SW6130102_APPROVED PLANS_20130122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
47L)APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE('���`��
YYYYMMDD

4n 5ITE
�.
50LUTIONS, INC..
CNSINGCRING I January 22, 2013
LAND
5URVCYIN4
NCDENR Land Quality Section
CONSTRUCTION
Attn: Robert Patterson, PE
LAYOUT
225 Green Street, Suite 714
C,P5 5LPvscCb
Fayetteville, NC 28301
LAND
DL.V6LOPMLNT
RE: Storm Water Plan Resubmittal, Kenlan Farms Phase II, Harnett County, North Carolina
Robert;
We are resubmitting the Phase II Storm Water revisions for Kenlan Farms Phase II per your review
letter dated January 14. The comments were addressed below:
1. The original signed and notarized deed restriction is included.
2. The % BUA for the entire tract is 16.3%. The impervious area of the total tract is 208,775 sf.
The total drainage area would be 29.45 acres resulting in a 16.3% BUA.
3. The 30' vegetated buffer has been shown along Fairy Fair Creek.
4. The revised drawdown calculation is enclosed. The orifice size was reduced to 2.25". The
additional 2" orifice shown on the original calculations is for a secondary dra'wdown. It has
been changed to 0 in the resubmittal.
5. The updated calculations and plan sheets are enclosed to correspond to the revisions.
look forward to working with you on this project. If you have any questions or concerns, please
feel free to contact us.
Sincerely,
4D Site Solutions Inc.
Scott Brown, PE
sbrownn4dsitesolutions.com
Enclosure
dog CUICASO
DRIVL
bUITC 112
FAYCTTGVILLL
NC 28506
POONL
910 426-6777
FAX
910 426-5777
g�g

IWA
�4 T
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Scott Brown, PE
4D Site Solutions, Inc.
409 Chicago Dr., Ste. 112
Fayetteville, NC 28306
Dear Mr. Brown:
Division of Water Quality
Charles Wakild, P.E..
Director
January 14, 2013
John E. Skvarla, III
Secretary
Subject: Request for Additional Information
Stormwater Project No. SW6130102
Kenlan Farms Phase 11
Harnett County
The Division of Water Quality Central Office received a Stormwater Management Permit Application for the
subject project on January 7, 2013. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
✓ 1. The deed restrictions form submitted was not signed and notarized. Please submit the form with
an original signature.
,,�,2. What is the overall % BUA and total number of lots proposed for this Phase 11 project (not just the
DA to the proposed pond)?
3. Please show the required 30' setback from the top of bank of Fairy Fair Creek on the plans.
4. The 3.5" orifice proposed for the pond is too large. The orifice must be sized to discharge the 1"
treatment volume (17,059 co over 2-5 days, not the larger temporary pool volume (31,709 Co.
Also, what is the additional 2" orifice shown in the calculations, but not on the plans?
5. Please be sure any revisions are consistently shown on all plans, calculations, and forms.
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received by this Office prior to February 13, 2013, or the application will be returned
as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time extension to
the Division at the address and fax number at the bottom of this letter. The request must indicate the date by
which you expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91H07-63001 FAX: [phone]
Internet: wmmwaterituality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina.

Mr. Scott Brown, PE
SW6130102 - Kenlan Farms Phase 11
January 14, 2013
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
All revised original signed documents must be returned or new originals must be provided. Copies are not
acceptable. Any revised calculations or plans must be sealed, signed, and dated. Please reference the State
assigned permit number SW6130102 on all correspondence. If you have any questions concerning this
matter please feel free to call me at [phone], or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Environmental Engineer
Stormwater Permitting Unit
cc: �SW6130102 File
ec: Albert McCauley (c/o Brian Raynor) - ABJ Investments, LLC
Mike Lawyer - Fayetteville Regional Office
Page 2 of 2

