20170342 Ver 1_401 Application_20170317

Environmental Consultants,
8412 Falls cf Na3e Road, Suite 1104, HalaigH, NC 27619 - PlAcne: (919;
sacidea.com
To: US Army Corps cf Engineers
Raleigh Reculatory REIC Office
Attn: James Laslinceir
2231 Heritage Traces Drives, Suite ICE
Wakes RcrEst, NC 2115817
From: Deborah B. Shirley
Scil 8 Ernirorimelnlal Consultants, RA
Rei: Wood bury)
AID# SAVY-2015-01E 311
Apex, WaiNell County, 111C
March 22, 20111
S&EC Prcjecil # 12E22.M
NC DWR, 401 & Buffer Permillinc Unit
Alin: Karen Hicgins
Archcale Builcinc —9'h Floor
12 North Salisbury Stre e t
Raleigh, NC 216014
Cn beheli ci thel applicant, RUlte HOME! Company, UUC (Attn: Chris Raughleiy) pleases finc attached a
ccimpleiie applicaticin anc supplemental iniormaticn reiqueslinc writiein concurrencefrom the L.S. Army
Carps of Bngineers aric ilhei N. C. Division of Wateir Reisources (NCDWR' that the activitiEIS propcsec
below may proceieid Lnceir Nelionwide Permits 18 8 29 anc Water Cuaility Ceirlifications 4092. PlEase
ccintact me at (919; 8146-5900 if ycu have any quesiic ns or reiquire additional iniormaticn.
RRCJBCT SUMMARl9
Rro'ect Name
Woodbury
Rro'ect Type
Re sidenlial DeVe to ment
CWnen / Applicani
RUItE He me Company, LLC
County
Wak e
Neareist Town
Apex
Wate rbody K arrie
Little E ear er Cneek
Basin
Cape Feai
Inc ex NL mber
16-.4-1-11-(l)
Class
WS -IV, NEW
IMPACT! SL MMARY
Elrearri Impact (acnes):
0.139
Wetland Impact (acres::
0.302
Cpen Waier Irripaoi (acres):
0
Total Irr pact to Walers of It e U.S. (acres)
0.441
Total Strearri Irripaai (linear feet):
711
A ttact rrie nts:
Rre-corisllnuction Notification (PCN) AFlplication Form
Agent Authorization Forms
N klE Soil SL rvey Map
L SGS ToFlographic Map
A�oidanae 81 Minimization -Section 0.1a
Town of Cary-TCRE 15-012

Restoration Syslerris SCA letter
NCOMS Mitigelicri Acceptance letter
NC Natural Heritage Aree letter
NC Dept. of Ne 1L ral and Cultural Resc urcies leiter
NCSAM EvalLetlen Rackei fcr4 Elirearn Rcad Oressings
Town of ApeA Thcrecghfare and Ccllecter Street Rlan
Existing Coriditicris & C�erall Grading Rlan
Stream Crossing Details -5.8 & 5.�
Wetland & Stream Impact RaaHet
NCDWR ONLY:
Towri of Apex Master. SL bdivision Plan Appreve I-\Ncodbury
Slormwate n Manage rrie rit Re pori
$070 DWR Applicatic n fee

Office use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
A.
1.
1a.
Pre -Construction Notification (PCN) Form
Applicant information
Processing
Type(s) of approval sought from the ® Section 404 Permit [] Section 10 Permit
Corps:
1b.
Specify Nationwide Permit (NWP) number: 18 & .29 or General Permit (GP) number: NIA
1c.
Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):—
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
0 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
[]Yes No
For the record only for Corps Permit:
❑Yes No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ®No
1 h-
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes [K No
2.
Project Information
2a.
Name of project:
Woodbury
2b. County:
Wake
2c.
Nearest municipality C town:
Apex (New hill)
2d.
Subdivision name:
Woodbury
2e.
NCDOT only, T.I.P. or state
project no:
NIA
3.
Owner Information
3a.
Name(s) on Recorded Deed.
David Bristol Freddie Tingen
3b.
Deed Book and Page No.
3500, 300, 12840, 9936; 15680, 2756; 75680, 2754, 3464, 766
3c.
Responsible Party (far LLC if
applicable):
New Hill Properties, LLC Freddie Tingen
3d.
Street address:
2521 New Mill Olive Chapel Rd. 1800 Circeo Ct.
3e. City, state, zip:
New Hill, NC 27562 Apex, NC 27502
3f.
Telephone no..-
999-793-5432 919-303-3987
3g.
Fax no.:
NIA NIA
3h.
Email address:
dabristol(cDbellsarltb.net NIA
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is::
❑ Agent ® Other, specify: Developer-please send correspondence to Agent
and Applicant
4b.
Name:
Chas Raughley
4c.
Business name
(if applicable):
Pulte Home Company, LLC
4d.
Street address:
1225 Crescent Green ,Drive, Ste. 250
4e.
City, state, zip:
Cary, NC 27518
4f.
Telephone no.:
919-816-1161
4g.
Fax no.:
NIA
4h.
Email address:
r�,, uoh111teGr�3t[,ct7m
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if_applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Ste. 104
5d.
City, state, zip:
Raleigh, NC 27615
5e.
Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
Mkoy2s a_a_9c,aom
Page 2 of 13

B. Projec t Ir ilonmation and Pi is i Proje c t His tory
MOPE rty Identificaition
1a. Property idenlificeiiicn nc. (tax PIN en parcel ID):
Parcel ID: 07200568121, 07109E0217, 071085968f,
07109502021, 0710849841 & 0710852491
1b. Siiei cocndinatEis (in deicimal degnees): IMPACT #17
Latitude: .�-r.E87E Longitude: -75. 934
IIC C.DDDC C C; (I-MDDDDDD)
1c. Property sizer
f 149
�. Surface Waters
2a. Name of ree rEist body of water (stream, rivEir, etc.) tc
LI,Vt,le Beever Creek 16-41-11-(1)
proposed project:
2b. Water Cueliiy Clessificatic n cf neerest receivinc %AatEir:
WS-IV;NSW
2c. Riven basin:
Cape Feer (Jcraeri Lc'kle,; hlydrelcg;ic bInJil Ccoe
C3050062
3. PrcjectDeiscriftior
3e. Describe the e)iistinc conditions cn the site and the general land use in the vicinity of the prcject at the lime of this
epplicadicn: Existing ccndit,ioris cc riskrl of an assemiblage cf prcperi,ies Merl ere rricstly forested with somie cperi areas.
There are two large juuisoJetknal pontos, e perennial stiearri system eilongl the northern plrcperty Llouncery end miu#Je
,interrWItcnitstreamis eno wetland areas thlroughcut the Frcperty. Finally, 11here ere sonic existing resident it silructures eno
driveways. The general land use .in the uiclaiily of the prcject is rurail res,identliaL
cb. List the total eisiimated acreage of all existing wetlends cn thei property:
Aplproximeilely 1.98 acres ofweblenos aria epprozimately 2.66 acres ofcpen waters.
3c. List the total estimated linear feel of ell existiric streams (intermittent and penennial, cn the properly:
Apprcx,imeibly E,557,Vneaf feet
3d. Bxplein the purpose cif thea proposed prcject:
The purpose of the prcpcseo plrcjcct,is ilo ecnsjMcil a res,idem,ialoevciloplmentandccnstructMe ,infrasbueture necessary
tc access ilhe properly.
3e. Describe the overall pneject in deiteiil, including the type of equipment to be used:
The cvere# prcject consists of the construction cf roaaway infre structure, utilities, s,ing,le-famhly clots and stormwater
EIMP's. SpecifiiceNy, there are stream and wetland,impactfor read cressirigs, stream imp acts for se nite ry SE wer
crossings, weillarid impacts for roads, ICtfill arld stCrrnweter EIMFL Eguiprrenttypic ahlyused fcr construction and
earthwork such as bacAVIc es, tuddczets,, excavators, greders. savers Etc. vi 4 to Gitilizied for this prcject.
4. Jurisdicticnail Delerminations
4ai. Have jurisdictional wetland cr stream delerminetic ns by the
Corps cr Slate been requested cir obtained for this prc perty /
® Yes ❑ No ❑ Unkncwn
project (includirg all prion phases) in thea past?
Ccmmenis: AID1f SAW -2C,5 -C185,
4b. If the Ccrps made ihe jurisdictional deienrriineiicn, what type
of deterrr Me i ior we me de?
El Preliminary ®Fine I
Comments: A SDI request pe ckage was sr.iLlm,ittE0 tc the
Corpls cn February 13, 2017 by Stevens Balt
4c. If yes, %Al-ci delir:eaied tl-ejurisdioiicnal areas?
Agency/Corisultent Company: Sci,l & Elr,ivironmenlial
Na me (if known): Steven Bed
Consultants, PA Other:
4d. If yeas, lisl tl-e defiles of the Ccrps jurisdictional deterrvinaiicns or Stele determinations and attach documentation.
USA CEI- James bastinger with the Ccrps verified jur,isoicticnal e reqs on ALgust 4, 201! (A IDI# SAW -201
Town of Apex- Ricky Temy file with the Tcwn cfApe)a conducted en Apex BufferdeterrniriatJon cn Auglusll 12, 2G 14 arid
March) 6, 20; 7, see eilllecheo letter (ApleA4115-612,.
PagE 3 of 13
PCN Fc rrn — Versic n 1.3 CIE cembe r 1C, 2 OC E VE rsion

B. Projecl Information anc Prior Pneject Hlisitory
El.
Rroje cit Hisil a ry
5a.
FEVE perrriits crcedificatioins teen requeslec crobllainec for
❑ Yes ® Nc ❑ Unknown
this project 11including all prior F hases) in the PE St?
5b.
If yes, explain in cetail accciuding tc "help file" instructions.
Ni/
6.
Rutuie Prcjeci Plans
Ea.
Is this ai phasec project?
® Ye.i ❑ No
Eb.
If yes, e)plain.
The pro,ecil w l be pfased thlrougp coristrccticri. Phase 1 wiill incdudc 5 lots de the wesil Leilwseri blew hild OVve Chanel
Flora and ;"t she aric hlcnid. Phase 21 wiiV iriclude 'i 2E kts in ffe m,iddie el Me site bleMee ni the streemis eria blcnas.
Phase 5 will include 249 ilotS to the eest between the 21"d stmarri and ChIE easement.
Pac e 4 of 1

C. Prol isied Iml ictsi Ilraeirtory
. Impacts Summary
1a. Which sEcticnsiwere ccmpletEid belcw fcr ycun prcject (check all that apKly):
® \/Vetlandsi ® Stnea ms - tnibuta rieis ❑ Buffers
❑ Cpen Waters ❑ Pond Ccnsiruciicn
2. Wella rid Impacllsi
If there area welleric impacts prcpesed eri the site, thein ccrriplelle this quEsJcn 1cr each wetland area impacted.
2e.
2 b.
2 c.
2c.
2Ei.
21.
Wetland impact
Type cf.jurisdiciicn
numbEir— Rsrrrarent
Type Ci irripad
TNpe of
FcrestEC
ilCcrps -4CI4, 10
Arele cf impact
(R; crTempciary (T)
wetland
❑WG —ncn-404, other;
(acres;
if known
W6 (#2) P ❑ T
BMFI Gra dir 9l
ec ililorrda rid
H ardwoca
®Yes
Corps
C.C5E
NWP ;8
Fcrest
El No
❑DWG
Bc 11tc rids nd
® Yes
E Carps
WE (A 13) R ❑ T
n
Rcad Gradig
Harcwcicd
El Nc
❑DWG
C.02E
Fc res 11
Bc ttc mda r d
® 'Yes
Corps
WE il#4) ® R [ T
LlctGradir51
Hardwced
F1 Nc
[ aWG
0.021
Forest
Boittc mla r d
Yes
Ccrps
W2 1117) ® R ❑ T
Lot Gradirg
Hardwood
❑ Nc
❑DWQ
O.0 13
Forest
Bottc rr iJa r, C
® Ccrps
W'13 (#20) ® P ❑ T
Foac Gradir9l
Hardwcod
❑ Na
F] No
❑DWG
C.CiW
Foicst
Bc hlorrda r d
®
® Ccnps
W,l6 (#25) ® HET
ROEC Gra dir9l
Hard%ocd
E]NNo o
❑DWG
G.11E
Fcrest
21g. Total wetland impacts
0.30
2h. Comments:
3. Stream Irrpacts
If there are KlEirenniel crinlleinrriittent strEarri impects (incicding tEimperary impacts) prcposEc on the site, then acrripleiei tHri
quEisiic n is r all strew m sites impectec .
3e.
cb.
3c.
3d.
dE.
3f.
3g.
ElirEam impact
Type of impact
Stream name
PEirEnriial
TYPE efjurisdictien
Average
Impact
numder-PErmanenll
(PEIR: or
(Ccrps-404, 10
stream
lEirgth
QP) c r Terriporary (T)
intermittent
DWG — nc n-4 04,
width
Illir ea r
(JINT)?
cther)
(Ifeei)
feet)
A (#1J ❑ P ®T
SewEr Crossing-
LihVE Beaver
SCI PER
® Ccrps
c
4�
CpEr, Guil
Creek
❑ INT
E]DWQ
M (#CI; ❑ P ®T
Sewer Cross[r91-
LOVE BeavEr
E]F PER
® Ccrps
6. 1
43
CpEr Cut
Creek
E INT
❑ DWQ
0 (A16) ❑ P ®T
SewEr Crossir9r
UT to Llifille
❑ PER
® Ccnps
6.61
41
CpEr, Gutll
BEaverCrEEk
❑C INT
❑ DWG
C(#8; ❑ P® T
RoadCressirg-
Ccnsllrucbcr
UTtc LIiiUe
❑ PER
® Ccnps
8
/ ctivities
BEaverCrEEkE
®INT
❑ ❑WG
R,[T-Flap GlissipatEr-
b tc L#111E
E] PER
®Ccops
C Q#9; ® R El
Fie rmar,eri1i FIErm
BEaverCrEEk
® INT
❑ DWG
6
27
Lc ss
Pace E cif 13
PCN Fcirm— VErsion 1." DEiCEimber 'IC, 2CCE Vers icin

C (01C) ® FI [ T
Road Crossing-
UT tc LlItle
❑ PER
® Ccrpa
6
7e
Culvert
Beaver Creekl
®IST
El
Fbed Crossing-
UT tc Ll,itt,le
❑ RER
® Ccmps
C q#11; ❑ R ® T
Ccnskucticn
Beaver Creek
® INT
❑ DWQ
E
:4
Activities
Roao Cressing-
UT to Little
❑ PER
® Ccrps
8 (#12) ❑ P ® T
Construction
Beaver Creekl
®INT
❑DWG
118
Activities
FUp-Flap Dissipater-
UT to Little
❑ PER
® Corps
B (#13) ® P ❑ T
Flerrrianent-Nc Aermi
EleauerCreek
❑ INTI
❑ DWC
1
36
Llcss
8 (1114) ® P ❑ T
Rcad Cross,ing-
UT tc Liiltle
❑ PER
® Ccrps
1
i16
Cu,lven
Bea ver Creek
® INT
El DWQ
Rcad Cross,ingr
UT tc Liiltle
❑ RER
® Carps
B (A-, 5, ❑ REIT
Ccnstrucilicn
Beaver Creekl
® INT
❑ DWQ
j1
49
AciUv,ilies
Rcad_Crossirigl-
UT tcll,ittle
El RER
❑
B (#1116, [:jR ® T
Ccnsilrucilicn
Beaver Creek
®INT
WC
❑ DWG
i
22
Activities
B (#1 7, ® FI ❑ T
FIca d Crossing-
UT to Llittle
❑ RBIR
® Ccrps
E
31
CuAverf
Beav6r Creekl
® INT
❑ DWG
Rj,i -Rap Dissiklaler-
UT ilo Little
B (#1 E ® R ❑ 11
FlermGnerit-lib Flerm
Beaver Creekl
®N�
El p"C
S
19
Lc ss
Fk a Crossing-
UT to Little
❑ PER
E Corps
B (#15; ❑ P ® -I
Construction
EleaverCreekl
® INT
❑ DWG
&
15
Activities
Fkaa Cress,ing-
61T to Little
s
C (f121, ❑ R ®l T
Constiuct,ion
Beaver Cm ek
NN'
Elp"Qi
4
24
Activities
C (#1122, ®FI E: T
Fkaa Cress,ing-
UT tc L41A
E] PER
® Ccrps
5
i1
Culvert
Beaver Creek
® INT
ElqWQ
Flip-ALp Dissipater-
UT tc Liiltle
❑ RER
® Corps
C (#l123, ® R ❑ T
Permancnt-Nc Perm
Beaver Creek
® INT
❑ DWQ
5
20
Llcss
Rcad Crossing-
UT tc Liiltle
❑ RER
® Cemps
C (#A24, ❑ R ® T
Coristructicri
Beaver Creekl
® INT
❑ DWG
5
16
Activities
3h. Tatail stream aind tritutai y impacts
791
3i. Cam menis: Ictal proTcsed perrrianent,kss ik iriterm,ittent, AGSAII/,I (Function Class FlatiingH.igh, stream =2e3 Snearfeet
71otal proposed permane nt, los s tc inilerrri,ittent AGSAMI (Furicticn Class Rating Mbd,iurry strearri =31 liriearfeet, • dotal proposed
klermie rient, no permarierit lcss tc ,intermi filent, NC SAM (Function Glass Re Ung H,ighl) silream = 77 /inearfeet; tcilal prcposed
permiarient, no permarienticss tc ,int6rmi,itilerit, NC SAM (Function Class Railing Mleeium, stream= 15 Ginearfeet; total
TIrcposed temporary,irr,ipaets tc Perennial stream= 471,inearfeeil.; tcila,l proposed ilemperaryimpacts tc interrniitilenil silream= 274
linear fe ail.
4. Cpen Water Impaicts
If there are piiopo_ied irripacts to laikes, ponds, esivairies, tributaries, sounds, the Atlariiic Oaean, cir airiy C Er open waiter cf
the U.S. then irc ividually list all open water im ads below.
4a.
4b.
4c.
4d.
4E.
C pen w2te r impeid
Name cf waterbcdy
number— Rermar ent
(if applicable)
- lype cf imp alCt
\Neterbcdy type
Area cf irr p act (Jacres)
R c r Te rri ora
C1 [ P❑T
4h 1lotail open waiter impaicis
4c. Comments:
Rake 6 of 1 "I

S. Pord eir Lake Cemsiruclion
lil one cr IaHel coristructicin proposed, then ccrri le le the chart belcw.
5a.
5d.
5c.
5d.
5E.
WElie nd Impacts (acrEs)
Stream Impacts I1feell:
Upland
Ferid IDI
PropcisEid use c flurpcse c
nacres'
numbeir
pone
Rlc
OCE
Filled
Exceveiec
RleocEd
RillEd
Exceiveied
FlocclEcl
c
P1
P2I
9f. Toiai
5cl. CcmrriEnts:
5h. Is a cam high hazard perrriit rEgLired%
[I YES ❑ Nc If yes, permit ID no:
5i. ExpEctEC pord surface arEa (acrEs):
5j. 1521Ei of pord watershed Nacres;:
5k. Meithcd of corstructicn:
6. 9ufilei Impacts (Heir DWQ)
If prcjEct will impact a pnotEctEd riparian bLffer, thein ccmpletE the chart belcw. If yes, then individually list all bLffer irripects
belci%. If any irripacts wiquire miligatien, thEn you MUST fill out SEciicn D cf this form.
6e.
[ NeusE ❑ llar-Rarrilicc [ ME r:
PrcjEct is in wHiah prcleicted basin?
[ Catawba ❑ Rendleman
6b.
Ec.
Ed.
EE.
Ef.
Eq.
Buffer impact rL mber
— Perm einE nt (FI) or
REiaiscn far irripaicl
BuffE r
ZenE 1 impact
ZenE 21 impact
Temporary (T)
'EIlream no ME
mitigeticn
(square feiE1)
NsquarE feet)
re L irErill
B1 ❑ R ❑ T
❑ Yes
❑ Nc
B2 ❑ R [ 1
❑ Yes
❑ Nc
B3❑R❑1
F-1 Yes
❑ Nc
B4 ❑ R[T
El YES
❑ Nc
B5 ❑ P ❑7
❑ Yes
❑ No
6h. lleital buffer impacts.'
Ei. Comments: Anc practicelAlterriadvEstequsstaric revisw MIJL6 ccrriplelledbpthe Tcvw ofAFEx
PagE 7 of 1"

D.
Impact J uslifiicaitiion and Mitiiclailion
1.
Avoicarice and Minimization
1a.
Epecifically cescribe measures taken tc avcid cir minimize the prc pesec impacts in cesicning prgjeCl.
FVea se see e illlachE d A vc Ada nce a rie N iriuni2v tic ri
1b.
Specifically describe rrieasure s taken to avoid or minimize the prcpcised impacts thrciuch ccnstructieri ie&nicues.
Cc ritre ctc r to tc i, c w the fo,Vow frig cc ristruc tic n se C Lie nes:
CcritractorsheiV notify the Town of A,de)ci Publtic Works 48-hcurs in advarice c start at wcrkl curing e period of brrE
with ncirain it the fcwecast.
PVJortc sitars c wukj coritractershall have ajV rriMlerials and equi lrner,it or -site. The carrierpipe shaiV be instaiVed
wiilh in the sewer ea sing pipe pnic r to ar y cTlen cut activities.
Ccnitractcv sfJahl install a temporary cofterdami cn the upstrearri side of the propcsed cressirg and pump watEr
arc urd lIhE o,rlen cut area tc the dcwnstrEem sic e.
Ccntrectcrshlalil,clAacE the cLA/ert cr sewercasir,g with cc, nicrpkle at e/evahoris shlcwri or ME agprcDed plans! and
blaek0 ki accordance with Tcwri of Apex specifications. -
Ccrtrectcrshlall restcre channel arc ,Aabliliae any disM&ance withk 24 -hours cf stan ct wcnkt
2.
Compensatory Miticlaticin fcu Impacts to WEtEIPS cilltHei U.S. or Waters cif the State
lei.
DOES llhe puojeci require Compensaicry Mitigation for
® Yes ❑ No
impa cts Iei Waters cf the U.S. c r Weiersi of the Stale?
2b.
If yes, mitication is recuirec by (checH all that apply):
❑ DWC ® Corps
® Mitiga llic n bank
2c.
IfyEs, which mitigallicn cpticn will be Lsed for this
®Payrrie nt to in -lieu fE e prc gram
I: rcject?
❑ Permittee Respcnsiible Miiigaition
3.
Ccimpletei ii Using a Mitigation Bank
3ei.
Nerve cf Milicaticn Bank: Fesiloratior, Systems —Ears Mcurtain Mitigaticr Ear,ikl
3b.
Crec its PurcheSEd (attach receipt anc letter)
Type: Stream
QLeintity: X94
3c. Comments:
4.
Complellei ii Making a Payment to Iri-lieu Reel Pncglnaim
4a.
Apprcval lelllerfrcm in -lieu fee program is atlached.
® Yes
4b.
Stream miiigaiicin requestEd:
G linear feet
4c.
If using stream mil ication, streiarri tempEreIL re:
❑ warm ❑ cocd ❑ccld
4d.
BuffErmitiglalicn requestec IjDWC einly):
G squerE feed
4e.
Riparian Weilend milicatien requeailed:
0.6G4 acres
4f.
Ncri-niparieirivvetland mitigation requested:
0acres
4g.
Ccastel (tidal) WElleind mitigation requested:
0acres
4h.
Comrr1Ents:
5.
C omplete if Using a Permitteie Res pcinsiiblei Mitigation Plan
5a.
If using a permiiiee resiponsible mitigation plan, prc vide ei dEscripiicn cfthe prc pcsEd mitigaticn plan.
Feigei 8 cf 13
FCN Rcrm—Versicn 1.3 Decembeir 10, 2CC8 Version

6. Bufilen Miitigaflion (Stait'e Regulated Riparian Buffer RIuIE S] — required by DWIC
6E. Will the prejeici result in an impact within a pl ctEd ripairien duffEr1hat rEiquirEs
buffE r rriitiga clic n?
❑ Yes ® Nc
Eb. li yes, then icentifythE sgcare fEEt cf impact to Each zone cftPE riparian buflbrilhat requires miticlelicn. CaICUIe1E1 the
amount ci mitigailic in requirec.
Zone
6c.
Flee scn for impact
Ed.
Total irripacl
(square fE et)
MullirliEr
E e.
Requirec rriitigatic n
lJsque rE fee 1;
Zone '1
stof rrwater ccntrc �l rreasuwes wh tl provide is rriin,imumi c 36% 1V,itrogen 1EcucticrI
® lies ❑ Nc
3 (2 fer Catawba)
Zone 21
see attechEe Approvalletter ftcrri ME Town of /,ce>i.
1.8
Ef. Toliail buffer miticlaitian requineid:
Eg. If duffer mitigation is required, eisauss whal typE of mitigaiicn is propcsEd (e.g., payment I private mitigation bank,
pErmilleiE responsible rip aria ri buffer rEsioratic n, paymeni into an approvEd in -lieu fee Lund).
6r. CcmrriEnts: Anc prscticalyhlerreilivEsrequestand revii ww,iiVbe ccmcliletoatlyiltle Townof/',cex
E. Slcinmwatei Manaigement aind Diffusie Blow Plam (regluired by CIIMC)
1. Diffuse Blow Plan
1a. DCEis the projEict include cr is it acjacEnt llc prclectec ripariein buffers idenilifiec
El YEs [ No
with in c ne of the NC Riparian Buffer Prctection Rules?
1b. If YES, then is a diffuse flcw rIan includec? If no, Explain why.
ComrrlEnts: As per the projecil erigineer ME StcrmiweilerMariagcmienil Pari ut i.5
stof rrwater ccntrc �l rreasuwes wh tl provide is rriin,imumi c 36% 1V,itrogen 1EcucticrI
® lies ❑ Nc
Icr piped nE Morks. IrripEnicus Erees frorrilclls adjacerul are ilorema,ines
disecnrieciledirriper,vicusthleretlyact,liiev,ingeiffuseticwttllcughltt,lebuffer. FVeasE
see attechEe Approvalletter ftcrri ME Town of /,ce>i.
Reige 9 of 13

