HomeMy WebLinkAbout20131125 Ver 2_401 Application_20150515ENVIRONMENTAL SERVICES, INC
4901 TRADEMARK DRIVE
RALEIGH, NC 27610
(919) 212 -1760 • FAX (919) 212 -1707
environmentalservicesinc. com
May 1, 2015
N.C. Division of Water Resources
Attn: Karen Higgins
1617 Mail Service Center
Raleigh, NC 27699 -1617
Re: Edwards Creek Riparian Buffer Permit Request
DWR# 13 -1125
Environmental Services, Inc. (ESI) is submitting the enclosed Riparian Buffer
Authorization Form and supporting documentation on behalf of JVI
Development for the Edwards Creek project in Apex, NC.
Please let me know if there are any questions or needs for this review process.
Sincerely,
Environment 1 Services, Inc.
deff Harbour, PWS
Technical Director
1� )0/ _� -
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b),.0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a.
Name of project:
Edwards Creek
1 b.
County:
Wake
1c.
Nearest municipality:
Apex
1 d.
Subdivision name:
NA
1 e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer if below.
❑ Yes
® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Owner Information
2a.
Name on Recorded Deed:
JVI Development
2b.
Deed Book and Page No.
15257;2474
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
2d.
Responsible Party
(for Corporations):
Joseph lonnane
2e.
Street address:
501 N. Salem Street
2f.
City, state, zip:
Apex, NC 27502
2g.
Telephone no.:
919 - 387 -6962
2h.
Fax no.:
2i.
Email address:
joey @jviconstruction.com
3.
Applicant Information (if different from owner)
3a.
Applicant is:
❑ Agent ❑ Other, specify:
r.. -= l._y rc 1%
3b.
Name:
3c.
Business name
(if applicable):
MAY Q 2015
3d.
Street address:
3e.
City, state, zip:
& 6UFFER pE °a�RCES
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
4.
Agent/Consultant Information (if applicable)
4a.
Name:
Jeff Harbour
4b.
Business name
(if applicable):
Environmental Services, Inc.
4c.
Street address:
4901 Trademark Drive
4d.
City, state, zip:
Raleigh, NC 27610
4e.
Telephone no.:
919 - 212 -1760
4f.
Fax no.:
4g.
Email address:
jharbour @esinc.cc
FORM: BA 10 -2013 Page 1 of 4
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
0742828176
1 b. Site coordinates (in decimal degrees):
Latitude: 35.7337
Longitude: - 78.8354
1 c.
Property size:
9 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Williams Creek
2b.
Water Quality Classification of nearest receiving water:
WS -III; NSW
2c.
River basin:
Neuse
3.
Project Description
3a.
Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is currently approved for a residential development. A previous permit action allowed for a culvert extension
for the development entrance road along Old Raleigh Road.
3b.
Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c.
Attach an 8'/z x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
900
3e.
Explain the purpose of the proposed project:
The purpose is to create a high -flow bypass channel from the bio- retention area.
3f.
Describe the overall project in detail, including the type of equipment to be used:
The applicant is using a bio- retention area to treat stormwater. A high -flow bypass is necessary based on the
engineered plans /calculations. This was not identified as a need during the original permit process. Typical
construction equipment will be used.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
® Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property/
Comments:
project (including all prior phases) in the past?
4b.
If yes, who delineated the jurisdictional areas?
Agency/ Consultant Company: ESI
Name (if known): Robert Turnbull
Other:
4c.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWQ buffer determination NBRRO# 13 -141 USACE permit and JD SAW- 2013 -02090
5.
Project History
5a.
Have permits or certifications been requested or obtained for this
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
5b.
If yes, explain and detail according to "help file" instructions.
USACE permit SAW- 2013 -02090 for 49 ft stream impact; DWQ permit #13 -1125 for 49 ft stream impact and
2154 square ft of Zone 1 impact and 722 square ft of Zone 2 impact for culvert extension and road widening at
entrance to the development.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
FORM: BA 10 -2013 Page 2 of 4
C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The engineer has designed the high -flow bypass to minimize buffer impact as much as practicable. No other
options exist for this particular project site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All applicable erosion and sediment control measures will follow state and local regulations. Storm water runoff
will be managed according to the current requirements.
1. Buffer Impacts
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
1 a. Project is in which protected basin?
® Neuse ❑ Tar - Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this
form.
Buffer impact
number —
Permanent (P)
or Temporary T
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ® P ❑ T
High -flow bypass
channel
allowable
UT of Williams
Creek
❑ Yes ® No
295
203
B2 ❑ P ❑ T
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
❑ Yes ❑ No
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
B3 ❑ P ❑ T
❑ Yes ❑ No
134 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑P El
El Yes El No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
295
203
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The engineer has designed the high -flow bypass to minimize buffer impact as much as practicable. No other
options exist for this particular project site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All applicable erosion and sediment control measures will follow state and local regulations. Storm water runoff
will be managed according to the current requirements.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10 -2013 Page 3 of 4
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
®Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act (NEPA/SEPA)?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
Approved BMP construction drawina attached
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the use of
❑ Yes ® No
public (federal /state) land?
OR NC DWR, Transportation Permitting Unit
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ❑ No
environmental document pursuant to the requirements of the National or State (North
Raleigh, NC 27604
Carolina) Environmental Policy Act (NEPA/SEPA)?
For all other projects sent by delivery service
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
OR Karen Higgins
Comments:
NCDWR — 401 & Buffer Permitting Unit
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H.1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Applicant/Age'ht's Printed Name
(Agent's signatu
Send 3 complete sets of this form and
trlyKant/Agent's Signature
only if an authorization letter from the applicant is provided.)
nying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedEx, etc):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1617 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1617
Raleigh, NC 27604
Date
FORM: BA 30 -2013 Page 4 of 4
7ML
lk
N
IN
iate Project Area
am
TLS .
