12 Real Value 63448
Land Value 324254 Building Value 0

Deed Book 1111 Deed Page 948

Plat Book 3 128 Account 25815
Sale Price 911000 Improvements O

Deed Month 10 Deed Day 06

..I nllvlr l~....,_nT'L7/LTrilTl(_TIJWCU/UI-IIILCI r~rlr.w___. _,._!j-'rlTl?1 mil ••,••,-~rrAn V711H~~. I/6/2006

Granville County NC Property Record Card Map No: 1826.00-84-7890 Record No: 3728
OWLIERSHZP 10072005 24870 301 PROPERTY DESCP.IPTION TAX SUBDIVISIOfIS 61AP I1UhiBER CARD NO
YARBOROUGH CHARLES H
JR
------------------ ACRES
SR
1705 BRASSFIELD TOWNSHIP 182600847890 1
-- --
_
____________
-- __
_
________________ ------------------- ----------------
RECORD iIU61BER:. 3728
P O BOX 565 ROUTE 182600 012
LOUISBURG LIC 27549 1705 SR LISTER:WD 110292- 5
DEED: 245 482 00001984 OLD FRAIIKLStITOI1 RD REVIE47:Rhf 81000
# LAND CLASS SIZE ~BASER7aTE*FRtIT*DPTH*ADJ=ADJRATE*UtIITS=LtID-VALUE USE-CLASS ACREAGE* RATE = USE-VALUE
2 12AFRIITAGE2 17.25AC 15000 0.30ACF 0.90 4050 17.25 69663 OPELI 6.25 635.00 3969
3 19ALAKE7PtID 1 OOAC 1300 0 30ACF __
390 00 1 00 _ ___
_
390 ___
__
POND ___
1 00 __
_
635 00 _____
635
4 22ACLEARED2 48.78AC 9750 0.30ACF 2925 48.78 142681 OPELI 48.78 635.00 30975
5 32AWOODED 2 76.09AC 4875 0.30ACF 1463 76.09 111320 WOOD 76.09 320.00 24349
WOOD 11.00 320.00 3520
TOTALS
---------------
----------
-------
- 324254 63448
-
-
LAI]D VALUE:
--------------- 324254
-----
-- -------------- ------ -------- -------- - ---------- --------- -------- --------
-

LAIID USE VALUE: -
--
63446 ------- --------------- ------ -------- --------- ----------- --------- -------- -----------
DEFERRED VALUE: 260806

Granville County NC Property Record Card. Map No: 1826.00-84 -7890 Record No: 3728 (con't)
OWtIERSHIP 10072005 24870 301 PROPERTY DESCRIPTZOt I TAX SUBDIVISIOtIS D1AP tIU61BER CARD NO
YARBOROUGH CHARLES H JR
----------------
--
- ACRES SR 1705 BRASSFIELD TOP7tISHIP
- 182600847890 1
--------------- --
-
-
-------------- ------------------- ----------- ------------------- ---
RECORD tIUNBER:. 3728
P 0 BOX 565 ROUTE 182600 012
LOUZSBURG tIC 27549 1705 SR LISTER:WD 110292- 5
DEED: 245 482 00001984 OLD FRA21KLItITOtI RD REVIE4I:RD1 81000
------------------------------------ --- --------
TOPO ------
STREET -- --------
UTILITY --------------------
ZOtIING 143.12 A ----------------------
CRES NBHD
ROLLIt7G