Ra / e4K nl 40 R o b 0 4" Ply- 7'-J-a^ S a L/
Application Completeness Review
v� First Submittal ❑Re-st
Development/Project Name:
Receivinq stream name
Received: I 7 !3 Date Reviewed: 9 f By Bill Diuguid 41 .
fiver Basin: Ci4 PE' FF_4p_
For post -construction requirements, a program will be deemed compliant for the areas where it is
implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HQW, ORW, Neuse River Basin
NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient
Management Strategy,
High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal.
T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds):
Latitude and Longitude: 35' lCe 16.tj n/ 79 *1 pq. 2 z t d Jurisdiction1-.,')z>oAjT
Project Address: e,,td of o o A I,/N o
Engineer name and firm: See- BttnwAl pp-_, Oaf S'f. Sc/,y o;u EAX-- 4V1 . 7-83L9
Is the project confirmed to be in the State MSI Stormwater Permit jurisdiction? RYYes or ❑ No
❑ Low Density (no curb and gutter) ❑ Low Density with curb and gutter outlets @,High Density ❑ Other
401/404 impacts to surface waters, wetlands, and//buffers (add language to and/or add info letter)
BUA Z 1 . 5 �Je )PC SysTerh -/o
W/Check for $505.00 included WE jP eW dJ
,✓Original signature (not photocopy) on application
LT Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secretary.state.nc.us/corporations/thepage.,ispx
If an agent signs the application, a signed letter of authorization from the applicant must be provided which
includes the name, title, mailing address and phone number of the person signing the letter.
ram For subdivided projects, a signed and notarized deed restriction statement
D,�-Sealed, signed & dated calculations
Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer'
❑ Rooftop Runoff Management
❑ Sand Filter
❑ Stormwater Wetland
l�%et Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
M Two sets of sealed, signed & dated layout & finish grading plans with appropriate details
r /✓Narrative Description of stormwater management provided
r�Y Soils report, geotech information provided
t" Wetlands delineated or a note on the plans or in the accompanying documents that none exist on site and/or
adjacent property
tK Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
[K Dimensions & slopes provided
cV Prainage areas delineated ❑ Pervious and impervious reported for each ❑ Areas of high density
BMP operation and maintenance agreements provided
e Application complete ❑ Application Incomplete Returned: (Date)
Comments
s a 1s 4.t✓®,
Oct 29 2012 Revision, Bill Diuguid

LlD,5ITE
�OLUTION,'5, INC.
GNSINGERINS- I January 4, 2013
LAND
6URVLYING' NCDENR Land Quality Section
CONSTRUCTION Attn: Robert Patterson, PE
LAYOUT 225 Green Street, Suite 714
Sp6 SERVICES Fayetteville, NC 28301
LAND
DGVELOPMENT RE: Storm Water Plan Submittal, Kenlan Farms Phase II, Harnett County, North Carolina
Robert;
We are submitting the Phase II Storm Water permitting package for Kenlan Farms Phase 11. Please
find enclosed 2 copies of the construction drawings, application and supplement form, O&M
agreement, calculations, storm water narrative, soils report and a check for $505.00.
1 look forward to working with you on this project. If you have any questions or concerns, please
feel free to contact us.
Sincerely,
4D Site Solutions Inc.
)\x'11J
Scott Brown, PE
sbrown a, 4dsitesolutions.com
Enclosure
409 CJICASO
DRIVE
SUITE 112
rAYGTTGVILLE
NC 2a5o6
pUONE
910 A26-6777
FAX
910 A26-5777

North Carolina Secretary of State Pagel of 2
so-0. _1
North, Carolinn,
Elaine F Marshall DEPARTMENT OF THE
SeCreta'ry EGRETARY or STATE
POBoz:2?622 R21eigh,;JC2762£-OC22
Date: 1 /3/2013
Click here to:
View Document Filings I File an Annual Report I
' Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report I
Corporation Names
Name
Name Type
INC ABJ INVESTMENTS, LLC
LEGAL
Limited Liability Company Information
SOSID:
0800116
Status:
Current -Active
Effective Date:
8/29/2005
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
RAYNOR, D. BRIAN
Office Address:
3164 MIDDLE ROAD
FAYETTEVILLE NC 28311
Mailing Address:
POST OFFICE BOX 64553
FAYETTEVILLE NC 28306
Principal Office
Office Address:
3164 MIDDLE ROAD
FAYETTEVILLE NC 28311
Mailing Address:
POST OFFICE BOX 64553
FAYETTEVILLE NC 28306
Officers
Title:
MEMBER
Name:
A O MCCAULEY
Business Address:
PO BOX 361
FAYETTEVILLE NC 28302-0361
Title: MEMBER/MANAGER
Name: D BRIAN RAYNOR
Business Address: PO BOX 64553
FAYETTEVILLE NC 28306
Title: MEMBER/MANAGER
Name: JOHN W MCCAULEY
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7814421 1 /3/2013