(Joins sht-pt.,;A) (Inlim-ry wirer
I
0
Itt
00
U')
cn
:fC2
C5E
C
0
c
C
rE
W,
z LS AND MEND
NOW DR FORMERLY,, Of ArD, STANDARDS AND 5FMFICATION5
41 DOUNDIErAN CL cL
PIN' 0742�51 �265 5MITIt - 5MItt tOKVEYCRS INFORMATION —H FROM WAAt
ZONING MD j6.9 46, 5 DATA
OLIVE rROPEKTY,
U5E SI
NGLE FAMILY • lmft.. _131200,� UAIEQ 02 —1 20�. I11Rf.5 .0 OULYEA"
EP ft00011 N ON THE -RortiR, z
Me 5" ri 5 BEEN EVALUATED FORTHE M5T'N-.' Of AETLAID5 I'D 51— ITIt
510ANA5. ALL U,11D wn 01 ob Lu
rRjoOCONSTRUCTION DRAWING
-FKO"-t.. I e AFFECTED PHI-f -0 FUTTI tie rUBuc IV
1fCRE-TON REa,NRE..fNF
THECWN, z c
THO FRWEC7 5tALLI CREATE A dOVIECI—ER5 A553OATICNJ THAT 5NAU. 0" AND 3 1
uj
NCDCHDRI�Ay EMT 15 REQUIRED FOR 5TREF, ACCNNEC�.,�TOW RAUE1Gh
00�5M tow o&AM.G5
R EI5tNIENT 5— 5F FkOVIDED ON THE uj
CAD M�IPER,i,15 let
—AREA RE 0 z
ED
13Y owTjEp Wit nIN Tn[RCA 1.1[
(4 23 AQ LOCATION OF THE GREfTANA
ORA.NC5 ' V
I I AMC 1 5.459 51ChT BA5EMrNT 15 WITP[N mI! =5TING DID RIBICH ROAD RIGHT-Or WAY
0)
T_`5`ORTAUO� FEL5
1H[ c
ALL Wfttt-TION5 PRIOR TO FIAT APPROVAL �.E5f, TEMPORARY 51GH5 5-11AUL BE
GEVrUQFt 51AlL �T WtA!HCR �15 T—RI<Y N,C� NAMI, 5IGN5 AT
Y—AINED BY THE UOPUR UNTIL RE CED M THE PERMANENT 5IGN5
14 CON51RUOto
(OPPOSITE OFrnMD) "I
51DE OF 51REET' 5HILL BE IN tNGU5H AND tPAN1511
ONCE M[ PIP5T UPI OP ASPHALT 15 rA55ADt[ 5Y �EnICUE .TCVPORARY5TRttlN N5
9. 1 BE RfaNRED 'CfCUEARAE AROUND Elp LTFfNCti!NW.AU.AT.fON!,HAU.MkNTAN3 K ID
Now OR
CHANCY 5C1 NEU,91
111!'0742 -..2 -1067 221 K SALEM Si.
ZON[N� MD R11v TOWN "N" BATT HOT UNITED TO TESTING, �UIANi., HITAUATION OF lit
101Ej
PRO',
-cp am=
5tNomp, "�cl J51!� 5INGLf FAMILY Z, I NO 1111 QEI.�.ENI IND BOX 1062
MEA9URF5 OR GRADING, 5TIAIL OCCUR UNTIL KEQJIRLD IROTECTON FENCING I" BEEN IN51AIED AND
IN5 tCTtO A PROTECTION FENCING N5TILA70N PERMIT MAY BE OBTINM AT THE PLANNING DIPAKTV" APEK NC 275M
-- - — — — — — — — — - CAUJNN919249 3426 DO— 91%W-1174
2) PROTIC71ONFE,aN Mo5rMPLACED %ammoon: p-m51
50 AI Away FROM My 5A� TRINt ONE FOOT FOR EACH.NC.1 Or TREE CAIIrM
51ATUEA5 PCFfS�F��OT�ERDE5RDR�RCEC �ATiONA�A SUCH A5 BUT
NOT UNTIED 70 M15TOPJC BUILDINGS AND 5TKUCFURE5 kYETIAND5 AND Mt—
C ALONG THE OUT51Dr 1IM! 01 THE 100 YEAR, rLOODFLAIN AND THE 0.51DE BOOE Or ANY RIARIAN BUA NOMI OR FORM1I11Yp lAk
TO CONE5TRUCTIONI
HALGR-N PROPERTY a; ADVITIONAL rNOTtCTION FENCING MAf BE RLCUIUD IN OIHtR UOCXT*NS CUObf 4
PIN 0742-92-1 IGT ACTIVITY WHERE IT 5 DEEMED NBCE55ARY BY THE ZONING ENFORCEMENT OFFICER. 5UCH AREN5 MAY • "N.N1
DID 1111v E`C))))
ZONING MD
GRADING AND SUPPORT 5TRUCTURn RZe,OCiATECT WFTH ANY REFINING 51R.CTURIE 5HALL NOT
(NCLUDEOUTARfNOTUMIT
AND
ENCWACH INTO A00 RLOARED BUFFER OR PROTECTED AREA (5UCH AS BUT NOT UNITED TO RCk AND
05C SINGLE FAMILY ' Ly
C TiCI, KOOT ZCNf5 OF TREE5, FLOUC UTILITY EA5EMENT5 AND RiGMTS# WAY), AND 5HALL BE
CONTAINED ENTIRELY ON fArt
4'
%
FIELDS AND GkI! TRAII.5 M�T MEET AHY APFUCABif STANDARDS �W IN THE TOWN Oft`Fl��' I N
TO�A
/I f--- 54ANDARD 5MECIFICKtON5 AND CONSTRUCTION OETAIL5 AND tit UQUIRIENMNT5 Or Tit Or ArtY
OR FORMERLY FARA5 AND RJEC"AtON fiffrNKTINICINT
k TOK G) THE 5CR&E.RIG LOADING DCCAt,. ROLL -OUR CONTAINERS OUMF5FER5, Oumom 5IORAG!