;. Stormwateir Maria ement Rlan
2a. What is thea overall percent impeRiciusness of ilhis prcjEict?
41 Y
2b. DOES Shia prcijed require a Stcrmwaieir Manegemeri'l Plan?
® Yes ❑ No
2c. If this project DC ESI NCT rEigL ire a Stcrmweler ManeglEmEnt Plan, explain why:
2a. If this project ECES require a Stormweleir IV a nE ge rr1E nt Plan, 11 hen previae a tdef, narra'livei cescriptien c the pler:
Per Me Frojecteng,inieEr- .4 corrib,ination oi eiscor,inectedirnpErvicus on/ctsadjc-centtc tuiffars, live (5, stcrrrnwetci wet
detenbcn fIcnds wili frcvice E5% TSS remcve/, Mitrcgen reduction terd,iffuse i/ewccmcliance, and peakf/cw alltenuaticr
fcrthe 1 -ane 1G -year 24 -ft birstermevents. FVeesEseeEttachedStcrmwater ,lmpaet15 tate meritandFVelirriiriary
StonriwateirMEnage mientPleri, aneApTrcval,letter frornMe Towr ofAfex.
® C e.rtifiec Lc ce I C cave rnmeni
2E. W ho will be rEspcnsidlEi for thei review C tt E 1I11c11mwatE r ManagE menl Rlan?
❑ DWQ Stcrmweleir Pregrarri
❑ DWC 401 Unit
2. Certified Locial GCVEirnmert Stbilrnwailler RIEview
3a. In which local gcverinmeirit's jurisoictien is this prcjEct?
Trwn cfApex
® PheSE II
3b. Which of the follow ingl Icce Ily-irriplE mE ntec siormuvater management lore grarris
® NSW
❑ USMR
apply (check all tl el apply):
® Water Supply Watershed
❑ Ciher:
ce. Has thEi appiiavec Stormwadleir Menagerrierit Plan wish prccl cif apprcvail been
® Yes ❑ No
attaichec?
4. DVUQ Stc rmwal'er Rrograim RlEvievm
❑ C ea sta I counties
E] HCWrmweter
4a. Which of the following stele -implemented stcmanEigE men1l propreirris apply
❑ C RW
iJcheck all ihat apply,):
❑ Session Law 200E -24E
❑ Cth Er:
4t. Has the epprovec 191orrriwaier Manegemeni Plan witr proof of approval bEen
altachEC?
❑ Yes ❑ Nc
5. DVVC 40' Uri itStormwater REVIEW
5e. Does the Stormwater MenagErriEint Plan mEEi the appropriatE requiremenia?
❑ Yes ❑ No
5b. He VE all ollthE 401 Unit subrriitteil rEiquirerrierits been rTiEt?
❑ YEis ❑ No
Rage 10 of 13

F.
Supplerr entaryllrfcirmaition
1.
Environmental COCUmEntaltion (DWQ Requireirreint;
1e.
Dces the prciject involve ain e)4pendiiure cf public (federal/state/locail; funcs or the
❑ Yes ® No
USE of gc 1i (fedErail/sta1E) lanc?
1b.
If yo airiswEred "yes" to the above, does the prcjeoil rEquine pre pare Iicn of ari
environmental docl menl pursueint tc tF E requirements cf the N otic nal en Etaite
❑ YES ❑ � c
I11\lorth Carolina) Envirc nrriE me I Rc licy Act (NEPA,rEPA)?
1c.
If ycu answerec "yea" tc the aklcvE, has the document rEviEv� been fineiliaEd by RE
State Clearing HOUSE? (If sc, attach a copy of the NERA crCEFIA final epproval
letter.)
❑ Yes ❑ No
CCmmEnts:
2.
Vic lailoris (LIWQ Requireimenl)
2E.
Is the site in violation of DWC Weiland RUIEs i115A NCAC 21H .C50C], Iscleted
Weitlanc Rules (15A NCAC 2H .1300), DWQ SurfecE WaitErcr WEilend Stendainds,
❑ Yes ® No
c Riparier BcffEr Roles (115A NCAC 2E1 .02CC)?
21b.
Is this an afller-the-fact permit aipplicelicn?
❑ YES ® Nc
2c.
If y{Cc arswered "yes" to one en bclh cf the add VE questions, prcvidEi an Exp lar elicn cf the vicletionlls):
3.
Cumulative Impacts IICWQ Requirement)
3a.
Will this prcijeci IJbased on past and rEeiacnably einticipeied future impacts) result in
❑ YES ® No
additional develciprriEnt, which could impacl nEianiby{ ccwristreeim water quality?
3b.
If ycu einsvuEirEd "yes" tai the above, subrrit ei gLelitative cr queintilativE currulativE impact anelysis in accordance Witt the
most recent ❑WQ policy. I1 you answered "nc," provide a short naniaitivE cIEscriptien.
We have mviewee the Treft InterneiPolicy, Curnulativs ,Mjcacts andllhe 401 WaterCue,Uty Certificeticri eric Iscietod
WE blaries Programs" docurnerit prerared bly 11he NC Elivis.icri of Water C;bialityl cri Apid 16, 2004, version 2.1. ThE dtehl
stetes that many pr,ii GE ve,lopmien4s are unlikely to cebise curriuktive ,iripacts, iiricluding pro,'ects sbichl es Urblari iri-fVA,
rnost residential subdivisions arid smeiV ccmrnerckil develcprnerits as weld as agricultural e ria silvicuhlural operations. The
Wccdburyl Subdivision prcjEetiis e res,idEritiel eeveioTlmErit. The prcpErty,is jlocated wiilhin the 7rwn cfApex ETA,
therefore Me adjacent proplenks thethave potenha,I fcr deve,loprrierit wid have the fcllowAng regGVeticns Ilo protect
eownstream waters: 1, the WeterSuppily, WatErshled Protection Prcgrarri vvlikh limits dEve lopmEnt densities as weld es
requires,drellectivE riplaniarrtuffers; 2; the Jcrdari Watershec R,ipariar BditerFlrotecik n regbilaticns,, these regulations
require,Vmited ceveloplmerill w,itt,ir the riperiari buftererea .in ecd,iticni tc "eiffuse f1cw"requirements erie coutld require Best
Manerlemenil Prectices the11 ceritriclnitrcger ilicifluse IjVw cei he ecf,ievec; anidfinahly3, the Flhase iINFICIES
StermwaterPeruniit Prcgrarri, this progrbm i bIGES perrnittirg requirernerits let-Adif SEparete Storrs S6wEr Systems
(MS4s) ineedillicin to pc st-cor,istnuctior stcrrriwatet meragerrientrequ,iriemenits. We ertic,ipak that the GIWR will advise
us,V6riyadcit,ionaliritonTiellicr .is needed.
4.
Sewac E 071sposa I IIDW a Rlec uiferr eint;
4a.
Clearly detail the ultirreletrEatmenl rriEthcd,i anc ciaposillicn Qrcin-discharge ordischanige; cfwaallewalergEnEretec frcrr
the preiposeic pncijecl, c r available capacity cf thei sL b'ECt facility.
Sewerfrom thleprojectwYconr,iecttc Me 25 °Litle BeaverClEeksevYerOutla,V vYt,ICh corvEys tc the Arden Pcinte Flurrip
Station with a force main, to Me NewH,VI WFIF.
Feige 11 cif 13
RCN Rcirm — VE rsicin 1.3 DE cembeir 1 C, 2 C C 8 Ve rsion

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The NC -Natural Heritage Programs Data Explorer Map was used to search for elemental occurrences of federally protected
species listed within 9 mile of the project boundaries.
It was determined based on the search that there is a historical occurrence of Red -cockaded Woodpeckers in this area
that were last observed in 9978. Per NHP nheo tier 9 Shapefile Dated February 2017, "One Cavity Tree Noted In tinter
of 1978: -NU Birds Seen. Woods Had Been Clear -Cut By Mid -1980's, And Birds Prdsumed To-H5­V­eVariished " The -
occurrence was noted, "South Of New Hill, Southwest Of Railroad Tracks On Sr 1135, Behind Oid, Unoccupied House."
Note also that Froehling & Robertson, Inc. completed a Review of Histone Resources and Protected Species on this
parcel. NC Natural Heritage Program was contacted and they provided a letter indicating that "a query of the NCNHP
database, based on the project area mapped with your request, indicates that there are not records for area species,
important natural communities, natural areas, or conservation/managed areas within the proposed project boundary. See
attached letter.
Please note the interim 4(d) rule identifies the Northern Long-eared Bat as a Threatened species within Wake County and
a triangle polygon on the southern side of the property resides in Wake County.
References: North Carolina Natural Heritage Program Data Explorer Search [February 29, 2097]. Department of
Environment and Natural Resources, Office of Land and Water Stewardship, Raleigh, NC. �t�llww��cr�1�r�,orr!
6. Essential Fish Habitat (Corps Requirement)
Ba. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website
was referenced. No Essential Fish Habitat was identified near the project.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
[] Yes No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources? The NC
State Historic Preservation Office HPOWEB GIS Service interactive reap was referenced on February 3, 2097; no historic
listings or study list entries ordetennined eligible listings were identified within the property boundaries.
Note also that Froehling & Robertson, Inc. completed a Review of Historic Resources and Protected Species on this
parcel. The NC Department of Natural and Cultural Resources provided a leiter indicating that historic resources which
would be affected by the project exist. See attached letter ER 95-2823
Page 12 of 13

8. Floor! Zone Designation (Corps Requirement)
—7 8a. Will this project occur in a FEMA -designated 100 -year floodplain?
E Yes Q leo
8b. If yes, explain how project meets FEMA requirements:
Per the project engineer, Work within the 100 -year floodplain is limited to a gravity sewer connection to the 24" Little Beaver
Creek Sewer Outfall, as well as fill for lot grayling and construction of a portion of Stormwater Control Measure #2.
8c. What source(s) did you use to make the floodplain determination? Per project engineer& NC Floodplain Mapping
Program
Deborah E. Shirley
r
�
March 23
� �
2017
Applicant/Agent's Signature
AppiicantlAgenfs Printed Name
(Agent's signature is valid only if an authorization letter from th applicant
is provided_}
Date
Page 13 of 13

Soil & Environmental Consultants, PA
84111721' Of NWC ROa(l, Sailer 104, Raleigh, NC .:.176'15 - Phrnne: (9 V)) H6 590(b, Fw> f)11,: W-.9461
randea.c om
PROPERTY OWNER C ERTIFICATII C N/ A C ENT AUTHORIZATION
ProjeatNarre/Desicnipticn: Woodbury (cillo Eristol Tract) S&EC Hrcgacth 12IE22
Date:
Tie Department of the Army
U.S. Anmy Corps c Bngineensi, Wlilm ingion Distnicl
E91Darl.ir,gion Avenue
Wl:ilmington, NC 25403
Attn: James Lastinger Field Offica: Raleigh Regulatory Flield Office
I; the unsersigned, a dulyl authcni2ad cwnen of record cftiha prcpertyVproperticsi identified .retain, do
at tflonizei nepresentativses of tHei Wilmington Districitl, U.S. Arimyl Ccnps of Engineers (Corps) and E cil &
Envsircnmertal Ccnst 'tantsi, PA (S&BC) staff, as rnyl argent, tc antero upon the plrcperty herein described
fon the purpose of ccnducsting cat -s ate '. nvestigatiom and 'suing a detelmminaticsn associates with Wlallens oifi
the U.S. subject to Federal 'unisd:ict'on under Section 404 of the Clean Water Act and/orSect:icn 1 C cftho
Rivers and Hainbons Act of 1899. This dccument also authoaizes S&EC, as my agent, to act on my beshalf
and taika all actions riecessaryl fan the prcce.is'ng, issuance and acceptamca of a permit on cerlificatlion ane
ainy and all assec!iated standars and sipeoial conditions. This ncilificatlion snplensedes amyl pnovious
correspondence concerning the agent for this pno'ect.
NOTICE: This authonizatiian, for liaHility and professional courtesy reasoas, is valid only for goverrrnent
officials tc entan the prcperty when aiciacmpan i& Hy S&BC staff. You shook call S&EC tc arrange a site
meeting prier to visiting the site.
PARCHL 1INFC RMATION:
Parcel Irde:4 Nurr.ben(s) (PIN]:
Site As dress:
Citi, County, State:
PROAERTY C WNER 1NBORMATIICN:
Name: David Brigal
Mailing Address: 2153] New Hill Clime Chapel Rd., New Hill NC 275621
Telef1hone Number: 919-7153-54321
Email: d@ljristtl ,bellscuthxet
—David Bristic 1 2/15/16
fro~ erty Owren lease printf T Date
Property Owner S ignatt ne
W/ hereby) certify the above information submitted ini thus app/icatibn is true and accurate tc
the best ofobrAnowiedge,

Environmental Consultants,
iia 12 Falk of \eme Rmid', Suiic 104, 161eigli, NCI
yy27f E i • Prone! (919) Mfi-SIXX
%,info:oIn
PROPERTY ONVNER CERTIFICATION I AGENT AUTHORIZATION
Project Name/Description-Name/Description-Tingen/Bristol
Date: 5111/16
The Department of the Army
U.S. Arany Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Atte.
J, Lastinger Field Office, Raleigh Reg,
S&EC Project # 12622
I, the undersigned, a duly authorized owner of record of the properkylpraperties identified
herein, do authorize representatives of the Wilmington District, U,S, Army Corps of Engineers
(Corps) and Sol] & Environmental Consultants, PA (S&EC) staff, as my agent, to enter upon the
property herein described for the purpose of conducting on-site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. This
document also authorizes S&EC, as my agent, to act on my behalf and take all actions
necessary for the processing, issuance and acceptance of a permit or certification and any and
all associated standard and special conditlon5,Thls notification supersedes any previous
correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call
5&EC to arrange a site meeting prior to visiting the site,
PARCEL.IN..:> MATICN: 01710 352491
Parcel Index Number(s) (PIN): .
Site Address; 2433 New Hill 011ve Chapel Rd,
City, Comity, State; Apex,NC 27502
PROM
RTY OWNER ]TIFORMATIQN;
Nan'ie: Freddle Tingen
Mailing Address: —1800 Circeo Ct, Apex, NC 27502
Telephone Number; 8'7
Prdperty Owner (please pnnt)
VA
Signarure
5-Z i- I C
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

r J� c1 r•,_
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b-
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Wooc bu ry
Sectieri D.I.a-AvoiidanicEi ansa MVriiMizaiioni
Marco 23, 2017
S&EC corriplete d ai stree rr & WE tlarid delineation, and Jordari Lake We tershle d Euffe r E valuaticn for ilhe entirE
xlrcperiy iri cider to ,iaeritifylnallural resources sc the t impE cels could be avcided & m,inirnized to the meximurr
Extent glractic able. ThIE proposed projectiricludEs thirteen (13� impact are as; speciflicallyseven (71) rceie
crossings irrpactingsilrEams and wEtleirids, ttlree (3) saniterylsewercross,ings impecting silmams, twc (2I,
wetlariderees thletprcposE lotgredirig, and orie (1, WEtlaridereE prcposiriglgraciriglbra stcrrrweilerBlMP.
JURIS DTIC HONA L STREAM IMPACTS:
ROAD CRCSS)NGS: Impact #'s 8-11 is a rcad cressirig propcsing impacts to Eri interm,iillleritstream. This
rcad cressirig is necessary) tc access the Eazterri portion cf the prcpertyi Flellaining waiVs Erid wing walls have
been utilizeicitc minimi¢e permaneritstreErri impacts. The rklrap dissipater heis been cesigriea to rictiimpede
flcw erre alilewfor e permanent-noTlermanerit loss to thle stiearri. Temperaryirrpacts are riecesserylcn both
the irilet ana outlet side ctlthe cressings for ccnstriucilicri activities. This rcaa ,is also a prcposea Mejor
CoiVectcrStreet requiredbylthe Town cllApex Tnerisporlation Pian. imiFacit Al's 12-15,is a rcad crossing
prcposing impacts tc an,intErm,ittentzilream. In crderi tc corriplywithl the Towri ofApex Tranzpertaticri Plan
and StreetGeomEtric Standards, the rlro IcsedMajcr Co//ecllorheda sell startpciritand silriirigentcurve radii
and tangents. MCIE ,imperieritlA the future alignmerit cf thlE CcActor was carefulilyl eveilueted to ccnfirm thle
blest design ilo minirri ze future wet,land/stream,impacts tcranylexterisien ctlthe Coheciloracress Llittde Elea ver
Creek. 7hlis roan crossing Wes re -designed multiple times is minimize impects because of the crcissing
locEticri ana WE culvErl skew. Retaining walls end wirig walls hlave been uti/izea ilo m,inirnize permEnent
stneam iimpEcts. The niprap dissipaterhasdeen designed tc rictirrpedE flow ana ahow for e perrnanerit-nc
perrranerit floss is the streerri. Riprap has been eddea to the stream barikL ilo E vcid stream blank eres,icn.
Terr,iporeryl impacts are riecessaryori blcth the inlet and outlet side ofthle eress,ings fbreonstructicri activities.
This rcad is also a prcpcsed MEjcr CcAcicr Streeil required blylthlE Tcwri cllApex Tnerisporletiion FVeri.
Impact AI's 16-19 is a rciea crossing propcsing irrpacts to ari iriterrr,itteritstrearr. This rcad cressirig is
necessary tc access We Eastern portion cfthe propenyl This irrpacticcatiori utilizes Eric Exiztirigrced
cress,ing with ari existirig culvert An order to comply) MM the Tcwn ofApex UDO Section 7.5.4 (E) Publlic
Access Requirerrents, a 2"° sllream cressirig cflllhe same stream was rEquired to serve more then BC Icts.
Fletekiing wallseindwing wails have been uti/izec tom,i7irrii2iepermarientsilream,irrpEcils. Thle riprap
ais#aterhas been dEsigned tc ricil irrpede flbw erid allcw fora perrrnanerit-no perrranent,loss tc Me stm am.
Temccraryimpacts are r,iecerserylcn both) ilhe inlet aria outletzidE cftliE crozs,irigs fcr corisilruction activities.
Impacis= 4'si a1 -e4 is e road crossing proposing ,impE cts tc E ri Anterm,illterit stream. Thl,is rcaa crossing is
riecessaryto access llhe ricrthleastern pert,iori oflthle'properiy} iri order tc ecrn.plywithl thle Towri cllApex UDO
Secticri 7).11.4 (E) PuLING Access Requirements, e 2" stream cressirig ofthle serrie streern was required tc
zervE more thlari 1I6 Icts. Retaining we ,Vs and wing we Is he ve beeri utilized ilc minirroii permerierill sheem
,impacts. The rrprEp cIksipaterhlas been aes,igriedtc not,irripede flowand eAwltra permar,iEnil-nc
perrrianentloss tc the stream. Terriperaryirrpacts Ere riecesserylcn bcth the irilet and oustlets,iae of the
cressings forconstrbictiori activities. 4dcitioriEllyl with) th'e 2silr6ams bisectirigthe site enio Ll,itil16 Beaver Creek
rurining alcng the ricirtherri prcperly1firie, the Apphcent amender tale Tcwn ofApe>i Trarisporletion Piiari to re-
ailign the praposea M j'cr Celilectcr Street. This change signifiicentlyiriereesed thle development cost, but
miri,imiize d the rlc to ntie it fbltL,II E we tle rie acid s tre a m irnipacts. It shlc uld els o Lle noted thla t ea c h s tre a m already
hlad an Exiisting iimpect willh a gievel access drive. A,Isc, ilhe existing force rre,in and cverllEac electric alc rig
the Easterr,i pro 6rtyllinE prchlitl,ited thle rcaawaylgeometrylfrcm e vcidiirig the 2"d impact of the 2"0 stream and
a lerglerwelleric area.
Itshobildbe notEd, thlatthle Overall Site Plan elreaaylavoiasstubls to the west, scuthl, ana eestthletwculd
impacts K06rias ansa ctfEam ori eajecerit prcpert,ies. Hcwever, as a ecriaitiori oflapprcvail for the Mester
Subdiviis,iori, the Tcwn ofApexi regluired the ApTlilicaritreserve rigMI-cf-wayltbra future roadwayltlylothlers ilo
the norihleest corner cf thle. The Appilica rit its NOT iricibieir,igl Mese futUie impacts and hies rict evaluetea what
type cfdEsigri would blestpoteritiallylavcid/rnAnirnim llhese futbve iMpEcts.
Place 'I

Woodt ury
March 23, 2017
UTWITES: Impact #'s 9, 5 8 f are all prcposec temperarylstrearr, impacts forgravity sewer. CcrAstiuction
segluenckig will allow tale casirig and carrierpipes to be .installed qu,ickVy which wild result in less e.cpcsLire tc
sedirrientaticr,i and disturbance tc the suricuriairig riparkri tlbifferamas. All three ,impacts are perpendicular
crossings (i- e. betweeri 75' and 10° tc streams grid wililLe temporary (e. g. cperi-cbil). Pcstccnstructicr,
the secpen-cut are as wiiVtle brcLight backtopre-cor,istructioristreambea elevatioris arid the strearr beriksMill
be stabilized.
WETLAND IMIPACTS-JUR)SGIICTIONAL:
ROAD CRC SSINGS. Impact #3 is plropcsed permanent wetland Iild for road gra ding. Thlis irrpect,is
rie cc ss aryl be c aus e of th'e ele ve tic n be twe e n the e xis ting and propc sed gra des a nd ,its doc a tic ri makes ,it
;unplracticaJ tc avoid. Impact #i0 is propos ed permarienil wetland fdl fcrrcaa grading. Tf.JsJmpact is
rieccssarylfcreccess to the ric rthe a., te rn portion cflthe deveicpmerit. RekIninC walk have been adaed to the
west to rr,inirrize impacts. The existing force rrairi prothibits gra ding activities ttlat wcbild minimize impacts tc
the east. Duke Elrrergyrequires riprap acress the wetlands far access acress the ease merit which is
cc rok tent with the existing cc riditiens. Imp a c I #; 5 is prcpos ed pe rme rient we bar id fill fc r roa d gra ding. The
propc sed MejbrCode ctor rcadmust aJgri w,iilh the CcjV6ctCrOn thle west side cflNewHillO,Vve Cha ped Road
Mict determiriee lace tion arid results,in a portion of the wetlana irrpact The remainderofthe prcpos ed
wetland impacLis necessary because ctlthe elevation betvveeri the e. �k< fing and propc sed grades arid its
Iccatic rimakes JtirrpracticaJtoavcid.
LOT GRADING: Impact #4 k prcposec permarierit wetlana fi,V fcr ;lot gra ding. TtJs impact pis necessary
Lecebise the aiflErence in the ekvat,icn between the existirig and tale proposed grades for the cevedoclrrent,
aria tte prcxirrityofthe prciposea road makles it ,impractical to avo,ic tt,is wetler,idgraaing. Impact #7 ,is
prcposea permar,ientwetlana fill fcr�lotgrading. This kripactk necessaryfcrresidentiadlctccrishucticri. This
impact has tleeri m,iriirrkiea to e void irrpacts within the floodplain.
STCAMWIATEREIMP,7Impact A2iseprcpcsedperrranentwetie rid irripactfarastrorr,wai&EMP. This
storrrwaterBMP vias aesigncd.inthis locaticribecabise itis the natural low pcintwithin ttedteiriage area anc
by havirig the EMF in this Icca tics it will rrainta,in the hlydrolcgy c the rerraining wetland systerr.
Furthlermore, the applicant is aware ctlthe regicrnal conditions asscciated with tale Neikriwide F&rrits 18 8
29. Withl respecttc residentiaildevelcpmerits (NWP�g-RegioriadCor,ieitions secticn4.0, tte a;pplieantis
utilizing a NWFI 1 it fcrMe proposed wetdarid ,impect asscciated with a ctormviater fe ci&y, ttlere are ric
irrpaclis asscic,ialled with single-fbm,Vyrecreaticn facilities, there are no perrranerit wetlaric orstreerr fills
proposed within the floodwey/flccaplairi, the stream classilicailion tcr this project is WS -IV, NSW (,i.e. rict
Cullstanding Resource Waters, Hight Quedty Waters, Coastal Wetlands crwetland adjacent tc these waters)
arid riXrap stabilization pis rictanticipalled. With respecil to tale miricr discharges (MNP i8 -Regional Condillions
sectiori 4.6J this NWF is being pro[ cised far is wetlarid irrpactesscaiated Witt a storm waterfeaViily, rictbe.irig
used iri conjunction with e NWFI 14 tc create uplarics.
Plage 21