----
--- PAVED

------

-- ELECTRIC

-------- AR 40 _
---------
------- AFCT:1-GOO 0072
--------------- ----
- tI0TE5:
#1LALID-CLASS-I- -SIZE--1BASERATE*FRtIT*DPTH*ADJ=ADJRATE*Ut7ITS=LtID-VALUE
-
2 -- --------
12AFRtITAGE2 - --------
17.25AC ----
15000 ---- ----
0.30ACF ---
0.90 ------
4050 -----
17.25 ---------
69663
3 19ALAKE/PtID 1.OOAC 1300 0.30ACF 390.00 1.00 390
4 22ACLEARED2 48.76AC 9750 0.30ACF 2925 48.78 142681
5 32AY7O0DED 2 76.09AC 4875 0.30ACF 1463 76.09 111320
LAUD VALUE: 324254
#lOTI]ER
FEAT SIZE
1BASERATE*COtID =A DJRATE*UtIITS=OFB-V
A
LUE
-
_
1-48CTOB.BARtI - -
_-
1* 3T___ ____T__-- --------T_ _
_
______T_____T_______-°
OTHER VALUE:
FNDATION~XTRFt12SH~ROOFTYPE~ROOF6ITRL~SIZE/OTY
0
47ALLFtISH I FLOORS I BEAT&AIR I HEATFUEL
R
0
#TSTRUCTURETSKTCii SF*STHT= AREA RATE*GRDF+HEAT+EXY7L*Y7LHT=ADJRAT* AREA= RPCL7* DEPF*CL1DF-STR-VALUE
VALUATIOt]
--------- --------- ------
LAUD
--------- --------- ------
OTHERFEAT
STRUCTURE
TOTAL
GEOGRAPHIC-ADJUSTP-]EtIT-NBHD
STRUCTURE VALUE:
VALUEIPREV-VAL.IP-t7%
1 3242541 1481611218%1.
72 CAVB: 0 * 0.99=
0
TOTAL VALUE 324254
------- -------------------------
2265LV/AC
0 TOTAL APPRAISED-VALUE:

. ~ .State ~o~ ;N o.rth Caro l i n a
~De~partrne.nt of En~iron:ment
a~n tl ~(~~tu ral :Resources
.Ra`leigh Regional Qffice
Michael'F. Easley, Governor
William G. (Bill) Ross, Secretary
RECEIVED SEP 2 .~ ~~~~
DMSION OF LAND RESOURCES
LETTER OF APPROVAL
September 19, 2005
Billy Wynn
1696 Hayes Road
Creedmoor, NC 27522
RE:
Project Name: Southfork Subdivision
County: Granville
Submitted by: Summit Consulting
Date Received: 8/31/05; 9/15/05
Date Processing Initiated: 8/31/05
Watershed: Tar-Pamlico #1/03-03-01
New Submittal (X) Revised ( )
Dear Mr. Wynn:
- This office has reviewed the subject Erosion and Sedimentation Control Plan. We find the plan to
be acceptable and hereby issue this letter of approval. If any modifications, performance reservations, or
recommendations are applicable, a list is enclosed and is incorporated as a part of this letter of approval.
The enclosed Certificate of Approval should be posted at the job site. In addition, it should be noted that
this plan approval shall expire three (3) years following the date of approval, if no land-disturbing activity
has been undertaken, in accordance with Title 15A, North Carolina Administrative Code (NCAC)
4B.0029.
If any modifications are not incorporated into the plan and implemented in the field, the site will
be in violation of the Sedimentation Pollution Control Act of 1973 (North Carolina General Statute
.(NCGS), 113A-61.1). _
15A NCAC 4B.0018(a) requires that a copy of the approved plan be on file at the job site. Also,
this letter gives the notice required by NCGS 113A-61.1(x) concerning our right to perform periodic
inspections to ensure compliance with the approved plan.
North Carolina's sedimentation pollution control program is performance oriented,
requiring protection of the natural resources and adjoining properties. If at any time during this project it is
determined that the Erosion and Sedimentation Control Plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (NCGS 113A-51 through 66), this office may require
revisions in the plan and its implementation to ensure compliance with the Act.
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone]D FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

-~SOUTHFORK
05-0 ~15
Sediment Basin #1 Sediment Basin #4
Drainage Area= 0.60 Drainage Area= 0.60
Tc= 5 ~ Tc= 5
110= 7.5 ~ 110= 7.5
C= 0.75 - ~ ~ C= 0.75
Q10= 3.375 Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00

