SW6110502_HISTORICAL FILE_20110607

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_&IZ��
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Fv-D HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEr��J(p(J
y
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
��p�pCDEMR
V
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
June 7, 2011
Mr. Harrold Kidd
K & G Developers, LLC
6885 Cliffdale Rd
Fayetteville, NC 28314
Subject: Stormwater Permit No. SW6110502
Lake Rim North
High Density Subdivision Wet Pond Project
Cumberland County
Dear Mr. Kidd:
Natural Resources
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for Lake
Rim North on June 6, 2011 after multiply additional information requests. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations
set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit No.
SW6110502, dated June 7, 2011, for the construction, operation and maintenance of the subject project
and the stormwater BMPs.
This permit shall be effective from the date of issuance until June 6, 2021, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Brian Lowther at [phone]; or
[e-mail].
Sincerely,
�
for Coleen H. Sullins
cc: Fayetteville Regional
SW6110502 File
ec: John E. Prevette, III,
Office
PLS—[e-mail]
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 276J9-1617
Locatiun: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]� Customer Service: 1 877-C' 3-6748
Internet: www.ncwaterrqualdy.org
An Equal Opportunity IAdIrmalive Mtron Employer
NonithCarolina
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1745 cypress Lakes Rd
I Gooden & Associates, Inc Ilope M ills, NC28349
T Phone [phone]
—,.-
Surveying, Planning, Mapping Paz 910-223-7788
jprevcRc a ,00dcnsurva'inl-.com
June 6, 2011
Mr. Brian Lowther
NC DENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Centel -
Raleigh, NC 27699-1617
RE: LAKE RIM NORTH
PROJECT N0.SW6110502
Brian,
You indicated that the elevation of the emergency overflow weir shown on the detail was different
than that shown on the front page of the calculations. The elevation on the front page of the
calculations was mistyped. 1 revised the front page of the calculations to match the actual
calculated elevation.
I have attached the revised calculations along with two copies of the revised plan sheets showing
the new pond outlet location. Please let me know if you have any questions.
Regards,
D hn Zi /�in.e 7
John E. Prevette, I11, P.L.S.
attachments

Wet Detention Pond
Lake Rim North
culcuJations
John E. Prevette III, P.L.S. L-4905
Gooden and Associates, Inc.
1745 Cypress Lakes Rd
Hope Mills, NC 28348
910-223-7766
[e-mail]
Method
Find permanent pool dimensions:
0 Iterate dimensions to achieve an acceptable surface area to drainage area ratio
Find temporary pool dimensions:
o Calculate the required treatment volume
o Find the max stage needed to store the treatment volume
Find temporary pool draw -down orifice dimensions
o Iterate orifice dimensions to find an acceptable flow that will drain the treatment
volume in 2-5 days
o The orifice flow must not exceed the pre -development 1-yr 24-hr peak flow
Overflow considerations:
o Set the overflow riser at the temporary pool max stage
o Route the 10-year 24-hour storm and find the max stage
o Set the emergency overflow weir at the 10-year 24-hour max stage
o Route the 100-year 24-hour storm and find the max stage
o Set the top of the pond 1 foot above the 100-year 24-hour max stage
NOTE.All formulas are taken from the Stormwater BMP Manual
Given
Impervious Percentage = 42.8%
Drainage Area = 1,880,600 sf
Calculated Elevations
Top Pond: 164.7' (Z=21.2)
100vr Max: 163.7'
Temp Pool:162.8' (Z=19.3)
Perm Pool: 159.5' (Z=1
Revised
June 6, 2011
Emgcy Overflow Weir
10yr Max
163.4' (Z=19.9)
Pond Bottom: 143.5' (Z=0.0)
(Excavate 1' below Pond Bottom
for Sediment Accumulation)
Page 1 of 6
Project # 07880
Gooden & Associates, Inc.

Temp Pool
Tap Shelf
Perm Pool
Btm Shelf
Btm Frbay
Btm Pond
[Table 1] - Pond Dimensions
a
C
-a
c
O
c
c
W
a
,�
N
a
a
pip
O
O
T
T
Q
C
m
,p
l]
,p
_
N
O.
E
N
C 00
C
W h9
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>
V-
F
2 v
3
o w
LL J
3-
LL
ii
>
Q
>
<
>
Q
V1
19.3
171.8
106.8
84.8
84.8
25539
45086
16409
37285
161838
70086
16.5
155
90
68
68
18574
6379
2212
20876
100342
8591
16.0
145
80
65
65
15825
5254
2048
18664
91752
fX
15.5
63
63
134199
678333
1/6666166
16616
9.0//O.//1e
/135
/70
37
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/!/�'�//6/
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68444449
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73
8
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Permanent Pool
Pollutant removal within a wet detention basin is dependent upon two integral components -
average depth and permanent pool surface area. Average depth, is a function of the surface
area, total depth, and side slopes, and must be recalculated if any of these dimensions
change. Surface area is directly proportional to the total drainage area by a factor found in a
table in the Manual. To find the factor in the table, the designer must know the percent of
impervious area and the average depth of the permanent pool. Because surface area is
dependent upon average depth, and average depth is dependent upon surface area, it
becomes necessary to iterate pond dimensions to find an acceptable solution. This is an
easy task with a spreadsheet.
As shown in [Table 11 we have chosen dimensions for the Main Pond of 145'x80' and
65'x65' for the forebay. The spreadsheet calculates incremental contour areas and
prismoidal volumes as well as stage and storage values. [Table 1] shows the calculated
values for Permanent Pool Area, Bottom of Shelf Area, Bottom of Pond Area, and Depth.
Permanent Pool Area (PP) = 15,825 sf
Bottom of Shelf Area (BS) = 13,419 sf
Bottom of Pond Area (BP) = 584 sf
Depth from Bottom to Shelf (Depth)= 15.5 feet
Revised
June 6, 2011
Page 2 of 6
Project # 07880
Gooden & Associates, Inc.