Baum 0/ 47�
THE P[AM 10F x000 LIV111
P. p. 8L3X 250
APEX, NORTH CAROLINA 27502
August 12, 2015
***(REVISED TO SHOW FEATURE M March 6,2017)***
Steven Bali, RF
NC Registered Forester # 172.3 pex 15 -
Soil and. Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh,, NC 27615
Mobile -919-691-2114
Office -919-846-5900
Sandec.com
Subject: Stream Buffer Determination
Bristol Tract
Primary Watershed —Jordan Lake Watershed
Dear Mr. Ball,
On August 12, 2014, 1 visited the subject site with you to review drainage features as shown on
the USDA Soil Survey and/or USES Topographic maps and determine if they were subject to the
Town of Apex (Town) riparian buffer rules. Based an the Information obtained during the site
visit and per the requirements set forth In Section 6.1.11 of the flown Unified Development
Ordinance (UDO), I have determined the following riparian buffer widths as summarized in the
table below and shown on the attached map titled, "Bristol Tract'.
Drainage
Shown as
Shown as
Determination made
Determined Buffer
Feature
on USES
on Sail Survey
In the field
Width
Feature B
Intermittent
'Perennial
Intermittent (29)
50 Feet
(below pond)
Feature C
(above flag
Intermittent
Intermittent
Ephemeral (8)
0 Feet
502)
Feature E
Not Present
Intermittent
Ephemeral (10)
0 Feet
Feature F
Not Present
Intermittent
Ephemeral (15)
0 Feet
Feature G
Not Present
Intermittent
Ephemeral (15.5)
0 Feet
PPE
tan

clown ofArlex
StrcarriBuffer Detlermiratior QPpae 91E1 a]li
Pi gei 2 of 2
Feature H
Qabcive flag
Nct Present
IntlermittElnil
Ephemelrlal (121)
0 Feet
SCI1)
FeallureL
Intcrmiiltent
Perennial
EpHemeral(19.5)
CFE ell
Feature M
(revised for
this feiature!
Irilerrrittent
FerErnial
Intermiilteint
50 Feet
9-6-17)
THisi or -site c eilermiraltion shall Expire five) (5) yEiairS frcim the date of this IEUE r. Larco"nEirs Or
affected parties thail dispute a dElteirminaticin made by 11He Division Of Waller Quality (DWQ) or
DElegated Lcical Authority in the Jcircan Lake watershed may recuest a detMriration by the
111NQ Direcitor.
An appeal nElquElstl must be mac E1 within sixty (EICj days ofcatE cflthis IEtl1Er orfrelm tHE datE
the affecrted party (inclucing dcwrstrleam arc/or adjacent ciwrers', is notifieid of this IEttEr. A
request for a determinallicin by the Director shall be r£ierrEc to tHE UrEC CIF it wiriting c/el lar
McMillan, DWQ Weillands/401 Unit, 1650 Mail SleruicE Center,, RaleigH, NC 276991-1E51C.
CtherwisErthe appeal precEldure will bE it aicicordancE Willi UCIO Section 6.1.11.
If you dispute) 11HE Director's deilErminailior, you may ifle a petition fcr an administrative
hearirgl. You rrusil file the pEitiilicln wi1IH VE Office cd Ad mirislllrativEI I-Earings willHini sl'ixily (60)
days Of rEceipil cf 11Hisli ncllicE cif decisicr. A petition is ac r siderec WEc when it is receivec it the
Office of AdministrativEl Hearings curling normal office Hcurs. The Office of Acminisilrative
HEarings aaceplihi flilirgs Monday 1HrciugH Friday betwEEr 111 -le hours Of 8:00zm and 5:00prr,
except fcr official Stale holidays, To request a Hearirgl, seird thea ori@inal and eirE lj1) cclpy of the
petition to the CffiaE of Adrrlinisitrailive Hearirgsi, 6114 Mail ServicE CentEn, RaleigH, NC 27ESSI-
6714. A ccir} Of the petition must also be !lErved to the CepartrrEnt of Nati ral ResourCEIS, c/o
Mary Perriy Themipson, General Coumell, 1601 Mail SErvice CertEr, RaleigH;, NC2INSISI-1601.
This cEterminaticln is firal and bircirgl unless, as detailed above, ycu askieir a helaringon appleal
within sixty (60j c ays. If ycit, havEi any quEistiors, plElaSC do niclil hesitate to cclnlacit me at (91Sj
249-3524.
S inclE rely,,
/Ricky Tem I
Environ mEnilal SFEicialist
Ailtach ml E r is

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AY•d .z' ..�iii::a,1-ter '7Y- ( Y,
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EC

IAC Division of Water Quality—frlethodology for Identification of Intermittent and A����
Perennial Streams and Their Origins v. 4.11
NC D'i O Stream Identification Form Version 4.11
Date: `�
Projecusite:
Latitude:
Evaluator:
County: ►� �_
Longitude:
Total Points:
trcise ane)
Stream Qeta?telrg��
Othar
f ra$9 rs e€ A&JOwrW lnrarmrdG►nr
if � f9 Cr arsnniaf it i SQ` ��
Ephemera!Perennla!
a p. Quad Nome:
A. Geomor holo (Subtotal R
- Aisscnt
Weak
Moderate
14. Leaf 111tor
Strong _
1 Cortllnult ai` channol bed end bank
0
1
1
V.- 6011,b4sed OvIdOAC4 of high waWr table?
3
—
2- sinuosity of channel along thWweg
0
9
T
�3�
3. 111•c3wnnal acfuetura: air. r1(RC-po®!, stap•Fsol.
tova l se u4nca
0
1
Q
1
�
4. Partlala size of stream substrate
p
1
- 2
25. Arae0.5
._
5. klivetrOct floodplain
D
26 Wetland lama In streambad
2
'perennla€ ilroams may also be Identified ui lrf4 whor rnoihcdc See p 35 at manual
3
6. Depositional tsars or bonchas
o
1
3
1, Recant alluvial deposits..
. _
T.
Sketch:
3
D. Headcuts .._
t7 .
_
_ 2 ._.._._.
s ..._..
B, arada control
10, Natural vaslle
_
1.6
11. Siscond or raatdr order channel
No: p
arlitlelol ditches aro not ratan, woo diseusslpns In msnunt
B. Hydroloov (Subtotal o `1 1
12. Praienm of Bassttow
r _ a
13, Iron oxidivnq booteria=A�2
3
14. Leaf 111tor
i,b __ 0.5 _ .0 _
15.3ad1mant on p1pnI3 or dabrls
g
16, Or anic debris tlnps or piles01.5
1
V.- 6011,b4sed OvIdOAC4 of high waWr table?
�G = ti
C. Biol (Subtotal ■
16, Fibrous roots In streambed 3
_
1
6 _
10. (Rooted u land elanis In straarrsbes! 3
i
o
?0. MaGrobanthos nava divert end abundanw)
1
2
3
21. ustic Mallusks _.
.�._..�._,....,._..-
1
2
.�.
22. Fish _..�.,..,_.�.�....,..,�,..�...,
t7 b
1
1.5 T_
23. Crayfish �
Q
1
1.5
24, Amphibians
1
1.5
25. Arae0.5
._
1
1,5
26 Wetland lama In streambad
FACIN a C.75: OOL 1.5 Qthar # Q
'perennla€ ilroams may also be Identified ui lrf4 whor rnoihcdc See p 35 at manual
Sketch:
41

o-:I,, ?--
I 1 C] v ,
NC Division of Water quality —Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4.11 '��
NC DNN' Stream identification Form 'Version 4.11
Date:
Proiecusita;
Latitude:
Evaluator:
County: (�j .
Longituda:
_^
Total Points;
S aatrr leterrnlnalion (circle one) �
Miter
sovem fs at Wit Interrrxtlen$J
Ar t9 c+ nenrriarirt7p" .r y
F
Phoma tt Intarmlttant perattrlal
sr.p AuadNamal
A. Goomor hol4pf {Subtotal �� `) )
Absent
weak
Moderate
strong
1' Cort!lrlui'r o! chtrnnel had an bank
0
15, Sedlrrtant on plants or debrisO.S
1
.. ... _
2. Sinuosity of channel aloe thalweg
4. , �. ,.
'1—
2
.3
la
3 In-ahannelstructurw ax rff, ,pbo , etap•Faal
ri le• i i a uarcw
05
1
..�
3
d Partials alta of:}traam ttubatrr#tet
�..—_.1
1
2
�
. Acllvalralict floodplain
1.5
1
2
3
9, iAt paa€lienal hers or banchae
0
FACW o 0.75, CBL
2
3
7. Recant atfudol d+oposlts -� _ ...
., p
2
3
S. readout
2
a
9. Grade cpnlro{ . . ...............w...�_ ..-.�..,-.,,,..,. �
..,.,.<- 0
1 -6
10, Natural volloy
0
00 1
1.6
11, Second or groator order dhtmn i
Plg
Yea p 3
WOO ditehis ire rtat Wed; -se --0 In tnanVai
8, ii drolcY (subtotal ■ ]_r _)
12 Preoende of Basallow i 2 3
13. Irort wiftnu baatiria
2.
3
14, Leal 111tet
1 5 _. 05
0
15, Sedlrrtant on plants or debrisO.S
1
1.5
16. qr anis dtxbrig tlras or p$ts
4. , �. ,.
15
17, $041,bosed av aned of HV wuthr idble?
Nrt Yes 13
22. Fish ,�.�...�..�.�._.�,....
C, 1310loav tsubtolal I IL ?
13, Fibrous roots in stroaml; t 3
_
_
19, Rooted u lard pi In a#reambed �TT �3
2
_�
0
-anis
20, falacro bonthos roto divoralty and aburtdanaa . Y
1
2
., 3
21, A ualloMoliuoks1
2
3
22. Fish ,�.�...�..�.�._.�,....
05
1
1.5
23 Crayfish -.
fi 5 .,.
�..—_.1
i,>5�.._._
24. Amphibians .�.._�.,�.___._......,......r.
0.5
1 ..�.
1.5
_
0
S.3
29. Wetland plants fn streambed
FACW o 0.75, CBL
1.5 Other
*Wennisl Ftruama may alio be ident[aad uiing ether methods. Sao p. 35 almanual.
Sketch:
41

r ,
NC [Division of Water Duality-Matflodoiogy for Identification of Intermittent and
Perennial -Streams -and Their Origins v. 4.11
1C DWO Stream Identification Form Version 4.11
Ra1,n7-Ill _
-711�
ProlectfSfte:
s
LAtftude
�G .... _..._�.
Evaluator:
County:• w
Longitude:
Taut Paints:
Slraam Is ,t feast rnrarmrrt,nr
Strom mt"tkenWnatlon (circle one)
other
r�s
t9 Ce ersn,r+al?d'
¢t1a �� rai ntermittent Perennial
r
ep QuadName:
A. Greomofpholog Subtotal -
Absent
weak
lAGde-Mtn
Stron
14 Continuity of Channel bass and brink
0
1
23�
2 �
�
2. Sinuosity of channel along tl;siwa �
0.
- t
2
_.,,�. �-.. ._:
3 tn-Channel structure: ex. n117¢•pool, step-pool,
22. Fish
4.5
1
d le. € sg uence
0.5
# Partudfe size of abeam substrate
24, Ant hiWans
1
2
3
5. Activelralict €land ain
0
-
.2
3
S. geposi#onat bars or benches
0
FACW e- 0,75, OBL = 15
Gti%,er
3
7. Recent w<qurteldepoelts1
T
2
3
8 He,adws
9, Grade tarllrol
1 _
0 s �
2 — s _
1 1.5
14. lfalural valie:
0.5
1,5
11. Stand or renter order channol
-- hlc i). _ry
c� YOP 3
WOW dllcher ire rM ratted, too dl1=41IC , In mangil
S. Hydrol"y (Subtotal - --- i:. )
12. Presence of 13aaoiiow
013 -t)
13 iron oaldtz�ng bactarfe
1iD. Fts;�teld upland plrrnls in atreamlrad 3 2
20.20. Mau oben-ncos {rata dlvaetity Knd sCundanca �
^ . 1 �
�
14. Leaf litter1.3
2 �
A 5
0.
10 Organic debris lines o�l€ea
evidence of high water tabiv7
r ,..��_
05
o
uta 0
_.,,�. �-.. ._:
t.
Yba
C, SiClOOV (Subtotal in 1
18. Nbrous roots In tstivarnbed ��..� �. 3_
013 -t)
D
1iD. Fts;�teld upland plrrnls in atreamlrad 3 2
20.20. Mau oben-ncos {rata dlvaetity Knd sCundanca �
^ . 1 �
�
2 �
3
21. Aquatic Mollusks
1
2
3
22. Fish
4.5
1
1,5
23. Crayfish
0.5
24, Ant hiWans
05
1
1.5
25. N e
0,5
1
1.5
28. Wetland plants in strearnbed
FACW e- 0,75, OBL = 15
Gti%,er
;j
',Nrannlal vroarns may Wto tw ldensi ed unlnq oftr metricGi. Seo p. 33 of manual
Sketch:
41

NC Division of Water Quality —Methodology for Identification of intermittent and f
Perennial Streams and Their Origins v. 4.11
.t lith narearn F{te'nmicatlon irornl % ersiOn a.l t
Gate: Proiict61W
Evrrtarator.s Gaiunty: Icy rl��
Total Points: M'pham
termination (circle one)
srr,,,m,M of(?,Irr rtrerrrrrirsnr Intermittent Perennial
9 Cr romprJ& of x $0'
Latitude.,
Longitude:
Other
a g Quid flame;
A. Geomorphology fSu#tQtasl )
� Absent
Weak
M*deratc �StrQng-�
21 A2uattcMalfueka
22. Fish
i' Cortlinwy at char nei bed and bank
2 Sinuosity of channel ajono thaiwep
4
3
1 5
2
2
3
3
3 In -channel slruclure ex riflfie-pawl, stop -pool,
- RI poniaeguenca
4 Particle We aS atriiti fuE�str�tat
0
_
,_..- �o,r-..74
. r
2
2
3
�
5 Active/rOctllood ain
26 Weiland planta in streambod
t
2
3
6 Repaaltlortal bars or benches0
2
3
7 Runt atlluvlal de{soalts
'
2-
3
6 "@adculat
2
9
B Grado contlop F
IQ Natural valla
11 Second or rester armor channel
hlc
Yes 3
Onalcial ang"01 are mol rala9; "10 alfCualrors Its m4nuatt ..
H. hivdreleev l6ubtalai e & t
12 Presence of I3aacrow (PP
13 Iran oxidizft b4oteua
�..�..,�
ia, LeiSiitta5
6edmant on phinis or dootis
1 2 3
-,
05 q
3 ..
_Gn�W 1515
10 Or anac dobnta lines of ilrgs
17, $otl.bat9ad evidence of high wiles tatble7 1fQ $ 0 yes 3
r. Rinlmnv MR11htellal is Ll t
10 Fitxoun roots it streombed 3
19 Rt7atid tapland�nSu n stre,smbed --. _ ._ _ 3
20 hlacrolboothos inmle dregfr+t{ and
)
�
1
t
0
. 0 .--_
21 A2uattcMalfueka
22. Fish
1 _
05 _
i
1
3
1 5
23 Gab sh
23 Asn hiirians _����—� ,_ _ _ �__._,_.
0.5
5
1 .._.._ _.,.,v.
1
; �
' 5
25 Algae
65
1
1 3
26 Weiland planta in streambod
FACW = 0 75. OBL N 15
Other
'por+mnlal streams rm&,i t:xo txt dtnK*d uslrq other methods See p 35 of manual
Notes:
Sketch
41

NC Division of Water Quality —Methodology for Identification of Intermittent and
Perennial Streams and Their Origins v. 4,11 u-` 4
` t- vi1.v btreAnl weT wic
Date., � -Am 2
f
Evaluator:
Tatai Points:
Siraem is of faasr rnrermrrrarrr
r a 19 or Aerxr301t1 a► r 30'
n Uorm VerSion 4.11 45
PrnjeetfSlte. Latltude:
County: Longitude:
'
S$45,5,eterrnlnatlon�jakcle ane) _ other
pheme a{ Intermittent Perennial e; Quad Nama:
A Geornor I°lology (subtotal, k+� p
Al sent
Weak Moderate
- -
Strong
t'Contlnul of Channel bed and hank
2 Sinuosity of channet nlcn thai•te
0
a
2
2
3
3 In-Oarnef structure. e% r0e-pcAB step-pcol.
li�gil+�Ae31311�t1,>SI�CE:
d particle size At sttearn substrate
0
o
x+ 2
3
5 AcliveJrslicl floodplain
Q 1
1 2
_ _.3 _
ti Copositional trans or benchiv;
0
2
3
T Rotent aituaa.al dopgsitt`
--
1 2
3
8 Headcuts
23 Amphibians
25. Algae ---
1 2.
3
9 �r,ade tcsntrgl
0
1
t 5
FACT,*J = 0 75, CBL = 1 5
Other = tE?
'perennial streamr, may also br identifiedusiq otit r frethode Sao p 35 of manual
Nates:
11 Second or fleater order channel l
� 1 , No #10 Y¢s e 3
'ANOCIai fth" efe not retod; 6e0 di!<GR[r!!Gne in nr,rmM
8- Mvdrralonv ISubtatal a f , a, 1
12 Prssenca a1 Base t4',v
1.. 1 2
3
13 Iron oxidivng bacteria
2
3
14 Leal litter
t D5
Q
15.9sdiment on plants or debris
R Q. 1
15
18 Ar anis d4rrs linea or piles
Q 1
15
1 . gram tssssct ev+dance cst high water trahla r
tsIQ x
`fec
lei:rrilrrilwaia.IMANtr':7��1
18 Fibrqus rants in slrearnbad
3
1
p
1$. Rooted upland elaants in slreaftdd
3
1 —
0
20 klacrobsnthos (naris oyariaX end suix..dirze)
1
2
3
21 Aquatic 41011usks1
2
3
22 Fish
23 Crpxt sh
a 5
05
1
1 - --
1 5
- l 5 �.
23 Amphibians
25. Algae ---
_._ n._
05
D 5]
1
1 5
1 5
28. Wetland plants in streamLed
FACT,*J = 0 75, CBL = 1 5
Other = tE?
'perennial streamr, may also br identifiedusiq otit r frethode Sao p 35 of manual
Nates:
-•----.. __
_...--- ,_w___..
__._..___.__..
Sketch
41

NC DIvision of Water Quality -Methodology for Identification of Intermittent and
Perennial Streams and Their Orinins v, 4.11
NL. vJ i v 7treairn wentincatton t0rm i ersiOn 4.11
[Sate: 7 7// Prq)ectlsite Latitude:
Evaluator: County-, Longitude:
6 J2
Total Paints: Gtr am Determination (clrcle one) tither
Stream is rrfrrazr mtarm,trent �!� pn rai Innen Mont Perennial a p ouad Namd:
if t 19 orGarerma),fa 30'
A. Geomorphology (Subtotal = r)I") - Absent
^Weak
Moderate
strong
t' Continw gr channel trod and bank?
2 ainucei of channel along thaNveg _.....
t
1
_ . 2
2
a
- 3
In-charinol structure, ex rlffia�poof, slop. pool ,
r!R0f.�.P,001 sequence-
d Particte size of stream substrsle 0
z
-
3
3
5 Activsfre0et Rcodptasin 0
}
23
0 DWiltlonal bars or benches T 0
22 Fish
l7 5 _
3
7 Racent agwai deposits
1
23
6 Heasdcuts
1
2
1
_ 3
15
8 Tirade eontroi 0
26 Welltand plants in strearnbed
10. Natural vailtt 0
05
i
11 5acond or prealer order channel Pro �
Yes 3
'snisc#a1 dllehet art not ralrtd, too trltcutar nRn mania!
A Ptudrinknav f5uhtnral d I. 5
12 presence of Oassrow 0` 1
2 3
13 Iron
2 3
14. Lodf fiver1 g
0 5 0
15. $edimant on plants or debris 0
1 15
18 t]r aniG dbbrls linos or Iles a 0 5
45
17. t3tall,txasad i4vlderlCA of high writer{a61a7 No r }
. _. w.s.. L__. _._.�.
_
Yes 3
L'. Hiclesav fSubtotal a: H i
15 Nbrows roots In sirearnbed � � 3
�Q
19. Mooted uplandsante in stroarn red 3
1
20. hla trclmnlhov (Auto diYamt Y and abundance) Q
1
2
3
21 A uauc h1dlluaks
1
2
3
22 Fish
l7 5 _
24 Am hip beano ^ _ _ _
25 Algal . _
05
-0 5
f _ _
15 T
-
26 Welltand plants in strearnbed
FAC V = 0 75,
Oi3L 15 01her �
'perennial streams may aiso be ldenUned using siher mcilvda Seep 35 ar manual
5ketctr
41

NC Division of Water Quality -Methodology for Identification of Intermittent and
Rerenn of Streams and Their Qriains v. 4.11
vw btream iaentaication torn[ ►erstOn4.11
._� J f
Date: fJ '' %r Project1sits f �F r + Latitude:
Evaluator: county` �rvi�{ � Longitudr:
Total Points: StrejacnkRet�erminatlon (circle one) Other
Sf+eam .s of leesf infertnr7ferrf Ephemera}
if i 30' InteCmtttent Perennial a Q Quad Plnma:
f t IQ a+ onn►nfrrn7 e
A. Geomorphology (Subtotal- ._ f ' `'�. ?
F—Absent
Week
hladamie - --Strong
. _
1' C4nllnuri c f channel bed and bank
0
#
'�] � �
3
2 — 3
2 Sinuosi of atong thal,e p� _
3 In-ehannst structure ex riftl,e.poot, step pool.
ti�•ggl �aquenee!
d 6riwe size of stream substrate
`�
1
1'
2
2
5 Actfvelt•alict ftt odplain
0
)
ry
2 3
6 Dopox ltlonal burs or benehe1
2
3
2 9
7 Fecont aflwiial depGSrls
_0 S
S
2 3
0 Hoadcuta
051
.W
2 3
9 .Cuadra control
24 Amphibians
15
10 t�aturtal vplto
15
25. AIM
1 5
it &scpnd pr greater order et?anngl
Nt
Yds 3
pe 4041 d40ai of r rat mind %t,u sf;KCue; n3 in fngnuol
R NvArnlnnv eQ. rhfnral . 1
12 Prerarim of page flow `
2 T3
13 Iron o*idii 1n -q bacteria
1! teal litter
tri Sediment on plants or dons
t
0
10 Rooted upland Plants In slreramhed
3
05
s
16 Car ,tnic dobris lines or piles
0
_.-rr�_T
1
1 5
17 $0-44340 ovidence of high water tabla?
No
s ft
Yeri
2
r: Hinlnnv fRithtntai a L-1 1
1B Fibrous mels In stroii mbdd
3
t
0
10 Rooted upland Plants In slreramhed
3
�+
1
is
— —_ ._ .,-,.-a.�.n.......•..4.,...,-..---.,-_
20, 413Grrataon1hos (note diverts,[ and a#urSdanco)
_.-rr�_T
1
3
21, A vatic Mollusks
1
2
3
22 Fish _
_0 S
_ 1
15
23 CrWyfish
051
.W
_
_
f.5
24 Amphibians
05
1
15
25. AIM
05
1
1 5 —
26 Wetland plants in strearrlbed
FACW = D 75,
OB = 15 Other
.parennial MmAms may also be Idenlifkcd using serer rrethode arse p 35 at manual
[Votes:
Sketch.
41

t� ,` §-� �.• ,,:���'i.".',.� a#. lar 4'• %jy � v{. �
WS w
•.. of � r"`TrY�:". .:'�9.' :.1��',�i �{' `��'+`.' � ; !' y. �� _
41
i -"A Little .!_ ry A- ry �$�. :� �s./J, rs�b�«'F t " "�• `� r1 '��.���.,a .i r' .. �
-m ler
Creek
�iF a � '"Y � � t M^,. .�tr • s w y v } 1'� � ��Mya,' In IIS
AC sYAl
Ok
vor
+ �yt•' = M J � f .l--�v#s 'ti'„%'�P ..... _ y � � #r �i• r � •�� ,� A A
r+ r•JF
MAN, 4
o
r14
i � �V �, I..A � - fJ w'a I ij' MjF'� • _ i . Y
r
}
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d r
'v

It
IV
�. % fl - "/ .fes �� /• -
t � ��'� r.:� �.,.� � y' 11°tom r• -- � ,' �f/
.,.• 'ir�•f �,� '� „wry.,•' �:` r '��i �lr I r'9 �� © �.. "1
,g5'I`L �' ••� 55� ! -yam •�.�r .h
,'4, lir D l y�•r � � r j �yr .+�
! 'I
••-�' ?( � '"•� Imo. � � ` �"J, ,_+._�y 1t .�r � � � ��� �� � #'
Project Number: Map Title: N
xXXX o ago 500 760 1 roan
Project Manager: USGS Map
SB Bristol Tract Feet
Scale: Wake County, NC
Source:
Soil & Environmental Consultants, PA
Date: Wake County Solt Survey H6..fI— .A �,�H�,�,,;D,.��.-,,,.»U.�•F.,q*),��,
7/9/15-- Sheet 73 °°m