North Carolina Secretary of State Page 2 of 2
Business Address: PO BOX 64553
FAYETTEVILLE NC 28306
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3851
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7814421 1 /3/2013

Southeastern Soil & Environmental Associates, Inca
P.O. Box 9321
Fayenevft NC 29311
PhaWFax (910) 8221540
£mifl m➢te�sveihemoicpm
November 8. 2012
Mr. Scott Brown, PE
4D Site Solutions, Inc.
409 Chicago Drive, Suite 112
Fayetteville, NC 28306
Re: Seasonal high water table determination (SHWT) for storruwater retention area
proposed Kenlan Farms Subdivision (Phase 2), off Kenlan Road, Hamen County, North
Carolina
Dear Mr. Brown,
An evaluation of soil properties at the proposed sediment pond site on the aforementioned
property has been conducted at your request The purpose of the investigation was to
determine soil water table depths for use in stonnwater retention pond design.
Soils at this site are most similar to the Altavista soil series (see attached boring log).
One boring was advanced to a depth of 8.0 feet Seasonal High Water Table (SHMM as
determined by evidence of colors of chroma 2 or lesswas encountered at a depth of 2.0
feet (24 inches) below the eroumd surface The observed water level in the boring (on the
day of testing) was 74 inches below the ground surface. The attached map shows the
approximate location of the sample point.
I trust this is the information you require at this time.
Sincere] .
t/l�lt�r"'�
Mike Eaker
President
mow..
S01USITE EVALUATIM • SOIL PHYSrAL ANALYSIS • LAND USEJSUR� PLARNM
GROUNDWATER DRAWAGE&IOUNDING • SURFACEWSSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESM

Southeastern Soil & Environmental Associates, Inc.
P.O. BM 9821
FayW,eYWe, NC 28311
PJmne/Fas [phone]
EmaV n-&eQse0W astenE&CAID
Typical Profile Description for Kenlan Farms Subdivision Site, of Kenlan Road,
Harnett Connty, NC
This map unit consists of somewhat poorly drained soils that formed in fluvial sediment
on terraces along the lower Little River.
A - 0 to 8 inches; dark grayish brown (1 OYR 4/2) fine sandy loam; weak fine granular
structure; very friable; common fine roots, abrupt smooth boundaryry.
E - 8 to 24 inches; very pale brown (i OYR 7B) loamy sand; weak fine granular structure;
very friable; common fine roots; abrupt smooth boundary.
B1- 24 to 36 inches; light yellowish brown (I OYR 6/4) sandy clay loam; many medium
prominent gray (I OYR 611) mottles; moderate medium subangular blocky structure;
friable; slightly sticky, slightly plastic; clear smooth boundary.
BC- 36 to 44 inches; gray (10YR 6/1) sandy loam; many medium prominent yellowish
brown (10YR 64) mottles, weak fine subangular blocky structure; very friable, gradual
wavy boundary-
Cl - 44 to 60 inches; light gray (2.5Y 72) coarse sand; loose, very friable; many fine
pebbles; gradual diffuse. boundary.
C2 - 60 to 70 inches; brownish yellow (10YR 6/6) loamy sand; many medium pockets of
light gray (2.5Y 72) sand, very friable, loose, many fine pebbles.
C3 - 70 to 96 inches; minced fight gray (2.5Y 72) and (I OYR 7/1) coarse sand; loose, very
friable; many fine pebbles.
SHWT Q 24 inches (I OYR Ell)
0,MLM.,4rE EVALUATM • SOIL PINSWAL ANALYSIS • LAM ISEfXMDM-90N P1ANNM
GPMNMATER DRAINAM— MDUMNG • suRFAcEwnsuRFACE wAM TrEATLIENT SYSTEArS EVALUATM & DESMaN