Using these values, the Average Depth can be calculated:
BS
day = 10.25 x I 1 +th
PP/J + L\BS Z BP/ x \DBS )
da = r0.25 x I 1 + 15825/] + I (13419 1341 Z+ 5841 x (13419) 15.5 — 8'5 feet
We use Table 10-3 in the Manual to find the ratio of surface area to drainage area. Table 10-3 is
fed into the spreadsheet and a ratio is found by double interpolation. Using 8.5 feet as the
average depth and 42.8% as the impervious percentage, a SA/DA ratio of 0.84% is calculated.
SA = DA x 0.0084
SA = 1,880,600 x 0.0084 = 15,820
The surface area of 15,825 sf shown in [Table 11 is acceptable. Regulations also require that
the forebay contain 20% of the permanent pool volume. The chosen dimensions yield a
forebay storage of 18,664 cf and a total permanent pool storage of 91,752 cf. The forebay
contains 20.3% of the total volume and is sized appropriately.
Temporary Pool
Regulations require treatment of the first one inch of rainfall because most common surface
pollutants are carried away within this volume. Surface characteristics reduce the treatment
depth from one inch of rainfall to some particular depth of runoff. This runoff depth — not the
rainfall depth — is then applied to the Drainage Area to compute the runoff volume that must
be treated.
The Simple formula described in Chapter 3 of the Manual is used to calculate the runoff
depth given impervious percentage and drainage area. The depth is multiplied by the total
area and then divided by 12 to get cubic feet of treatment volume (VvQfr)
Revised
June 6, 2011 Page 3 of 6
Project # 07880
Gooden & Associates, Inc.

Impervious Percentage (1) = 0.428
Drainage Area (DA) = 1,880,600 sf
Treatment Depth (dl) = (0.05 + 0.9 x I)x 1 inch rainfall = 0.435 in
dT x DA 0.43S x 1,880,660
WQV = 68,200 cf
12 12
[Table 1] shows that at stage 19.3, the temporary pool will hold the required treatment
volume.
Draw -Down Orifice
In order to maximize filtration, the temporary pool volume should be completely drained no
sooner than 2 days. However, maximum inundation should be limited to 5 days to reduce
adverse affects on plant life and to free up space for the next storm. Regulations also
require that the treatment volume be discharged at a rate equal to or less than the 1-yr 24-hr
pre -development peak discharge rate.
The standard Orifice Equation is used to determine average flow. The treatment volume is
divided by the average flow to find the draw -down time:
Coefficient of Discharge (C) = 0.614
Orifice Diameter (D) = 3" (0.25 feet)
Driving head (H„) = tZ° 3 "j = 1.1 ft
rrD4
Q=Cx 4 x 2x32.2xHo
(ir x 0.251\
Q=0.614x 4 x 2x32.2x1.1=0.254ft3/sec
Drawdown Time = WQV Q x = x 1 68200 1 = 3.1 days
6 0 x 6 0 x 2 4 0.254 60x60x24
Revised
June 6, 2011
Page 4 of 6
Project # 07880
Gooden & Associates, Inc.

The Rational Method is used to determine the pre -development flow:
Pre -development C = 0.30
Post -development C = 0.50
Drainage Area = 43.2 acres
1-yr 24-hr storm intensity = 0.13 in/hr
Pre -development Q = C i A = 0.30 x 0.13 x 43.2 = 1.7 ft'/sec
Post -development Q = C i A = 0.50 x 0.13 x 43.2 = 2.8 ft3/sec
Flow through the orifice is 0.254 ft3/sec, which is less than the pre -development flow. The
orifice will draw -down the temporary pool volume in 3.1 days, which is meets the 2-5 day
restriction. Therefore, a 3 inch orifice is adequate for this pond.
Overflow Considerations
To find appropriate overflow structures, storms with volumes larger than the treatment
volume must be routed through the pond. To accomplish this, we utilize the SCS TR-20
Method with a Type III storm.
10-year 24-hour Storm
10-year 24-hour depth = 5.52 inches
Drainage Area = 1,880,600 sf
Tc = 45 minutes
CN =73
Two overflow risers are used for this pond and both are set at the temporary pool elevation
(19.3). A 4'x4' brick riser carries the majority of the overflow while an 8-inch CMP riser
carries a small portion of the overflow to a level spreader. The 3-inch draw -down orifice is
set at the permanent pool elevation (16.0').
Revised
June 6, 2011 Page 5 of 6
Project # 07880
Gooden & Associates, Inc.

Routing the storm produces the following results:
Max Inflow = 64.2 cfs
Max Outflow = 63.5 cfs
Max 10-year Stage = 19.9 ft
100-year 24-hour Storm
100-year 24-hour depth = 8.67 inches
Drainage Area = 1,880,600 sf
Tc = 45 minutes
CN=73
The emergency overflow weir is 20' wide and is at the maximum stage of the 10-year 24-
hour storm (19.9').
Routing the storm produces the following results:
Max Inflow = 129.6 cfs
Max Outflow = 127.9 cfs
Max 100-year Stage = 20.2 ft
The top of the pond will be at stage 21.2 feet.
Revised
June 6, 2011 Page 6 of 6
Project # 07880
Gooden & Associates, Inc.

•��-•^y�A, ct 31
1,
19

,R£ j-im J V'_0 -FOe'9N O W 7Ag a2
-:A- PrrA C'V_ irJ TAIC4 rf- STinS S. j u ?
Application Completeness Review
First Submittal ❑ Re -submittal Date Received: ''& Date Reviewed:S,s / By Bill Diuguida L —
Development/Project Name:Z-fke /grin Ag-AA / F S /o f s4e6O.
Receiving stream name /3oAt(gs eeF-F-✓ classification: C
C-A-P,r— rE&OL BA--S'in/
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, HOW, 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): /V /Ai
Latitude and Longitude:3S 63 09 At —99 / 2 %0 k) Jurisdi tion JJ {/4
Project Address: / if0% R%in k1aAlo/ C'u M ee ° tn,✓ k C
Engineer name and firm: To E [ S ac
qro _ zzs -9ryG Jae ea/� i� oodc.Jsuwej�.J� c� m
Cl ow Density (no curb and gutter) ❑ Low Density with curAnd gutter outlets IR High Density ❑ Other
401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter)
¢� UA 2 g/, /e de-V�1. yea( poa.t? <',r c� s,'te
heck for $505.00 included l
&i Original signature (not photocopy) on application
ru/Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent).
Check spelling, capitalization, punctuation: http://www.secrctary.state.nc.us/corporations/thepage.aspx
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.
9' For subdivided projects, a signed and notarized deed restriction statement
9� Sealed, signed & dated calculations
El' Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each)
❑ Bioretention `' ❑ Rooftop Runoff Management
❑ Dry Detention Basin
❑ Filter Strip
❑ Grass Swale
❑ Infiltration Basin
❑ Infiltration Trench
❑ Level Spreader
❑ Permeable Pavement
❑ Restored Riparian Buffer
❑ Sand Filter
❑ Strormwater Wetland
et Detention Basin
❑ Low Density
❑ Curb Outlet
❑ Off -Site
❑ NCDOT Linear Road
:�a o sets of sealed, signed & dated layout & finish grading plans with appropriate details
Narrative Description of stormwater management provided
["Soils report provided
G' Wetlands delineated or a note on the plans that none exist on site and/or adjacent property
UV'_ etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter;
&'Dimensions & slopes provided /
"rainage areas delineated ' ervious and impervious reported for each ER -Areas of high density
Uir Inspection and maintenance agreements provided
Gk"'Application complete ❑ Application Incomplete Returned: (Date)
Comments /yn /SSlLtS — G
February 9, 2009 Revision

SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties
Low -density projects
❑ No more than two dwelling units per acre or 24% built -upon, area;
❑ Vegetated conveyances to the maximum extent practiddble;,
❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures.
High density projects
❑ Control and treat runoff from the first one -inch of rain.
❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours;
❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the
one-year, 24-hour storm.
❑ Achieve 85% average annual removal of total suspended solids.
❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include
at least 12 inches of naturally occurring soil above the SHWT. .
❑ Stormwater management measures must comply with the General Engineering Design Criteria For All
Projects requirements listed in 15A NCAC 2H .1008(c);
❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters;
❑ Deed restrictions, protective covenants, and/or other restrictive language/measures
❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices
Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds
Buffer Requirements
❑ Undisturbed riparian buffers within 200 feet of water bodies'within the 100-Year Floodplain and within 100 feet
of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer
requirements are set forth in 15A NCAC 02B .0607
Stormwater Controls as required by 15A NCAC 02B .0602
❑ Control and treat the difference between the pre -development and post -development conditions for the one-
year, 24-hour storm with structural controls.
❑ Development and redevelopment shall implement stormwater management measures that promote infiltration
of flows and ground water recharge for the purpose of maintaining stream base flow.
❑ 85% average annual removal of total suspended solids.
❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds.
❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one-
year, 24-hour storm.
❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008.
High Density Projects that require a 401/404 within an NSW
❑ 85% TSS
❑ 30% TN
❑ 30% TP
February 9, 2009 Revision

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
11 October 2010
Mr. Harold Kidd
K & G Development
6885 Cliffdale Road
Fayetteville, NC 28314
Reference: Soil Scientist Investigation for Stormwater Management
Lake Rim Subdivision
Dear Mr. Kidd,
A site investigation has been conducted for the above referenced project to determine the
depth to evidence of a seasonal high water table in the area proposed for a wet detention basin.
All soil characteristics were described in accordance with the USDA Field Bookfor Describing
and Sampling Soils. This report represents my professional opinion as a Licensed Soil Scientist.
An auger boring was advanced to a depth of 70 inches below ground surface in the
vicinity of the proposed wet detention pond. Soil morphological characteristics indicating a
seasonal high water table (SHWT) were observed at 60 inches and free water in the bore hole
was measured to be 70 inches below surface one hour after the boring was finished. A soil
profile description was collected and is attached to this report. A portion of the proposed site has
significant slope and the depth to the seasonal high water table varies significantly across the
site. The soil boring was located just above a steep drop off toward the creek. As you move
toward the creek (down the hill) the depth to the seasonal high water table decreases until it is
about one foot below surface at the bottom of the slope. It appears that a wet pond could be sited
on the flatter portion of the site but the steep sideslope is not well suited for the intended use.
I appreciate the opportunity to provide this service and trust that you will feel free to
call on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely �• ✓-
Hal Owen
Licensed Soil Scientist
and Delineations, Permitting, and Consulting

s
HAL OWEN & ASSOCIATES, INC.
Soil Scientist Investigation
Lake Rim Subdivision
October 2010
Figure
" 'rofile #1
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
CLIENT: Harold Kidd — K & G Development OWNER:® AGENT:❑ PHONE: [phone]
PROJECT NAME: Lake Rim Subdivision
PROPOSED FACILITY: Wet Detention Basin
LOCATION OF SITE:
COUNTY: Cumberland PROPERTY SIZE:
EVALUATED BY: Hal Owen NC Licensed Soil Scientist
DATE EVALUATED: I July 2010 EVALUATION METHOD: Auger Boring ®, Pit ❑
nn�cn o
v
HORIZON
DEPTH
IN
MATRIX
MOTTLES
TEXTURE
STRUCTURE
CONSIS-
TENCE
PERMEABIL
ITY WMR
NOTES
A
0-10
LS
10
E
1044
Brown Yellow
LS
10
Btl
44-50
Yellow Brown
SL
1 MSBK
FR
2.5
Bt2
50-60
Yellow Brown
2 & 3 chroma
SCL
2 M SBK
FR
1.5
BC
60-70
Gray
red and other
SL
I M SINK
FR
AWT
70 in
SHWT
60 inches
SLWT
SLOPE
DRAINAGE
SOIL SERFS
VEGETATION
COMMENTS:
observation made at Batter portion of the site
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
TEXTURE
S
-Sand
LS
- Loamy Sand
SL
- Sandy Loam
L
- Loam
SCL
- Sandy Clay Loam
CL
- Clay Loam
SiL
- Silt Loam
Si
- Silt
SiCL-
Silt Clay Loam
SC
- Sandy Clay
C
- Clay
SiC
- Silty Clay
O
- Organic
MOTTLES
f — few
c — common
m — many
STRUCTURE
0 - structureless
I - weak
2 - moderate
3 - strong
MD-F,
MOIST CONSISTENCE
L
- Loose
VFR
- Very Friable
FR
- Friable
FI
- Firm
VFI
- Very Firm
EFI
- Extremely Firm
AWT — Apparent Water Table
SHWT— Seasonal High Water Table
SLWT—Seasonal Low Water Table
1 - fine F - Faint
2 - medium D - Distinct
3 - coarse P - Prominent
VF
-very fine
G
- Single Grain
F
- fine
M
- Massive
M
- medium
CR
- Crumb
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PR
- Prismatic
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