TART Pp RCP TA PROPERTY AA
PIN 429 J /Imp P:1'�T2Y2 I Or i/ ME NTHEROOF GROUNDORbULDI SHALL
MD — *A� O'eP So 4 1 o �53 5F MEET THE "GUIRENINT Of 50CTION 6 2 OF THE UDO SFECIFICkilY !,C"CNING MU5T BE
ZONING I o A) IT 15 IN000RPORAMD NITO THE OVCRA.L DESIGN THEME OP THE WILDING AND UkNDt<AFNGO" to "'AT
U51! SINGLE FAMILY 1 7 , I — D) 5ORBIENING MATERJA15 ARE NOT IDFFERJEM FROM OR INFIENCRTO THE FIRNCIFAL MATENAL5 OF THE
BUNUARIG M —OtiCAFE -0 ARE 51 IAIt.N MATERIA1, AND CCt(X
0 5CRiftNING ITEM5 ARE W OF VIM FROM ADJACENT FRART.B5 A� RUBUC 5TRE—, AND A TOTALLY
-ACUr 51aN 5 ACH-ED <
P5 D) ANY HVAC OR OTHER MECHI11CAl OR UTNfFY ECA-1Nff NN — TIT OR HIGHfIt
4 j Ut I BE FENCED I'D LAN05CAPTIET
VINTAGE GROVE r) DUM�R CNCL� MU5T BE EIGHT FEET 74L CR THE HEIGHT Of THE OUNIPSTIF, WHICHEVER 15
GREATER. 1417 BE BUILT Q RY MATERIAL WTTH ORACLAE GATES WHERE 5-55 OR 0
U15DIV1510N OTHER FIANT5 MU51 BE FIANTED OUT51M Frf ENCLOSURE TO �51AAIY tl, THE AFFIF—CE
1 '41 Ali �M ELEMENTS 5� WITHIN A PARTICULAR. PHA5E MU5T M 11451ALUED BtfDRE A FINAL
r \ , ,
v
CE—CA OF�F�MAY�155UED��8U�lW THIN T��
8) PNQRIO5Cr!!OUUNGAHNA.54 iN5ftcriON5,111�M'-���BaN�UM,�tO LIGHTING op 1) IAN� G(1NCUUD1NGMUlCN).2ICRMNING(1E
t;,' 51 , <4
10.2(� "
NOW OR, FORME FUTURE ROAD STABQLIUTION (5UDING). AND NG AND FNT NG M05T BE COMPLETED
SMITH PROPERTY eXTEN51ON SIGN 9) IMNVIVIDUI. INGNE5 ARE NOT —ED � P CP 5- PIAN APrRCVAl FRCIC� A 5"ARIC 51GH PERMIT
�Y
1 U57 Be OBTAINED PRIOR TO N5TALLATION CF THE SIGN MULITTL! U11 N0NRB!NOVNT-
PIN 0742.92-23p_-_/ fl 5U51ON5. � MULTIFLE TENW UCFr5_ MU5T 5UDMT A MA5TEK 5IGNT FLAN FOR APPROVAL
I MINING 5Y5TtM!i PROVIDING A M VERTICAI RELIEF GRZATrR THAN FIVE FEET IN BIGHT WITHIN
U5EWNIN(� MU' AHOR.20NTAL C15T&NCE Of 50 FEET CR Ut55, INCLUDING RZT-ING 1AUL5 OR MECHANICALLY 5TABIN20D Lu • SINGLE FAMILY tAIRSH WAIL5 511- BE XVGNei) AND CCN5TRUCXO UNDER TIYt Rf5rO4511512 CHARGE Of A U615TERED
PROn�40—MG! CMANOCONArlYIN IT I5FECT5WITM THE NC BUILDING COQf5BCrICN IGIO
EX15T)N
IKETANN4G5tNi5 MCC T1NG THESE A 5VARNTE BUILDING T M0KTO5TkR7
WETLANX END Of' 0
Iv�
oYP1cA1) s A ORADIN4, Fi!NA,T — AINrUCABU! CAN BE 55UED BY �E BUILDING IN5F", ON5 Di ON ONLY ATTEIt
T� MAIL APPROVAL Or TREE PROTECPON FENCING. ENE MEA5M5 11 �t AND �ED AND 01
rj 05 COMMIANICC HA5 BEEN 155UM Be THE PUBIUC WOM5 DEPARTMENT
bs M? [5A�U TEMPORARY
OPEN,
C'
i3tp,INGER V�AC;f
0
GRAVEL TURNAROUND
NOW OR FORMERLY
Now
REGISTER FfoRoPf PIT,(, OR FORMERLY
FIN 07AR-S2-14G2 OLIVE PROPERTY 0
I
FIN 0742-51-2557
ZONING ME)
ZONING mo f
. SINGLE FAMILY U5E <
p5e
74W 5� 5INGLE FAMILY C LI
/4
L
;' IMPACT b
z I BUIL ;ING
( 5ETE'Acr,
AREA
(TYPICAL)
To '(5T ;;IDEWALT,
NOW OR FORMERLY
JOYCE F-POf'E?,TY BIO-RfTENT,9N(j 1 1 013 5f
PIN 074292 -/573. 1 A!Kf� J, I pR� FYF) OVEMAD
20NINg,MD (SEE 511ffi POWER LINE 11c'
/ 0 'D 111j FOR E
5n- N&E FANOLY 12q PU5UC UTIIJTY BIUP '4J
— — — — — — — --- cCA-1 vo Lu
4 9'
I
INTE q1l I a
Pip
OCR I '5 T
IT ITT.
T19 TO lik FVMT. 0 TYPE E
70 TOP 5'1GIT—A STOP A •
twffpl It I GHFx4E cRO55VVALK
A51!��fNT- tp�5EM.