P_O. BOx svi
Fayeam- e, NG 2MI I
X = Soil Boring Locabon (SHWT), Kenlan Farms Subdivision
Harnett County, NC
US Statet9 NbAh
n*0 0 Seale vs'wD KEN.AN 3.SSF �
NAD 1983 (Co ) N 0 700.0 11lBFA12
L _ GPS PathFnde,'Offiee {
US SWVW FW i�pt.Trimbfe.!
S02JSFTE EVALUATION • SD$ PHYSICAL ANALYSIS • LAUD USE MMDItI MON PLAXINJNG
GROUNDWATER DRAINAGE/MOUNDNG • SURFACEISUBSURFAGE WASTE TREATMENT SYSTEM EVALUATION a DESIGN

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6x�
err COUNT`! TAX ID#
FOR aECI8T1111T18n I6Tn1 W aEEa6
xlllORY
2� MB1' 23 :3f:04 Ph
BK:2379 PG:637-M FEE:S2 N
BG REV STAVII 09B.00
ICRRFNi t PB0M
T PREPARED BY WII.EY J. POPE, ATTORNEY,
929, DUNN, NORTH CAROLINA 283.15
V PARCEL I.D. NO.: 120555 0216
REID NO. 18029
REVENUE: $1,098.
NORTH CAROLINA
HARNETTCOUNTY ^
THIS DEED, made this day of May,
Augusta Lane South, St. Petersburg, Florida 3�
Investments, LLC, 3164 Middle Road, Fa4etteviW,, 1
Grant«;
That the Grantor, for a valuable considerati(i pli
hereby acknowledged, has and by these presorts does gmu
in fee simple, all that certain lot or parcel of land situated in
North Carolina and more panictdady described u follows:
and between Jean D. Renlan, 1330
referred to as Grantor, and ABJ
na 28306 hereinafter referred to as
the receipt of which is
convey unto the Grantee
)wnship, Harnett County,
BEGINNING at the southwestern comer of the Sa pro28perty as
described in Deed Book 941 Page 576 thence along the divi g ' degrees
49 tninutes 41 seconds East 196.85 feet to an ndstin9 ' r to North 16
degrees 00 minutes 10 seconds West 758.69 feet two an eais 1 ch ' n ; thence
North 31 degrees 49 minutes 12 seconds West 444.58 feet an ' g 1 ' ch lroa
pipe; thence North 34 degrees 07 minutes 16 seconds West t n e ' ting
'A inch rebar, thence with the Virginia Chance line, described in ed 39 Page
315, North 62 degrees 21 minutes 12 seconds East 330.10 feet to 8 m
rebar, thence North 13 degrees 22 minutes 42 seconds East 22228 t t an i g
5/8 inch rebar, thence North 15 degrees 30 minutes 34 seconds East .7 eet an
existing 5/8 inch rebar, thence North 15 degrees 05 mint 10 secon e 1
feet to an existing 1 inch iron pipe; and iton pipe also being the eastcm m c er
the aforementioned Virginia Chance property; thence North 62 degrees 05 u
nce seconds East 818.42 feet to an existing 1 inch iron pipe; theNotch 75 Id
minutes 02 seconds East 620.77 feet to an existing 1 'h inch fence post; said fe e p s
also being the southeast comer of the T. Gerald Howell tract desmbed N Deed
2322, Page 722, and shown in Plat Book 2 Page 208; thence South 19 d=9