f 6956
0173
13K6956PG 173
035074
CUIa2R1dND COUNTY 8C 07/28/2005
$411.00
n,.,a�r
!�p�1�0ti1NA Peel Estate
Y ! Exclw Tex
RECEIVED
7-28-2005 AM 8:29:43
J. LEE WARREN JR.
REGISTER OF DEEDS
CUMBERLAND CO., N.C.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise In: S 411.00
Peal Identifier No.9487-74-7238 Verified by County on the _ dry of. 20_
MuVBox to: Kenneth C. Praschm, P.A., 2547 Ravenhill Road Fayetteville NC 28303
This tastnancut was Prepared by: Kenneth C. Praschan, P.A. 05-676, 2547 Revenhill Road, Fayetteville, NC 28303
Brief demryu® for the Index: LT 13.67 ACRES, MORE OR LESS,
THIS DEED made this 19th day of July .20_jU by and between
Clifton J. Herrington and wife
Shirley Monroe Harrington
K&G Developea, LLC
6885 Cliffdale Road
Fayetteville, NC 29314
The designation Grantor sad Grantee as usedberein shn11 inehrde saldparhm, thewhem successom and --gas, and shallinehrde
singular, plural, masculine, fennoim or neuter as requved by contnl.
W RNESSETH, that the Camtm, for a vahmt
and by thew proems does grant, bargain, sell
inlhe Cityof Fayetteville.)
Sec Exhibit "A" attached
NorlhCnaliosaod
The property harcumbove described was acgnnW by Grantor by ustrumeot recorded m Book 2288 page 403
A map showmg the above described property a recorded in Plat Book page
NC Bar Amociatlon Form No. L-3 ® 1976, Revised m 1977, 2002
Primed by Agmement with the NC Bar Aso a^^n-1981 SoRPro Corporatim 333 E. Six Pmb Rd., Raleigh, NC 27609
10
/

6956
0174
-OK6956PG 114
TO HAVE AND TO HOLD the alawaid lot a parcel ofland and all privileges and a ppureeoaneathereinhalo swat aGmntee
in fa dagk.
And the Chanter covenants with the Grantee. than Grantor a seized of thepre®ees in fee sunpk, has the right toconvoy the same in
fee atnWk, that ritle is n u ketable and free and clear of all enam>brerca, and that Grantor will warrant and &find the tide against
the lapfalclanns of all pmona whomsoever, other than the following eaeeptiom: Restrictive covenants, easements and
rights -of -way, of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of day and ar fiat above wriunan
(SEAL )
(Entity Nam) Cliftc J. Frerrinjiton
gy; R/rf'S(AL )
Tide: Shirley Nt4rffoc Harrington
L, the undersigned Notary Public of the Cmmty BGta6A'd??aeid, u dust Clif on J. HartnZon and wife Shirley
Monroe Harrington P :personally appeared before use this day and
acknowledged the due execution of the laego n!g ! ear{or eq _ expressed. Whitest my hand and Notarial
shnporsealibis 19th day/of_ July -, l
My Cow Finphes: (.p " f 3-0% ^+. • .... -rst�✓ u1Ns
Notary Public
Stan, of North Carolina - County of
1, the =damped Notary Public ofaeCounty and Soon afot"Od. ow* that
Personally came before or this day and eclmowledgad that _he is the of
a North Caralnaa or
eorporatiodlmamd liebr7ity coroWmY/geoarel permashipR®Ised parmasbip (etr0as Ihrwgh tln i nsMliable), and
dwby wfhmitydulygivea and" them of such entity. _he aiguedthe finegomg immmaatm its name curb behalf as its Maud
dad. Witness my band and Notarial sump or seal, this _ day of . 20_
My Commission Expires:
Notary Public
Sate ofNorth Carolina - Canty of
tithe uodrnigoed Notary Public of the County and Sate aforesaid, certify that
Witness my hand end Notional vamp or seal, this day of 20_
My r� c--< -
au�t�r_ssaaaasm �w�� v

' 6956
0175
BK6956PG 115
Exhibit " A "
FIR41' TRACT: BEGINNING at a stake, two pine pointers, just west of a certway,
Mary D. McGill corner, and rum North 73 degrees East 10 chains and 60 links to a
stake four oak pointers; thence South 2 degrees East 11 chains and 60 links to a
stake by a small blackjack, two pine winters; Thence West 10 chains to a stake in
Mary McGill's Hue; thence as it North 3 degrees West to the beginning. Containing
10 acres, more or less. Being the same land described in a deed dated January 2,
1803, from John A. Patterson and wife to Duncan Ray, recorded In Book A45, page
71, office of the Register of Deeds for Cumberland County.
SECOND TRACT; BEGINNING at a stake In John A. Patterson's Rae and rum
North 73 degrees East 4 chains and 40 links to his corner, thence South 5 degrees
West 17 chains and 50 links to a pine and pointers; thence West 12 chains and 20
links to a stake in Mrs. McG0l's line; thence with said line North 2 degrees West 4
chains and 50 links to Duncan Ray's corner, thence with Ray's tine East 10 chains
to Ray's other comer, thence direct to the beginning containing 10'/. acres, more or
less. Being the same land described in a deed from John A. Patterson and wife to
Duncan Ray, recorded in Book N N7, page 140, in the office of the Register of Deeds
for Cumberland County.
THIRD TRACT; BEGINNING at a stake, Duncan Ray's corner in Martin's line,
and runs thence west 12 chains and 20 links to a stake; thence south 2 degrees East 5
chains and 80 links to a stake; thence South 73 degrees East 11 chains and 73 links
to a stale; thence North 5 degrees East 8 chains and 70links to the beginning.
Containing 8 acres, more or less Being the same land described in a deed dated
May 1, 1914, from John A. Patterson and wife to Duncan Ray, recorded in Book D-
A, page 230, in the office of the Register of Deeds for Cumberland County.
Excepted therefrom this conveyance recorded in Deed Book 2475/ Page 626.