Sediment Basin#2"..~_.~..~.. _ ~-_ ~_ _._.____.. .
.Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1,496.00
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Sediment Basin #3 -
Drainage Area= 0.60
Tc= 5
110= 7.5
C= 0.75
Q10= 3.375
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 4,488.00
Min Req Surface Area= 1,470.15
Basin Dimensions= 22'x68.'
Surface Area Provided= 1496
Min Req Sediment Storage Volume= 1,080.00
(1800 cflac) x (Drainage Area)
Sediment Storage Volume Provided=
,' - 4,488.00
,~ ~_......v_. _w . ~ ..~.._..._ . ~......~._~,.......~.._ ,~.._.._..
Sediment Basin #5 .~,__. _ ..
Drainage Area= 0.70
Tc= 5
110= 7.5
C= 0.75
Q10= 3.9375
Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 5,184.00
Sediment Basin #6
Drainage Area= 0.30
Tc= 5
110= 7.5
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00 ,
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Sediment Basin #7 Sediment Basin #10
Drainage Area= 0.70 Drainage Area= 0.70
Tc= 5 Tc= 5
110= 7.5 ~ .110= 7.5
C= 0.75 C= 0.75
Q10= 3.9375 Q10= 3.9375
Min Req Surface Area= 1,715.18 Min Req Surface Area= 1,715.18
Basin Dimensions= 24'x72' Basin Dimensions= 24'x72'
Surface Area Provided= 1,728.00 Surface Area Provided= 1,728.00
Min Req Sediment Storage Volume= 784.00 Min Req Sediment Storage Volume= 1,260.00
(1800 cf/ac) x (Drainage Area) (1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided=
,~.,,_,_..,,~m._.~.. ._...___ __ _ .... 5,184.00_ Sediment Storage Volume Provided= 5,184.00
Sediment Bas_.~ _,o,o~-_ ~~~_~__. ~~e _.. ....___, _.~„.~,M
Drainage'Area= 0.30
Tc= 5
110= 7.5 _
C= 0.75
Q10= 1.6875
Min Req Surface Area= 735.08 '
Basin Dimensions= 16'x48'
Surface Area Provided= 768.00 '
Min Req Sediment Storage Volume= 540.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 2,304.00
> ., ... ... _ ._,...,. ~...,.... ~ , ...d ~ __... .., .., a.
Sediment Basin #9
Drainage Area= 0.20
Tc= 5
110= 7.5
C= 0.75
` Q10= 1.125
Min Req Surface Area= ~ 490.05
Basin Dimensions= 13'x39'
Surface Area Provided= 507.00
Min Req Sediment Storage Volume= 360.00
(1800 cf/ac) x (Drainage Area)
Sediment Storage Volume Provided= 1,521.00
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SOUTHFORK -Pipe Sizing Worksheet
i -
Q= The estimated design discharge (cfs)
C = The,composite"runoff coefficient for the watershed _
I(25) =Rainfall intensity (in/hr) for the designated return period and time of concentration
A =Watershed area (ac.) _
C => Estimate C based on watershed content and soil type from
Table 2: Rational Forumla C Values. (C=.35 is a common estimate)
I(25) _> Find tc = [L^3/Fi] ^.385 tc =Time of concentration
--- - L =Hydraulic length of the watershed (ft.)
128 H =The elevation change of the watershed (ft.)
Use tc to find rainfall intensity (in/hr) from graph.
"Never use tc< 5 min
A => Calculate total area of watershed
Pipe 1
C= 0.65
I(25)= 8.5
A= 0.22
Q(25)= 1.22 cfs
I(10)= 7.6 Q(10)=
I(50)= 9.2 Q(50)=
L= 300
H= 4
tc= 5.000 min
1. D868
1.3156
Use Q(25) and chart to find diameter of culvert with HW1D <= 1.0
(Use column 1 on the chart)
Pipe Size (in)= 18
HW/D= 0.30
Inv.ln= 257.00
Inv. Out= 256.60 -
Length (ft)= 56
Slope= 0.50%

Apron Size (LxWXD)= 4.5'x6' x12"
Stone Size (in.)= 4
Thickness (in)= 12
Type RiP Rap CL. A
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Pipe 2 ~ .
.i
C= 0.65 L= 880
A= 0.35 tc= 5.982. min
Q(25)= 1.93 cfs
I(10)= 7.4 Q(10)= 1.6835
I(50)= 9 Q(50)= ~ 2.0475
Pipe Size (in)= 18
HW/D= 0.48
Inv.ln= 235.50
Inv. Out= 235.00
Length (ft)= 56
Slope= 0.50%
V(10)= 6.1
Apron Size (LxWXD)= 4.5 'x6'x12"
Stone Size (in.)= 5
Thickness (in)= 12
Type Rip Rap CL. A
Pipe 3
C= 0.35 L= 1800