Statement of Mitigation Credit Availability
Bass Mountain Mitigation Bank
March 22, 2017
Mr, James Lastinger
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Availability of Compensatory Stream Mitigation Credits
Project: Woodbury
We are providing this letter in accordance with 33 CFR §332.8(r), to confirm that 463.4 Stream
Mitigation Credits (Credits) from the Bass Mountain Mitigation Bank (Bank) are currently
available and all or a portion may be used, once transferred, for compensatory mitigation relative
to the Woodbury project, and as proposed by Pulte Florae Company, LLC (Applicant).
The Applicant may ultimately purchase the Credits, if they are available, following Permit issuance.
Should the Applicant purchase the Credits at that time, we will complete and execute the
Compensatory Mitigation Responsibility Transfer Form (Transfer Form) within five (5) days of
receipt of the full purchase price..
We will additionally provide copies of the completed and executed Transfer Form to the Applicant,
the Bank's US Army Corps (USAGE) Project Manager and, if needed, other regulatory agencies, In
addition, we will provide USACE with an updated copy of the Bank's Ledger, reflecting the
transaction. Transaction information in the updated Bank Ledger will include relevant Permit and
Applicant information as well as the number and resource type of the debited Credits,
Should your office have any questions, please contact me at 919.334.9123.
Sincerely,
Tffani Bylow
Restoration Systems, LLC
1101 Haynes St., Suite 211 - Raleigh, NC 27604 • www.restorationsystems.com • Ph 919.755.9490 • Fx 919.755.9492

Mitigation Services
ENVMONMENTAL QUAL I TY
Chris Raughley
Pulte Homme Company, LLC
1225 Crescent Green Dr., Ste. 250
Project: Woodbury
ROY COOPER
rP v,?,Foix
MICHAEL S. REGAN
Sucreltw,
March 22, 2017
Expiration of Acceptance: September 22, 2017
County, Wake
The purpose of this letter is to notify you that the NCDEQ Divislon of Mitigation Services (DMS) is willing to accept
payment for compensatory relitigation for Impacts associated with the above referenced project as indicated in the
table below. Please dote that this decision does not assure that participatlon in the DMS in -lieu fee mltlgatlon
program will be approved by the permlt Issuing agencies as mitigation for project Impacts. it Is the responsibility
of the applicant to contact permitting agencies to determine If payment to the DMS will be approved. You must
also oomply with all other state, federal or focal government permits, regulations or authorizations associated with
the proposed activity Including G,S, § 143-214.11.
This acceptance Is valid for six months from the date of this letter and Is not transferable, If we have not
received s copy of the issued 404 Permit/401 CertificationfCAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibillty to send copies of the permits to DMS. Once DMS
receives a copy of the permlt(s) an invoice will be issued based on the required mitigation In that permit and
payment must be made prior to conducting the authorized work. The amount of the In -lieu fee to be paid by an
applicant Is calculated based upon the Fee Schedule and policies fisted on the QMS website.
Based on the information supplied by you In your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact
amounts shown below,
Stream (feet) Wetlands (acres)
River
CU Location
Basin
($-digit HUC)
impact
Gape Fear
03030002
Stream (feet) Wetlands (acres)
i
Buffer 11
.)
(Sq.Ft.j
Cold Cool
Warm Ri arian
Non-Rl orian
Coastal Marsha
7(8q.
0
Up to 0.302
0
0 -"�
0
Upon receipt of payment, DIMS will take responsibiilty for providing the compensatory mitigation. The mitigation
will be performed In accordance with the in -Lieu Fee Program instrument dated July 28, 2090 and 15A NCAC
02B .0295 as applicable. Thank you for your Interest in the DMS in -lieu fee mitigation program, If you have any
questions or need additional Information, please contact Kelly Williams at [phone].
cc: 'Debbie Shirley, agent
Sincerely,
&S -
Jas. Stanfill
Asse anagernent Supervisor
State of Nodh Carolina I Environmental Quality Mitigation Services
1552 Mail Service Center i Raleigh, NC 27699-1652 i 217 W. Jones Street, Suite 3000
919 707 8976 T

NORTH CAROLINA DEPARTMENT OF NATURAL ANIS CULTURAL RESOURCES
Pat McCrory Bryan Gossage Susan Kiuttx
Governor Executive Director Secretary
Clean Water Managennent Trust Fund
1,4114Pil: 011MD it
December 17, 2015
Elias Ruhl
F&R
316 Hubert Street
Raleigh, NC 27603
eruhl a@fa ndr.cam
RE: Bristol Property, 66T-0239
Dear Elias Ruhl:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources from our database that have been compiled for the project referenced
above.
A query of the 'NCNHP database, based on the project area mapped with your request, indicates that there
are no records for rare species, important natural communities, natural areas, or conservation/managed
areas within the proposed project boundary.
The attached 'Potential Occurrences' table summarizes rare species and natural communities that have
been documented within a ane -mite radius of the property boundary. The proximity of these records
suggests that these natural heritage elements may potentially be present in the project area if suitable
habitat exists and is included for reference. Please note that although there may be no documentation of
natural heritage elements within the project boundary, it does not imply or confirm their absence; the area
may not have been surveyed. The results of this query should not be substituted for site-specific surveys
where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records. Tables of natural areas and conservation/managed area within a one -mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning,
project review, and scientific research, and are not intended for use as the primary criteria for regulatory
decisions. Information provided by the NCNHP database may not be published without prior written
notification to the NCNHP, and the NCNHP must be credited as an information source in these publications.
Mals of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), or Federally -listed species are documented near the
project area.
Thank you for your inquiry. If you have questions regarding the information provided in this letter or need
additional assistance, please contact John Finnegan at 1ohn.finneaanBncdenr.gov or 919.767.8634.
Sincerely,
NC Natural Heritage Program
Page 1 of 3

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North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Pat McCrory
Secretary Susan Mum
January 5, 2016
Elias Kuhl
Froehling & Robertson, Inc.
310 Hubert Street
Raleigh, NC 27603-2302
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Bristol Property Subdivision, 2521 New Hill ©live Chapel Road, New Hill, F&R 66T-4239-0001,
Wake County, ER 15-2823
Dear Mr. Ruhl:
Thank you for your letter of December 15, 2015, concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or
environinenta1,rev iew ncdcr,Soy. In all future communication concerning this project, please cite the
above referenced tracking number.
Sincerely,
60VII Ramona M. Bartos
Location 109 East Jones Street, Raleigh NC 27601 Ala iling Add rens: 4617 Mail Service Center, Raleigh NC. 276994617 Telephone/FaY: [phone]/807-6599

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2

NC Stream Assessment Method
Wooddu
Flour (4) Stream
Road Crossi
ngs

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
USACE AID # NCDWR #:
INSTRUCTIONS. Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area)..
PROJECT/SITE INFORMATION:
1. Project name (if any): Bristol Tract 2. Date of evaluation: 311/17
3. Applicantlowner name: Pulte Homes I Multiple 4. Assessor name/organization: S&EC - Bob Zarzecki
5. County: Wake S. Nearest named water body
7. River basin- Gape Fear on USGS 7,5 -minute quad: Little Heaver Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): New Hill Quadrangle
STREAM INFORMATION: (depth and width can be approximations)
9, Site number (show on attached map): Impact D 10. Length of assessment reach evaluated (feet): +/-175
11. Channel depth from bed (in riffle, if present) to top of bank (feet): .25 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 3.5 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ❑Perennial flow ZIntermittent flow EE] Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15, NC SAM Zone: ❑ Mountains (M) ® Piedmont (P) ❑ inner Coastal Plain (1) ❑ Outer Coastal Plain (p)
16. Estimated geomorphic ❑A�, �B
valley shape (skip for
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip ❑Size 1 (= 0.1 miz) ❑Size 2 (0.1 to < 0.5 mil) ❑Size 3 (0.5 to e 5 mit) []Size 4 (y 5 mit)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:.
18, Were regulatory considerations evaluated? ❑Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ZWater Supply Watershed (01 Oil ❑ill ZFV ❑V)
❑Essential Fish Habitat []Primary Nursery Area ❑ High Quality Waters/Outstanding Resource Waters
❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish ❑303(d) List ❑LAMA Area of Environmentai Concern (AEC)
El Documented presence of a federal and/or state listed protected species within the assessment area_
List species:
E] Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch' section or attached? ❑Yes [--]No
1. Channel Water —assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
®A Water throughout assessment reach.
0 No flow, water in pools only.
❑C No water in assessment reach.
2. Evidence of Flow Restriction — assessment reach metric
❑A At least 1 D% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
❑B Not A
3. Feature Pattern —assessment reach metric
❑A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑B Not A
4. Feature Longitudinal Profile—assessment reach metric
❑A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances),
❑ B Not A
5. Signs of Active Instability — assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel dawn -cutting (head -cut), active widening, and artificial hardening (such as concrete, gab -ion, rip -rap).
®A < 10% of channel unstable
❑B 10 to 25% of channel unstable
❑C a 25% of channel unstable

6. Streamside Area Interaction - strearr sic a area rr etric
Cc nsiden for the Left Bank ilUB) and t1f e F light Bank (RB).
LB RB
®A ®A Lit11El an no evidence of Boric itions it al adversely afflecl reference inienaetion
❑B [IIB MOCEirale e�icence of aanc itions (examrlleer. benms, levees, down-eclting, clgrad aIion, credgirig: that EIC earse ly affect
rellenenee interaction (1exarri limited streamside area access, disnuptiori ofillood flows ihnoLgt alneamside area, leaky
an iritenm itlenl bulk teac s, causeways wiilf floodplain (onslnieiiari, m inor c ilat Ing (1iric[c c ing rr asgl, Ila diichirig])
❑C ❑C Exi ensive evidence of acnc itions 'If all adversely afieat rEifenerieEi irilanaction (lit le is no floodrllain/intertic al aorie access
[examrlles: causewayswill f floodplain anc chanriEil aarisiriction, bL11,feads, relaining walls, fill, stream inei:iion, diEirupIion
of flood floe is It nau gh streiamside anew] or Sao much flood plairi/irdertidal aanEi access [examples: imclau ridrr Eirits, intensive
mosquito ditching]) on floodrllairi/iriiertidal zones unnalurall} absent or assessment reach is a man-made feature an an
interslream divide
7. W aten QL ality Slnessc us - assessm erill reach/intertidal zone rr etric
Clheak all that apply.
❑A ❑isealcned wafer in strearr on interlic al aorie ilmilky white, It IL e, LnnaiILnal waien c iscolonation, oil steen, stream 11aam)
0 E 13xc I%e sedirrONalian (bLrylirig of sl ream features air iriiertidal zone)
❑C Naticiitle anicence of poll ulanil discharges entering IfEi assessment neact arc causing a waIEir quality problem
❑D C c or (n at including nEll L nal S Iilic El o ars;
❑B Current putlisHed an collected data indicating regraded walen clualiiy in 1tEi assessment reach. Cite sounce in "Notes/.ketch"
secs ian.
OF Livestock with access 11e strearr or inter is al carie
❑C. Ebcessive algae in sineam on intEirical carie
OF DEigraded irri vegetation in tt a irilarlidal zone (1nemoval, t L ming, requlan rrswing, destruclicri, etc(
❑I Ctter: ile>plain tri "Notesil3ketet"section)
J Citfle 16 ria silressons - --
8. Fecent WEathEir-wallersted metric 11skip far Tidal Marsh Streams'
For Size 'I or 2 silrearrs, ❑'I drougfi ar higl er is eonsidened ci dnct,gt 1; fon Siae 3 ar 4 screams, II c rOL gNt or t ighen is considenEic a dnot gt I.
❑A Droughi coriditions and no rainfall or rainfall not exceeding 1 inat within the last 48 houns
08 Dnoughi aanc itions and rainfall exceeding 'I inat within tt e Iasi 48 H ours
®C No draught aondilions
9. Large c Dangerous Stream - assessmEint reach metric
❑Yes ®No Is stream is too large or dariclerous I as:iess? If Yes, skirl to Metric 13 (e Ineamside Area Ground S urface Condition).
1(I. Natunalln-sireamHabitatTypos- assessmenlreachmetric
ICIa. ❑Yes ®No Degraded in-strearr tatilai over maJariiy of the assessmeril react (lexamples of sinessors irialLde excessive
sedimeriiaiion, mining, excavation, iri-sineam hardening 11for example, rip -rayl], neaeril dredging, and snagging,
(evali. aIle for Siae 4 Cciastal Plain strearrs only, tt en skip ilo Metnic 12)
'10t. CII all llhat occur (loccuii,s if > 50% aavenagEi cif assessment react;
(skip for Slize 4 Coastal Plain strearris)
❑AI
NIi Itiple agcaiic rnacrophyles anc agUllio mosses
R .
OF
5% oysters on otter nait,nal hand boIIoms
(inalcce IiverAiorls, licfens, and algal mats;
:9 e
❑C
Sctmell is agcaiicvegetation
®B
ML11iple sticks and/or leaf packs and/or emercleriil
g �',
El
Low -lice nefugia (pools;
eegetaiiariN
Ell
Sand bottorr
®C
Mcliiple snags and logs (1iricduding lap trees;
t M
❑J
1% vertiaal tarik along ite marst
®D
9% undencut banks and/cr rood mats and/or rams
U 2
❑K
Little or ria hatiiat
iri tariks exterid lo ite normal wetted rlffirrien
El Ell
L idle or ne t at ital
QUESTIONS AIRS NOT ARRLIICABLE FOR TIDAL IVAII !IT FSAME 1****A*****'****'
'I1. Bedforrr and SIL bstrale - assessment reach rr etric (skip fon Size 4 Cleiastal III streams and Tical 1I Streams)
'I 'l a. ❑Yes ®No Is assessmeni rEiact in a natural sand -bed 9lIIEiarr3 (skip fon Coastal Rlain streams)
111 Bedform evalt fled. Check She approprialle bOX(les,.
®AI Riffle-n.ri section (evaluate 11 c)
®B Pool-glice sEiation (evaluate 11 c'
E1 Natl ral t Etc Harm absent ilsk ip to N etric '1 1, Aquatic III
11 c. In riffle secilions, at eek all Ihat acts n t Blow if a norm al AlEiited parimeiler of tf a assessmeril neaef - wt ett Eir on riot 91, t merger . Cheak
at least ones box in eact naw (skip for Size 4 Coastal Plain streams and Tidal Marst Streams'. Not Rre:ient (1NP' = abseril, Rare
JR; = r1iieseni but < 10%, C amrnon (C = > 10-40%, At L ndant ilAl; _ = 40-70%, Pnedomineiril (P; _ > aCl%. Cumu latfve percentages
Elf OL Id roll exceed 100% star each assessment react.
NR R C A P
® ❑ ❑ ❑ ❑ Bedrock) sapnoliia
® ❑ ❑ ❑ ❑ Boulder 256 - 2 096 rr m)
® ❑ ❑ ❑ ❑ Cobble (64 - 156 mm)
❑ ❑ ❑ ❑ ® Gnavel (2 - 64 mm;
❑ ❑ ❑ ❑ ® S anc (1.062 - 3 nI
❑I ®l 0 ❑ ❑ S ilb clay (1` CI.062 m m'
❑ ❑ ❑ ❑ ® ❑einfius
® ❑ ❑ ❑ ❑ Arlificial drip -rap, conanete, etc.)
VIc. ❑YEis BINci Ane pools fillet wilt Widiment? (1skip for Siae 4 Coasilal Rlain streams and Tic al 1I Sltnearrs;

12. Aquatic Ulfe — assessm ant react metnic ijsikip liar Nidal Marsh E Creams)
12a. ElYes F] No Vias an in-siream aquatic life assess rr enl periorrr ed as described in ate Lsen Marival
If No, select one of the fallowing reasons and sk ip lo Melnie 13. ❑No Water ❑Clihen:
121J. ®Yes ❑No Are aqalie ongariisrrs pneseril in the assessrrerrl neaeh illeok in rifilles, rlools, then snags;? If Yes, check all Thai
aptly. If No, skirl to Metric 13.
>'I Numbens cnen columns realer to "inc ividuals" for Size 1 and J streams and "laxa" ilon S ize 3 and 4 screams.
® ❑Adu 11 1lnogs
❑ ❑Aquatic rep'liles
EI ❑Aquatic rraenoptytes aric agLatic mosses Qinelude liverworts, lichens, aric algal rrais)
❑ ❑Beelles
❑ ❑Caddisfly larvae 1111,
❑ ❑Asiari cilarr (Corbiculla;
❑ ®C rL siacean (isopcic damph irlod/enayfish/sli rirr p;
❑ ❑Elarrselllly and dragonfly larvae
❑ ❑Elipllerans
❑ ❑Mayfly laRiae (E;
❑ ❑Megalcplera (alcadly, fishfly, dobsordly larvae)
EI ❑Midges/rr osgL ito larviae
EI ❑Masgc ito fish (Gambusia' on rr LC minnaws (Umbra Fygmaaa�
❑ ❑MILsselailClarra incl Corbkmla)
❑ ❑Otterfish
❑ EIS alarraridensliadpales
❑ ❑Snails
❑- - SStonefl) larvae -(IR)
❑ ❑Tipulic larvae
❑ ❑Worms/leeches
13. Slreamside Area Ground S urfacia Cc nditien — streamside area rra9ric (sk ip fc r Nidal Marsh Streams and B valley types;
C ensider for the Lefil Banti (LB) and the Right Bank 1jRB; . Corisic er staracle carlaeiiy wish regarc tc tolh m art ank flow aric upland « nofil.
LB RB
®A ®PI L Title or no altenalion 1e waien slorage capacity ever a rrajority of the alrearrside area
❑B ❑B Moderate alleralieri to wafer sloracle carlacily over a majority of 1t a strearrsice anea
❑C ❑CI Severe alienation lo wai enstorage earlaci 1y m er a rr ajonity of the slrazimside area (exarr pies: c ilehes, fill, soil compaction,
li�eistockdislLnbance, tuilcings, rran-rrade levees, drainiagepiFpes;
14. E 11 rearnside Area V%alelr Stc rage — streamside arca rrelrie (skip for Size 1 <itreams, Nidal Marst Streams, and B valley types;
Cc nsider far thei Lefil Bank QL B; and the Right Bank QRIB) cf 11he streamiside area.
LB RB
❑A ❑A Majority of strearrsice area wish depnessicns able to pond wafer>_ 6 inches deers
EIB EIB Majcrily of strearrsice anea wish c epnessions able t(i Acrid waier 3 io 6 inches deep
®C ®C Mqdrily of strearrsice anea with c epresisions able le Flanc waien < 3 inches deer)
15. Wetland Presence — streamside area metric Qskip for Nidal Marst Streams;
Consider fc r tliei Left Bank ill -B) anc the Flight Bank ilRB; . ❑e not carisiden wellarids CIL aside of the sireamside area or within th a normal
weitec rlenirreter of assessrrenil reach.
LB RB
❑Y ❑Y Are weilaric s pnesent in the slneamsice anea?
®N ®N
16. Baseflow Ccintribltors — asses<irrieint react melric (skip for Slize 4 sllreams zinc Tidal Marsh Streams)
Check all centnilJL tors within the assessrr ent react or within view of and draining to 11he assessment reach.
®A Streams aric don springs Qurisidictional disctanges;
®B Poric ei (ireluc a wel detention basins; de not include sediment tasins or dry ceiention basins)
❑C 0bs1n ciien passirig flow during low -flow penioc s within th a assessment anea (beaver c arr, leaky dam, t eitorr -release c am, weir'
®❑ Evicence cif bank searlage cr sweating (iron in water inc icates seepages;
®E Stream t EIC on bank sail reic a cec (1dicl ihrol gt derlcsilec sedimerii if pneseril)
❑F Ncrie of ate atme
11 Baseflow Detractors — assessment area mietnic 11skip for Nidal Mansh Sltrearr s;
C t eck all that zip ply.
❑A Bviderice of st,tstantial water withdnawals frcrr tte assessrr ent neach (incluceis areas a>cavated llor Fhmp installation;
❑B Cltsiruction rich passirig flow ct ririg low -flow periods afibating!It ei assessrrenl react Qex: walertigtl carr, sac irreril (eposii)
El Urban sil ream (> 24% irr pervious sLd2ce for walershec;
El 11 Bvicence ital ilhe strearr sic e anea has been rrec ified rest thing in accelerated cnairiage into the assessmerii reach
0 A: eassment neact relocated to valley edge
®F None of the above
18. Shading — assessment neach metric Qsk ip for llic al Marsh Streams;
Corisic er aspect. Clonsider "leaf --on" condiiien.
®A Stream : t ac ing is appropriate for strearr ealegorM 1jrray inclt.c ei garls associated will natural processes;
El ❑egraded (exarrple: scaltered frees)
EIC Stream s h ac ing is gcrie er langely absent

19. Buffer WidtY—strearrside area metric Is kip for Tidal Marsh Ell reams)
Clonsic er "vegEdated l ffer" and "wooded buffed' separately for let bank QLB) and night ban N (RE) starting at the tcip of Hank out
to tY a 1lirst break.
Vegetated Woodec
LB RB LB RB
®A ®PI ®A ®A >_ 'I OCI feewic a an extEinc a 10 Y Ei edge oil i Y a watersH ed
1:18 ❑B 1:18 ❑B Fnarr 50 a < 'ICICI feet wice
❑CI ❑CI ❑CI ❑CI Fnarn 30 1a < 50 fail wide
❑❑ ❑D ❑❑ ❑❑ Fnom 10 10 < 30 feel wide
❑E ❑E ❑E ❑E < 10 sleet �A ide or rio trees
W. Buffer Sltnucture —stnearr side area metric i1skip for Tlicial Marsh Sllrearr s)
Consider for left barik QLB) and rigtt bank (RB) for Metrics 19 ("'vegetated" B11.ffar Widlh).
LB RB
®PI ®A Matl re forest
❑B ❑B Non -mature Haody vegeialion on moc ified vegelaiian struC'ILre
❑CI ❑CI HerbaceOl. s vegeta ion with or without a strip of trees < '10 feai wide
❑D ❑D Mairilained shrubs
❑E ❑E Litile on no vagalaiian
21. Buffer Sltrassons — stnearr side area rn etric I1skip for Tidal Marsh Sltrearr s;
Check all appropriate boxes for left banN (LB; and right bank IRB;. Indiciate if listed slressar abLis stream QAbuts;, toes rot abLi but is
wilhin 30 feet of slrearr 4< 30 feel;, or is between 30 io 50 feel of stnearr (30-50 feai).
If riorie of the follcwing stressors cccurs ori either banN, check Y ere and skip to Metric 212:
Abuts < 30 feel 30-5CI feel
LB--- REI LB -R8 LB -R8
❑A ❑A ❑A ❑A ❑A ❑A Row craps
❑B ❑B ❑B ❑B ❑B ❑B Maintained lL d
❑CI ❑C ❑C ❑C ❑C ❑C Rasture iIno livealaak)/aan-mercial horticulture
❑q ❑D ❑D ❑D ❑D ❑D Rasture ijaalive livestock use)
22. Stem Density — sil rearrside area metric Qskip for Tlidal Marsh Sltrearrs)
Clonsider for left Harik (L Bj and right bank iJRBJ for Metric 19 Q"Woodec" Blffar WidlY ).
LB RB
®A ®A Medium io higY s err derisily
❑s ❑8 Low stem density
❑CI EIC No wooded ripaniari bLffer an piedamirantly hent aaaaua speoias on, bare gnaL rid
23. Continuity c f Vegetated Ruffen — streamside area metria (skip far Tlidal Marsh Sllrearr`-i)
Consider whetY er �agalated buffEni is aanliruous along slneam i1parallal, . Bneaks are aiii lacking vegetaliori > ICI ileal m ide.
LB RB
®A ®A The inial leriglh of l it bneaks is < 29 pencerii.
❑B ❑8 THe total leriglh of bLffar bneaks is YElMeari 29 aric 5CI pencent.
❑C ❑C TH e Total IengtH of buffer breaks is -- 50 pencent.
214. Vegetative Corrpcsition —streamside area mEtlric (skip fon Tidal Marsh Sltrearr s)
Illale Te carririant �egEiiation wilhir 'I CIO sleet of eaaY barik on 'Io the edge of 1Ya waienshed (whiaFa�en Corr es fist] as it cioniribules la
asses:imeril rEiacll Y at ital.
LB RB
®A ®A Vegelaliari is ClIC19EI io Lridisl!Lnbec iri species present and lYEiir praportionsi. Lowen strata composed of nalNa species,
wii riori-nalNEi in\asNa species absent an,ij ie.
F1 EI ❑B Vagaiaiiari irciciales cistLrtance iri terms of species divensity or prarlariicirs, but is slill largely aompo;ied of rialNa
sFlaaies. phis may irialuce comml.riities of weecy nalNe SFIEI(iie;i'lYai cmalop after clean -acting on clearing or
aammunilies with nori-native imasAe aj ieaies j isEiri, but real domiriarii, char a large porion of the expected :itraia or
ciammunities missing Lricarsloryl Y ui retaining canorly times.
❑CI ❑C Vegetation is severely disturbed iri terms of eipecies divensity ar pnapariiaris. Mafuia aaricipy is ataEiril an torrmuriiJAS
wish nori-riaiive invasive species domiriarii over a large portion of expected Grata or ciommLriiias corri posed of planed
stands all non-cli araclemisliC sclaciies cut Comet nities iriapproprialely ciari-pasac of a single spaaies an no vegetation.
25. Conductivity — assessm ant reach metric Ilskip for all Coastal Plairi stream s)
29a. ❑YEis ®No Was cariducli%ily rraaslrEirrerii recorded?
If No, selectl cine a1I1Ya following neasciris. []No Water ❑Oiher.
28t. CITeak lYe box aannesponc ing io tY a aonc t cilivily meast, nement i11.ruts of mianosiemens per aerimelEir .
❑P <z6 ❑B 4EI to < E17 ❑C 61 to < 719 ❑D 791a < 230 ❑E > XICl
Nales, ketaY

