SW8121101_COMPLIANCE_20121130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_"�GB I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Permit Number SW8121101
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Family Dollar Richlands
Location Address
US 258 And NC 24
Richlands
Owner
Owner Name
Eastern Pride Inc
DateslEve
NC 28574
Scheduled
Orig Issue App Received Draft Initiated Issuance
11/30/12 11 /09/12
.egulated Activities
State Stormwater - HD - Sand filters
Outfall NULL
Waterbody Name
Central Files: APS_-_- SWP_
11 /30/12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Barnes Boykin
Secretary
2405-F Nash St
Wilson
NC 27893
Public Notice Issue Effective Expiration
11 /3 0/ 12 11 /30/12 11 /30/20
Requested/Received Events
Additional information requested 11/14/12
Additional information received 11/26/12
Additional information requested 11/28/12
Additional information received 11/29/12
Stream Index Number
0
Current Class Subbasin

Permit Number. �W �� ! 1
(to be provided by DWQ)
rlia
_ of warp
�4�O7
`' 4WENR T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
SAND FILTER SUPPLEMENT
This form must bo rlled out on line, printed and submitted with all of the required information.
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the l8M Agreement (Section /to
it. PROJECT INFORMATION '
Project name !Family Dollar Richlands=
Contact name Marie Peedin
Phone number 252-945-2983 `
Date September 14, 2012
Drainage area number 1
II. DESIGNINFORMATION
Site Characteristics
Drainage area (AD)
39,901.00 fe OK
Impervious area
23,643.00 fe
% Impervious (IA)
59.3°% %
Design rainfall depth (Ro)
1.50 in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume
Design volume (WQV)
Adjusted water quality volume (WQVAJ
Volume contained in the sedimentation basin and on top of the sand filter
Top of sand filter/grate elevation
Weir elevation (between chambers)
Maximum head on the sedimentation basin and sand fitter (ha,)
Average head on the sedimentation basin and sand filter (ha)
Runoff Coefficient (Rv)
Type of Sand Filter
Open sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dam)
Closed/pre-cast sand filter?
SHWT elevation
Bottom of the sand filter elevation
Clearance (dam)
If this is a dosed, underground closed sand filter. The clearance between
the surface of the sand filter and the bottom of the roof of the underground
structure (ds m)
3.60
in
0.14
inlhr
0.03
ft3lsec
0.07
ft3lsec
0.04
ft3lsec
2,911.00 ft'
2,183.25 fP
2,250.00 ft3 K
69.5 ft amsl
58.6 ft amsl
2t0 R OK
Ito ft OK
0.58 (unidess)
YorN
55.50 ft amsl
55.00 ft amsl
U0
y YorN
55.50 ft amsl
55.00 ft amsl
0.00
ft
L 3 0' e-
NOV 2 9 2012
Form SW401-Sand Fllser•Rev.5 2009Sept17 Parts I and It. Project Design Summery, Page 1 of 2