6956
0176
BK6956PG 176
035015
RECEIVED
Corssa80t Coteau ac 07/28/2005 - 7-28-2005 AM 8:29:49
' $438.00 J. LEE WARREN JR.
REGISTER OF DEEDS
,. 'MA �I Real Esau CUMBERLRND CO., N. C.
1� Excise Tax
NORTH CAROLDVA GENERAL WARRANTY DEED
Mad/Boa to: KenneN C. Preschan P.A. 2547 Ravenhill Road Fa evi0e NC 28303
This imtnmeot wait prepared by; Kenneth C. Pmchm, P.A. 05676, 2547 Ravenhill Road, Fayetteville, NC 28303
Brief deseriptim for the Index: LT 14.58 ACRES, MORE OR LESS
71iI5 DEED made tbia 191h day of f W 20� by ead between
Milton Spencer and wife Lagray H. Spencer K&G Developers, LLC
. 6885 Cliffdale Road
Fayetteville, NC 28314
MW4101igrstimGramOrand Grantee as used hereto shall include mid paracs, theirbeirs, sneceaos, and
atogubr, phoa`4 ra"culme, fe�uix or order as required by conum snips. and ehen tochde
WITNBSSE71L that the Grantor, fora vahsble COUSukratim paA by the GnOtce, the roeelptuf,&& isbeneby&clmowledged,lm and a City a preaeob does grantof Fayetteville , bargab4 NUB a� convry mmo the Grantee to fee ale, W thtteerbtohtm to the CtiSEVENTY FIRST p&roelofbaddbsted
muse P' ly described u fonows: To�°P. Cumberland County. NotthCwlbaeud
See Exhibit "A" attached
The property hereinebove descibeA was acquired by Gramm by isttrrmeot roeordcd to Book 2475 page 626
A meta abowlog the &love dumbed property is r ,.&d to Pbt Bock Page
NC Bar Amu iation Fotm No. LA O 1976, Reviwd O 1977, 2002
Printed by Agreement with the NC Bar Asaaciatioo-1981 S0010 Cmpmartoq 333 E. Six Farm Rd, Raleigh, NC 27W9

6956
0177
OK6956PG 117
TO HAVE AND TO HOLD the aforesaid lot mparcal ofImd and A privileges and sppurwm abelooMwtbc Crrantae
in fee aimple.
7hr
And the Oraotorcoveosob with the Grmta, that(erator u seized of the premI mfbeamtQk,hastherighttoconveytheearm
fee aurWle, that titles marketable and five and elm *fail emnubmac e, arAihet Gr®torwill werraot and defend the title against
the mwfW clan® of all porters whomsoever, other than the following cwgmoos: Restrictive covenants, easements and
rights -of -way of record.
IN WHINES$ WHEREOF, the Grmmr hu duly executed the fm/fe&oWg w oftheday and year fit above writtca.
1(/.f.(.Gyi74 (SEAL)
(Entity Name) �(pvli-1 Spencer
By. P=G.N�wi. i6t,0�_ (SEAL)
Title: lagray H.13pe�rer
Title:
1, the onde=Smd Notary Public
aclmowledgcd the due exmtrtion of the forest
stump or seal this I9N day of Ju
My Cotuminion Expires: (0-13-6i
_ personally appeared before me this day and
therein expressed.- Wimesa nW had and Notarial
State of North Carolina - County of
6 the undersigned Notary Public of&e Carry and SYatoafacuid, m' ftt
pen y — before me this dry end ulmuwtedgad that -he m the of
a North Carolina or
corp—b d—lcdlnbtibaompmyfgmcrslparmaebiprli ttedparmeahip(smile Ilnoughdw mapplicabk:), and
thatbyauthority duly given mdu the aotofsuch entity. he signed the foregoing mMmem in is mote w it, behelfu imactaod
deed. Witem my land and Notarial stamp or anal. Iltia_day of 20 .
My Coioision Expire:
Notary Public
Stata ofNa th Carolina • Gmmy of
L the M&mgmd Notary Public of the Camty and State afore" certify thin
wbe m..en. Th. ia� .era ddr ornifmm.0 duly r9O e,.d u ere d.m.m t®e ud a dot
0
DEEDS FOR ctlamRRtwwD COUNTY,
kputyNU*ftt - Reglwn.f Dena.
FtintW by Agrectnet with the NC By Association-1991 Soffm Corpastion, b3 E Six Forim Rd, Raleigh, NC 27609

70fi8 0888 BK7068PG868
RECEIVED
(N.R SEAL) 055 198 11-1E-2005 AM 6:25: 42
d .I. LEE WARREN 7R.
P
h' REGf STER OF DEEDS
CUMBERLAND CO., N.C.
CUIIDERL D COaRTr RC 11/16/7DD5
$1169.00
mnn n
NO&JMA Real Estate
iExcise Tax
NORTH CAROLINA GENERAL WARRANTY DEED
Mad/Box te: Kenneth C. Prescient, t, P.A., 2547 Rave Chill Road, Fayetteville, NC 28303 05-971
This instrument we, prepared by: Kenneth C. Praschan, P.A., 2547 Ravenhill Road, Fayetteville, NC 28303
Brief description for the Index LT 31.14 ACRES, 31.14 AC, LAKE RIM NORTH ADD, PHASE 3 C `,) " l
DEED made this 7th day of November , 20_n by and between
loe G. Thompson
K&G Developers, LLC
6885 Clifftale Road
Fayetteville, NC 28314
20
The desigationCmntm and Grantor as wed herein shall include ssidparues, theirbehe, successors, and assigns, end shad mchde
singular, piunal, mascu ia, fe®ame or newer u required by context.
WITNESSEFN, that the Grantor, for a valuable consideration paid by the Grwteq the receipt ofwhwh a Mebyaclmow7edged, has
and by thou presents does grant, bargain, will and convey auto the Grantee in lb: simple, ad that certain lot or parcel of had smeared
mdm Cityof Fayetteville Seventy First Township, Cumberland County, NmthCamlinaaod
more particularly described as follows:
See Exhibit "A" attached hereto and made a part hereof
The property hereiabove described was; aequned by Gren er by irumumm recorded a Boot 2234 page 419
A map showing the above described property is recorded in Plu Book page
NC Bar Association Form No. W ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association-1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, INC 27609