CtG AND 5- s I CIA FE
A / Ak-
-6- R&; (TYP) YjTLA i 3
(.ff NOTE 1 1)
iILRiW- - -_ - --
I'v ,
c J ER
-77,- 5(7 R/W 1 PDC
3o, STD CURD 5cp mmw 3. 2013
4 GUTTER (TYP,
Il,t TRC CCfAMVNT5
— — — — — — — — — — — — —
334 13/ 1 A 12� TKC COMVENT5
2
D
I�IQM: �11 FRO Colwe T5
Ro
5K 1435 RATE _
ED
0 2C .0
Rati CrIP)
I 2
GRAPHIC SCALE
NuRDRAIN HR SHALL BE —OULt 4e we
50435. OR SMOOnT WA31 COPR, ON flA51TC
P R Or—
HOLES E ip• P[RPORA.T1TN5 AT b' OR MR Si 4
R4 ROWI arc4 t01ALE FOR HR 51a
r
/
DU 55'C
GLOTM1IE
FABPoC AFpI4D
WASn[G S1CNC
IS' IT-
UND[RDANN MR
TO BC �NSTA •'+AT
0 54 IN 510PE
�N <nvc SCNL No
C_ M'ACTION
UNDERDRAIN CRO55 SECTION (NT5)
NOTE5
QLD RALEIGH ROAD
I ALL MAIM— AND METHODS OP 00N5TRLK1101 SHALL BE IN ACCCIIDANCE WITH TOWN Of APE%
STANDARDS AND SRCIF"TONS
2 DOUNDARY AND TO ^OGRAPn1C INFORAtATON FROM 9MrtM Y 5Nx[n SURVEYOR$
3 COCRTO M 5MALL DON NORI n CAROLINA ONC DAIL (I -000 692 -49491 LOCATE 411 IXISTNG UTILITIES
PHH5 TOBEGIMUNG CONSTRUCTION
4 TM5 SIR 15 LOCAR—THIN THE ER114ARY D kR IN CD "N4GE CA E Vf TY DISTRICT
5 TMC BIO-R UL OIFOH AREA 5MALL LE PIPT fD OM TH A 0-RfTf F EASEMENT WPTH ALCE55 TO A PU[TO RV!
6 THC 1—C OF THE 4 INCH OUTLET CTO PROM THE DUO- R[f[MION CELLS SnAll BC COMPAOf[O TO A
NIE IAUM RA 9 N RAT STANDARD PROCTOR (SHIM D6951
7 THE SURFACE OF RATE FOR THE SO-MENTION MEDIA SHALL BE BETWEEN e 1 MUD AND 2 IILMR
S THE SOO MU OPOTE BIO-O NN 114GN AREA 15 BANNED TO R DCR UNI 500
9 THE `AD MUST NOT BC GROWN IN 5pt PnTH AN 1MPERMFA&t CUY UN[R
5 WEIN _rw`1
RCfA TD GRNANG SBDWA
T 0 [ 5 MC T MID
FL/.Y FOR TOP aX µO^.5 iA&L'ZED
D.M e�- IAIA;N � ERhvVIEI.T n�SICN
colrtRx MAT
RUrcR To cRADINc
FOR S�LLWAY
ssN.4,��'1 •r;b311 e¢YAnou F:ccti<.Ctf°A��;.
RAMANST EROSION MAI TO BE
-300 DT NORTH AARJLCAN —IN
AT Dv C[:RP, OR
A�MOOJ[G mu.
5ECTiON THROUGH SPILLWAY (NT5)
V I
I IIIIIII��
BIOPETENTION CELL: FOPEBAY DETAIL
O T'ET
PIPE
GRA55 CU55 RIP -
- RAP
`FABRIC
10410 (.7 PLUNGE POOL
ITEM B
BMPf1
`
cAl - EN'GIN AG DAR NY OIL' PROGRAMS
/
y /
/ EXI5TING/ -
CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl
WETLAND5
/ (TYPICAL)
4 O
I
MIATDL.L
A
C 4
433 9
D 4
4288
E 1
12B 5
F 4
435 O
G 4
2a 5M?
/
/ \MAINTENAN
) —_7 // // / CASEMENT
/
—__
I 4
TOP OF BERIA
=4350
J 1
15' RCP
2a' - I
ENGINEERED RLL MAlER1AL COMPOSTION
85 - DB %SAND
G - 12# RNCS
5'WI E / 1
15' FE5 ICU /
HI -FLOW '6. — 428 5 /
% ! /
_ _
5Y /PASS (MELD VERIFY)
5TREAM BANK /' / ! (55f DETAIL) /
5TABILIZATION /
xT.IACx
R15ER
N/ I
(SEE DETAIV , /
NOTES
-
9
((//T1
pp00000 OOOOOOOO/ 000��
THE PH05PnORU51NDEN FOR DTE 501L 1.1EDIA 5MALL
d
/
BE BETWEEN 10 M40 30
434
2 THE INFILTRATION RATE FOR THE 501L MEDIA SHALL
L
BE BETWEEN 1 IWHR AND 2 (WHIZ
4
NuRDRAIN HR SHALL BE —OULt 4e we
50435. OR SMOOnT WA31 COPR, ON flA51TC
P R Or—
HOLES E ip• P[RPORA.T1TN5 AT b' OR MR Si 4
R4 ROWI arc4 t01ALE FOR HR 51a
r
/
DU 55'C
GLOTM1IE
FABPoC AFpI4D
WASn[G S1CNC
IS' IT-
UND[RDANN MR
TO BC �NSTA •'+AT
0 54 IN 510PE
�N <nvc SCNL No
C_ M'ACTION
UNDERDRAIN CRO55 SECTION (NT5)