Permit Number:
(to be provided by DWQ)
SedimeAtation Basin
Surface area of sedimentation basin (As)
r.Sedimentation basin/chamber depth
Sand Filter
Surface area of sand filter (AF)
Top of sand media filter bed elevation
Bottom of sand media filter bed/drain elevation
Depth of the sand media filter bed OF)
Coefficient of permeability for the sand filter (k)
Outet diameter
Outlet dischargetflowrate
Time to drain the sand filter (1)
Time to drain the sand filter (t)
Additional Information
Does volume in excess of the design volume bypass the sand filter?
Is an off-line flow -splitting device used?
If draining to SA waters: Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 3INt from surface waters (50ft 9 SA waters)?
If not a dosed bottom, is BMP located at least 100ft from water supply wells?
Are the vegetated side slopes equal to or less than 3:1
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
What is the width of the sedimentation chamberlforebay (W&J?
What is the depth of sand over the outlet pipe (dpipe)?
550.00 ft2
OK. Meets minimum, but may need to be increased to
3.50 ft
680.00 rye
Increase surface area.This will also increase the
57.00 ft amsl
55.00 ft amsl
2.00 ft
2.00 (ft/day)
15.00 in
0.02 ft3lsec
6.20 hours
OK. Submit drainage calculations.
0.26 days
y YorN
OK
y Y or N
OK
na Y or N
Enter Data
0.00 ft
na Y or N
Enter Data
Y or N
Enter Data
y Y or N
OK
y- Y or N
OK
YorN
10.00 ft OK '
2.00 it OK
M
r,a,_ ,f% 11 -
NOV 2 9 Z012
Form SW401-Sand Filter-Rev.5 200e8eptl7 Parts I and II, Project Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
Ill: REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal
r package will result in a request for additional information. This will delay final review and approval of the project. Initial
in the space provided to indicate the following design requirements have been met. If the applicant has designated an agent,
the agent may initial below. If a requirement has not been met, attach justification.
Initials Page/ Plan
Sheet No.
i 1. Plans (1' - 5Y or larger) of the entire site with labeled drainage area boundaries
�- System dimensions (length, width, and depth) for both the sedimentation chamber and the filter
chamber,
- Maintenance access, f
- Flow splitting device, ,,-
Proposed drainage easement and public right of way (ROW), i -)/-
Design at ultimate build -out, ✓
- Off -site drainage (if applicable), and P-//A-
- Boundaries of drainage easement. , ✓ 1►4
C Ga 2. Plan details (1" = 30' or larger) for the sand filter showing:
- System dimensions (length, width, and depth) for both the sedimentation chamber and the
chamber,
- Maintenance access, ✓,
- Flow splitting device,
- Vegetative filter strip dimensions and slope (if SA waters),'//4
- Proposed drainage easement and public right of way (ROW), r/r~
- Design at ultimate build -out, `_
- Off -site drainage (if applicable), and/g
- Boundaries of drainage easement. tJ r -
filter
LOd Z- 3. Section view of the sand filter (1' = 20' or larger) showing:
- Depth(s) of the sedimentation chamber and sand filter chamber,
- Depth of sand filter media, x---'
connection between the sedimentation chamber and the sand filter chamber and weir elevation,
✓SHWT elevation,
Outlet pipe, and
- Clearance from th surface of the sand filter to the bottom of the roof of t ��
applicable). �� -
f 4. A soils report that is based upon an actual field investigation, soil boring nd JQt0tLonJtega4 Th
results of the soils report must be verified in the field by DWQ, by completi submitting the soils
investigation request form. County soil maps are not an acceptable source . ils inforrna inn.
k-1A 5. Supporting calculations (including drainage calculations)
6. Signed and notarized operation and maintenance (0&M) agreement
7. A copy of the deed restrictions (if required).
I�
SEP 2
Form SW401-Sand Filter-Rev.5 2009Septi7 Part III, Page 1 of 1

..5 .r[' .i 'r -". fir I r' ',il. r ,r r. •ti � J� � � .. � { _ _ -Ilk
_.4{^ :; �� fit '. J •� i +. . r � .. . .. ]. it 1 .•{'. .1!} �C it _ 1 , ... 1, '. ''r .�
s ,r• : ',�: �'. �� - ., . tips. h .r, r,
r , •. ,S� •. � •. a: .feu