Draft NC SAM Stream Retircl Sheet
Accicmcaniesl Usei Manual Version 2.1
Slirearr Site Name BriMal -nnacd Date of Assessment 3/1/17
Stream Category Rail Assessors Narre/Ongani2ation E1818C - Bok Zanzeaki
Notes o1 Fie Id As:ie ssmerit Fonm (Y/N) NO
Rresence of regulaioryl considerations ilY)N; YBSI
Additional strearr inforrr atiorij9L pplementary rreasL ren- enis included (Y/Nj
NC SIAM feature type Ijperennial, intenmitteril, Tidal Marsh Slirearr ) Inteurritierit
USACE/
NCDWR
Funotiori Class Rating Slum mary
All Streams
Inieirmittent
Q1; Fycrology
HIGH
HIGH
(2; Baseflow
HIGH
HIGH
(2) Flooc Flow
HIGH
HIGH
113) Slinsarrsite Area Attenuation
FIGH
HIGH
Q4; Floodplain Access
HIGH
HIGH
14; Woodec Fiparian BL filer
HIGH
HIGH
- (4;_Mior.-otopcgraKlhy.. ..
LOW,
LOW ,_...._.
Q3; Sttresirr Stability
HIGH
HIGH
(4; Channel Stability
HIGH
HIGH
(4; Sec iment Transport
LOW
LIOW
(4) Stream Geomorphalog}
HIGH
H, IGH
(2; Strearr/Intertidal Zane Intenaci ion
NA
NA
(21 Longitudinal -nidal Flow
NA
NA
(2: Tidal Marsh Stream Stability
NA
NA
113; Tidal Marsh Channel Slatility
NA
NA
Q3; Tidal Marsh Stream Geomorphology
NA
NPI
Q1; Waten Quality
HIGH
HIGH
(2) Baseflow
HIGH
HIGH
(2) Sltrean- sic e Area Vegetation
HIGH
HIGH
1131 Upland Ralklarit Filination
HIGH
HIGH
113; -Ihern- onegulation
HIGH
HIGH
(2) Indiaaiors of Stressors
NO
N C
(2) Aquaiio Life -blenance
HIGH
NA
Aja; Inilerticial Zone Filination
NA
NA
(-I; Habitat
HIGH
HIGH
112) Iri-:iinearr Fabital
MEDIUM
MEDIUM
(13; Baseflow
HIGH
HIGH
Q3; Substrate
LOW
HOW
Q3; Strearr Stability
HIGH
HIGH
(3; In-strearr Habitat
HIGIH
HIGH
Qa; Sltrearr-side Fabiiai
HIGIH
HIGH
(3; Strearr-•side Habitat
HIGH
HIGH
(3; TheurroregLlatian
HIGIH
HIGH
Q2`, -tical Mansh Iri-scream Fat itai
NA
NPI
(3) Flow Restriolian
NA
NPI
(3) -tidal Mansh Stream Stability
NPI
NPI
114; Tidal Marsh Channel Slatility
NPI
NA
14; Tidal Marsh Stream Geamaurltolo%
NPI
NA
(31 Tidal Mar:ih In -stream Hat:iiat
NPI
NA
12) Iritertic al Gone
NA
NA
C�erall
HIGH
HIGH

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
USAGE AID #: NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached maga, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECTISITE INFORMATION:
1. Project name (if any): Bristol Tract 2. Date of evaluation_ 3/1117
3. Applicanflowner name: Pulte Homes / Multiple 4. Assessor name/organization: S&EC - Bob Zarzecki
5. County: Wake 6. Nearest named water body
7. River basin: Cape Fear on USGS 7.5 -minute quad: Little Beaver Creek
S. Site coordinates (decimal degrees, at lower end of assessment reach): New Hill Quadrangle
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Impact E 10. Length of assessment reach evaluated (feet): +/-175
11. Channel depth from bed (in riffle, if present) to top of bank (feet): .25 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 3 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ❑Perennial flow ®Intermittent flow ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: ❑ Mountains (M) M Piedmont (P) ❑ Inner Coastal 'Plain (I) ❑ Outer Coastal Plain (0)
16. Estimated geamarphic ❑A J �B
valley shape (skip for
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip []Size 1 ({ 0.1 mix) ❑Size 2 (0.1 to < 0,5 mix) ❑Size 3 (0.5 to c 5 mix) ❑Size 4 (! 5 mit)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:.
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
[]Section 10 water ❑Classified Trout Waters [gWaterSuppiy Watershed (❑l ❑II ❑III C]lV ❑V)
❑'Essential Fish Habitat ❑Primary Nursery Area ❑ High Quality Watersl©utstanding Resource Waters
❑Publicly owned property ONCOWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish ❑303(d) List ❑CAMA Area of Environmental Concern (AEC)
El Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
❑Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? FlYes F_1No
1. Channel Water —assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
RA Water throughout assessment reach.
❑B No flow, water in pools only.
❑C No water in assessment reach,
2. Evidence of Flow Restriction — assessment reach metric
❑A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
EB Not A
3. Feature Pattern --assessment reach metric
❑A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
❑t3 Not A
4. Feature Longitudinal Profile — assessment reach metric
❑A Majority of assessment reach has a substantially altered stream profile (examples: channel dawn -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
XB Not A
5. Signs of Active Instability — assessment reach metric
Consider oNy current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
❑A < 10% of channel unstable
❑B 10 to 25% of channel unstable
❑C ? 25% of channel unstable

Streamside Area Interaction - strearrside area rretria
Cc nsider far the Left Bank 111i anc the Right Bank (IRB).
LB RE
®A ®A Litllei an no evidence of coridiliens that ac verseily aflecI rel hence inrlenaction
❑B ❑B MCICEirale evicence of concilionis IJEDarrples: benrris, lavaes, dowri-cr.tIirg, aggracaiiari, dneccling) it al advensely afileci
railenence interacliori (examples: limited strearrside area access, disnuption ailfloac flows tt rough slrearrside area, IElaky
an intern itlenl bulk heacs, eacseways wish floodplain aonsliiclian, minor ditching I[includirig rrosgLilo ditct ingl'
❑C ❑C Exlersive evidence of cionc ikons Ital adversely afileat rafenencie irilenaction (little to no floodplain/inlarlidal zone access
[exarr ii causeways wilt illaadplain anc channel eansiriction, bol, teaca, nelaining walls, dill, Eflnearri incision, disnu rlliari
of flood illcm s it nau gt sinearrsic a area] an lac rr u ct floodplain/iritertidal zone access lexarri ples: impou me meriis, irilensive
rrosqu ito dili irig]) on floodplain/inter is al zone a nnaturaIly absent or assEissrri ent react is a rri an-rrade facto re on ari
intersiream divide
7. W ateu Qr, ality S lnessc us - assessrr erdl raaah/i rill ertidal zc ne rr etric
C heck all that apply.
❑A ❑isaaloned wafer in slnElarr on intEiriical acne (#milky white, tlue, LrinaiLHal walercisaaloralion, oil steers, sineam 11oamJ
❑B Bxcessive sedin'Eiriiaticiri (burying of strearr features cir intertidal zone)
❑C Naticeatle El%icence of pollularil disahanges entering It assessment neaat and cau:iing a waien qualily problem
❑D Ccor(rict incUirig rialunal si.lilide ocans)
❑E Current pr.tli:ited an aallectec data incicaling degraded waien quality in ltEr assessment react. CitEi aourcE1 in °Nodes/SkElct"
seciiari.
❑F Livestock with access la stneam or inlErrliUll 2orie
❑G B2cessNe algae in slnearr on inlErrlical zonEi
OF ❑egraded rrarst vegetation in 11'e inlerticial zonEr (removal, t L ming, re(lulan rrawing, destIl Cdlori, Ella)
❑I Otter. ile>plain in °No'IEMISketat" section)
J L iltle Io ria slrassans -- -
8. Recent Weather - watershed rr etric I1skirl for Tic al Marst Strearr s'
For Size'I or 2 :itrearrs, ❑'I drougtt an higl'Eir is aorsidered a dncu g11 1; fon S ice 3 ar 4 slrearrs, ❑,I c nacgt 1 or tigher is conEiidened a drougtt.
❑A Dnougti conditions and no rainfall or nainfall not exceeding 1 mat wilt in the [as 1 48 hours
❑B Dnoughl ciciriditions and rainfall exceeding 'I incl- within tte lasl 48 houns
®C No draught roar ilions
9. Large c n Dangerous E tream - assessrr ant reach metric
❑Yes ®No Is scream is too large ar danclerous to assess'i til Yes, skirl to Metric 1`d (Slneamside Area Ground Scriace Cor,dilionj .
10. Natunallr-silneamHabitatTypes- assassmentreaahrretric
10a. ❑Yei:i ®No ❑egraced in-strearr hatiiai over majority of the assesamaril raaat (#examples of siressors inclLce excessive
sadirreniation, rririing, excavatiori, in -shear- handering ]for example, nirl-reirl], necierl dredging, anc snagging;
(Ievalr aile for Site 4 CcasilEd Rlain strearrs only, t1en skip to Metric 12)
'I Ob. CIN eck all that occL r Ilaecuns if > 5% acivenaga of assessment react;
(sk ip f r Size 4 Coastal Plain strEram s)
❑P
Multiple agcEli io macrophyies and aqLEli ia mosses❑F
5% oysters on often natural hard bollorrs
(inch ce liverworts, lieten:r, and algal mats;
F M
❑G
EiLtrrengErc aquEiliavegeta9ian
EB
Mu 11 iple sticks and/or leaf packs and,lar err arclen l
❑F
Law -'lice nefugia (pools;
vecletaiiari
C
R
Sarid bollam.
❑C
Mulliple snags and logs (#including lap 111ElEl9;
rM
El
9°i° ver seal tank along the marst
[ZD
5% undenaut banks and/or raal mats and/ar «arils
c 2
❑K
Little or rice habitat
in banks extEind is tte norn-al wetled perimElen
❑B
Litila ar no tabital
**REMAI NING 0UEE'Ill ONE ARB N OTI .4 R R L ICA 13L E FORIIIDAL MARSH EIIRBAMS —"***
11. Bedfcrm and S ubstrate - assassrr ent reach rr atria (skip fc r E ize 4 Ccasilal Fila in streams and Tic al Marsh Streams)
11 a. ❑les ®No Is asse:isrreni react in a natural sand-bec straz i Qskip fcn Ccasilal Rlain streams)
I'I b. Bedform evallalec. Check llhe appropriaila bcx(Ies;.
FC P Riffle -run secrtion (evaluate 11c)
F B Pool -glide saclien (evaluate 11c;
❑C Natu ral bedfanm abient 11sk ip tc Metric '17, A qL all ici Life)
'I'I a. In nifflEr secs ions, at eck all it al aciaL n t Eilow the norm al wElted rlerim etar of It a assessrr aril nEiaat - wt elt er on nal sc t rrengEic . Clheak
at least ane tax in east raw (skip for Eize 4 Coastal Plain strearrs and Nidal Marst Streams;. Not Present (NP' = abserii, Rars
(RI = rJOErsaril but < 10%, Carrrrion (C) _ > 10-40%, Abundard (A; _ > z 0-70%, Rneclaminarl (P; _ > 710%. Curr ulative percentages
shot Id riot exceed 100% for each assessment neaat.
NP R C A P
E ❑ ❑ ❑ ❑ Eedrocldsarlralitc
® ❑ ❑ ❑ ❑ Bciu Iden (256 - 4096 rr rr)
❑ ® ❑ ❑ ❑ Cobble (64 - 256 m rr,'
❑ ❑ ❑ ❑ ® Gnavel (2 - Ek mm'
❑ ❑ C ❑ ® E and 1#.062 - 2 mmJ
❑ ❑ ® ❑ ❑ Eilbclay iI< CI.06'I mm'
❑ ❑ ❑ ❑ ® Delniius
® ❑ ❑ ❑ ❑ Artificial (rip -rap, ciancii ie, etc.)
11d. ❑Yes ®No Are pacts fillet wilt sec imeni i (sk irl for 8iae 4 Coastal Plain streams and Nidal Marsh Stnean-s;

12. Aquatia Life - assessment reach metric Ijskip for Tidal Marsh Sltreams)
12a. ®YEis ❑No Was an in -stream aquatic life assessment perrionmed as dElsanibed iri Ito UsErr Manual%r
tilNo, selEKII one of theilollowirig reasoris and aNip io Melnicl'13. [INo Water ❑Oiten:
121 ®Yes ❑Na Are aquatic organisms pneserit iri the assessrrent nea(F 11look in riffles, pools, '11i snags;%I If Yes, (heck all Itai
apply. If No, skip t( Meiric 1:1.
1 >1 Numb era oven colr,mns rEtllen la "iric ividu ala" for Size 1 and 2 streams and "taxa" fan E ize 3 and 4 sineams.
❑ ®Ac ult frogs
❑ ❑Aqu atic nepiiles
❑ ❑AgLatic macrophytes aric agialicl mosses (Iinclude INEimiorts, IiohEins, and algal ma'is)
❑ ❑BEIEIilEI:I
❑ ❑Cac disfly larvae (IT;
❑ ❑Asian clam (Conbice/a;
❑ ®Clnuslaceari(isopod)lamphiriod/curayfish/ahrirrcl;
❑ ❑Damselfly and c ragordly larvae
❑ ❑Dirlienaris
❑ ❑Mayfly larriae (E;
❑ ❑MegaloFliena (aldElrlly, fishfly, dobsonfly larvae)
❑ ❑N idges/ri HO IarvlaEr
❑ ❑NasqL ito fish ijGambusia; or MLC minnows (Umbra pylgrraea,
❑ ❑MlsselsdClams i1n(1 ClorbicWi
❑ ❑CTerfish
❑ ❑Salarraridersliadpoles
❑ ❑SriaiN
- EStonefly-larviae (P;
❑ ❑Tipulic IarvaEl
❑ ❑Worrrs/leeches
13. Stnearr:ride Area Ground Surface Cc ndition - strearr side area metric Qskip for Tidal Marsh Sltreams and B valley tyfleSl
Consider for the Lefil Banti illi and the Right Bank IjRB;. Consic er storage aapacitly "ill- regand to t ctlh ovErrt ank flow and upland runofl.
LB RB
ASIA ®AI L iftle or na alienatiori to walen slorage capacity rn er a majonity cif the aneamside area
❑B ❑B Modenate Ell Ieraiian to wafer sl oracle aarlaci1y oven a mai y of the strEiarrside area
EIC 0 Severe allenatiori to walen slonage Ilim Err a majoniiy of th a strEramsic a area Qexampies: c dares, fill, soil compacrtion,
INestock dill L nbarioe, k u ilc irigs, rr an-rr ade levees, c rainagEr pipes;
14. SMreamside Area Waller Storage-strearrside arca mell ria (ship fon SiM 1 streams, Tidal Marsh Streams, and B valley tyrIes)
C c resider for the Leflt Bank QL B] and the Right Bank )IRB; of 11 he stream side area.
LB RB
❑A ❑A Majority of streamsic a area wiif depnessiarns at le to pond water > 6 it ch es c eep
❑B [:1B Ma,jori1y of strearr sic a anew wish depnessiions able to pond walErr 3 la 6 inches c eep
®IC IZI C N a.jariIy of strew msic a anea wish c epres sioris able to porid wader < 3 irict es deep
1E. Wetland Presence - slrearriside area rr etric IIskip for Tidal Marsh Sltrearris]
Consideu fk r tP a Left Banti (LB) and tt a Right Bank ilRB] . Do riai considen wetlands ou isic Er of 11-e sineamsidEi anea or wilt in the nonmal
wetted KlEurirrelen of assessmeni reach.
LB RB
❑Y ❑Y Are \nEli lanca pneserd in 11-e Stlli Ei ani
®N ®N
16. Basef low Cantrit utons - assersarr ent reach rr ellria (skip fc in Slize 4 streams and Nidal Marsf Streams)
ChElck all contnibutons witl- in the assElssrr ent reach or within viElw of and draining to the assessment react.
®A S1lreamsaric,l(r:ipririgeourisdiationaidiscrhaluElS;
®B Por ds (include wet detention basiris; da rict includEr sedimerii basins or drys deienlion basins)
❑CI Obsta clian passing flow duririg Icw-flow penicc s within the assessment area (Ibeaven c am, leaky c am, t oitom-release dam, weir'
NO Evicerice of bank seerlage or sweatirig (inori in water inc icatea seepage)
®e Stream tee an bank soil rec uced i1cig ihnougt dElfICHIlElc sedirreni if FlrE i)
Fin N or ei ail tt a at avEI
1 a. Baseflow Detnaclors - assessrrerit areia metria (skip for Tlidal Marsh 81reams)
Check all i hat apply.
❑A Evidence of sutsiantial waterwiihdnawals from the assErssment neaah (iri kcle,i areas examaied far pump installaliori'
❑B CibsinLction mot passirig flow c uring low -flow penicc s affocrting the assessment leach (ex: walEirtighi cam, sec iri dept ii;
❑C Unkan stream (= 24% irr pervious su rlace flon walersi
❑D Evidercie 1i the streamsic a area has been rroc ified resu Iting in accefenaled c rainagEr info ire assesamerit neacrh
❑E Assiessrrierd reacrh nelaaaied la valley edge
®F Norie of the above
18. S hading - assessrr (int react metric ijskip for Vidal Marsh Strearrs;
Consider aispecrt. C omiiden "leaf -ori" aoric iiiari.
®AI Sineam sill adirig is appropriate flonsirearri craieg(ryl ijmay iri duce gaps assooiaied with nalunal pnoceases'
❑B DEignadec (example: scaliened frees)
❑CI Sineam shat ing is clone ar IargEliy atseril

151. Buffer Width - streamsidEi area rretric (skip for Nidal Marsh EItreams
Considem "vegetated buffer" and "wooded bufiler" separately fem lef11 bank (LB; and right bank illi starling at the loip cf bank out
to the first break.
VegetalEid Waoc ed
LB RB LB RB
®A ®A ®A ®A >_ 100 ileei wide or extends la th a Etc ge of tl- a walensl-ed
❑B ❑B ❑B ❑B Fnom 5010 < 100 11 wide
❑C ❑C EIC ❑C Frorn :ICI to < 9(I feet wic e
❑D ❑D ❑DI ❑D Frorn 'I Cl to < 3(I feet wic e
❑E ❑E ❑E ❑E < 'ICI feet wice ar no Vnees
2a. Buffer Stri ature -stream side area metria (skip for llidal Marsh E treams;
Consider for lelt
bank (LB; and right Hank illi for Metric 19 Q"Vegallailad" Buffer Width'.
LB
RB
®A
®A
Mal Lnefarasi
❑B
❑B
Non-rrUILrEiwoac}vegelationorrriodifiacvegEiiatioristrL dure
❑C
❑C
F-Eirt aceous vegelalieri will- or wiilY aui a atnip cd frees < 101eet wide
❑D
❑D
Mairilairied sl- n ba
❑E
❑E
Liltle or no vegelaiiori
21. Buffer Etressorsi - strearr side area rr etria (sk ip for llic al Marsh E treams)
Cl- eck all approipriale boxes fcir left bank (LB) anc night bank (136). Inc icale A IIStEIC stnE119s01 abuts sl iam (At WEI), daes not at ut til is
within 30 iIE Eil of sirearri (< 30 foal), on is bebnlEieri :ICI to 90 leel cif aneam 30-50 feel).
If ncine of the fcillowing silressors occurs cin either banN, check hare and skip tc Meilrio 22:
Abuts < 310 leet 30-50 feel
LB - RB LE- -RE - - -LEI _ .RB _ -
❑A ❑A ❑A ❑A ❑A ❑A Row auoFls
❑B ❑B ❑B ❑B ❑B ❑B Mainlairied ILri
❑C ❑C ❑C ❑C ❑C ❑C Rastu re (ria livasioak)/aammercial horticu ItL rEl
❑D ❑EI ❑D ❑D ❑D ❑D Rasture (active liveslcok use)
22. Stem Density - dreary side area metric Qskip for Tidal Marsh StrEiarr sj
Consider lc r left bank (LB; and righil bank illi for Metric 19 Q"Wooded" ElLfier Widthj.
LB RB
®A ®A Medium io higt stem derisily
❑B ❑B Low siem c ensity
❑C ❑CI No wooded riparian t c fter or pnedaminarrlly hent aciaaus speaiEis on bare groc rid
23. Ccritinuiily oil Vegellaled Ruffen-streamside arca metric (skip forTidal Marsh Ellrearrs)
Considenwihe'Iher �egelated buffer is continuous along sAeam (parallEil; . Breaks are areas lacking vegetaliori > 'I (I feel wide.
LB FIB
®A ®A The fatal lerigih of bL fler t weak s is < 29 penaerii.
❑B ❑B The total lerigih of bLfiler tneaks is tctWeEin 29 aric 5CI penceril.
❑C ❑CI T11 e total length of bLffEir breaks is -- 5CI percent.
24. Vegetative Cc m positic ri - strearr side area rr Enlric (skip for Nidal Marsh E treams',
EvalLalle Il-ei dorriiriant %egEflaiian will-iri 100 ileel of each karik on to the edge all ll -e wialeushed (wl- ial- e%er conies ilinst; as it aanirit ides to
assessmanl reach t at ita1.
LB RB
®A ®A Vegelaiiari is close to Lncis11101tec in species present and tYeir proportions. Lawiar strata camposed of nativEi species,
witt riari-rialivEi irivasivEi species abserit cr spanse.
❑B ❑B VEigeliaiian inc icates disturbance in ienms of scleaies dNensiiy on proportions, but is Gill largely composed of rialive
spocies. -1 is may include communities of weecy native species Cal develacl after clean-aulting cm alEiaririg or
oommuniiies wish riarrnalNo irivaaivEi scleaies present, but not cominani, over a large portion of REI Ei>Flaoled strata or
cammunilies missing uridersiaryl but netairiincj aarnapy trees.
❑C ❑C Vegelatiori is sevenely disturbed in ienms of species di%arsiiy or Klroportions. Mature canopy is absent or aammiLnilies
will- pori-rialINa iri%aai%a 9F10aies daminanit aver a IargEi paiftion oil e>Flealed straiia an comms nilies camposed of planes
stands oil non-chanaateris'lia species or rani nities inappuapriailely composed of a single species or rio vegetation.
25. Cenducilhity- assessrrent reach mailric (skip for all Cciaslal Alain streams;
29a. ❑Yes ®No Was conduativit) measurememl reconded;i
If No, selEioi one ofll-a following reasons. ❑No "aien ❑Otter:
29t. CIYErak the bax aarrEisFloridirig to the come ucli%lily meats remanl (units ail micrasieni pen cenlimelen).
CIA < 46 ❑B 46 la < 67 ❑C 6710 < 79 ❑D 791o<230 ❑E > 230
Notes/S ketch