A= 11.3 tc= 10.658 min
Q(25)= 28.48 cfs
I(10)= 6.4 Q(10)= 25.312
I(50)= 7.9 Q(50)= 31.2445
Use Q(25) and chart to find diameter of culvert with HW/D <='1.0
(Use column 1 on the cha rt)
Pipe Size (in)= 36
HW/D= 0.85
Inv. In= 210.50
Inv. Out= 210.20
Length (ft)= 56
Slope= 0.50%
V(10)= 6.3.
A pron Size (LxWXD)= .9'x18'x18'`
Stone Size (in.)= 6"
Thickness (in)= 18"
Type Rip Rap CL. B
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Pipe 4
I
C=
0.35.
L= 1250
I(25)= 8.3 H= 56
A= 7.05 tc= 6.261 min
Q(25)= 20,48 cfs
I(10)= 7.3 Q(10)= 18.01275
I(50)= 9 Q(50)= 22.2075
Pipe Size (in)= 30
HW/D= 0.95
Inv.ln= 201.00
Inv. Out= 200.70
. Length (ft)= 48
Slope= 0.50%

Apron Size (LxWXD)= 7. 5'x18'x18"
Stone Size (in.)= 5
,Thickness (in)= 18
Type Rip Rap CL. B
Pipe 5
C= 0.35 L= 1850
I(25)= 7.3 H= 46
A= 7.57 tc= 10.622 min
Q(25)= 19.34 cfs
I(10)= 6.4 Q(10)= 16.9568
I(50)= ~ 7.9 - Q(50)= 20.93105
Use Q(25) and. chart to find diameter of culvert with HW/D <= 1.0
(Use column 1 on the c hart)
Pipe Size (in)= 30
HW/D= 0.90
Inv.ln= 206.50
Inv. Out= 206.20
Length.(ft)= 52
Slope= 0.50%
V(10)= 5.7
Apron Size (LxWXD)= 7. 5'x15'x18"
Stone Size. (in.)= 5
y Thickness (in)=. ~ 18
Type Rip Rap CL. B
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HEApWATER SCALES 2163
1$vtSED MAT 1464 V+/!TH INLET CaNTRCL
i

Nrvrh Anrran (ir~n~~ECMDS Vnsrnr dTl ~ _ _ ._1:19?6/2005_'10:01 AM~COMVUTED_HY~_KEVIN PER4Y '
_- OJECT NnME SOU1 HKOe K_FUPDIVI<IUN ~ CNnNV EL In _ _ µ~H OJECT NO ~ OSG15
pM STAiIpN/HEgC}I• ~ 1T0 $TA 14/ ~F.I:Fi - O~R4~F,Q~:,(~,w@ 'jD,~(iN FPEC'JEtILY'
HYD RAULC RESULTS
Duwrge
(dsl PeeKFb+
Period pool Vencuy lipsl luea ls4l:~ MWayrc
RadudR) Namal
Dedhlitl
127 20 336 378 0.:3 1.12
S75 (r.-DDp)
5 - 0.0200
1 ~ Botlom ~ 1
i. W~Nh-Q00 it
~NER RESULTS
Not to Scale
Murnq Type Vegetarwn fJwacteruon
Rexh tat>,itiy Anaytis Permabie Celvleted Selery Facto Remnkt
Stapes Fahem F'hase Closes type Demrry Shen Suers Shear Shea -
(wl Ipyl
Suarcn 575 Urnepetxed LES 1.10 1.11 STA6LE
Slaoa D

FIYDRAULIC RESULTS
Dnrhaige Peek Fbw Vebnry hpq Wee )syft) Hydau4c Namal S75 (n-0.055)
Id.l Pmiod Msl Raduslnl - Depth 0!I
1.3 20 1.66 0.78 0.21 8.51
S ~ 0.C250
1
1 ~ Bdlan
Wkflh • 0.00 /t
Nd to Scale
t INER RFS~~

Reach Menmg lype
,IabiMy Analyse Ve9elaUan C}Inadanhcs
PcmissNe
CakWded
Selety Facla
Renuiks
Stale Panem Phase Dlms type Uen~ty Shea Stress
(PSl) Shear Suns
IDsII
Straight S75 Umecetated L`5 0.80 1.SS STAELE
Slade D

HYL3RAULIC RESULI~
Dischage
Idsl Peakfbw
Parod lM:I Vela7ly llps Nea lsq.lll HyrSeuhc
Redus(IQ Namd
Dedh(I1J
3.0 20 223 1.31 032 0.67
LINER RESULTS
5751
S - 00215
1
I ~ 6ouom
W idUi - 0.00 ft
Na to Scde

Reedr Mahnq iyDe
~lebilily Anelyss Vege(aion UaeclembCs
Pnaussble
Cdculded
Selety Facta
Remakt
Slapk PNtdn Phase Qass Ty9e Desuxy. Shea Stress
IosO Shea Slress
Itxll
Straight 575 Umegetated 1.55 1.75 1.35 STABLE
9ade D
~',* ~~A[.44ess .~)httpJJwww.dpreview.ccm '.- -T+Gn ~~~wiM.l.:.~'iM:.I _j ...1 ~;~~Ai.