Permit Number: S�'W11 .
(to be provided by DWQ)
Drainage Area Number:
Sand Filter Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the sand filter.
— The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds
six inches.
— Once a year, sand media will be skimmed.
— The sand filter media will be replaced whenever it fails to function properly after maintenance.
The sand filter will be inspected quarterly and within 24 hours after every storm event greater than
1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance will be kept in
a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
Entire BMP
Trash debris is present.
Remove the trashZ debris.
Adjacent pavement (if
Sediment is present on the
Sweep or vacuum the sediment as soon as
applicable)
pavement surface.
possible.
Perimeter of sand filter
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide lime
and a one-time fertilizer a Hcation.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
hei ht
Flow diversion structure
The structure is clogged.
Unclog the conveyance and dispose of any
sediment offsite.
The structure is damaged.
Make any necessary repairs or replace if
damage is too large for repair.
Forebay or pretreatment area
Sediment has accumulated to a
Search for the source of the sediment and
depth of greater than six inches.
remedy the problem if possible. Remove
the sediment and stabilize or dispose of it
in a location where it will not cause
impacts to streams or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
top
-� 2012
Form SW4Q1-Sand Filter O& ev.4 t17�
e
Page 1 of 3
5EP 2 5 2012
sY:

) t,11 iIt. / t: fr i
(. r!1 TICK tL 1qit A rji,-, of III.;v.tl IJr,•,'' Ifli'i, 'f'I')?!SL ,!u ii'•{`+ 1 LL I' '
in hum ,''S•; Jew m v- L ya Hpm It'Jt. Amu; -?; fll ••.I',::.'imrfTf°tWtfli`7''fd'p- Fit%. ,!✓ JrT1l .1 ��? fTV;t .'r
I:f€[ ,ii•.1 !r II',iy 1 tlt,.t�.: ,i ♦• t'f krr'J'7iI"1 f11 ."ft A' } n.'J 7 ",1. f11.i +i`
{?.f '"k �•1 �� L+-i .t i',i',Il if!! „,lfii 7: '•7'
€;I -ir`iq ,-Iiihl}lI,ait. II1 11f1L.lrtirL€:IT
T?r�fi }rtlia^ �'i f,� t]aUM efY,fl'iia']r r]'F .>,t17+'� fj! I:r{h'€hill on; U't i�L'N 7:e :3ui rill!'', -)-I!'
e
rJ•'-t.,'1Y' TO, .,.:€'7'L',f?,f;l•Iali'IE2,11If. IJ rrrr•)T, 1 .rJZ',t t,.€r'=2`+li�
'Ji'1„1 .'LP
),JtJ4,'i) ,it if T . if: !I'f�j1;; JY+F i!{l: f'71111I 1]i '•': tia' !f tyS7 r+7 +':fi'll :.7 �:/:-jt'�:JT ::'i .:E l: f:l i'iyfl' i'tijli I:f?f {'ll, r
ILIA , jfre1"m j1 9VI i'.1'[rt14 vIfy, 1010 2'fiif+% ISf :'4It:'T Sh 1{NO, ;it iy,}'! r!.'ftt:rt rl Id liftr,
tl 195 'ri' UPI! i!'f : 10001_111 1 i`c.:"L{J'r:).i ., ti rtut ~1 Iris i , „1 ri (f.I .1 ) !1 .[ 'tJ� -'JI'I _Lr, I!..
c.VJ,I{1fTF :`i: jJ Im if3r'L-`'C1'3r'� Hfa.c; r,-jdiv,1,I,., r.`+ 1'.':+',esii
may' t ..�_ •" 1 S
� Ir Q '
how;m ?i
EryriNOW. I.7 i j
..'l1
, ? „r,rl., '•r iu ,f)�. 'JTI� :.ii{lt�:., r !r rr ..!•s. ? i�
...._.... �� _. —' _� —
.Tip . ' lfl _. -7[� '{ [U:JiiiJ:J� }
—_ --..� _ _tl
'i' '�•'I'':Ifl')': CrFa °tI_:}' :f .� 1
..y12'ri-�
3 0
+1'T `:, Jf1 r7i^7 ',1 ',"ta ,'J '.i li �ifi 'fi .rYa'; r; :�j 1I
- -- —
', J34. it lir l',' ar :Ine •11'F, to 'JLa �'.�__..
`r7_ar!'rtr;
��I €',fail _'r }„•{"F•'d t
�1f: a r!)'j i,lll.++J� i illrrfi I. ,1S too">ill'I•; I
r`riri 'Jli!'S�i
'
+ ii , r� ; j „Mi�� rdT:;i. ;-i ji :tlW1 I,, : VI I
�
i. J1itlrlr, - a� �!,t 't 1rrr11- .Ir, ,,
fl,. 1
-- - ��'tr.1 f
.i,."��-,'Pr[i: {F r+� liiii•,. '.i'3 ilu,±Tti1:?ri
•s'J :l[,C'rl•1� f , .,1',;•r,.<�f
}
r
•r'
---- --'-
'
—
(1: 1'r, i r, r:]ez•-.rLf .•,7,.(t .r11;*tf+rlrlCa
.S 'i 'ri",',l.lr'•,.'�i Ir
3Y:.i. �:. Trrltry i, .�ii•,
Z.'i.1
a('. I 11 }ILft _ ir•1 •t'li fl ,'tKoh 'nilI A% Rep f't• -mu- .+ !
bvl-, ail. M;i c;t 0 (Ci 10 `f 'd i'
A,i r,i 1, rt o 5,?r.,{, 7i 1', i.ii•:1I.' .ir .1. I [,
.3(,I.,(" i
'a 1•: 'rd• [1 :., 1 ' `1',r C.l i. i.+ }l rl i, li �PF.fi rl I '„ "1 '
,
t
j-i71 '. i ''. t i ! ,i '•'C! I i t.r- 'iW i. m
W.
ilru- r+fJL ;ulrt r:" rr•13 t7' J�ait r, •,+,t,,..�•k—I
,
! +' �, I,'I TfJ'.if:l1;!';I;i `0,,1 S,•..,,'� fi,J7:•
'
no ,rt't i •, 117�1.:1 rf[;f'/')'t I i.ai :1 t,7:..,-
�'f; .C:SL'=:i sci',�€rice ,.� iI .:'u•.i', ,;f,nl,y,_ — ..._.—_.._--- --i.:=+::+-�,J',}i7r .i--;
i t I
't-A1 -d" 7' !1' , r+ k i. II ,l 41 III
Ifirlr; •Iri' i _ __emu___- .._-_.._._.._�. _� ._ ..—_. _. _ _ - ,-_ _
(:'f) i .[ rj ,j,.1rf+_ +•.rJ%�-1' ,Ij) n1i':t y ;+,a.. +, trvi'-:

BMP element:
Potentialproblem:
How I will remediate theproblem;
Filter bed and underdrain
Water is ponding on the surface for
Check to see if the collector system is
collection system
more than 24 hours after a storm
clogged and flush if necessary. If water
still ponds, remove the top few inches of
filter bed media and replace. If water still
ponds, then consult an a ert.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment offsite.
The outlet device is darna&2d
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage
Contact the NC Division of Water Quality
have occurred at the outlet
401 Oversight Unit at 919-733-1786.
E�EIVED
NOV 0 9 2012
IV wr.
g
Form SEP SW401-Sand Filter O&M-Rev.4 2009SeptI7 �Page 2 of 3
BY• V

i --
1 t,+L'
.K'1.f71,tr.:,l-7{ tj,r ,�..If.- -�
r :'� f fr-t...rr`;1e. •,tf,{ ;1{ in „J.3• 'i„+ -• - -
.r-.:'l�l'Ii!! -,4
, :�•.r�P.;:,.' �r ,t�..+.":flf1' 17..;1i.ry ..t {'jfi'lie
. la,
-� I - f-- �. , _ _ i� �i:•'J ir.,�
:�: �1': V : L i.�`Iti {.ir`: G,I.;C'+
'I14Cf tl6•.t["
C.1r"-f-t+}
tr:1r, C "N{,r,c!
Cf',' I7 `n1T llrr :flip.(. C{rA' r ,, l.rf• w,;jY'' 1
- — -
-...
_
t 1 ,-,"=tii Ufr .-I U!i'f ti,,V,pn S{ l' °f!r;. •ifl, '
I
f •�!T� {J`�:.'f!?- 1.1."IU!>• j1;i
r! �I^.;! �;-f UC.L TIIJ' f Al.tt.11.7
-
i ;ry.v',rr �Y.+" ; >fL. 71 tl .fr.(" el� li r,r t
r.1� , , r�. �f •,.r�Ytr},•rTn
� .
'.� ,., i, !,,,,,�: .,r-..::>,,. -,, r.
! ,e._r�, r.,,.:. r r,=T •�wia_�-.=„ -, .._,,,.>