Drafi NC SAM SltrEam Rating Sheet
Accompanies UsEr Mainual Mershon 2.1
Sltrearr Slile Names Bristol Tract Date olAssessmerit 1311,1117
Stream Category Rb2 Assessor Nam ejlOrganizalion S&BC - Bob ZanzecrHi
Notes oil Fielc Assessm ent Form QY/N; NCI
Rresence of regulatory considenalions (YEN) NO
Additional strearr information/supplerrentaryl measunerrent:r inCILdec ilY/N;
N C SIANI ileatL re type (perennial, inierrr ittent, T6dal Mansl- Stream' Intern ittent
LSACE/
NCIDWR
Runction Class Rating Summary
All Streams
Intermittent
ill) Hydnology
HIGH
HIGH
Qa; Baseflow
HIGH
HIGH
q2; Flood Rlow
HIGH
HIGH
(3; Stream side Anea Atteni. ation
HIGH
HIGH
(4) Floodplain Access
HIGH
HIGH
(4) Wooded Riglanian Buffer
HIGH
HIGH
_114.)._MicrotoagoaphY ___ -
- ..__ NA ._ - -
- -NA_ —
113) Sltrearr Sltability
HIGH
HIGH
114) Clharinel Slatility
HIGH
HIGH
Q4; Sledirrent-nrarisporl
LOW
LOW
(14; Stream Gearrorpl-olagy
HIGH
HIGH
(1a; Sltnearr,llriteriic al Zone Interaction
NA
NA
02) LongiiLdirial Tic al Flow
NA
NA
02) flit al Marsl- Sltrearr Sltabiliiy
NA
NA
(3) Tidal Marsh CIIlannel Statility
NA
NA
(3) Tidal Marsh Sltrearri Georriorpholacy
NA
NA
11; WalerQuality
HIGH
HIGH
(2; Baseflow
HIGH
HIGH
(2; Streamside Area Vegetatian
HIGH
HIGH
(3) Uplanc RollLlant Filinalion
HIGH
HIGH
(3) ltlherrr onegulatiori
HIGH
HIGH
(2) Iridicators of Stressors
NO
NO
(2) Aquatic Life 7alenance
HIGH
NA
112' Inkirtical Zone Filiriation
NA
NA
Habitat
LOW
HIGH
112) In-sirearr Habitat
LOW
MEDIUM
Q3; Baseflow
HIGH
HIGH
Q3; SLbstrate
LOW
LOW
Q3; Sltrearr Sltabiliiy
HIGH
HIGH
Q3; In-strearr Fabitat
MEIDILM
HIGH
Qa; Stream -side Habilat
HIGH
HIGH
Q3; Strearr-side Habitat
HIGH
HIGH
(3; ThenmciregL latian
HIGH
HIGH
Q2) Vital Marsh In -scream Hatitai
NA
NA
(3) Flow Restrictliori
NA
NA
(3) Tidal Marsh Sltraam Slat ility
NA
NA
14; Tidal MarsF Cl annEil Sltabilily
NA
NA
(14: Tidal Marsh Stream Geomonprology
NA
NA
(31 Tidal Marsh In -s hieam Habitat
NA
NA
(2) Intertic al aorie
NA
NA
Overall
HIGH
HIGH

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2.1
USACE AID A NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USGS 7.5 -minute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant.
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECTISITE INFORMATION.
1. Project name (if any): Bristol Tract 2. Date of evaluation. 311117
3. Applicant/owner name: Pulte Homes / Multiple 4. Assessor name/organization: 5&EC - Bob Zarzecki
5, County: Wake 6, Nearest named water body
7. River basin: Cape Fear on USGS 75 -minute quad: Little Beaver Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): New Hill Quadrangle
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Impact F 10. Length of assessment reach evaluated (feet): +1- 156
11. Channel depth from bed (in riffle, if present) to top of bank (feat): .25 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 3 13. Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ❑Perennial flow OIntermittent flow ❑Nidal Marsh Stream
STREAM CATEGORY INFORMATION:
15. NC SAM Zone: ❑ Mountains (M) ❑ Piedmont (P) ❑ Inner Coastal Plain (1) ❑ Outer Coastal Plain (0)
16. Estimated geomorphic ❑A� 1../ ®B
valley shape (skip for
Tidal Marsh Stream): (more sinuous stream, flatter valley slope) (less sinuous stream, steeper valley slope)
17. Watershed size: (skip ❑Size 1 (< 0.1 miz) ®Size 2 (0.1 to < 0.5 miz) []Size 3 (0.5 to < 5 mi?) ❑Size 4 (? 5 mil)
for Tidal Marsh Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ❑Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters ❑Water Supply Watershed (01 ❑I1 ❑111 ®IV ❑V)
❑Essential Fish Habitat ❑ Prima ry Nursery Area ❑ High Quality Waters/Outstanding Resource Waters
❑Publicly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish ❑303(d) List ❑LAMA Area of Environmental Concern (AEC)
❑Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
❑Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? MYes 7INo
1. Channel Water—assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
❑A Water throughout assessment reach.
❑S No flow, water in pools only.
❑C No water in assessment reach.
2. Evidence of Flow Restriction — assessment reach metric
®A At Least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or filI to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples. undersized or perched culverts, causeways that constrict the channel, tidal gates, debris jams,
beaver dams).
❑B Not A
3. Feature Pattern -- assessment reach metric
❑A A majority of the assessment reach has altered pattern (examples. straightening, modification above or below culvert).
216 Not A
4. Feature Longitudinal Profile—assessment reach metric
EA Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
❑B Not
5. Signs of Active Instability — assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
❑A < 10% of channel unstable
❑B 10 to 25% of channel unstable
®C -� 25% of channel unstable

6. Streamside Ar ea Interaction - stream side area rr etric
Consider for the Left Bank illi and the Fight Eank (RB).
L9 R9
®A ®A Litile cm no evideriae of aoric ilions Ital adversely aftlect reference intEriaotion
0 ❑B Mac erase e� is ence of aanc itions (exarr pies: t Emrrs, levees, down-c!u Iting, aggrad ation, c rEic girig ; that ac vEirsely aftlect
relleneriae interacliari (lexamples: limited slreamside area aacess, disruption of illaad flows ihnougt sineamside area, leaky
or iritenmitlerl bulkheac s, causeways wilt flooc rllairi cons trial iari, rr inor c itching [irclu c ing masqu ila diichirig])
❑C ❑C ExteinsivEi EK is ence of aanc itions It all ad�eiii affactl ref(rEiriee in lemation (lit le to no floodplain/intEirtic al zarie aacess
[exarr riles: causeways wilt floodplain and ahanriel aarisiriatiori, tulkteac s, rElaining walls, fill, slneam inaisiori, disruption
of flood illai s It nau gH strearr side area] or too much float plairdiriierticial aerie access [examples: ini ridrr ents, intensive
mosquito ditct irig]) on floodFllairi/irlertidal aarie unnaiunally absent or assessment reach is a man-made feature an an
iniersilneam c ivide
7. Waten Qu ality Sllhiessors - assessrr erit reach/intertidal zone metric
Cheak all that arlply.
❑A ❑isecloned water in stream on interlic at aarie (Imilky while, t lue, u ririaiu ral waien c iscoloration, oil Steen, sineam faam)
❑B Excessive sec imerlaiion (Ill rMiri9 oil scream feaiuties or irilertidal zone,'
❑C INotiaeat le evidence of pollular1 disahangEis erilering the assessment neaat aric causing a wafer quality problem
❑D Ocor (lricl including rialuial sulllice ocars;
❑E Current PL t lishedi an c!allected data indicating cegradec wafer quality in It assessment reach. Cite source in "ll kelch"
sec'lian.
❑F Livestock wish acoess la stnearr or interic al 2arie
❑G E rcessive algae in slneam on intertic al aarie!
❑I- Degraded miarat vegelation in the inlEirlidal aarie Qnemoval, t urriing, regular rrcrwirig, destruaiici eta)
❑I Ctter: (explain in "Notes/S k etct " seation)
J Little to no sfressaiis
S. Recenl Weather -watershed metric tlskip for Nidal Marsh sltncamsl
For Size 'I or 2 streams, 01 drought an higt er is aarisiderec a c raught; tion E iaEi 3 or 4 sineams, ❑,I c rcu qhl or t ighen is considerEic a dnougt 1.
❑A Drougt'I coriditioris and no rainfall or rainfall not Eixaeec ing 1 inch wilt iri the last 48 hours
El El Dnougt 1 coriditions and rainfall exceeding 'I inat wiihiri the last 48 houns
Z C No drougti aanc itions
9. Large on Dangerous Stream - assessrrent reach mel ria
❑Yes ®Na Is slneam is too large or c arigerous la assess? III Yes, skirl to Metric 18 (JE 'irearrsica Area Ground E u rtaae Condition;.
10. Natural Iri-�itrearn Habitat hypes - assessrr en11 r eiaah rr etric
10a. ❑Yesi ®No Degraded in-strearr tatilai over rra'ority of the assessmEirl react (lexamples of sireseiors inaluce excessive
sec imeriiaiiori, rr iriirig, exCia�aiiori, in-strearri hardening Ifor example, nip -rap], reaeni dredging, and snaggirig)
Qffi a1u ate for Size 4 Coastal Plairi dreary s only, then skip to Metuic 12)
10b. CIN eck all that occur Qaaou its if > 5% aa%(nage cd assessmeril react; (sk ip for Size 4 Cloastal Rlairi strearr sl
❑AI
Multiple aqualia macrophyl(s aric aqu alio mosses❑F
5% oysters on otter riatural hand botiams
(irialuce liverwors, licit ens, and algal mats;
a E
❑G
SLtmengeic aquaiie vegetation
®B
Multiple slicks and/or leaf packs and/or emergent
41 °;
OF
Law-Iice nelugia (pools;
vegelailion
y s
Ell
Saric boilam
❑CI
Mu Itipla snags aric lags Qinaluding lap trees;
s' rt
❑J
5% vertical lark alcrig the ni
®❑
5% und(ncut banks and/or reol mats and/or roots
c 2
❑K
Little or ria tatiiai
in banks extend 'la tt a riorrr al welted perirr eler
❑E
Little an no tabitat
***' * ************'**** ********PoBMA11NING QU1387110NS ARS NCITARRLICIAEL0 FOR lIIDAL MAIRS H EMR13AMSI**********'**­************
11. Bedform and Elutstrate-assessrr e r I reach metria Iskirl for Size 4 Coast al Fill n streams and Tidal Marsh Streams!
11 a. ❑Yes ®No Is assesamerii react in a riatural sand-t(c stream? (skip for Coastal Plain streams)
11 b. Becformi evaluaiec . Check the appropriate boxilEisl .
OA Riffle -run seclicri (evaluate 1'la)
EB Pool -glide section (evaluate 'I'l dj
❑CI Natural bedfarm absent ilskirl to Metric 12, Aqu atia L ife)
11 ci. In nifille sections, ct eck all 1t a1 oacu it below it a normal welted perimeter of tt a asses:imerl n(aet - wt eft er on ricl su bmergec . Check
at least one box in each row (skip for Elize 4 Coastal Rlairi stneams and Nidal Mardi Streams;. Not Present (INFO; = absent, Flare
(JR) = preseni tui < '0%, Carr mor (C) = > 10-4CI%o, Aburicarii (A; _ = 0-70%, Rnedaminari (R; _ = 71(1%. Cumulative percerlages
should not exceed '100% far each assessmerit react .
N R C A R
❑ ❑ ® ❑ ❑ Bednock/sarlralite
® ❑ ❑ ❑ ❑ Boulder 1259 - 4096 mm)
❑ ❑ ❑ ® ❑ Cot t le QEh - 256 ni
❑ ❑ ❑ ❑ ® Gna�el (I2 - E14 mm'
❑ ❑ ❑ ❑ ® E and 11.063 - 2 mm)
❑ ❑ ❑ ® ❑ E ilt clay (< 0. Oil mm'
❑ ❑ ❑ ❑ ® Detrilus
® ❑ ❑ ❑ ❑ Artificial (Jrip-nap, acirweie, eta.)
11d. ❑Yes ®No Are riaals filled wilt sediment? 11skip for Slize 4 Coastal Plain streams and Tidal Marsh Sltrearrs'

121. Aquatic LJife — assEissmerill neach metric Qskip ilor Tlicial Marsh S ilreams;
'12a. ®Yes ❑No Was an in -scream aquatic life assessment clarionmed as cElsanitec in t1`e UsElr Manual?
If No, selElci one of tli a following reasoris and skip ici Meanie '13. ❑No "ater ❑011`911:
12b. ®Yes ❑1`e Are aquatic organisms preserit in the assessment raac1` illook in rifillas, pools, it9n snags;? If Yes, aleck all t1 a0
apply. If No, skip ie Metric 13.
1 >1 N urr t ers ci�en columns nefen ie "iric ividi.ala" for Sia9 'I and 2 screams and "1a�ia" fan Size 3 and 4 sineeims.
❑ ❑Adult frogs
❑ ❑Aquatic narlciles
❑ ❑Aquatic macrop1`ytes anc agcalia mosses Qinalude INEIMieirls, IiCi[Elns, avid algal mals)
❑ ❑BEWIEIs
❑ ❑Caddisfly larvae QT
❑ ❑Asian clam (Coribicitfa;
❑ ®C 111.slaceari(isopoc/amphirlac/enayfish/strirrrl.
❑ ❑C amselily and c ragonfly larvae
❑ ❑❑irlienaris
❑ ❑Mayfly laNiae (E;
❑ ❑Megalorliena (ald9rily, fishfl}, dobsorifly larvae)
❑ ❑Midges/ri iia IaNiaEi
❑ ❑Masgt. ite fish (Gambusia; or MLC minnawa (Umbria pY19maea,
❑ ❑MLsseN/Clams i1nei Conbiacial
® ❑Ctterfish
❑ ❑Salarrarideraliadclalea
❑ ❑Slnails
- ❑- ❑Stonefly-larveia QR;
❑ ❑Tipulic larvae
❑ ❑Worms/leeches
13. Ell ream side Area Gnourid Surface Condition — stream side area metric Qskip for Tlidal Marsh Sllreams and B valley types]
C ensic er f or the Lefll Banti (ILS) and the Right Bank QRB] . Carisic er storage eapaciiy \A it regard to k ac1` avElrt ank flow and c chant runaff.
LB RB
®A ®A Lillie orria allenaliori is walen siorage capaeiiy eR er a rrajonity e1111`Ei slueamside area
❑B 08 Modenate all9raiieri to walar slaracle earlacity oven a majoriiy of tic a slreamside area
❑C ❑C Severe alienation io walen storage eapacily m ar a ma.jonily a l the streamsic EI area (lexamples: c fiat aa, fill, soil corr pacilien,
li\9stock di;dcnbanae, t uildirigs, m<in-made levees, c rainag9 picle:l,
14. Stream side Area Wal Eir Storage —stream side area mall rici (skip fcr Side 1 streams, Nidal Marsh Stream s, and B valley types)
Cc insider fon the L efcl Bank IILB) and the Right Bank QRB] of the stream side area.
LB REI
❑A ❑A Majority of streamsice area wilt depnessiens at le io poric water >_ 6 inches ceep
❑B ❑B MEljori1y of streamsice ansa wish depressians able to pond waier3la 6 inches ceep
®Cl ®C Majerily of straamsic 9 anea with c epressions able to Eland wafer < 3 inch es c cep
15. Wetland Presence — streamside area m etric IIsN ip 1 or Nidal Mansh Eltrearr s)
Censider Ior thea Left Bank (LB) and tta Right Bank iIRB). Do real consider wetlands oulsice all ate slneamsida anea or wilt in the normal
wElited pGrinlel9n cif assessment reach.
L 8 R8
❑Y ❑1' Are weilarlca Flueserd in the alneamsica anaa;l
ON ON
'I El. Baseflow C oninibutors — assEissrr ent react mailric (skip fcn Size 4 streams and Tidal Marsh Streams)
Ct eck all coniiiibutc lis witt in the assessrr ent reach or within view of and draining to the assessrr Elnt react.
®A Ellneams anc /cir springs (jurisdictional discal- angea;
®B Flonds Qiriclude wet datentiori basins; cla riot include sedirraril basiris or dry delariiien tasiris;
❑CI Otstruclicin classing flow duririg low -flow penia ei wiihiri the a;i;lessmerit area Qtea�en dam, leaky c am, t oitom-release dam, weir)
®❑ E\ is ence of bank seepage or sweating (inon iri water indicates seepage)
®E Sinearri bed ar bank soil rec ueed I1c ig IhnoLgt d9rlosilElc sec ini if proaaril;
❑F None oftteatova
17. Baseflow Detractors — assessrr ant area m ethic (skip for Nidal Marsh Streams)
Check all that aflply.
❑A E� is ence 01 31. t siantial water wiitdnawals from the assessmerii raaat Qinelc c es aneas exam ated far rlL mci installaiicn'
❑B Obstrc ciien not passing flow c uring low -flow peniec s affaci incl the assessment neach (ex: walariigf I c am, sac ini derlesit;
❑O U rt an stream Q- 24% impervious 91. riace ilon waiarst edl
❑❑ Evidence that the strear is a arca 1 -as been modified resultirig in aeeelaraied drainage irdo 11`9 assessment react
❑E Assessm9rii react neleeaied W valley edge
®F Ncirecif iteabcve
18. Sit ading — assessrr ent react metric I1skip for Tidal Marsh SltrEiarr 9]
Clonsiden asrlecl. Consider "leaf -on" aonc iiiciri.
❑A Stream shadi rig is appropniate ilon scream ealegaryl (may inelu deg aps assaciiaced with riaiu nal pnocesses;
®B Deg11ac ed QEixamplEe scatiened meas)
El Stream shading is gone cir largely atseril

1g. Buffen Wicth - strElarr side area metric ilskip ilor Nidal Marsh SI1lreams)
Consider "vegetated buffer" anc "woodec t uil separately for IEifil k anH (LB; arid right bank IlRIB; starling ai the top of k anH out
to tt a first break.
Vege fated W oodEic
L B RB L B Ria
A ®A ® A ®A = 'I CICI feet wic a an extends la 'I t e ac ge of tt e v menet ec
El ❑B ❑B ❑B From 50 to < 'I CICI feet wide
❑CI ❑CI ❑C ❑C From 30 1a < 50 feel wice
❑❑ ❑❑ El 11 El 11 Fram 10 4a < 30 feai wice
❑E ❑E ❑E ❑E <'10 Il wide or no inees
20. Buffen Ell ruatu rE - si reamside anea melric (skip fon 1lical Marsh Streams;
Clorisider flop left banes JLB) and right barik ll for Metric 19 ("Vegei ai ed" Buffer V1lidtt
LB RB
®A ®A Mall ure fanesll
❑B ❑B Nari-maii:newoody vegetaliari or moc lies vegetation strnCIL ne
❑C ❑C I-Eultaaeous %egeiation with orwilltCIL i a aliirl of inees < 10 feEtl wide
❑D ❑D Mairliairied St In. t s
❑E ❑E Liitle or ria vegelation
21. Buffer StrEssors - streamside area IT ei ria (skip fon 11ic al Marsh Stieamis;
Check all app nopriale boxes 1bn Iefil bank ill -B) and night bank (RB). Indicate if listed stresson abets stream (At urs), does not abut t L I is
within 30 IIE Eli of stream (< 30 feEtl), on is t Ell 30 to 90 fleet of sineam (30-50 feel,.
If none of the fc lipwing si ressors occl. rs on either banes, cl here anc skip to Metric 22:
At uts < 30 fleet 30-50 fElEl1
-- - LB----RB------LB-- RE - -LB RB -- - - - -- -- --- - --- - -- - -=- -
❑A ❑A ❑A ❑A ❑A ❑A Raw anops
❑B ❑a ❑B ❑B ❑B ❑B MairliairledILd
❑C ❑C ❑C ❑C ❑C ❑C Plasture Frio livesioak)/aarrimercial tarticullure
El ❑D ❑D ❑D ❑D ❑D Rastl re (Jacltive livestock use)
22. Stem Dens ity - silreamiside area metric I1skip ibr Tidal Mansh Sltnearr s)
Consider 11or left bank QL B; and righl bank QRB; for Metnic 19 Q"Wooded" Buffer Width).
LB RB
®A ®P Medium lo higt sterri density
❑a ❑B Low ;11Elm density
❑C ❑CI No wooded ripanian t Lfller on pnedaminantly tent aceous srlecies on bane ground
23. Cc ntinuity oft Vegetated Buffen streamside area meflria (skip fdn Nidal Marsh Streams)
ConsicElrwtethen Vegeiaied bLiffer is caritinuous along stnearri (parallel). Bneaks ane areas lacking vegelation > 10 feel wide.
LB RB
❑A ❑A 11te loial IEirigVt of t L filer t nEiak s is < 25 rIffcierii.
®B ®B lite laial IEirigit of tLfiler tnEiaks is teMElen 39 and 90 KIWCEirill.
❑CI ❑CI The inial lenclilt of buffer tneaks is -- 9CI penaenl.
24. \� egetative Clomposilic n - stuciamside area mel ria QsH ip ilor Tic al Marsh Sltnaarr s;
B3 aluatEi the domirani vageiaiiari v itt in 100 feEtl of east t ank ar to It El ec ge of the waterst ec Iw t ict ever names firsi, as ii can9nibutes to
assessment neact habitat.
LB RB
®A ®A Vegetation is close to L ridisiL rt ed in species pneseni and ihein pnopantioris. Lower strata aomFlasec ail native specifies,
wish non-native invasive srleclies atsEini or sparse.
❑B ❑B Vegetation iridiaates disiurbariae in ienm:i all srlecies civersib ar pnopariioris, tt i is still largely uamFlasEic oil native
species. Tti;i may includEl uammuniliEls ail wEiedy native species that develop afien alEiar-cutting ar clearing an
commLnilies wilt non-native invasive species preserit, tLI real dominant, open a lange pairliar OilitEl EPpacied sinata on
comms nines missing undensloryl bl.t neiaining canopy inees.
❑C ❑C Vegetaiiari is sEhellel) c i:dultec in 1Ie11mis of SrIElaies c iveraity an pnopartiars. MaiLae canopy is absent or corrirrL cities
with non-native invasive arlecies c omiinant M Elr a large rlori iori of expeciElc siraia or aammunities campasec clil plantErc
:itaric s of pari -at aracilenistic spe0l on communities inappropriately clampasec of a single speciElS or rio vegEliation.
29. Conc ucti% ity - assessmerit peach m etricl (sH ip ilon all Coastal Alain stnearrsJ
25a. ❑Yes ®Na Was aaric L cii%ity measunemerit neaculcec'l
If No, seleat arlEl of the fallowirig reasoris. ❑No Wa1Em ❑Othen:
25t. Clteck the box aonnesporic iricl to Re coric ativity measurement IIL nits of miarosiemens rler ceritimelEm;.
❑P -6 ❑B 166<671 ❑C 671 to < 79 ❑❑ 79 is < 230 ❑E _'13(1
NotesJSlketct :
#19 - Omitted Gravel Road

Strearri Site Narrei Elrialol Tiiact
SINeam Category Ab2
Clrzfl NC EAM Stieam Rafting SHEet
Accompanies User Manual VErsion 2.1
[late of AsSassrr ent 3/1 /1 i
Aasessoii Narre/Oiiganization S&8C - Eob 2arzecki
Noses of Fielc Assessment Fonm (Y/N)
Presence oil regi. laiaryl cansiceratians (YIN;
Adc itional strearri informatian,191L pplementary meaSL rerrierds included (Y/N)
NO SAM feature type QFlenerinial, intermitieni, Tidal Marsh Elinearr )
11 In
Irrlermitilent
USAC EJ
NCEI" R
Flunation Class Rating S umrriary
All E trearr s
intern i119enil
(1; Hydrology
MEDIUM
MEDIUM
(2)Baseflow
HIGH
HIGH
(2) Flood Flow
MEDIUM
MEDIUM
13) Eltnearriside Alraa At>lerivatian
HIGH
HIGH
(4; Floodplain Aciaess
HIGH
HIGH
(4; Wooced Riparian BLffen
HIGH
HIGH
NA ._.__
NA
(3; Stream Stability
LOW
LOW
(4) Channel Eliability
LOW
LOW
il4) Sediment Tlnanspori
LOW
LOW
114) Ellream Georrionpt ology
MEDIUM
MBDIU M
(2) Elirearr /Irderlidal Zone Interaction
NA
NA
12l; Longilcc inal llic at Flaw
NA
NAI
1a; Vital Marsl- Sineam Eiability
NA
NAI
(3) Vital Marsh Channel Stability
NA
NA
(3) Vital Mansh Stream Geomorpholagy
NA
NA
ill) 1/1 ater Quality
MEDIUM
MEDIUM
Qa; 6aseflow
HIGH
HIGH
Qa; Strearriside Anea Vegetation
MEDIUM
MEDIUM
(3; Upland FlollctantFiltralion
MEDIUM
MEDIUM
(3) Tf enmoregL lation
MBDILM
MEDIUM
(2; Indicators of Stressors
NO
NO
(2; Agatic Life Tlalerance
ME01L M
NA
(2; Intertica] Gone Filinaiian
NA
NAI
11; Habitat
LOW
LCW
(2) In-sirearr H at itat
LOW
LCVY
13; Easeflow
HIGH
HIGH
1.I; Slbstrate
LOW
LCW
1cI; Stream 9tatiliiy
LOW
LCW
(I3; In-strearri Habitat
MEDIUM
MBDIU M
Q,'I) Strearri-side Habilal
HIGIH
HIGH
13; Stream -side Habitat
H IGH
HIGH
(3, ThenmoregLlatiori
MEDIUN
MEERN
Q2; T6cal Marsh In -stream Hatilat
NPI
NA
(3) Flow Restrialion
NAI
NA
(3) Tidal Mar;ih Stimam Eli atility
NA
NAI
1e; Tidal Mars[ CrannEil Sltabiliiy
NA
NAI
1z; Tidal Marsl- clineam Geomonpl-alogy
NA
NA
(3 Tidal Marsh In-aneam Habitat
NA
NA
(2) 1riteric al Gone
NA
NA
Overall
MEDIUM
MEDIUM