NYDRAULIG RESULTS
DisUwge Peekfk»v Vebury UOS) Fvee lsyltJ Rydrauhc Namal
(Gs] Period ]hs) Rndiu:(It) Depth (11]
25.1 20 5.92 4.21 0.56 1.79
1 INFR RESULTS
P7J01~
5 - 00250
7
Hotlom ~fI
Not l0 Srde

Beech M atlnq type
~tabatYAney:a Vegetalwn []weclcabcs pnm~ssDb Cekulaled Sdery Facta Remnks
Staple Pagan fhase DWss iype Denney Shea SUess
(pal) Shear Slrns
ADS!]
Straphl P300 Vegelallon 2 D Ma 50~75X 7.00 1.H5 177 6TA6LE
SledeE 9d ^eY Loam 2000 ~ 0.77d 259 STAHIE
.~_.;g_ °llfirh~ess~~]http:/lwww dpreview com

HYnF1Al1LIC RESULTS
Dnchaigs
Idsl Peakfbw
Pa~odlfvs( Vebuly (iDS Psee ls4ltJ Myda4c
Raduslit( ~Namd
Depthpcl
131 20 5.39 213 012 0.90
t INFR RESULTS
P300 f~
S - 00300
Boltcm
i~ w~du,-o.oon. ~T
Nol to Scala

Reach M allnq type
1a6i41y Anaysc VegclalsxtfMactentss
Pnmissbk
CakJated
6atey Fodor
Remarks
Stale Patlem Phase Class type Derudy Shea Sties:
Ip~O 5Fxm 66ess
Ip~Q
66aigN P330 Vwetatmn 2 D Mu 5075: 7.D0 1.69 4.75 6TA6lE
6lads E 6d Clay Laam 2000 0.647 236 61PBLE

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mhAm!nc+vr Grs.~~ECM09 Vrs.~n/3 ._ F/'F/2DILS J1:30 AM „UMRUTED BY~,KEVIN PERRY __ _
H(11ECT NAME 50.11 NF_pRK SUBDM9CIN ~(]14NNEl_5_ __ OJECT NU.: 05~f115 __, _ _ __ ___ _ _-_
~,0~9TATION/FjFAf}t~ SIAtIUlI/~A411~ ~. _~iAl_YAG_~AHE~,O,~L 'RE51DLf7GQU~NCY'
HYDRAULIC RESULTS '
Dlschage
Ids) Peek Ibw
Period lh:) Vekxlry Upf Psea hylll Hydleuap
Raduglq Npmal
Deplh Qtl
1.2 20 1.74 469 0.23 418
S75I
S - 0.0300
t ~ 6p1 .J t
1111 X000 Widh-O.OO It 20
Not la Scale
Maumq lype Vegelpbn Dheecter¢UCs
Reerh ~lebidy Aneysis PermissLia Cak;Jded Selety Fadp flemaks
Slagle Paltem Pharr Gau type Denssy Shee Siress Shear 9Uess
~p:ll Ip~ll
Shaght 575 Unregetated 7.55 490 7.73 STAELE
Stele D
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NMhA - an G~rrn•ECMOS Vr~:kn/.3 _ _ _ 'f1/i6'2W±'11:33 AM DMF1JiED 8Y~ KEVIN HEHHY
__UJECT NAME' SUIII HFDHK SUHONISIUN •CHANNEE7 /?RDJECi NO._ O'rP15____ __ ____ _,___._ _. T
TLM_51At19~F.~a1 LOSLI~EiU1~/HEACTi' ~IAINAGE~FlEA~.OAC ~:SyNFHEUUE.N:Y' I
HYDfiAULIC RESULTS
1515 fr.0.0~39j jI
_ I I
S - 00375
I~ 'win=anon' ~'
Not to Scale ,
LINEFI RESULTS
DisWrge
Ids) Peak Fbw
PeriodlMsj Velttaly llDS tuea l~Q.Itj Nyda~w
Ra&ss119 Namd
Deplh011
40.5 20 2?2 1.52 0.50 1.23