7068 OKI068PG869
086% HAVE AND TO HOLD the aforesaid lot or loflandandall privileges paw P ticges and appurtenance thereto belonglegmthe Grano,,
in fee simple.
And the Grantor covenants with the Gaamce, that Granter to seized of thepremisea in fa simple, has the right to convey the same to
fa simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, otha than the following exceptiom: Restrictive covenants, casements and
rights -of -way of record.
IN WITNESS WHEREOF, the Grantor has duly executed t4,twegaing as of the day and year first above written
(Entity Name) oe (� Thompson �—
By: _ (SEAL)
Title:
By
Title:
By:
Title:
I. the undersigned Notary Public of the County> [eO6mdy d d Joe G. Thompson
appeared before me this day and
acknowledged the due exeeutim of the foregoing imtnneentTor p expressed.- Witness my hand stud Notarial
stamp or seal this 7th day of November
My Commission Expires: •i3-O'' �n.,..tA.t,MrQ.L.J �• `"M'+1yA+-,
l Notary Public
State of North Carolina - County of
1, the undersigned Notary Public ofthe Countystrd State aforesaid, certify that
personally came before tar this day sod acknowledged that _he is the of
a North Camlma or
corpombowlmutedhabilityco m-y/gemalp-mmsb plimiredl>ermasbip (stril¢ dbroughthe mapplicabk)� and
thatby authority duly given and as the act of such entity, _he signed the foregoingiosnr®em in its more on its behalf as its act and
dad. Witness my hand and Notarial stamp or seal, this _ day of , 20.
My Commission Expires:
1, the undersigned Notary Public of the County and State aforesad, artily that
Witness my hand and Notarial stamp or seal, this _ day of 20_
My Commission Expires:
Notary Public
The foregoing Certifiate(s) of
WamcertiGedmbecarec� This mstnanent and this certificate save dutyregistered a the dam and tint and nthe Bookand Pagsehown
on the first page hereof
Regrser of Deeds for County
Deputy/Assistant - Register of Deed
NC Bar Association Form No. L3 ® 1976, Revised ® 1977, 2002
Printed by Agreement with the NC Barr Association- 1981 So11Pro Corporation, 333 E. Six Forks Rd, Raleigh, NC 27609

7068 BK1068PG810
0870
Legal Description
For
K & G Developers, LL&
Located near Fayetteville, in Seventy-first Township, Cumberland County, North Carolina. Bound on the
.. North by the Sanders tract (DB: 6723 PG. 327, Cumberland County Registry); on the East by the eastern
portion of the tract of which this is a part (OB. 2234 PG. 419, Cumberland County Registry); on the South
by the Lapham tract (DB. 2800 PG. 83, Cumberland County Registry) and lots 27 & 28 of Lake Rim North
Addition.— Phase 2 (PB. 113 PG. 97, Cumberland County Registry); on the West by Sunset Park —
. Section 3 Part 2 (PB. 44 PG. 41, Cumberland County Registry) and the K&G Developers, LLC tract (DB.
6956 PG. 173, Cumberland County Registry); and being more specifically described as:
.. Beginning at a. point in the Southeastem right-of-way line of Schull Drive (a 50' rightof-way public
road) and then crossing Schuh Drive N 21 W - 50.00' to a point, being the southeast comer of lot
221, Sunset Park— Section 3 — Part 2 (PB. 44 PG, 41, Cumberland County Registry);
Y
Thence, with the common line of Sunset Park,— Section 3 Part 2 (PB. 44 PG. 41, Cumberland County
Registry) and. the tract of which this is a part (DB. 2234 PG. 419, Cumberland 'County Registry) the
- following ten courses; -
. N 21 - 75.D0' to a point, being the Northeast corner of lot 221;
Thence N 27°26'58' W - 77.00' to a point, being the Northeast comer of lot 220:
Thence N 1W18'04" W - 64.1( to a point, being the Northeast corner of lot 219;
Thence N 05'5T04' W.-64.16'to a point, being the Northeast comer of lot 218;
Thence N 00'52'16' W 83.84' to a point, being the Northeast comer of lot 217;
Thence N 12'18'04' W - 83.62' to a point, being the Northeast comer of lot 216;
Thence N 24"16'94' W - 89.28' to a point, being the Northeast comer of lot 215 and being In the
- Southern right-ofivay line of an unnamed 50' rightof-way public road;
Thence, crossing said road, N 63'15'50' W - 59.59, to a point, being the Southeast comer of lot 214
and being In the Northern rightof-way line of an unnamed 50' rightof-way public road;
Thence N 31133'52' W - 136.32' to a point being the North corner of lot 214 of Sunset Park — Sectl
Part 2 (PB. 44 PG. 41, Cumberland County Registry)on 3;
Thence S 71'48'04' E - 240.49' to a point, being the Southeast corner of Tract 2 of K&G Dev., LLC
property (DB. 6956 PG. 173)
Thence; with K&Gs Eastern line, N 07*2920" E - 531.08' to a.
comer (DB. 6723 PG. 327) point being the Sanders Southwest
Thence, with Sanders Southern line, S 82'21'03' E-1109.20' to a point
Thence, leaving Sanders line, with a new line crossing the tract of which this is a part (DB. 2234 PG.
419, Cumberland County Registry) S 07'12'05' W-1214.68' to a point,
Thence N 82"57'18' W - 761.85' to a point, being the Western comer of Laphams tract (DB. 2800 PG.
83, Cumberland County Registry) and a Nortl a stem corner of lot 27 of Lake Rim North Addition —
Phase 2 (PB. 113 PG. 97, Cumberland County Registry)
Thence, with the common line of Lake Rim North Addition — Phase 2 (PB. 113 PG.97, Cumberland
County Registry) and the tract of which this is a part (DB. 2234 PG: 419, Cumberland County Registry) N
53°19'30' W-101.46' to a point, being the Northern corner of lot 28 of Lake Rim North Addition has
21
Thence, with the North line of lot 28 of Lake Rim North Addition — Phase 2, S 60'04'10' W-162.80, to a
point in the Northeastern rightof-way line of Layton Drive (a 50' rightof-way public road);
Thence, with the right-of-way of Layton Drive, N 29655'52' W . 75.00' to a point;
Thence, with a curve to the right a distance of 39.27' on a radius of 25.00' (said line being subtended by
a chord line of N 16'04'08"E — 35.36):
Thence: N 60'04'08' E - 75.00' to tha place and point of Beginning.
Containing 1,356,322 SF or 31.14 Acres more or less.
Property his subject to all easements and restrictions of record including a LaGrange Waterworks well
site (DB. 4107 PG. 401, Cumberland County Registry) that reverts back to owner after abandonment.