.j ..
Permit Number:
(fo be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior
to any changes to the system or responsible parry.
Project nameTamily Dollar_ Richlands
BMP drainage area number:
Print name:Barnes Boykin
Title:Secretary
Address:2405-F Nash Street Wilson NC. 27896
Phone:252-
Signature
`10✓^e-s
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
1, Ck"I C 0 r1 a Notary Public for the State of
County of ^ I 5D kn, , do hereby certify that
personally appeared before me this-i day of
ao ia- , and acknowledge the due execution of the forgoing sand filter
maintenance requirements. Witness my hand and official seal,
CH
a Pub iccG
yVlkson County, Noires 1y20►2012
SEAL
My commission expires ! d I d, lv Lxt' I }
Form SW401-Sand Filter O&M-Rev.4 2009Sept17
WA
E t20142"MI. 0
'FCF—IVE
NOV 0 9 2012 ge 3 of 3

i� 41 %J;.il! 'I 7'r ��I1 i.4.1. _. .. __ �. �..'�• -� �;• - 1—. » ..l.
I� tr
i
r � r
� ° r•''�, `^Ilf,.`! rJF,i 4 G4r4lr �'$wi:�i11� i.
1!0 �' ..r'•.'r' l�i,'fiiiri!'' %!,��� s �•'I'.'� ^.�l.Jf1 l.I;i+ `. 1, ,' ;
V.: �-,'yy. 1 'J"R �: .I�fr' 1�•, t .- :,., � 7'� -'f ri.i�,_ .!'•i .,
Ir. '
LJ 1 �„ r'4' !, . it,,r:! r' Jj,.rl S ..-J'. !. !' L' ,t•11 t'', I r 4' i_ ,�: • r '•!', f
'i `1:.. i�ll1 ��;l� �r i -f, �f1 � i.il; j�! `? '�. .� •I t I i� �t -I' !. I7:1 ..
! , I. .t 4t'�i�< I' .. 1,, � ^' -'j (t: �J" .. � •F, Rf. •.'.1.1_ Fr . � . � J_ It .

CompleteneK Review Checklist
Project Name:
Received Date:
Project Location:
��� _.1pnC�ccs�J
Accepted Date: C1 7
Rule(s) 2-B Coastal
r-11995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit New or
Mod or PR
Existing Permit # (Mod or PR): �PE
Cert on File?
Density: HD or LD
Type: Co mer'
I or Residential
ElNCG:
%: Gqk. )X (% OQ
Stream Class.- .
EISA Map
F—]Offsite to SW8
Subdivided?: Subdivision
or 5 le L t
11 JORW Map
nExempt
Paperwork Emailed Engineer on:
rI
lement(s) (1 original per BMP) BMP Type(s): �ANn Cwith correct/original signatures (1 original per BMP except LS/VFS and swales)
cation with correct/original signatures
❑Corp or LLC: Sig. Auth. per SoS or letter Note to Reviewer:
�05 (within 6mo) ?6'kC1ifl5t P,
Soils Report with SHWT 7 rr Y,,,,,Y- 5 (,p rat a 51,6 Pftnttauv- 5 k hcvs i fYaVp SUnQ
06-1culations (signedlsealed) I� Wr,�,\a .,a4ke4?
�No obvious errors �—)OAVcAL
D sity includes common areas, etc
Deed Restrictions, if subdivided:
Signed & Notarized
11 Correct Template Comm Res & HD LD or Dec. Covenants & Rest.
Plans
M2-�5ds
Grading
Vicinity Map
Legend
Infiltration
ils Report
SHWT:
Bottom:
Visited:
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
ElDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
11 Wetlands: Delineated or No Wetlands
Layout (proposed BUA dimensions)
�DA Maps Project Boundaries
Wet Pond
Soils Report
SHWT:
PP:
Proposed:
Offsite
FIPE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
Lot # Matches Master
d:
sf
sf