Reach Ma0rq 1}ye
lability Anay:n Vegetatnxr Chxacteuucs
Pnmiss~le
CdaAM ed
SeleryFMa
Remarks
Staple Pannn Phese Class Type Demny Shea Shea
IveO Shear Stress
lpsn
SlraigM S75 Unregelaled 1.55 0.57 270 STAOLE
Slade D

Nrorv,uuc FtFSl1~TS
Discharge
Id:l Peek Fbw
Periodpssl Vebuty pps~ Area lsyla NydeuXC
Radrallll Namal
Dedh(I!I
6.1 20 284 215 010 Q85
t INEN RESULTS
575 fn-Q047)
5 - 0.02]5
/
i~ •~Yidh-Q00 tt
Nd to Scde

Reech Mallnq type
~Iabrlily Aneiyin Vegela/nn Gwactnets:s
PcrriasNe
CalcJated
Salety Fada
Remnks
Staple Peuem Ftwse Class lype Demiry Shea Shen
Ipso Sheer Sbe~~
(pstl
SUaid~l S75 Unvegeta~ed 1.5 1.45 1.07 STABLE
$lede D
1
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North American [i~een•EC1•IOS Verar.+/3 :H/2~OU5 11__/9 AM DMf'UTED f]Y' KFVIN FFHHY_
_NEC?NAME~_SDUIMFOHK.SU9DNISIDN_CNGNNEL IO _ HDJECF N0 05015__ _ ,_ _ ___ _ ~ I
H M STAjI N/R . CH' ~_LATIDN/R EQLH: HAINAGE~.RE9_¢ 47„~C ' DESIGN F~EUUENCY:
HYDRAULIC RESULTS
Uuchage
Idsl Peck fiver
Period(hsI Velowty ltD+I aea l+u.Itl Nydaulc
RnSu+llq Normal
DeDIhIltl
u z.o T.75 aeo az/ a5z
5751x+-D.0551
s - aoz75
ILA Bottom ~JI
1 !.0 'Widua.000ft ~ 201
I INER RESULTG
Not to Scele

Reach Matorq Type
~labfty Anelyvs VeOetnron Qwaneraaa
Pamaabk
CeiaAeled
Salety FaGa
Remnka
Slagle Pattern Phase CJas+ lyye Demly Shen SUeas
ID+O Shen Stre+s
Ipal)
5eeivht 575 Unreoetaled 1.55 a88 1.75 STA9LE
Slede D

HYDRAULIC RESULTS
Disctsaye
(dsl Peak Flow
Pnicd(Fa=( YNaAy (IDs Area (=alt) Nydeuuc
RadmOll Namd
Dedhpq
h20 20 2!5 1.89 0.60 1.28
LINER RESULTS
f(5751~0.03'7)
I I
S - 0.0075
IL~ Pdtaa
' 4.0 'Width-O.OO fI• ~1
Nd to Scale

Reach Mattrg 7Fge
.,IeGGh/Analyso Veyetalan [lsaractemtKs
Pnmssble
Cakuleted
Salety Factor
Remaks
Staple PaUem Phase Class lype Densay -Shen SOess
(v=0 Shea Suess
~_~
Shaidd 975 Umeyetated 1:5 0.60 259 STABLE
Stada D

athA mEii..n•E(NDS Vn:ron t.3 F/2F/2UJ5'12:00 PM OMHL71ED 5Y~KEViN EEHHY
_HUJECi NAME-SOUiHFOHK SUEDIVI51()N -CHANNEL_12 ___ RUJECT N0. _05015-__ _ __
U~1 ,$,j /F EACF~: SIA110~}j/ EACH HA!.t~AG~RE/~'._062AC DESIGN FFj~gU~,N(Y~.
Discharge
Idsl Peak fbw
Period(Msl VeloeKy Uw Aree (syl:l Hy6euLC
RaduslR( Normal
DephlN
3.5 20 223 1.57 0.37 0.79
575 (n-O.R~OI
S • O.Di00
' Bouom
1~ Width-0.00It ~1
l INER RESULTS
Not to Scele