awal". VOOJJO
Date Filed: 8/26/2003 8:22:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200323700105
ARTICLES OF ORGANIZATION
Ws
K & G DEVELOPERS, LLC
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned do hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
ARTICLE I
NAME
The name of the limited liability company is K & G Developers, LLC.
ARTICLE 1I
ORGANIZERS
The name and address of each person executing these Articles of Organization are as follows:
Harold J. Kidd
Joseph H. Gillis
Organizer and Member
Organizer and Member
502 Raven Place
Fayetteville, NC 28314
8623 Galatia Church Road
Fayetteville, NC 28304
ARTICLE III
REGISTERED OFFICE AND AGENT
The street address, mailing address and county of the initial registered office of the limited
liability company are 502 Raven Place, Fayetteville, Cumberland County, North Carolina 28314,
The name of the initial registered agent of the limited liability company is Harold J. Kidd.
ARTICLE IV
PRINCIPAL OFFICE
The street address, mailing address and county of the principal office of the limited liability
company are 502 Raven Place, Fayetteville, Cumberland County, North Carolina 28314.
Page 1 of 2

..
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ARTICLE V
MANAGEMENT OF COMPANY
Check one of the following:
_X_ (i) Member -managed LLC: all members by virtue of their status as members shall
be managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as members.
ARTICLE VI
EFFECTIVE DATE
These Articles will be effective upon filing with the office of the Secretary of State.
This the 22nd day of August, 2003.
(CA v'I [SEAL]
HAROLD J. KID
Organizer and Member
Wf 1A [SEAL]
EPA . GILLIS
Organizer and Member
F:\WbliclDwu tsV.imited_Liabiliry_C=MieAK k G De elopem LLC.wicla.mg.wpd
Page 2 of 2

r Am.. I

CLIFDALE QUADRANGLE hI
UNITED STATES UNITED STATES NORTH CAROLINA
DEPARTMENT OF THE INTERIOR DEPARTMENT OF THE ARnv za nlxurE SERIES fl'OPCCRAPN¢I
1
GEOLOGICAL SURVEY CORPS OF ENGINEERS s vm w ,„n®rtn W1Ouro. u. • w. xu
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Gooden & Associates, Inc
Surveying, Planning, Mapping
STORMWATER NARRATIVE
LAKE RIM NORTH
FAYETTEVILLE, NC
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
FAX: [phone]
April 27, 2011
Currently, this site contains no impervious area. The timber was harvested several years ago and
the site is now grassy meadow. There is a swale running through the property from west to east
and flows into Bones Creek. This swale is designated as a blue -line stream. The site contains
wetlands along the swale and along Bones Creek.
Some of this site is undevelopable resulting in a total built -upon -area of 20%. However, runoff in
only the developed area will be captured. The impervious area will be 42% of the total drainage
area. Runoff will be diverted to streets where it will be collected in a network of catch basins and
piped to a permanent wet detention basin.
N
SEAL
L-4905
ohn !i/�wc�
Digitally signed by John E. Prevette III, P.LS.
Date: 2011.05.03 09:34:17-04'00'

1 Inc745 Cypress Lakes Rd
���r�1pe Mills, NC 28348
Gooden & Associates Inc i
Surveying, Planning, Mapping ' Phone:
FAX: [phone]
jDrevctten,goodensurveying.com
May 3, 2011
Mr. Brian Lowther
NC DENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: LAKE RIM NORTH
POST CONSTRUCTION STORMWATER PERMIT
Mr. Lowther,
Please find enclosed two sets of plans for subject project, the permit application,
supplemental documentation, and check for $505. Please let me know if you have any questions or
concerns
Sincerely,
,1~F/,,
John E. Prevette, Ill, P.L.S.
enclosures

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, rl(1 r�,r� �y i A ci , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is d 700 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not
include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface waters.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional rpeasures.
Signature. ls/ Date: L1� �lo�i—
I, h of u i%1 C r 00 v e t— a Notary Public in the
State of Y 0(_-'0l 00rol k�a County of l:iWv�10eAcLtA j ,
do hereby certify that Hc-, f nk rA Vh� j of personally appeared
before me this the Lo day of A Dr t 20 11 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
J t r} r "y.
Signature 5hr; m C3'� oar
My Commission expires O debt r- -7 UI K
Form DRPC-3 Rev.2 05Nov2009 Page 1 of t
SEAL
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ar
NCDEE R
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr. John E. Prevette, III, PLS
Gooden & Associates, Inc.
1745 Cypress Lakes Rd
Rope Mills, NC 28348
Dear Mr. Prevette:
Division of Water Quality
Coleen H. Sullins
Director
May 24, 2011
Subject: Request for Additional Information
Stormwater Project No. SW6110502
K & G Developers, LLC
Lake Rim North
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on May 18, 2011. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
I., Please make sure to include Part III: Required Items Checklist of the Wet Detention Basin
Supplement Form. Some items are missing and need to be included with the resubmittal.
2.: Plan sheets need to clearly show proposed contours and final grade.
3. The supplement indicates a vegetated filter strip is provided at the discharge. All vegetated
filter strips must be designed with a level spreader. Please see Chapter 8 - Level Spreader &
Veg. Filter Strip in the BMP manual for more information. Instead of a filter strip the pond
maybe designed for 90% TSS removal.
4. The PPE on the wet detention basin cross section says 165 but should be 159.5 based on the
supplement form. Please revise this number on your resubmittal.
5. 1 A drainage area map was provided but the drainage areas do not correlate with the contours
shown on the plans. Please make sure to show final grade.
6.. Please show contours and grading necessary for all swales on the plans.
7. The plans show 30' setbacks for the surface waters but please make sure they are clearly
labeled.
Please show the rip -rap lined weir for the forebay on the plan view detail for the wet detention
basin.
9. '1he total drainage area and existing BUA were changed from the first submittal. Does this
now include the entire drainage area to the BMP as well as all the BUA? Please clarify why
the numbers were different.
Wetlands and Stonwaler Branch t� One,,
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 No/hCttrollna
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
I." coo awo � fE//NA�II/

Mr. John E. Prevette, III, PLS
SW6110502 — Lake Rim North
May 24, 2011
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 June 13, 2011, 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.
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this matter please feel free to call me, at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6110502 File