NOTE5
QLD RALEIGH ROAD
I ALL MAIM— AND METHODS OP 00N5TRLK1101 SHALL BE IN ACCCIIDANCE WITH TOWN Of APE%
STANDARDS AND SRCIF"TONS
2 DOUNDARY AND TO ^OGRAPn1C INFORAtATON FROM 9MrtM Y 5Nx[n SURVEYOR$
3 COCRTO M 5MALL DON NORI n CAROLINA ONC DAIL (I -000 692 -49491 LOCATE 411 IXISTNG UTILITIES
PHH5 TOBEGIMUNG CONSTRUCTION
4 TM5 SIR 15 LOCAR—THIN THE ER114ARY D kR IN CD "N4GE CA E Vf TY DISTRICT
5 TMC BIO-R UL OIFOH AREA 5MALL LE PIPT fD OM TH A 0-RfTf F EASEMENT WPTH ALCE55 TO A PU[TO RV!
6 THC 1—C OF THE 4 INCH OUTLET CTO PROM THE DUO- R[f[MION CELLS SnAll BC COMPAOf[O TO A
NIE IAUM RA 9 N RAT STANDARD PROCTOR (SHIM D6951
7 THE SURFACE OF RATE FOR THE SO-MENTION MEDIA SHALL BE BETWEEN e 1 MUD AND 2 IILMR
S THE SOO MU OPOTE BIO-O NN 114GN AREA 15 BANNED TO R DCR UNI 500
9 THE `AD MUST NOT BC GROWN IN 5pt PnTH AN 1MPERMFA&t CUY UN[R
5 WEIN _rw`1
RCfA TD GRNANG SBDWA
T 0 [ 5 MC T MID
FL/.Y FOR TOP aX µO^.5 iA&L'ZED
D.M e�- IAIA;N � ERhvVIEI.T n�SICN
colrtRx MAT
RUrcR To cRADINc
FOR S�LLWAY
ssN.4,��'1 •r;b311 e¢YAnou F:ccti<.Ctf°A��;.
RAMANST EROSION MAI TO BE
-300 DT NORTH AARJLCAN —IN
AT Dv C[:RP, OR
A�MOOJ[G mu.
5ECTiON THROUGH SPILLWAY (NT5)
V I
I IIIIIII��
BIOPETENTION CELL: FOPEBAY DETAIL
O T'ET
PIPE
GRA55 CU55 RIP -
- RAP
`FABRIC
10410 (.7 PLUNGE POOL
DESIGN iNFORMAiION
ITEM B
BMPf1
`
cAl - EN'GIN AG DAR NY OIL' PROGRAMS
Amu
A 4
4320
CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl
pATi
B 4
4 O
N
MIATDL.L
A
C 4
433 9
D 4
4288
E 1
12B 5
F 4
435 O
G 4
4340
H 4
433 5
I 4
4' HDP[
J 1
15' RCP
ENGINEERED RLL MAlER1AL COMPOSTION
85 - DB %SAND
G - 12# RNCS
AT..,N or
_ I
_ _
xT.IACx
NOTES
-
-'0I
vT —J
aur¢ivp
THE PH05PnORU51NDEN FOR DTE 501L 1.1EDIA 5MALL
.vucx
BE BETWEEN 10 M40 30
.eRC an u+murt
2 THE INFILTRATION RATE FOR THE 501L MEDIA SHALL
BE BETWEEN 1 IWHR AND 2 (WHIZ
3 5ACCY.FILL OVER THE 15' RCP OUTLET PIPE SHAH BE
BID- RETENTION BMP CRO55- 5ECTION
(N.T.5.)
4 UNDEKDRA(1455MALLLL P15CHAPGE THE LEVEL
SPREADER
DESIGN iNFORMAiION
ITEM B
BMPf1
`
cAl - EN'GIN AG DAR NY OIL' PROGRAMS
R
A 4
4320
CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl
pATi
B 4
4 O
N
C 4
433 9
D 4
4288
E 1
12B 5
F 4
435 O
G 4
4340
H 4
433 5
I 4
4' HDP[
J 1
15' RCP
ENGINEERED RLL MAlER1AL COMPOSTION
85 - DB %SAND
G - 12# RNCS
3 - 5 %ORGANIC
NOTE5
1 FA k TE TRASH RACK DY
WTLONG Y4 R[BAR 5PAC[D B'
ON CEMER
2 50Lr BOTTOM OF TRASH
�,�' MINIMUM 10'IX[P RACK TO TOP OF 24124' RISER
Of - -12• wPaw. ,� ��"�2„ Z4• SUCH THAI N MKf OF REMOVED
1:, ?, �Dw-IY <C /-• "' LYISTIYG F(M ALGdS
5CHTOM
m eeormnE 1 meR
Jb
RIP -RAP 5WALE AND HIGH -FLOW 31
DYPA55 DETAIL NT -5 DETAIL - TRA511 RACK
STRUCIUIRµ DMP fAN51RUCTgN SCOUCNCC
Tre PouwnrvG MUST Q;CUR rwDR r0 FINN �w ANLYO4 ccrHrtlu�c a aceuPANCVICO)
I ALL 5TI -11.11A. BMP5 U05T BE INST —D 14 ADCORDANCE — TC APPROVED CONSTRUOTON OPAW�W5
2 THE DESIGN ENGINEER MU5T SUBMT AN AS-BUILT PACYAGL MUCII MEETS ALL ROUIREMEW5 PRESENTED IN THE
10WN SPEC BOOK 1NCWD NG A SIGNED AND SEALED CERTIFICATION 5TATBOCNT
3 —MIT TIE 4PPROPWATC 9 GHCD STRV.' -fURA1 BMP NM AGRCLIA[NT AND MAINTENANCE GUARART[E TO THE
D[V[LCRM[AT PROHCt9 COORTINATOR IN COn STRUCi ON MMlAGCMtM AT 249 3394
4 A FINAL WSRCT ON BY THE !NN IRONMENTAL PROGRNU5 MANAGER 5H?LL M CONDUCTED ONCE TR A5-BUILT
SLIpNI1TAI PAS B 1D TFt OWNS CNC[AYrNOVED, IMG GNVIPIAIM[tUµ PROGRAMS MANAGER WILL SENDS NAP
APPROVAL IE1TiR lU THC OWNER
5 IN JEU OF 9TRIACILIRAL BMP COMBE710N AND M— AM"ON4 BY THC ENVIROMAENTAL PROGRAMS MANAGER THE
TOWN MAY SCCEFT A PfRfORM41CC GUARANTEE IN ACCORDANCE WITH LIM SECTION a 112(G) IF M OCNTRBIfTwG
DRNNAGE AREA FOR THE BMP5 6 UN51I B AT THE TIME OF FINAL FIAT APPROVAL FOR A 5UBpV1510N, THE TOWN
WILL ALTDW A —MIR SYSTEM TO BE CONI = TO THE EMERGENCY DRAIN 5,RD TO OE-WATER THE VOLUME OP
THE 5 51N OVER A 2.3 DAY 01) POROU5 EARLE5 ShAL. [RhER OO TNUE TO BE MA,NTN4ED TIP CpfNCftTING
fROM A SEpIM[NT DAS1N1 OR U IN$iALLtO ANY ORJM— MU5T 5E CARED OR FU.-
6 HL STRUMP NAPS ARL RWUIRLD 10 M COMPLETED MCC TO A flN CO FORA SITE PLAN AND IS &0. CP
900. OF CO5 —11 N A SUBUrv151DN IP lnC Su5D1v SIUn b 10 R PnA5Ep, ALL STRJCNRAL BMP9 SnNl CE
COYAPLETfD PWOR TO 155UANCE OF 900. OP C05 —IN THAT MASS
7 6 A STRUCTURAL BMP COUNTS TOWARDS RCA T12 RLOUIRM UNpi; MING 5n BE IIbTALLED WRING THE
AP^RDPNAR GROWANG SEASON AND OOOROINATCD ATTH THE TOWN ZONING COMPUANQ OMI— AT 249 3426
UIMM AA[NGYI rnEd 0330 rolluYr a LPU (A
AMI1gC. IDIYL) 161.NLm PDL NWIACRAmY!