R each Mettrg lyoe
labity AneFjsu Vegelnim Chnactemtra
Pcmxsibk
Cabrlaled
Selety Facla
Rerrwks
Stale Pattern Phase Clasa type Uensny, Shen Slres:
IosO Sheer Sbeu
(all
SEaigM S75 Unve7eealed 1.55 0.99 1.57 STA6LE
Slade D

athAmrrran Grrm•E(:MDS Vnnm 4.3 „___,-.H/2fi/20U5'11:Sy?M LDMF'UiEU 9Y; KEVIN 6EHHY __ ?
HU.IELT NOME _SDJINEUHK SUPDM~IUN_CNANNEL_13 HUJECi NO _OS-015 __ _ ___ _ 1
0 AT 110N/RE.AC7-I~ 51AilON/REACH' -- ~1AI"IAG,~AHEJ~0.42y4C '. SIGN F_jF EOUELiCY: '
HYDRAULIC RESULTS
Disrharge
(ds) Paek Fbw
Pciod (hrs) VUocRy II0s1 Ama h4tl) Hydeulic
Radus(It) Namal
Desfh ht)
(3.5 20 210 1.16 0.35 0.76
S 751n-O.Od31
5 - Q0250
I ~ 8atom ~ I
w~ch- a~ n
LINER RESULTS
Nato Srde

Reech M attnq iyGe
~lahTty Aneysu Vegetatron Chaaclensecs
Pnmusbk
Cakxlated
Selery Feaa
Remnks
Staub PaUem Phme Gass Typa Derony Shee 54as
IJMO Shear Saese
Ir>=B
SUak7M 575 Unregetated 1.55 1.19 1.30 STABLE
Steae D

«th Am•~kM Gierm ECMDS Versmnd3 ,3/26/2005 71.35 PM (COMPUT ED BY• KEVIN BEP RY
_ (LECT_NAME_$OUIHFORK $UODNIEION •CHANNEL It RUJECT N0. ~5~015_ _ _ _ j
Hp SiATI _N/ ~ S ATION/1EQCH~ AI AG ~,QH E0. 03~AC :DESIGN FHEQUE_,fj~`Y:
HYDRAULIC RESULTS
DisUage
(dsl Peek Vbw
Period~Frs( Vekmty (tpsl A+ea (zp.ll( HydaWc
Redus(It( N«md
DepthplJ
h.B ~ 20 237 0.76 Q27 462
I( 575675 (rr-0.052)
I I
S • QO4DD
1 ~ Bottom J T
wbm.o.oort 111 UUU
LiN R R 5 i TS
Nd to Selle

Reeeir Mattn9 type
ladlty Anelysu Vegetalpn Lhaactemtln
PnmissLle
CelcJaled
Salety Fact«
Remaks
Staple Patton Phaxe Gass iype Derrdy Shea Stre:s
(p=v Shear Slrea
(p=n
ShagH 575 Urnegetated 1.55 1.51 1.01 ~ STAOLE
Stele D

nth Amnrc+rn [;ienn~ECMp6Verxvn 4.3 -B/26/2005 ~01:?0 PM DMF'UTED BY' KE VIN BEHHY
H 0.1EC? NAME' SDUIHFDH K.SUBp NISI~N •ENANNEL lm_ _ __ NHDJE CT Np.'_05015
~,Q.M~SJ.I j~Q. I/ EACN~. OS]AT~UL!/$EP~: _._FiAINAC.E QREg_029 AC . DESIUy~ry~gUENCY;__ f
HYDRAULIC RESULTS
Discharge
(dxi Peak Fbw
Perkd Mxl Vebcny lfpsi Area lsal:I NydauLC
Redra(Itl Normal
Dedh(lq
h.6 20 1.90 Q33 0.10 0.40
P300 In•0 0271
S-QOOW
I ~ Bono ~ 1
Wid;h.0.00ft 1~
LLNER RESULTS
Nd to 6wle

Reech Mattrtq type
IaM11ly Anelyxis Vegelalpn Charadunt~cs
Permixable
Cak:ulated
Salety Facia
Remarks
Slagle Pallpn Phase Ckn type Uerany Shear SBess
Ip+O Shear Slreu
faxq
6ea~1 P300 Vegetaicn 2 D Ma 5U75X 7.00 202 3.47 STABLE
6ladeE Sd Cav Loam 20~ 179 1.56 STABLE

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Disclaimer. This map is prepared for the inventory of real property found within this
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data. Users of this map are hereby notified that the aforementioned public primary Grid based on the North
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on this ma The Coun and the ma in com anies assume no le al System, 1983 North American
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responsibilities for the information contained on this map.

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