1745 Cypress Lakes Rd
Gooden &Associates, Inc Hope Mills, NC 28348
-7766
Phone:
9
Surveying, Planning, Mapping FAX: [phone]
i prevette(a.goodensurvcying.com
May 31, 2011
Mr. Brian Lowther
NC DENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: LAKE RIM NORTH
PROJECT No.SW6110502
Brian,
We revised three of the plan sheets and have attached two copies of each. I have also
attached the supplement form for the level spreader, a photo of the existing wooded area which will
be used as the vegetated strip, and the checklist for the wet detention pond.
Regards, �/�
//isxs"
John E. Prevette, Ill, P.L.S.
enclosures

1745 Cypress Lakes Rd
Inc
Gooden &Associates, Hope : 9s, NC 28348
-7766
-� Phone: [phone]
Surveying, Planning Mapping FAX: [phone]RR
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June 2, 2011
Mr. Brian Lowther
NC DENR - Division of Water Quality
Stormwater Permitting Unit
Post -Construction Application
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: LAKE RIM NORTH
PROJECT No.SW6110502
REVIEW LETTER DATED JUNE 1, 2011
Brian,
We have addressed the comments on your last review letter.
1. An additional riser has been added to divert a total of 1.9 cis to the level spreader.
2. The checklist has been revised to show the correct sheet number.
3. Topo lines have are now shown down -slope of the level spreader.
4. The right-angle contours within the pond have been rounded to show a more realistic
grading plan.
5. The outlet structures have been moved to the south side of the pond to increase the flow
path. The flow path distance is now approximately 240 feet.
6. Site topography and wetlands limit the available area for a wet detention basin. Decreasing
the average depth to 7.5 feet would require an increase in surface area. Unfortunately,
there is no room to expand the pond to the required surface area.
7. The top of the pond has been raised. It is now 1 foot above the 100-yr 24-hr max stage.
B. The velocity dissipater detail has been revised to clarify that velocities will be non -erosive.
I have attached two copies of the revised detail sheet, the revised supplement form, and the revised
calculations showing the new pond top elevation.Please let me know if you need any further
information.
Regards
/,-
ohn E. Prevette,111, P.L.S.
attachments

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NC®ENR
North Carolina Department of Environment and
Beverly Eaves Perdue
Governor
Mr. John E. Prevette, III, PLS
Gooden & Associates, Inc.
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Dear Mr. Prevette:
Division of Water Quality
Coleen H. Sullins
Director
May 24, 2011
Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW6110502
K & G Developers, LLC
Lake Rim North
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received a Stormwater Management Permit Application for
the subject project on May 18, 2011. 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. Please make sure to include Part III: Required Items Checklist of the Wet Detention Basin
Supplement Form. Some items are missing and need to be included with the resubmittal.
2. Plan sheets need to clearly show proposed contours and final grade.
3. The supplement indicates a vegetated filter strip is provided at the discharge. All vegetated
filter strips must be designed with a level spreader. Please see Chapter 8 - Level Spreader &
Veg. Filter Strip in the BMP manual for more information. Instead of a filter strip the pond
maybe designed for 90% TSS removal.
4. The PPE on the wet detention basin cross section says 165 but should be 159.5 based on the
supplement form. Please revise this number on your resubmitted.
_5_A drainage area map was -provided but the drainage areas do not correlate with the contours
shown on the plans. Please make sure to show final grade.
6. Please show contours and grading necessary for all Swedes on the plans.
7. The plans show 30' setbacks for the surface waters but please make sure they are clearly
labeled.
8. Please show the rip -rap lined weir for the forebay on the plan view detail for the wet detention
basin.
9. The total drainage area and existing BUA were changed from the first submittal. Does this
now include the entire drainage area to the BMP as well as all the BUA? Please clarify why
the numbers were different.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncivaterquaLty.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
;Vatuirally.

Mr. John E. Prevette, III, PLS
S W6110502 — Lake Rim North
May 24, 2011
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 June 13, 2011, 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.
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this niatter please feel free to call me. at [phone].
Sincerely,
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6110502 File �/� �,(3 /
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ls9;S

North Carolina
Beverly Eaves Perdue
Governor
Mr. John E. Prevette, III, PLS
Gooden & Associates, Inc.
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Dear Mr. Prevette:
MA
A11119=1
NC®EN®R
Department of Envir6nment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
June 1, 2011
Subject: Request for Additional Information
Stormwater Project No. SW6110502
K & G Developers, LLC
Lake Rim North
Cumberland County
Dee Freeman
Secretary
The Division of Water Quality Central Office received the additional information requested to complete
the Stormwater Management Permit Application for the subject project on May 31, 2011. A preliminary
review of that information has determined that the application is still not complete. The following
information is needed to continue the stormwater review:
1. The current level spreader design has a peak flow of 0.5 cfs directed to the Level Spreader -
Vegetated Filter Strip (LS-VFS). However, the flow should be 2 cfs since the 10 year storm is
over 2 cfs for the BMP and a wooded buffer is proposed.
2. On the LS-VFS supplement form, the plan sheet indicated for most items is Sheet C26.
However, the one provided is actually C25. Please revise.
3. Please show one foot topo lines between the level spreader lip and the top of the stream bank.
4. Please show contours and final grading for the wet detention that are more realistic of actual
final grade in order to make sure final volumes will be accurate (sharp right angles are not
usually used for grading wet detention basins).
5. Based on the current design, short-circuiting of the stormwater would occur. This is prevented
by making sure the length of the flowpath to width ratio is at least 3:1. Please revise the
design to provide the recommended 3:1 ratio.
6. The average depth for the pond is 8.5 ft. Very deep wet detention basins can become
thermally stratified and/or anoxic and release pollutants back into the water. An average pool
depth of 3 feet to 7.5 feet is recommended as optimal. Please consider revising.
7. One foot of freeboard is required above the max stage. Based on the temporary pool elevation
and the emergency spillway elevation, one foot of freeboard may not be provided. Please
revise on the resubmittal to make sure one foot is provided.
8. Any discharge to wetlands must be non -erosive. Please show with calculations that the
discharge entering to the adjacent wetland is non -erosive (<2 fps).
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1 877-623 6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Aaturdlll,J

Mr. John E. Prevette, Ilf, PLS
S W61 10502 —Lake Rim North
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 June 13, 2011, 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.
Please reference the State assigned project number on all correspondence. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely, zo
Brian Lowther
Environmental Engineer
cc: Fayetteville Regional Office
SW6110502 File

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