SMDIIGU4M: qT M , S.OM1D CXdhW KGRABpL
Lp �� lv v Mlq
b SIRfAY O15TURBN S
n AuErm
SEDTNXN A -A
STREAM BANK STABILIZATION DETAIL
NO NTION SOIL NO
NOREt[MION 5dL MIXTURE fB5Ml 5HALL BE FLACED AND GRADED U51NG LONv
GROUNDtONTACT PR[ 55U EQUIPMENT OR BY C AVATOK5 ANpO BACRMOES OPERATING ON
THE GROUND ADIPLENT TO THE 5o""N 10N FACILTIY NO HEAVY EOUIRAENT SHALL BE USED
YATHIN THE fLwMETSII OF THE DIOR[TENTON FACIL" D[POR[, OURING OR AFTER THE PIACCMFNT
OF THE SEMI THE D5M SMALL D[ PLACED IN HORIZONTAL I.ATERS NOT TO ETCEEO 12 lNC FOR
THE ENTIRE AREA OF THE Bo"" NTION FACIUTY THE B5M SHNL BE COMPACTED BY SATURATNG
THE ENTIRE AREA Of THE SIDRFT[NTION PACllltt A°TCR EACH LIFT OF 55M 15 PLACID UNTL WATER
ROW fING TM[ VN OMATt A'- COIL TK ORATION SMALL DE U5EDT] DYSPRAYING CR
9PRINw1w; AN ARROPRTAiC SCDIMCIR CONTRd O['ACC SMNL B[ l5[D TO TREAT ANY
SEDIM[M TED WATCRDISC CH5T CRDM THE Ht rACIRAIN IF CO BSM BECOMES
CONAPMINATED DURIIYs iMP CONSTRUCTION OP TMC FACILITY, TnE CONTAMINATED MATER1A19HALL
BF REMOVED AND RCfl ACED GRAVING UNCONTAMINATED BE HER 1 AT NO AFTER A 24 COST TD TMC
PMOO51 RATION HNALN5 SHALL OF THE IN 2 SHNL ee RRFORMCO AFTERV 24 HOUR nt CIAN AOT
PFPJOO flNP1 EIEVAT10N5 5MALL DE WITHIN 2 INCHES OF EiEVATION9 SMOW'N ON inE CONTACT
PUNS _
THE BIORTCNTION 501L NIIFTURC (D5M) 511 L BE A UNIFORM MIX FREE OF 5TONC5 5TJMP9,
ROOTS, OR OTM[ R 5IMIWL OBIECTS IPRGER TnPN 21NCME5 EXCLUDING MULCH NOOTHER
MATMAL5 OR 5U55TANCE5 5r 5E MIXED OR GUMMED WITHIN THE NORETFNTION SREA THAT
MAT BE HARMFUL TO RAM GROIRTM, OR FRDI E A HINDRANCE TO THE PMJTTING OR MAINTENANCE
OPERATIONS
PWORTO PLACING THC UNDCRDRAIN AND THC B5M, THE BOTTOM OF THE VCC VAT1d1 SMALL M
KGTO- TILLED TO A MINIMUM DEPTH OF G INCH E5 TO ALLEVIATE ANY COMPACTION OF THE FAGUT,
BOTTOM ANY SUBSTITUTE MCTh00 MR ROTO- TELLING ML5T BE AfPROVCD BY THE CNGINECR
PRIOR l O US[ ANY PONOW WATER SMALL BE REMOVED FROM THE BOTTOM Of THE FAC{Lltt AND
THE 50L SHALL BE fwABLE BEFORE ROTO FILLING
DESIRED NOR[T[NTION SOIL MIXTURE YM UL5 Btl— 5 5 AND 6 5
TrIE Pn05PMORU51nOCY FOR THE SOIL MEDIA 5MALL CE BERVLEN 10 AND 30
THE 51GNATUKE5 AHMED BCIOW CERTIFY THAT TFI5 SHEET, MA5 BRA R- NICWSD AND 1 -mlTN) 50{FLLY
RRTHC CERTIFICATIONS 5GNE0 ON THE co"R SHEET OFy ° 5TRU'- NCW.5
�l ES
`
cAl - EN'GIN AG DAR NY OIL' PROGRAMS
R
CAT - TRANSPORTS N DATE PWINING
DAR
CIA - BUILDING INSTGT 5 OATS BANNING- TRAN5FORT dl
pATi
PUCLIC \NCJRK9 -WATER .R OATE BR^-
DATE
N
PJBJC NORFS - CLCCTRC \ DATE PARES. RECREATION a CULTU R'3
PUBLIC'NORX.5 - 5 t C DATE
DATE
0 10 20 40
GRAPHIC 5CALE
U O1
J
J
d a
-O
v If 1
ZZ «
ad � LLj E
LU
la z
Z a
V G I.