NC SAM FIELD ASSESSMENT FORM
Accompanies User Manual Version 2,1
USACE Ali? A NCDWR #:
INSTRUCTIONS: Attach a sketch of the assessment area and photographs. Attach a copy of the USES 7.5-m[nute topographic quadrangle,
and circle the location of the stream reach under evaluation. If multiple stream reaches will be evaluated on the same property, identify and
number all reaches on the attached map, and include a separate form for each reach. See the NC SAM User Manual for detailed descriptions
and explanations of requested information. Record in the "Notes/Sketch" section if supplementary measurements were performed. See the
NC SAM User Manual for examples of additional measurements that may be relevant,
NOTE EVIDENCE OF STRESSORS AFFECTING THE ASSESSMENT AREA (do not need to be within the assessment area).
PROJECTISITE INFORMATION:
1. Project name (if any): Bristol Tract 2. Date of evaluation: 311117
3. Applicant/owner name: Pulte Homes 1 Multiple 4. Assessor namelorganizatlon: S&EC - Bob Zarzecki
5. County: Wake 6. Nearest named water body
7. River basin: Cape Fear on USGS 7.5 -minute quad: little Beaver Creek
8. Site coordinates (decimal degrees, at lower end of assessment reach): New Hill Quadrangle
STREAM INFORMATION: (depth and width can be approximations)
9. Site number (show on attached map): Impact G 10. Length of assessment reach evaluated (feet): +1-150
11. Channel depth from bed (in riffle, if present) to top of bank (feet): .25 ❑Unable to assess channel depth.
12. Channel width at top of bank (feet): 3 13_ Is assessment reach a swamp steam? ❑Yes ❑No
14. Feature type: ❑Perennial Flow EIntermittent flow ❑Tidal Marsh Stream
STREAM CATEGORY INFORMATION -
15. NC_SAM
NFORMATION:15..NC-SAM Zone: ❑ Mountains (M) E Piedmont (P_) ❑ Inner Coastal Plain (I) ❑ Outer Coastal Plain (0)
16. Estimated geomorphic ❑A
valley shape (skip for
Tidal Marsh Stream): (more sinuous stream, flatter valley slope)
IAB
(less sinuous stream, steeper valley slope)
17. Watershed size: (skip ❑Size 1 (< 0.1 mix) ❑Size 2 (0.1 to E 0.5 mit) OSize 3 (0.5 to a 5 mit) ❑Size 4 (? 5 m[a)
for Tidal Marsch Stream)
ADDITIONAL INFORMATION:
18. Were regulatory considerations evaluated? ®Yes ❑No If Yes, check all that apply to the assessment area.
❑Section 10 water ❑Classified Trout Waters UWater Supply Watershed (❑I ❑II ❑ill OIV ❑V)
❑Essential Fish Habitat ❑Prima ry Nursery Area ❑ High Quality WaterslOutstanding Resource Waters
❑Pub[icly owned property ❑NCDWR Riparian buffer rule in effect ❑Nutrient Sensitive Waters
❑Anadromous fish 0303(d) List ❑LAMA Area of Environmental Concern (AEC)
El Documented presence of a federal and/or state listed protected species within the assessment area.
List species:
F1 Designated Critical Habitat (list species)
19. Are additional stream information/supplementary measurements included in "Notes/Sketch" section or attached? FJYes FINo
1. Channel Water— assessment reach metric (skip for Size 1 streams and Tidal Marsh Streams)
❑A Water throughout assessment reach.
❑B No flow, water in pools only.
El No water in assessment reach.
2. Evidence of Flow Restriction -- assessment reach metric
❑A At least 10% of assessment reach in -stream habitat or riffle -pool sequence is severely affected by a flow restriction or fill to the
point of obstructing flow or a channel choked with aquatic macrophytes or ponded water or impoundment on flood or ebb within
the assessment reach (examples: undersized or perched culverts, causeways that constrict the channel, tidal gates, debris Jams,
beaver dams).
❑B Not A
3. Feature Pattern —assessment reach metric
'[]A A majority of the assessment reach has altered pattern (examples: straightening, modification above or below culvert).
SB Not
4. Feature Longitudinal Profile — assessment reach metric
❑A Majority of assessment reach has a substantially altered stream profile (examples: channel down -cutting, existing damming, over
widening, active aggradation, dredging, and excavation where appropriate channel profile has not reformed from any of these
disturbances).
013 Not
5. Signs of Active Instability -- assessment reach metric
Consider only current instability, not past events from which the stream has currently recovered. Examples of instability include
active bank failure, active channel down -cutting (head -cut), active widening, and artificial hardening (such as concrete, gabion, rip -rap).
❑A C 10% of channel unstable
❑B 10 to 25% of channel unstable
❑G > 25% of channel unstable

6. Ell ream side A neia Interaclion - slreamsido area metria
Consic EUI 11ar 1hEi Left Bank 111. B and the Right Bank IRB,.
LB I
®A ®A L Hile on no En idence of toric ilions 11 -at aC VWEIEII) affect refElllenClEI inlenacliori
❑B ❑B ModEmaie eviCElnce of aaricilions ilexamcllee: benni leveas, down-cn.tilirig, aggnacalion, dnecgirig; that acvelli afilecl
nefenenoe inleraciiori (lexamples: limited streamside arEla aaces;I, disnuption aifloac flows tl1rough sineamside area, leaky
on intenmilierd bulkPeac s, causeways wilt' floodplain conailrici ln, rrmor dilchirg [inclLC irig masgL ila dHchirg])
❑C ❑CI BxlElnsive evidence of aariditioris tial adversely affecd refenerlCa irilanaction llittle to no floodplairi/inter'ical 2arie aaces;I
[examples: causeways with floodplairi and channel aansiniatiori, bL IHt EIdC 9, retaining walls, fill, stream incisiori, disruption
of flood illaws It naL gh strearr side anea] or too much float plairi/irdertidal 2 aria access JED arrglen: ini ndments, intensive
rrosquiio ditching]; in ilaacplairidinierlidal 2arie ur iaiLually abseril or assessmeril reach is a inari-made ileatune ori an
iriierstnearr divice
7. Water CIL aility Eltressors - assessment reach dinterl idal zc rie metric
CI-eck all ti alpply.
❑A Discolc rec waien in :dream or irilerlidal zore (milky wt itEl, blLe, unnatural water discolanaiiari, oil sheen, stream foam;
❑B E>cessive cieclirrentEl lion Ilt ur)ling of strearr featL res on intertic al 2 ariE
❑CI N aticeaible evideriae of FIOIIL1arii (ischarges entering ire assessmeril reach and aaLsirig a waien clualdy problem
❑E Cdon i1nol including rialural sulfide odcros)
08 ClunrElnt published on aallecled data incicaling degraced waien CIL ality in ll -e assessn it react. Cilia source iri °Noles,ISketicfi"
seotion.
❑F Livesloak with aocless to alnsam or interticat 2arie
n Bxcessive algae in sinearr or inter iCal 2arae
❑H ❑Eig rad ed rr arst vegelatiori iri tli a inters iC <d 2 ane (Inemoval, L L rnirig, regulan rr cming, destri. cliiari, elcl)
1-11 CII'er: _ _ _ (_explain in "NotesJSketcll" seotion)
®J L iltle to r a stressans
8. Recent Weiatter - watershed metric lskip far Tidal Marsh Streams)
Fon S i2 EI on 2 streams, E 1 dnaL gt 1 or r ighen is consiC anac a c rought; fan E ize 3 or 4 slrElani D2 drought on 11 igt en is aansic ered a dKIL CI e.
❑A ❑nauclr tcondiiians anc rio rainfall an rairdall ricd exlaEldtng 1 inch witt in ire Iasi 48 hoLns
❑B ❑nougr t conditians aric nairiilall a>cleec ing 1 inch will' in the last 28 1119
®C No dnougf i conditions
9. Lange or ❑angerou s Sltnearr - assessment reach metric
❑Yes IZ o Is stream is taa lancle cul daricleraus to assess; If Yes, skip la Metric '13 iISlreamElide AIIEIEI C raL nd S L mace Clondiiion .
10. Natunal In-strearri habitatTypes- assessrrent reach metric
1Cla. []Yes ®No ❑egnaced in-strearr 1-atttat over ma,jarily of the asseasrrerli reaar (examples of siressors iroILC(I excessive
sedimentation, mining, a)aavatiori, in-slneam hardening Ifor example, nirl-rayl], neaerii dredging, and sraggirig'
(evalL ale for Slime 41 Coastal Plain stnearrs only, ti skip to Metric 12)
1 Clb. Clr eck all
that occur (laaau IIs if > 5% aclVEmage till assessment react;
Isk ip fc r Size 4 Coastal Alain sl reams)
❑P
Multiple aClLatia macrophytEls aric aquatic mosses
ii y
❑F
5% ciysterEi on ottElr nail Lnal l"anc bod ams
(iralLce liverworts, lichens, arid algal mals)
F
0
ELbrrengec aCILaticvegetatiori
®B
Multiple sticil and/or leaf packs and/on emergent
g
❑H
Low -tide reill (IFIaaIEI;
vegetation,
FitSlaric
taitom
❑C
Multiple sriags and logs ilinclLdiri(I lap trees)
t'M
❑,
50/a vertical bank alonig tie rcansh
❑D
5% LridercLI tanks aric)lon nooi mals aric don hoots
0 2i
❑k
Little on no tabital
in bariks exieric to the normal wedec perimeter
❑E
Little ar ria hat Hat
QUSSITIONS1 ARB N OT APFILICASLE FOR T10AL MARSH SITREAMSI*****'**********�***********
11. Bedform a rid Substnale -assessrrent reach rretria (skip fou Slize 4 Coastal Alain strearr s and Nidal Marsh Streams)
11 a. ❑YES ®No Is assessmeril roach iri a riatural sand -tet stream; (skip fon Coastal Plain streams)
11 b. Bedforrrl evalL atec . CIr eck the appropriate boxiles',.
®P Riffle -run sElcdion (evaluale'11c;
®B Pool -glide eElcliclri level Late 11 d)
❑C Natural bedform absent ilskip to Metnic 12, Aquatia Life)
11 c. In Iiffic sections, cfi ecH all tt <d occL r below the rianmal wetiEIC perimeter of the assElssmenl reach-wFeihen ar not submerged. CIF eck
al least one box in each row Qsk ip fc r Size 4 Ccastal Alain s1 ream s and ll idal Marsh Stnearr s). N of FIHENElyd iIll P) = at sent, Rare
IIF) = KlresEnt t L 1 < 1CI°r°, Corr man IICI; = -- 10-40%, At L n(ant (IA) = > 40-70%, PrEIC omiriant I1A) = > 70%. CIL mL laliea pEmaentades
st aulc not e> aeec '1 CIO% for eact assessment reach.
NP F1 C A P
® ❑ ❑ ❑ ❑ Bec rock sapnolde
® ❑ ❑ ❑ ❑ Ecu Iden (256 - zC196 mm;
® ❑ ❑ ❑ ❑ Cobble (64-156 mm)
IN ❑ ❑ ❑ ❑ Gravel (2 - 64 mm;
IN ❑ ❑ ❑ ❑ Sand 11.063-2 mrr;
❑ ❑ ❑ ❑ ® Eliltalay (< O.CIE13 mm'
❑ ❑ ❑ ❑ ® DetnilL9
® ❑ ❑ ❑ ❑ Artificial (Trip -ii aaranele, etc.;
'I 'I d. ❑Yes ®No Are flaols filled %A itt sediment? lskip for Elize 4 Coastal Plain streams and Tidal Mansh Streams)

12
Aquatici Life - a<_rsessmient reach mielrici (skip for Iic al Nlarst Streamis;
12a. ®Yes ❑Na "as an in-allneam aquatic life assessmeri perfanmed as cescil in tte User Manual?
Ill selec orae of the fallowirig neasaris anc skid to Metric '13. ❑No "aien ❑Odrar:
12b. ®Yes ❑No Ane agLaiia angariisms rpresen'I iri 1tEi assessmeril react) (look in riffles, pools, then snagsl? If Yes, check all that
apply. If N Cl, sl' ip 10 MErinia 13.
.I >,I Nu mbens over COIL mris refer to "indN is a als" fan E ize 'I and 2 sineam;r anc "ta) a" for Size 3 and streams.
❑ ❑Ac L til fnags
❑ ❑Pquaiici reptiles
❑ ❑PgLaliC macmatlilyies and aquatic mosses (inalLce livenvors, lichens, and algal mats;
❑ ❑Beetles
❑ ❑Cadc iallly laNiae (T)
❑ ❑Asian clam QCortlicula)
❑ ®Cnustacean Qisapod/amptipad)lcrayfisli,lstnimrl;
❑ ❑Damselfly anc dnagon% lar�iae
❑ ❑Dipterans
❑ ❑N ay fly larvae 11E)
❑ ❑IVegaloptera ilalderfly, fish%, c obsonfly Iarvael
❑ ®N is geadImosgL ilO laNiae
❑ ❑NasgL i1O fish (lGambusia) or mud minnows (Umbra Flygrraaa)
❑ ❑Mussels/Clams Qricri Coibi lGita.
❑ ❑Oiterfrsh
❑ ❑Slalamaric ers/tadpoles
❑ ❑Slnail;i
- - _.._-------❑Star1efly_larviae (RF-- ------ -- _ —. -_ _._— —._
❑ ❑Tipulic laNiae
❑ ❑W(mms/leeches
13. SBlreamside Area Ground SIL rface Condition - streamside area rr etric (lsM ip for Hic al Marsh Ell reap s and B valley types)
Clc nsider far the Leff Banp ilLB) and the Right Banti ijRB; . Corisic er storage ciapaaiiy wish ragarc to t cilh cn Embank flow and L pland runoff.
LB RB
®A ®A L iitle or ria alienation to waien sionage capaaiiy cn Err a ma'ority of 1he streamside area
❑B ❑B Modenate a11Graiicin to wafer sIorade aagacity oven a majciriiy of the streams ice anew
❑C ❑C Severe all enatio ri I well en storage aarlacity over a majcurily of till a streamside area (examples: c itat as, fill, soil compacilicin,
II\estocH diEli unbarice, t uilc Ings, man-made levees, c rainage piFleEl'
141. Streamisido Area Wal er Storage - streamiside area rr ell ria (s lo ip for Sli3e 'I streams, clidal Marsh Sltrearr s, and B valley types)
CIO nsidon for the L efil Barik QLBJ and the Rigt1 Barik 11 REI] oil the strearr Eric a area.
LB RB
❑A ❑A Maljorit} of streamside area wilt derluassiaris at le lo pond water >_ 6 inch es c Erep
❑B ❑B Majority of streamsic a area wilt depnessiaris at le io pond water 3 to 6 inches c eep
®C ®CI Mgiorily of streamsi(e area wilt depnessiaris at le to pond wafer < 3 inches caep
'15. Weilland Rresencie - streamside area metnic ilskip for Nidal Marsh Streams)
Consider for the Leilt Santo (LB; and the Right Banti (RB). Do riot consic or wetlands Oulsic Er cif ite slneamsic a ansa on witt in Ito normal
wetlec perimeter cif assessment neaat.
LB RB
❑Y ❑Y Ane wetlands rpreserii in It Er streamside area?
l ®N
16. Baseflow Contributars - assessm enl reacrh metric QsH ip for Si3e 4 streamis and Nidal Marsh Sltrearr s;
Clheok all contributors within i t a assessmerit neach or witt in view of and draining to tte assessment reacrh.
®A Sltraams and/or spnings ('L nisc iciianal c isct arges)
❑B Rond9 (irclLda wet dEiieriIicrn Lasiris; c o not incdL c e sec imenI basins on c r)l deter Iicir t asins'
❑C ObalnLcl!on pass iricl illcm dunincl low -flow periods Witt in I t e assessmaril area lit EIMan dam, leaky dam, bodam-neleasie c an , weirs;
®D Evidence of barib seepage on sweating i1ircin iri waien indiaales seepage)
®E Stream Led or taril, soil reduced (dig tt rough deposited sedimerl if present;
❑F NoriEr of the above
17. Baseflow, DEdractors - assessm ent area m etric 114 ip for Tidal Marsh Sltream s;
ClheclM all that apply.
❑A Eviderae of subslariiial vA alen witt drawals fnarr It a assessment reach ilincludes areas excavated fon pump installation)
❑B Ot slruction ricrt passing tllow du nind low -flow periods aftcting It Ei assessmerii react (ex: walertidht dam, sediment c eposii)
El Unbars sIneam i1>_ az % inn rlErrviiaL s surfacre for waieushed;
❑D Evicencettal ite sinearnsida anea has teen macified rEwLlling in acceleratec cuainage inta the assessment neaat
❑E Assessment reach relocatec io %alley Eic ge
®F None of the at O% e
1EL Shading - assessmerit neach metric (sh ip for lic a] Marsh Streams;
Cansic er aspect. C anaic er "leail-ari" condiiiciri.
l E lneam st ac ing is aprlrarlriate for stream aaiegoryl jmay inalL c e gaps associated wilt natural processes;
❑B Degradec (example: sastltered frees)
El .lineam atac ing is gana on largely absent

19. Buffer Width - stnearr side area metnic ill for Tidal M arsh Streams)
Ccnsider "vegetated buffer" and "wocded buffen" separately fcn lefil banN (LB; aria right barik ilffl: starling al the top of t1anPout
to the first break.
Veigellaied Woodec
LB RB L E F 8
®A EEA ®A ®A ---'I CICI feet wic e an extends to thee( ge of the walEirst 8c
❑B ❑B ❑B ❑B Frorr 9CI to <'1(10 feet wide
❑C ❑C ❑C ❑C From 30 to < 50 feet wic e
❑D ❑❑ ❑❑ ❑E From '10 to < 3CI feel wic e
❑E ❑E ❑E ❑E < '10 fae1 wide on no lneas
20. BL ffer Str L citurE - streamside area rr atria (sN ip for l idal Marsh Strearr Eli]
Consider for left banN (LB; and right bank ilRB; for Metnic 1911"Vegetated" Bi.ffeir Width].
LB RB
®A ®A MalLneforesi
❑B ❑B � on-rr aVL rel woos y vegetation or mcic ified vegelalion slruclL re
❑CI [ C HElrbaceOLS Vagetaliciri wilt on without a strip of trEiesi < '10 feel wic El
❑❑ ❑D Mainiained all ru ba
❑E ❑E Li11le on no %egaiaiion
.I1. BufferStressors- strGamsideareametricllskipIorTidalManshEllreams)
ClhecN all apprc priate bcxes 1br left banN (LB; and right bank ilRB). Iridiaaie if liaiec Eiiressor at L is strearr QAbuts;, c oeEi rioi abL 1 but is
wiir in ,ICI feel of siream Q< 30 feet;, cir is between 3010 50 feet of strearr Q30-30 feet'.
If nor ie ail the following stressors ocdurs ori either bank, check here and skip to Metric .12:
AbLts < 1ICI favi 3CI-9CI feet
----L-El--FIB---L-B- RB - --La--RB-----
EIA
--L-B --RB ----❑A ❑AI EIA ❑A ❑A ❑A Row crops
❑B ❑B ❑B ❑B ❑B 08 Maintainec turf
❑C ❑C ❑C ❑C El ❑C FNSILne (no INastock',ICommercial hortiCL ItLne
❑D ❑D El ❑❑ ❑❑ ❑❑ Ffaslune (active liveslaak use;
22. Stem ❑erisily - stream side area rretrio (sN ip fc n l idal N arsl- Streams,
Consider for left tank iILB) and right bank IRS) for Metric 19 ("Wooded" Bi. filer Width].
LB RB
®A ®A Mac iu m to t igl- Siem c ensity
❑B F-1 EI Low stem tensity
❑C EC N a waoc ed riparian bLffar on predomiriarrlly hent acieau s species an bare gnoL nc
23. Coritinuity oil VegGll Buler-slreamside area metric (skip fcn tidal Marsh Streams)
Coniiderwill e'Itervegeiated buffer is oaritirnous along stnearr (parallel). Sneaks are areas Iackirig vegetaliori = 'ICI feet wide.
LB FIB
®A ECJA The total length of buffer breaks is < 29 fleraerl.
❑B [ B The total length of bLffar knacks is tetwlaeri 39 arc 9CI rlaroerl.
❑C ❑CI The total lerigth of buffer breaks is -- 5CI penaerii.
.14. Vegetative Cc m positic ri - strearrside area rr etrio (sN ip llor Tidal Marsf Sltneam s]
EvalL ale Ill dominant %egeialiori within 10011881 of eaot tank or to 1t a ac cle of the watEmshec �wh ick ever comes lint, as it aordnibutes to
assessmen1l reach t abital.
L8 RB
A ®AI Vegetation is close io LrcisILrbed in species rlres8nt arc thein klncipartions. Lawer strata aamposed of native species,
wish rion-native irivasive sFpeoies atserl or srlarse.
❑B ❑B Vegetation iridicatee dislurbanae in lEirms of species civersity or Flnoportioris, tui is still largely aarrpasac of native
species. Ttis may inciuda aammuriiiies of weedy native species that develop aflen clear -cutting or clearing an
commurilies will rion-native invasive species pneserl, tul rioi dominant, over a lange Flortion of 1Te expeciec slnata an
communities missing undenstoryl bL1 rElaining canorly 111880.
❑C ❑C Vegelefficiri is sEI\OrEly ciElL11tec in 1Eirrrs of species diversity or rpiorlortioria. Malune canopy is abserl on communities
witt rion-native invasive srlecie.i c orr inarl over a large portion of expeclEic strata or aammunities composEic o1I planted
slant s of non-ot araclenistic speoies an torr rr L riities iriappropniaiely composed of a singl8 speclaa on no vagelalion.
2I9
Conductivity - assiessmerit reach m etric IsN ip for all Coastal plain streams)
29a. [IYes ®N o "as auric a clip illy mea9L nemerl rEicorc ed?
If Na, ,elect one of the fallowing neasons. ❑No Water ❑Cuter:
At. Check the box oonnesporic ing to it a ooricIL oiivily mea9L remerl (u nits all mio11osiemers per oerlimeter; .
❑A —6 ❑B 46 to < E17 ❑C 671 to < 7191 ❑D 719 to < 23CI ❑E >_ '130
N ales/E ketct :

Stream Site Name Bristol 71ract
Slirearr Category FIb2
Drai it NC SAM Steearn Rlatirc Sheat
Aciciornpaniesi User N a nuail Versillcir, 2.
Data cif Assessment 3/1/17
Assessor Narre/Onganizalion E181BC - Bob 21ar3ecki
Ncies of Field Assesarr erit Forrr ilY/N; N O
Presence of regulatory cons idenalions (lY/N) N O
Additional Stlnearr iniloinraiion/suFlplerrentarN rreasunerrents inandad ilY,IN;
NC SAM fear re type (perennial, inierrritlent, Tidal Marsh Strearr) Irite nmitleni
USIACB/
N C DWR
Function Class Rating Surrmary
All Stream
Inleirmittent
(11) Hydnalogy
HIGH
HIGH
Qa; Baseflow
HIGH
HIGH
(12; Flaod Flow
HIGH
HIGH
(3) Streamside Area Attenuation
HIGH
HIGH
114) Floocplain Access
HIGH
HIGH
114; Waoded Riparian Buffer
HIGH
HIGH
_.___.__AJ4; MicrotopagagLy
NA
_ NA
1l3; Sltnearr Suability
MBDIUN
_
MBDILMI
(4; Cl•arinel Stability
MIBDILM
MBDILMI
(4, Sec imerii Transport
LOW
LO"
(4) Stream Geomorphology
HIGH
HIGH
(2; Stream/Intertidal Gane Intenaciion
NA
NA
(2) Longitudinal Tidal Flow
NA
NA
(2; Tidal Marsh Stream f iabiliiy
NA
NA
Q3; Tidal Marst CFarinel Stat ility
NA
NA
Q3; 1lic at Marst S Inearr Geomarpll olagy
NA
NA
(1; Water CIL aldy
HIGH
HIGH
(2) Basefllaw,
HIGH
HIGH
(2) Sltnearr side Area Vegelatior
HIGH
HIGH
Q3; Lpland Pollutarii Filtratian
HIGH
HIGH
Q3; Therrroregulaiion
HIGH
HIGH
(la; Indicators of Sllnessors
NO
NO
(Ia; Aquatic Life Tolerarae
HIGH
NA
02) Intertidal aariei Filtration
NA
NA
Q1) Fat ilat
LOW
HIGH
(2, In -stream Habitat
HOW
NSDIUM
(3) Baseflaw
HIGH
HIGH
113) Substrate
LO"
LOW
113) Slinearr Sliabili4
MBDILMI
MBOILM
113) In-sinearr H abilal
LOW
HIGH
(2) Sllrearr -side Fat itat
HIGH
HIGH
113; Sltnearr-side F•abiiat
HIGH
HIGH
(13; Therrroregulalion
HIGH
HIGH
QUI; Tical Marsf In-slneam Habital
NA
NA
13) Flaw Restriciian
NA
NA
Q3) Vital Marsh Stream Stabilily
NA
NA
(4; Tidal Marsh CFannelSlatiliiy
NA
NA
(4; Tidal Marsh Stream Geomorpli olagy
NA
NA
(3) Nidal Mansh In -stream Hakilai
NAI
NPI
12`, Iritertclalaoriei
NPI
NPI
Overall
HIGH
HIGH