t Z O Q For DENR Use ONLY 1
t N
Reviewer.
North Carolina Department of Environment and
Natural Resources Submit: 1
�....:�- lam•, uc7
NCDENR Request for Express Permit Review Time: _ _0
Confirm: to- — 1
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity man (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davfdsono-ncdenrQov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(cbncdenr.aov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or Patrick.proganAncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison(ancdenr.cfov
• Wilmington Region -Janet Russell 910-796-7302 or ianet.russellAncdenrQov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaver(dncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day
Project Name:'FAMILY DOLLAR RICHLANDS County: ONSLOW
Applicant: BARNES BOYKIN Company: EASTERN PRIDE, INC
Address: 2405-F NASH STREET City:WILSON, State: NC Zip: 27896-_
Phone: [phone], Fax: _ _-_, Email: @
Physical Location:RICHLANDS
Permits of Request
SW
SW
SW
SW
SW
Project Drains into C, NSW waters. Is project draining to class ORW waters? N, within Y2 mile and draining to class SA waters N+ or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: MARIE PEEDIN Company: PAMLICO ENGINEERING SERVICES I .t ]"CL9ZOIZ
D
Address: 128 ABBEY LANE CitTWASHINGTON, State: NC Zip: 27889-
Phone:[phone], Fax: [phone], Email: [e-mail] OCT
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR. ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAMS YOU ARE RE UESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls -- Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or acres) ❑ Riparian Buffer Authorization ❑ Minor Variance
❑ Major General Variance
® State Stormwater ❑ General, please specify: (i.e. NEW Fast Track Low Den., Clear & Grub, SFR, Bkhd & Bt Rp, Linear, Utility, Other, etc.)
❑ Low Density - Please specify: (i.e. New, modified or plan revision -SW (Provide permit #)]
® High Density - Please specify: New Sand Filter System [i.e. New, modified, offsite or plan revision (SW (Provide permit #) & type of treatment
(detention, infiltration, wetland, etc) etc]:
❑ Exclusion — Please specify: [if DOT project or redevelopment, etc]
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed. (CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting requests
Wetlands on Site ❑ Yes ❑ No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed; ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Fee Split for multiplepermits; Check#
Buffer Impacts: ❑ No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Ma); ❑ Min)
1
$
SW (❑ HD, ❑ LID, ❑ Gen]
1
$
401:
$
LQ5
$
Stream Deter,_
$
NCDENR EXPRESS July 2012

Russell, Janet
From: Marie Peedin ([e-mail]]
Sent: Monday, October 29, 2012 12:06 PM
To: Russell, Janet
Cc: charles thomas'; 'Barnes Boykin'; 'Selden Taylor'
Subject: Richlands Express
Attachments: Express Request 7-2012.pdf
Janet
Here is the express form.
We are available the following dates:
Friday Nov. 2
Tues Nov 6
Thurs Nov 8
Please let me know when this meeting can be scheduled.
Thanks
amlico
Eli�ille?sil1�,
Cd\iCr3
Marie Peedin, PE
Pamlico Engineering Services, PLLC
252-945-2983
RECEIvEI
OCT 2 9 2012
BY:

MSRMips: Print
end To Printer Sack To MSR Maps Change to 11x17 Print Size Show Grid i_ines Change to Landscape
35USS Richlands North Carolina, united States 01 Jul 1991
A.
y .
IS
f
km U.4 U.9 ` 2
mi ��t i1.4� U 5r—=.r image courtesy of the U.S. Geological Survey
0.8
© 2010 Microsoft Corporation. Terms of Use Privacy Statement
rmaps.cam/Pdr%t[mage.aspx?T=2&S=13&Z=18&X=166&Y=2415&W=3&D=01+Jul+1991&P=Richlands... 1/1

Soil Map- Onsiow County, North Carolina
(Richland Family Dollar)
It,
34' 54 9"
34' 53' 54^
h Map Scale: 1:3,310 if printed on A sine (6.5" x 11") sheet
in
tO N Meters
r 0 45 80 100 270
Feet
0 150 3D0 ODD g00
USDA Natural Resources Web Soil Survey
C Conservafion Service National Cooperative Soil Survey
nz�(CEIVE.
5EP 2 5 2012
8/31/2012
Page 1 of 3
34' 54' gr
34' 53 54'

Soil Map—Onslow County, North Carolina
Richland Family Dollar
Map Unit Legend
Onslow County, North Carofina (NC133)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
GoA
Goldsboro fine sandy loam, 0 to 2 percent
slopes
3.6
9.4%
GpB
Goldsboro -Urban land complex, 0 to 5
percent slopes
23.0
60.3%
Ly
Lynchburg fine sandy loam
11.6
30.3%
Totals for Area of Interest
38.1
100.0%
SEP 2 5 2D12
Urt� Natural Resources Web Soil Survey 813112012
Conservation Service National Cooperative Soil Survey Page 3 of 3

Cot :p
'14
of ,
ai

Soil Map Onslow County, North Carolina
(Richland Family Dollar)
MAP LEGEND
MAP INFORMATION
Area of Interest (A0q
Very Stony Spot
Map Scale: 1:3,310 if printed on A size (8.5" x 11 ") sheet.
Q
Area of Interest (AOf)
wet Spot
The sail surveys that comprise your AOl were mapped at 1:24,000.
Soils
0
Soil Map Units
1
Other
Warning: Soil Map may not be valid at this scale.
Special
Point Features
Special
L". !
Llne Features
Gully
Enlargement of maps beyond the scale of mapping can cause
U
Blowout
misunderstanding of the detail of mapping and accuracy of soil line
t�
Short Steep Slope
placement. The maps do not show the small areas of contrasting
®
Borrow Pit
V
soils that could have been shown at a more detailed scale.
�"
Other
Clay spot
133
Political Features
Please rely on the bar scale on each map sheet for accurate map
♦
Closed Depression
C
Cities
measurements.
X
Gravel Pit
water Features
Source of Map: Natural Resources Conservation Service
Gravelly Spot
.
Streams and Canals
Web Soil Survey URL: http:/Avebsoilsurvey.nres.usda.gov
,-
Coordinate System: UTM Zone 18N NAD83
®
Landfill
'transportation
This product is generated from the USDA -MRCS certified data as of
Lava Flow
Rails
the version date(s) listed below.
Marsh or swamp
N
Interstate Highways
Soil Survey Area: Onslow County, North Carolina
x
Mine or Quarry
US Routes
Survey Area Data: Version 12, Jul 6, 2012
O
Miscellaneous water
Major Roads
Date(s) aerial images were photographed: 6/17/2006
(D
Perennial Water
1_ ]
Local Roads
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
v
Rock Outcrop
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
+
Saline Spot
Sandy Spot
�-
Severely Eroded Spot
Q
Sinkhole
1)
Slide or Slip
jor
Sodic Spot
a
Spoil Area
(3
Stony Spot
USDA Natural Resources Web Soil Survey 813112012
Conservation Service National Cooperative Soil Survey Page 2 of 3