R� O
/ LLI
I'
.C�
W
U
221 N. SALSA SL
SURE o01
PO BOX 1062
APEK NC 27502
OHE: 919- 387.1174
tlplltr.ow: P4151
AR r
.��TjF.!✓�� CNP y`��tf
i Z
3 _
W 3
...L Q
W
U Q
., / 0_
D
I L Z
W
Q W
O
W
I
P =20 PDC
5EPTEMBER 3, 2013
1;3CYI4 I TA. TIC CONMCIIT5
311 XI 21N TRC COMiV!!W5
4116115 POND GRAOING
II
13 16
QL-
ev
,, DKZrn� � Zrn0 1` "f � rn Z
6l CP U-41 _ D
G>ZN� 1 zz-N 70 1
O
rZ;rrnn l
710 /V
co
rn
,
\ USN
Ilk
IN
rn
D
--! ` _ m
I; I Ul C)
- -
o
A4
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Govemor Director
October 31, 2013
1VI Development
Attn: Joseph lonnane
501 N. Salem Street
Apex, NC 27502
John E. Skvarla, Ill
Secretary
DWR # 13 -1125
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 026.0233) WITH ADDITIONAL CONDITIONS
Edwards Creek
Dear Mr. lonnane:
You have our approval for the impacts listed below for the purpose described in your application dated
October 2, 2013 and received by the Division of Water Resources (Division) on October 18, 2013. These
impacts are covered by the attached Water Quality General Certification Number 3886 and the conditions
listed below. This certification is associated with the use of Nationwide Permit Number 14 once it is issued to
you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local
permits before proceeding with your project, including those required by (but not limited to) Sediment and
Erosion Control, Non - Discharge, and Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certification and the following
additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general conditions of
the Certification, General Permit and /or Buffer Rules are met. No other impacts are approved, including
incidental impacts.
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Stream
49 (linear feet)
0 (linear feet)
Nftirally i` Carolina
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Phone (919) 791 -4200
Internet: www.ncwateraua&X,orq Location: 3800 Barrett Drive Raleigh, NC 27609 Fax (919) 788 -7159
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
4t
Edwards Creek
DWR #13 -1125
401 AND BUFFER APPROVAL
Page 2 of 3
Buffers — Zone 1
2,154 (square feet)
0 (square feet)
Buffers —Zone 2
722 (square feet)
0 (square feet)
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Pre - Construction Notification. All construction activities, including
the design, installation, operation, and maintenance of sediment and erosion control Best Management
Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning fencing (or
similar high visibility material) for the areas that have been approved to infringe within the buffer, wetland
or water prior to any land disturbing activities to ensure compliance with 15 NCAC 02H .0500.
4. This approval is for the purpose and design described in your application. The plans and specifications for
this project are incorporated by reference as part of the Certification and Buffer Authorization. If you
change your project, you must notify the Division and you may be required to submit a new application
package with the appropriate fee. If the property is sold, the new owner must be given a copy of this
approval letter and General Certification and is responsible for complying with all conditions.
5. This approval and its conditions are final and binding unless contested.
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of General
Statute 1506 by filing a written petition for an administrative hearing to the Office of Administrative Hearings
(hereby known as OAH). A petition form may be obtained from the OAH at http: / /www.ncoah.com/ or by
calling the OAH Clerk's Office at (919) 431 -3000 for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing fee is
received in the OAH during normal office hours (Monday through Friday between 8:00am and 5:00pm,
excluding official state holidays).
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the petition
along with any applicable OAH filing fee is received by the OAH within five (5) business days following the
faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail If sending via delivery service
via the US Postal Service: (e.g. UPS, FedE'x):
�J
Edwards Creek
DWR #13 -1125
401 AND BUFFER APPROVAL
Page 3 of 3
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699 -6714 Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Please send one (1) copy of the petition to DWR:
if sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR - DWR — Webscape Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
lfsending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR -DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and the Neuse
Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri Smith at 919 -791 -4251 or
cherri.smithCa@ncdenr.gov if you have any questions or concerns.
incer ly,
Danny Sm' , Supervisor
Water Q ality Regional Operations Section
Enclosures: GC 3886
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Drive, St. 105;
Wake Forest, NC 27597
Jeff Harbour; Environmental Services, Inc.; 524 S. New Hope Road; Raleigh, NC 27591
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCroy Thomas A Reeder John E Skvarla, III
Governor Acting Director Secretary
July 11, 2013
Joseph V Ionnane
JVI Development II, Inc _
501 N Salem Street, Suite 105
Apex, NC 27502
Subject Surface Water Determination Letter
NBRRO #13 -141
Wake County
Determination Type
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 213 0233)
Start@
Stop@
® Ephemeral /Intermittent/Perennial Determination
El Tar-Pamlico (1 5A NCAC 26 0259)
A
P
❑ Isolated Wetland Determination
[:]Jordan (15A NCAC 2B 0267)
DWQ Flag
Project Name
Location/Directions
Subject Stream
Edwards Property
Undeveloped tract located south of Old Raleigh Road and east of Apex
Peakway in eastern Apex, NC Wake County PIN# 0742828176
UT to Swift Creek
Determination Date: July 11, 2013 Staff: Michael Young
Feature
E/I /P*
Not Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
A
P
X
DWQ Flag
Property Line
X
X
A
I
X
Property Line
DWQ Flag
X
X
*E111P = Epherneral/Intermittent /Perennial
Explanation The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolma or the most recent copy of the USGS Topographic map at a 1 24,000 scale Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream There may bg,ne
hCaro
hfo h na
Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Intemet www rimaterquality org 1628 Mail Service Center Raleigh, NC 27699 -1628
An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper
Phone (919) 791 4200 Customer Service
FAX (919) 571 -4718 1- 877 - 623 -6748
Edwards Property
Wake County
July 11, 2013
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality
This on -site determination shall expire five (5) years from the date of this letter Landowners or affected parties that
dispute a determination made by the DWQ or Delegated Local Authority may request a determnation by the
Director An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and /or adjacent owners) is notified of this letter A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWQ WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days
The owner /future owners should notify the Division of Water Quality (including any other Local, State, and Federal
Agencies) of this decision concerning any future correspondences regarding the subject property (stated above) This
protect may require a Section 404/401 Permit for the proposed activity Any inquiries should be directed to the
Division of Water Quality (Central Office) at (919)- 807 -6300, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919) -554 -4884
If you have questions regarding this determination, please feel free to contact Michael Young at (919) 791 -4200
Respect ly,
Danny Smith
Regional Su ervisor
cc RRO /SWP File Copy
.4fri
Ole) I
Ke_:�
slvit�i
Zf rol Vu
iiV
Ali
A
7 17
ak 10, 4=4,
CN
m a
tp
ON
T
ro.,
op,
Ira
r
:Sv
Iff
to
i
•r t5
MfB
- %' v GrC
D � M�3
Wy.