minutes 10 seconds East 329.96 feet to an existing 2 inch iron pipe with cap, said iron
pipe also bang the southwest coma of the WC Coleman lands described in Deed
A`ook 570, Page 85; thence with said Coleman lint No 36 degrees 33 minutes 13
s�cottds East 798.90 feet to an existing 1 inch iron pipe; thence North 36 degrees 33
utes 13 seconds East 20.23 feet to a set tebar on the north tight of way line of Wire
Load;. thence with said tight of way the following twelve calls; South 03 degrees 18
mina 25 wends West 289.14 feet to a set rebar, thence South 03 degrees 01 minute
s ds West 282.61 feet to a set rebar, thence with a curve to the left with a radius
of 1 3 f are length of 286.35 feet and a chord beating and distance of South
e 0 tea 05 seconds East 296.29 feet to a set rebar; thence South 00
8 s 08 seconds West 206.89 feet to a set rebar, thence South 01 degree
0 ' u n East 293.43 fee to a set tebar, dim" with a curve to the right
radi of 3 feet, an are length of 160.17 feet and a chord bearing and
ce Sou es 43 minutes 58 seconds West 160.04 feet to a set rebar;
then wi e e right with a radius of 947.81 feet an arch length of 186.48
feet ch and distance of South 13 degrees 11 minutes 39 seconds West
186.1 fe to a t , thence with a curve to the right with a radius of 918.91 feet,
an arch o 70.50 a and a chord bearing and distance of South 24 degrees 57
minutes on t 70.25 feet to a set rebar; thence with a curve to the right
with a radius of 624. 3 et, ch length of 203.66 feet and a chord bearing and
distance of ores 41 seconds West 203.53 feet to a set mba ,,
thence South d tes 36 seconds West 173.36 feet to a set rebar, thence
South 37 degtes 39 u onds Weat G81.83 feet to a set rebar, thence South
37 degrees 19 min tea sec ds est 503.21 fee[ to a set rebar, thence with a curve
to the tight with a of fe an arc length of 94.74 feet and a chord bearing
and distance of South 3 1 u 6 seconds West 88.57 fee to a set rebar
on the right of way of ay Anderson Road; thence with said right
of way the following sic s; c to the left with a radius of 144.94 feet, an
are length of 120.65 feet or caring and distance of South 85 degrees 51
minutes 35 seconds West 1 .19 eat to a set ,thence South 66 degrees 59
minutes 27 seconds West 64. a to a set ; th ce South 64 degrees 54 minutes
52 seconds West 89.27 feet to a act reb then So th 65 degrees 50 minutes 35
seconds West 57.24 feet to a set tebar, cute ih e m the right with a radius of
445.41 fret, an are length of 100.54 et a ch ring and distance of South 74
degrees 18 minutes 26 seconds West 00. to et rebar, thence with a curve to
the right with a radius of 481.46 feet, are len o 98.46 feet and a chord beating
and distance of South 86 degrees 24 min s nds est 98.29 feet to a set rebar,
the POINT OF BEGINNING containing 94. aepeggto or less.
TO HAVE AND TO HOLD the aforesaid\
appurtenances thereunto belonging to the Grantee in fee
And the Grantor covenants with the Grantee that
simple, has the tight to convey the same in fee simple, that d is
encumbrances, and that Grantor will warrant and defend the a
persons whomsoever except for the exceptions hereinafter stated
described is subject to the following exceptions:
The designation Grantor and Grantee as used herein shall includq
successors and assigns, and shall include singular, plural, masculine, feminine
of the premises in fee
hd free and clear of all
y�'�lawful claims of all
otbnerty hacinabove

IN Wn NFSS WHEREOF, the Grantor has hereunto set their hands and seals, the day and
tabove writrm.
Jean D. Kmlm
I, X Yr A l Lf
personally appeared before
Public, do hereby certify that Jew D. Kenlan
I the execution of the foregoing instrument.

Filed For Registration:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
p�T�a M
Y S. HARGROVE
F DEEDS, HARNETT
LIUS HARNETT BLVD
UITE 200
RE 231ljrP`age:
2007009280
DEED 4 PGS S 7
$1,098.00
ELMIRA MCLEAN
State of North Carolina, County of Harnett
KIMBERLY S. HARGROVE , REGISTER OF DEEDS
DO NOT DISCARD
*2007009280*
2007009280