--.71 opy'. •. /
fi
40
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to
oil
„ f S '
A (Little Beaver Creek) l�:�-
•
y
dry'
A.A: 9 .. -.
tA
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1 S
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[�� ".� is '! � ►�L
rise,,,,• j,?,
aft
Pf
77
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. rt���+� . , ,�y t• `�i 1 SPF+ i � �, F �1. y..'e , ; +t'�y^ I
lti Fes}" yr.; '41i 'S .vAC.�,.y". ♦".",;yx l`
� k
vim
Vt ', rn
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64,
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�s.1 � •b '� 'F .I�s ' �r i'� k iii kL }�, •• •�

Job #: 12622
3/6/2017

EXISTING CCN017ICN NOTES:
1, BUN ANL IOPOGRAPHIO It IROMMAT1011 BAIBD OF ILIRVEI 111
W THER5RA VIlIAI. It a.
7. WETLANAAND STREAM INIORMATION BASIC OI S&EO EVALIIATION DAIEI
AUCU9112. 2(111 (APIA 1:-012).
J. RIPAIN I BUMF/F9 BASIL ON 101111 OF APi1l BLREUR UET-.-WVIAIONS C/TBC
AUC111 tl, 2411
9. R!4LLAIOR'I IBMA IIARREB FIOOIRLAIF-9 I)1191, AS N011O. ON 11115 511E
PEO :IRM RANEIS Q3 11001140011 & 0112401laLDJ, CAW RE3RUARY 2,
2041 & MA Y 3. 1001.
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STREAM WETLANDS STREAM WETLANDS STREAM WETLANDS
(LIF) F(SF) (SF) (AC) (LF) (.SF) (SF�) (AC) (LIF) (SF) (SF) (AC)
A
I
SEWER CROSSING
47
916
WETLANDS - PURPLE
PERMANENT
B
2
SCM ft 5 GRADING
TEMPORARY
0,056
PERMANENT
B
3
ROAD GRADING
DISSWATOR
0.026
EXISTING ROAD
8
4
LOT GRADING
STREAM - MAGENTA
0,021
A
5
SEWER CROSSING
43
284
C
6
SEWER CROSSING
41
263
C
7
LOT GRADING
0.013
D
8
ROAD CROSSING
8
52
D
9
RIP -RAP
DISSIPATOR
27
158
D
10FROADCROSSING
76
491
0
ill
ROAD CROSSING
34
242
E
121
ROAD CROSSING
18
211
E
13
1 RIP -RAP
DISSIPATOR
30
369
E
14
ROAD CROSSING
116
1,269
E
15
ROAD CROSSING
49
444
IF
16
ROAD CROSSING
22
172
F
17
ROAD CROSSING
31
260
F
18
RIP -RAP
DISSIPATOR
19
156
IF
19
ROAD CROSSING
19
130
G
20
ROAD CROSSING
j 0.070
G
21.
ROAD CROSSING
24
101
G
22
ROAD CROSSING
71
354
G
23
RIP -RAP
DISSIPATOR
20
101
0
24
ROAD CROSSING
16
81
H
25
ROAD CROSSING
0116
I
TOTAL 1
321
12,8961 1 1
294
2.374
96
784
WETLAND & STREAM IMPACT - OVERALL
GRAPHICSIZALE
400 0 200 400 800
1 inch 400 ft,
40 WithersRavenet
NoEngin�,ers I Plannefs I SurVeYOFS
115 MacKen� Drivel Cary, NC 27513
t: 9191-469.3340 1 h- N: C�OB3'2 I
WETLAND & STREAM
IMPACTLEGEND
PERMANENT
El
WETLAN D S - GRE E N
TEMPORARY
WETLANDS - PURPLE
PERMANENT
STREAM - RED
TEMPORARY
STREAM - BLUE
PERMANENT
(NO PERMANENT LOSS)
DISSWATOR
STREAM - RED
EXISTING ROAD
CROSSING
STREAM - MAGENTA
WETLAND & STREAM IMPACT - OVERALL
GRAPHICSIZALE
400 0 200 400 800
1 inch 400 ft,
40 WithersRavenet
NoEngin�,ers I Plannefs I SurVeYOFS
115 MacKen� Drivel Cary, NC 27513
t: 9191-469.3340 1 h- N: C�OB3'2 I

GRAPHIC SCALE
1 inch 50 ft,
109 JORDAN LAKE
10 0 YEAR FEMA STREAM BUFFER
FROM TOP OF BANK BOTH
FLOOD LINE SIDES 11;00
TIMOTHY D. MCKINNISH j
D.B. 13186 PC. 430
TRACT I A
0000
4/
NEW HOPE FARM -soft . -1 - '. -/
B.M. 1985. PG. 55
MPACT # 5
B -M. 2008, PC. 1244 moor , I- *%. .
P.I.N.0710.02-86-5906
(TEMPORARY)
PERPENDICULAR
PROPERTY BOUNDARY -f P F II
SEWER CROSSING
43 LF - 294 SF
PROPERTY BOUNDARY
7
Pt,OPOSED 40' PROPOSED 40' 3)
T WN OF APEX TOWN OF APEX
.ww
IiIRI F— SANITARYSEWER' /T 0 A 8 U F F E R0
SAVITARY SEWER I
EASEMENT_,,,, EASEMENT
A000,
MOROI MH3 \—j
2x DIIP SS 24'DI
ss SS
U M ll�
j
ss
142�ss ON
IU F F J
(Z ON E i) IMPACT 1
(TEMPORARY)
PERPENDICULAR
Luj OROPOSED49
SEWER CROSSING
10POFBANK TOWN OF APEX
SANfTARY SEWER 47 LF. 916 SF
EASEMENT /xV
TOP GF BANK
hV U F Fg R (ZONE 1)
ji F
FER (Z ON E 2)
CR
10000000
000,
T
De.gme. WIRl"'I"A5140-tErD
WOODBURY
OF APEX WAKE
NORTH CAROLINA
L"'MalwMill I 11,11,"EM FIVA19.114M.'
1101 WithersRavene
00 Engsneer5 I PlannellIS I Sutve�,ors
115 MxK�an Drive I C�y, NC 27511
9II9,469.�301 lik— 4:C-0832 I �Wllhff$l
s— --
A

own's
I its
WIN I N%7
NJV
0
Amw-
ink
'Amy
WOODBURY %0 WithersRavenel
�1101�01111111 WETLAND & STREAM - IMPACT B Enginee", I P[annerS [ SurveyOF'
"I biacKm3nOrmel CaryNC27511
TOWN OF APEX NORTH CAROLINA

M.0 V-1-1-2 3---- PVC
2bQ 90 C S
1303 M -H-' S —77—
Ile
70
GRAPHIC SCALE
V
50 0 2S 50 100
A -I
1 inch= 50 flt� —e 129 12 127 1 6
VIH-4
Ss
270--�- RETAINING
PROPOSED 40,
Lj,,,TOWN OF APEX
�ANITARY SEWER "u
--------------------- 7=
EASEMENT
501 JORDAN LAKE 4%
IL STREAM BUFFER
N 011
\FROM T ANK
OF "S
86TH SI
Cp.
D"
V'E
1>
!a
1p
looyl 1p
IMPACT ft 6
FLOOD L I NE (TEMPORARY)
0�
01 PROPOSEl
01 SEWER CROSSING
'0 41 LF. - 263 SF 10 OF RANK a
5-- TOWN OF APEX
13 102
SANITARY SEWE R
EASEMENT
MH -371 'MH -372
40
4.
IMPACT 9 7
LOt—G—R—ADING —270
0.013AC.. 4 r J
265 6 1@9
N I
PROPOSED 30'
:a TOWN OF APEX
97 7 RISER -330 scm # I SANITARY SEWER
WET POND EASEMENT
%
CO
k —i L
:7 --
No. Revision Date By Designt, WR 5CaleASNOTED 40 WiLhersRavenet
awn y
5)y Dare WOODBURY Enginceu I Planners I Surveyofs
OV24MI7
WETLAND & STREAM IMPACT C
Wkd By 11.b N.�2 T MpcKenar0rrvflC�rV.NC275 I
OWN OF APEX NORTH CAROLINA11F t L 9 19�A69-35401 fi�erse 0: C -08a2 I
NJA 250265 1 IF IF

CROSS SECTION C -4 5
280 DOWN STREAM 280 257
CB -436
84"RCP
DN STREAM INV. = 26&00 CB 4 0
UP STREAM INV. = 268.51 GRAPHIC SCALE 81, DIP, 256
SLOPE 0,71 %
275 275 0 25 so 100
NINE
—V
1 inch 50 ft. - 290
— 265
t:A1 I im k�"] it
-W,JORDAN
C 30 STREAM BUFFER
270 12701 FROM TOP OFBAN
I EX STIt IG C 54
TAN�EL I OTH SIDES
C8 32
- @
B41 __ wo
LU 251
265FT 265 IMPACT # 8 EXISTING 48" CM P TO BE
-Kt Nt
U� Lq (TEMPORARY) REMOVED
C14 04 ROAD GROSSING
Cli C14 8 LF. - 52 SF. 290 280
-0+50 0+00 0+50 1+00
— IMPACT# 10 —285
-Tl_ 0 N E 2
IMPACT # 9
CROSS SECTION (PERMANENT) (PERMANENT) Id F F E 9
ROAD CROSSING
RIP -RAP DISSIPATOR
280 (UP STREAM) 280 158 SF. 76 LF� - 491 SF. -LON E jy'
27 LF. IMPACT# i I
j3 us—EZ-17
(TEMPORARY)
84" RCP GRADING
DN STREAM INV.= 268.00
UP S REAM INV. 268.51
34 LF. - 242 SF.
SLOPE 0.71 % COUR HOLE
—01<
275
275
0
_0y
— ___. _;-� - — — -_ I /
RETAINING WALL - 15 RETAI N I NG WALL- 14
;;00,
C 9. IN .7c —_ -,L- --
W ITH SAFETY RAIL I WITH SAFETY RAIL 'FFE R
270 EXIST! IG �HANNEL 270
U F 71—
INV.JELE�� 2619.96
280
265 265
C� C�
C-41 C15
CID 207 4
-0+50 0+00 0+50 1+00
PROPOSED PLUIM POOL DETAIL 149
UtALDE HMWVAW am"
RETAIMNGWALL IOP OF BANX
— E41TII;, (SEE DETAJQ ON 47 48
GRADE � "'RIP API 1 L I—
TOPOMPRAPTOWATCH 205
1F211P RAP RAP DISSPATOR PADS "LL BE PRE40NSTRUCTION F7AP
INSTALLE0 AT OR BELOW EXISTWO GROE. STRFAMCONIOUR
J.
Rov.sio. Dole I OV Desiver 1%rR I'_" AS NOTED 0 WithersRavenet
I D—n By -i WOODBURY
SJY ID�t OV24�2017 WETLAND & STREAM IMPACT D No Eneincers I Planners I Surveyors
C"cked By MJA iS MmeKeman Drive I Cary. NC 27511
"00,2150265 TOWN OF APEX w�,:iE NORTH CAR 1: 919A69. I
33401 licerlw 9: C­Oa321�.wtherv�wd.�=

NORTH
.190
CB -20
B-20!/
_j
S
SS
IMPACT A 14
(PERMANENT)
ROAD CROSSING
116 LF. - 1269 SF
i7ACT # 1;
(TEMPORARY)
ROAD CROSSING
49 LF. - 444 SF
F R
jk
VN,
lip -
0
Nz
Ss
CROSS SECTION
DOWN STREAM
275
270
2651 1 1 1 1
�2 112
C%j
-0+50 0+00
275
270
STREAM INV. = 267.2;
STREAM INV, = 268.40
)PE = 1.36%
0+50
CROSS SECTION
UP STREAM
2661 1
-0+50 0+00
-11fL_
RIPPAPAPRON MAIL
TOP OF WqK
TOP OF RIP RAP TD WT C H
PRMONSTRUCTION
STREANICONTOUR
WETLAND & STREAM - IMPACT E
72* RCP
DN STREAM INV.= 26713
UP STREAM INV. = 268.40
SLOPE = 1.36%
0+50
275
270
265
1+00
275
270
266
1+00
PROPOSED PLUNGE POM DETAIL
GFLQE HEADWALU on
RETAININGWAtL
EYJSTIW RIP RAP ARR01.
GRADE L jsEr DETAIL)
RIP W 'RIP RAP DISSPATOR PADS SHALL BE
INSTALLED AT OR BROW EXISTING GRADE
V40 Withe sRavenel
NOErgIneersjP(annetsjSunvyors E
115 M�Ke� Dri" I Cary. HC 27511
CO
H-204
CB -206
41,
GRAPHIC SCALE
op
50 0 25 so
100 /14 "a
MH-
5
1 inch= Soft.
@25C
5V JORDAN LAKE
STREAM BUFFER
FROM TOP OF 3ANK BOTH
12
SIDES
C
CB-12-
.0-
27
IMPACT#12
1LO. Revision
Date BV
(TEMPORARY)
TOWN OF APEX
WOODBURY
WAXE
ROAD CROSSING
18 LF, - 211 SF.
Chetkd By J.b No-
NJA 02150265
IMPACT # 13,
'OWV 08'��03o' _"
(PERMANENT)
RIP -RAP DISSIPATOR
30 LF� 369 SF
SAV/r op4p,4
-
/vr
SCOUR HOLE
nV6
NORTH
.190
CB -20
B-20!/
_j
S
SS
IMPACT A 14
(PERMANENT)
ROAD CROSSING
116 LF. - 1269 SF
i7ACT # 1;
(TEMPORARY)
ROAD CROSSING
49 LF. - 444 SF
F R
jk
VN,
lip -
0
Nz
Ss
CROSS SECTION
DOWN STREAM
275
270
2651 1 1 1 1
�2 112
C%j
-0+50 0+00
275
270
STREAM INV. = 267.2;
STREAM INV, = 268.40
)PE = 1.36%
0+50
CROSS SECTION
UP STREAM
2661 1
-0+50 0+00
-11fL_
RIPPAPAPRON MAIL
TOP OF WqK
TOP OF RIP RAP TD WT C H
PRMONSTRUCTION
STREANICONTOUR
WETLAND & STREAM - IMPACT E
72* RCP
DN STREAM INV.= 26713
UP STREAM INV. = 268.40
SLOPE = 1.36%
0+50
275
270
265
1+00
275
270
266
1+00
PROPOSED PLUNGE POM DETAIL
GFLQE HEADWALU on
RETAININGWAtL
EYJSTIW RIP RAP ARR01.
GRADE L jsEr DETAIL)
RIP W 'RIP RAP DISSPATOR PADS SHALL BE
INSTALLED AT OR BROW EXISTING GRADE
V40 Withe sRavenel
NOErgIneersjP(annetsjSunvyors E
115 M�Ke� Dri" I Cary. HC 27511
12
C
CB-12-
1LO. Revision
Date BV
Desigme, WR sca�e AS NOTED
TOWN OF APEX
WOODBURY
WAXE
D'aw. By Nte
S)y 0112412027
Chetkd By J.b No-
NJA 02150265
NORTH
.190
CB -20
B-20!/
_j
S
SS
IMPACT A 14
(PERMANENT)
ROAD CROSSING
116 LF. - 1269 SF
i7ACT # 1;
(TEMPORARY)
ROAD CROSSING
49 LF. - 444 SF
F R
jk
VN,
lip -
0
Nz
Ss
CROSS SECTION
DOWN STREAM
275
270
2651 1 1 1 1
�2 112
C%j
-0+50 0+00
275
270
STREAM INV. = 267.2;
STREAM INV, = 268.40
)PE = 1.36%
0+50
CROSS SECTION
UP STREAM
2661 1
-0+50 0+00
-11fL_
RIPPAPAPRON MAIL
TOP OF WqK
TOP OF RIP RAP TD WT C H
PRMONSTRUCTION
STREANICONTOUR
WETLAND & STREAM - IMPACT E
72* RCP
DN STREAM INV.= 26713
UP STREAM INV. = 268.40
SLOPE = 1.36%
0+50
275
270
265
1+00
275
270
266
1+00
PROPOSED PLUNGE POM DETAIL
GFLQE HEADWALU on
RETAININGWAtL
EYJSTIW RIP RAP ARR01.
GRADE L jsEr DETAIL)
RIP W 'RIP RAP DISSPATOR PADS SHALL BE
INSTALLED AT OR BROW EXISTING GRADE
V40 Withe sRavenel
NOErgIneersjP(annetsjSunvyors E
115 M�Ke� Dri" I Cary. HC 27511

149
GRAPHIC SCALE
so 0 25 so 100
1 inch= 50 ft.
i_::�
Mill
IMPACT# 17
(PERMANENT)
ROAD CROSSING
31 LF. - 260 SF
IMPACT 4 18
(PERMANENT)
RIP -RAP DISSIPATOR
19 LF - 156 SF.
F, 1E IMPACT# 19
(TEMPORARY)
E ROAD CROSSING
19 LF. - 130 SF,
co
SCOUR HOLE
—10 tAR FLOOD'
J, "'WR STUD
-4
WE
C B-228
290.
'N'
285
Y
0
IMPACT # 16
�_TEMPORARY)
ROAD CROSS114G
22 LF 172 SF
EXISTING
ROAD GR&SSIN
41 LF. 372 SF
J
Desigmr wp, Scale AS NOTED
Date 01�2412017 WOODBURY
)ob.N..
n"�IAq TOWN OF APEX �')41,E
ptill
CROSS SECTION
UPSTREAM
IMMEMMIMMEMEMEMME
MINEMEMN11
mom,14MAMWE
EMEMEMEM
����mon
m
PAR, IFIRRESTIMEMSEM=
EmmImmumm
IMMEMINEAME
ME MMINSIMMEMEMMEM
SEE
NONE
mommommommomm
MEMEMMENEEMEN
WE
275
270
-0+50 0+00 0+50 1+00
CROSS SECTION
DOWN STREAM
2801 1 k1g�NGS�OEI--,j 11 1 1 1 1 1 1 1 1280
STREAM INV. = 272.80
STREAM INV. � 273,87
IPF = 17701.
2751 1 1 1 1 1 1111 1 1 1 1 1 1 1 1275
1270
2701 1 Li I I I
00 00
C,4 CJ
-0+50 0+00 0+50 1+00
0,
TOP OF BANK
290—
TOP OF RP RW TO WATCH
PR&CONSTKWII�
STREAM CONTOUR
PLUNGE POOL DEVAL
> PROPOSED
GRADE HEADWAW
RETAININGWALt
RIP RAP APRaq
PEE DETAIL)
RIPRAP RAP DiSSIPATOR PADS SHALL BE
NSTALLEDAT OR BELOW EXISTING GRADE
40 Wit ers Raven e7]JF,�,,
WETLAND & STREAM - IMPACT F Engineers I Planners I SwrveyOFS
5 f4acKtAan Drive I Cary. NE V5 11
NORTH CAROUNA 1[

. 7—
FM
r-) C)
Fm _L_LL -71-
11 Fr.1
FM
4RT-Y 806NI)AR CL
-PROPERTY BOUNDARY-
7 71—
IMPACT 20 Z.
�310
PROPOSED21Y -MH - - -W C9
ROAD GRADING -221 00 FyVC
0.070 AC. TOWN OF APEX Ss --
SANITARY SEWER
4� RETAINING WALL -16 EASEMENT
WITH SAFETY RAIL
IMPACT # 22
(PERMANENT) =--,305
4 4
71 L F. - 354 SF.
A
CROSS SECTION
UP STREAM
I I I I I
60' RCP
300 ON STREAM INV. �29n4.2fl 300
A I I I I I v I I US[O-P.E=�7.�6��Z- L
m RImmmmommmmm
2901 1 1 1 1 1 1 1 1 1 1 1 1 290
z D z D_
ad C6
-0+50 0+00 0+50 1+00
CROSS SECTION
DOWN STREAM
60 RCP
300 ON STREAM INV.= 294.22 300
11up STREAM 114. -
295 EXI�TIN� CHAN�EL 1 1 1295
50'JOR AN LAKE -) )_ I " �L - I
0
STREAM BUFFER + IMPACT 4 24 0A - 0
0 1 - - \.6ft, '�2 N
FROM TOP OF BANK BOTH 4 -k-- (TEMPORARY) SCOUR HOLE -
SOT
S S
IDES ROADCROSSING
16 LF 81 SF.
;>
+
+
Lo
In
B_
GRAPHIC SCALE
50 0 2.5 so 100
1 inch SO ft.
I Date BY Dllipe; WR Scale ASNOTED
Drawn8y SJY Date 0 'D1' WOODBURY
I Ue�ed By )ob No. 1 TOWN OF APEX WAKE
NJAI 0215MM
rw pr
'Ilk
741
k
NORTH CAROLINA WETLAND & STREAM IMPACT G
2901 1 1 1 1 1 1 1 1 1 1 1 1 290
L -0+50 0+00 0+50 1+00
IOP OF BANP
-P OF RIP RAP
IRE -CONSTRUCTION RIPW
0 SIREAMCON70UR
cc
PROPOSED PLVNG,' DETAIL
a GRADE FkQVYALV ws
OL� RETAINING WALL
0 EXISIIN�L RIP RAP APRON
PIPE GRADE PEE DETAIL)
pip RAP *RIP W DISSPAT OR PADS SKALL BE
19STALLED AT OR BELOW EY.JSTNG GPAD E
%0 WitheFsRavenel
40 EngineerS I Plarmets I Swveyors G
t
_avj*,ft RETAINING WALL -17
WITH SAFETY RAIL
IMPACT # 23
(PERMANENT)
RIP -RAP DISS�PA I OR
20 LF� -
A
CROSS SECTION
UP STREAM
I I I I I
60' RCP
300 ON STREAM INV. �29n4.2fl 300
A I I I I I v I I US[O-P.E=�7.�6��Z- L
m RImmmmommmmm
2901 1 1 1 1 1 1 1 1 1 1 1 1 290
z D z D_
ad C6
-0+50 0+00 0+50 1+00
CROSS SECTION
DOWN STREAM
60 RCP
300 ON STREAM INV.= 294.22 300
11up STREAM 114. -
295 EXI�TIN� CHAN�EL 1 1 1295
50'JOR AN LAKE -) )_ I " �L - I
0
STREAM BUFFER + IMPACT 4 24 0A - 0
0 1 - - \.6ft, '�2 N
FROM TOP OF BANK BOTH 4 -k-- (TEMPORARY) SCOUR HOLE -
SOT
S S
IDES ROADCROSSING
16 LF 81 SF.
;>
+
+
Lo
In
B_
GRAPHIC SCALE
50 0 2.5 so 100
1 inch SO ft.
I Date BY Dllipe; WR Scale ASNOTED
Drawn8y SJY Date 0 'D1' WOODBURY
I Ue�ed By )ob No. 1 TOWN OF APEX WAKE
NJAI 0215MM
rw pr
'Ilk
741
k
NORTH CAROLINA WETLAND & STREAM IMPACT G
2901 1 1 1 1 1 1 1 1 1 1 1 1 290
L -0+50 0+00 0+50 1+00
IOP OF BANP
-P OF RIP RAP
IRE -CONSTRUCTION RIPW
0 SIREAMCON70UR
cc
PROPOSED PLVNG,' DETAIL
a GRADE FkQVYALV ws
OL� RETAINING WALL
0 EXISIIN�L RIP RAP APRON
PIPE GRADE PEE DETAIL)
pip RAP *RIP W DISSPAT OR PADS SKALL BE
19STALLED AT OR BELOW EY.JSTNG GPAD E
%0 WitheFsRavenel
40 EngineerS I Plarmets I Swveyors G
t

5-
I 0.95USF
300
Ica -50
N
TMEN
PfN., 071 0,85�49
ZONIN R -40W
,7
2LO- Revision Date Bv ffln—.-
1VR AS NINIE11
D rt,�,
WOODBURY
CheckedBy
NJA TOWN OF APEX WAKE NORiH CA
r
k, 6,868.2 SF
25 '79238
(FtHMANENT) 56
ROAD GRADING
0. 116 AC� SF
8,203.6 SF,'
.00�
el
NO WithersRavenet
WETLAND & STREAM - IMPACT H No Engineers I Planners I Svrveyofs
215MacKenanDri�lCoy,NC27512
919,4W�33401 licer�e 9: C -03n t —.vhLhm,—rwJxo. I I
I
7,800.0 SF
LO
1 11 )
I
Wx
41
A
6.250,0 SF
GRAPHtC SCALE
so 0 so
100
7,800.0 sr
6,250.0 SF
1 inch= Soft.
-47
7--
_LO84-4-SF
7,2792 SF I
8,163�8 SF
7,280.0 SF
435.4
8,380.5 SF
F
F -
305
—MH-
5-
I 0.95USF
300
Ica -50
N
TMEN
PfN., 071 0,85�49
ZONIN R -40W
,7
2LO- Revision Date Bv ffln—.-
1VR AS NINIE11
D rt,�,
WOODBURY
CheckedBy
NJA TOWN OF APEX WAKE NORiH CA
r
k, 6,868.2 SF
25 '79238
(FtHMANENT) 56
ROAD GRADING
0. 116 AC� SF
8,203.6 SF,'
.00�
el
NO WithersRavenet
WETLAND & STREAM - IMPACT H No Engineers I Planners I Svrveyofs
215MacKenanDri�lCoy,NC27512
919,4W�33401 licer�e 9: C -03n t —.vhLhm,—rwJxo. I I