GrC ®rD GrB GrB
13 0
rB
GrC
i, Wy \ /' CLC
Crc
2 CrC '�.
MgC
` CrF3
MfC
vIgB �= 04
it
Y - Cr -- 11 Cri32 CrC2)
,.--, -
/ � MfC �� iV{fCy,( ;r � ° li , / UrC%
!/ d v _ 10 1
MgB2 ,
ON
'et
Oj
m
U.S. CORPS OF ENGINEERS
P y-
WILMINGTON DISTRICT
Action Id. SAW -2013 -02090 County: Wake U.S.G.S. Quad: NC -APEX
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: JVI Construction
Joseph Ionnane
Address: 501 North Salem Street
Apex, NC, 27502
Telephone Number: (919) 387 -6962
Size (acres) 9 nine Nearest Town Apex
Nearest Waterway Middle Creek River Basin Upper Neuse. North Carolina.
USGS HUC 3020201 Coordinates Latitude: 35.7337
Longitude: - 78.8354
Location description: The nine acre project site is located approximately 1,300 feet east of Scheiffelin Road and directly south
of Old Raleigh Road, in the Town of Apex, Wake County, North Carolina. PIN: 0742828176.
Description of projects area and activity: The purpose of the project is to extend an existing culvert under Old Raleigh Road to
allow for access into the Edwards Creek property, and a planned housing development. This Verification (permit) authorizes
49 linear feet of iurisdictional stream impacts in order to extend an existing culvert and construct a road crossing.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit Number: NWP 14 Linear Transportation Proiects.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated October 21, 2013. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order and /or
appropriate Iegal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone 919- 807 -6300) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at (252) 808 -2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals /permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Craig Brown at 919 -554 -4884 x35 or Craig.J.BrownAusace.army.mil.
0
Corps Regulatory Official: Craig Brown Date: October 24, 2013
Expiration Date of Verification: 0311812017
�A \V -2013 -02090
Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis for Determination: The iurisdictional stream that will be impacted within the project area is a relatively
permanent waterway (RPW). Ordinary high water marks (OBAI) were indicated by the following physical characteristics:
clear line impressed on the bank, shelving, destruction of terrestrial vesetation, sediment sortinLr, and riffle pool complexes.
This unnamed tributary flows into Williams Creek, which flows into Swift Creek, which flows into the Neuse River, a
traditional navigable waterway (TNW).
Remarks: None
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' CIean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303 -8801
Phone: (404) 562 -5137
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A (Preliminary M.
* *It is not necessary to submit an form to the 1 ision Office if you do not object to the determination in this correspondence. **
Corps Regulatory Official:
Craig Brown
Date of JD: October 24, 2013
Expiration Date of JD: N/A (Preliminary JD)
SAW -2013 -02090
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete our customer Satisfaction Survey online at hM2:// per2 .M.usace.army.mil/survey.html .
Copy furnished:
Agent: Environmental Services, Inc.
Jeff Harbour, PWS
Address: 524 South New Hone Rd
Raleigh, NC, 27610
Telephone Number: (919) 212 -1760
NC DENR Cherri Smith
SAW -2013 -02090
Action ID Number: SAW - 2013 -02090 County: Wake
Permittee: TVI Construction
Joseph Ionnane
Project Name: Edwards Creek subdivision, Apex, Wake County, PIN: 0742828176
Date Verification Issued: October 24, 2013
Project Manager: Cram Brown
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Craig Brown
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date
`.;, ` •' '_; , NOTITICATI0N'0Z:s': ADNLTI TSTRATIUE AP EAY,'
P UPTTONS_AND,PROCESSRND
1 _
;.i� •I „ , , •.+i . .'�, t _ t�
`RE,QUEST,.WR APPEAL
�•i �41'•��till �, 11." ��' �t<'i l..�•J'r Sp.. -.
�'Y
`�1:, •mot`.
Applicant: JVI Construction
File Number: SAW- 2013 -02090
Date: October 24, 2013
Joseph Ionnane
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of permission)
A
PROFFERED PERMIT Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at hfp: / /www.usace. army .mil /ineVfunctions /cw /ceewo /reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terns and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
S: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division, Attn:
Mr. Jason Steele, Administrative Appeal Review Officer
Craig Brown
CESAD -PDO
Raleigh Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Drive, Suite 105
60 Forsyth Street, Room 10M15
Wake Forest, North Carolina 27587
Atlanta, Georgia 30303 -8801
Phone: (919) 554 -4884 x35
Phone: 404) 562 -5137
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investi rations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Craig Brown, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD -PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303 -8801
Phone: (404) 562 -5137