SW6070601_HISTORICAL FILE_20070619

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7D(��g
YYYYM M DD

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STREAM CLASSIFICATION FORM
This fomi may be photocopied for use as mi original.
It is required that the same authorized person that submitted or obtained approval for the Erosion and
Sedimentation Control Plan completes this form in its entirety. Once completed, this form should accompany the
application package for the Stormwater Management Permit. For further information and assistance in
determining stream classifications, visit: http:;%h2o.enr.state.ne.us/csL/swcfaq.html. .
1. PROJECT INFORMATION
1. Project Name: Forest Trails -Ph. 3
2. Authorized Contact Person (print):. Leon Anderson
3. Mailing Address: 6212 Rawls Church Rd.
4. City: Fuquay-Varina
County:
I,✓�Jv
Barnett
State: UC zip code: 27501 Phone #: [phone]
5. Name of closest downslope surfac stet: NDRSF r6l0 LSRA ( H
6. Signature of Contact Person: o� Date: 6-� %
(To be signed by the same person or Authorized Agent as on the Approved Erosion &
Sedimentation Control Plan)
7. Is an Erosion & Sedimentation Control Plan required? Yeses_ No_
8. State Stormwater Management Permit required? Yeses No
II. REQUIRED ITEMS
An 8.5" x l 1" color copy of the appropriate portion of a USGS quad sheet clearly showing the
project's property boundaries, receiving stream, major roads or State Road numbers and the
nearest town or city.
IIL CLASSIFICATION INFORMATION
, y -4
1. Name of surface water: HORk Pfx) a PAnr({J
2. River Basin: C-F1fg: frAR Stream Index: WC IV
3. Classification (as established by the Environmental Management Commission):
4. Proposed Classification (completed by DWQ during application process):
5. Approximate distance in feet from project site if classification is HQW: 0

O� I A.r6 Michael F. Easley, Governor
r
William G. Ross Jr., Secretary
CO
North Carolina Department of Environment and Natural Resources
O
Coleen n. Sullins, Director
Division of Water Quality
June 19, 2007
CERTIFIED MAIL: 7001 2510 0006 9498 8619
RETURN RECEIPT REQUESTED
A & D Properties �,VRO
Attn: Leon Anderson, President�°
6212 Rawls Church Road 3 L:,v
Fuquay-Varina, NC 27526 X,
SUBJECT: Request for Additional Information uxl �
Stormwater Project No. SW6070601
Forest Trails Subdivision Phase III
Harnett County
Dear Mr. Anderson:
The Fayetteville Regional Office of the Division of Water Quality received a Stormwater
Management Permit Application for the Forest Trails Subdivision Phase III project on June 8, 2007.
A preliminary review of the information provided has determined that the application is not complete.
The original application was marked as Low Density and included a Low Density Supplement, however
the plans submitted along with the application has differing information. The proposed impervious
surface calculations shown on the plans indicate more than 12%.impervious surface. Based on this
information, this project would be considered as High Density and would require engineered Stormwater
control devices capable of treating the runoff from the first inch of rainfall and achieving 85% TSS
removal. Such treatment devices must be located at all drainage areas. The plans show a proposed dry
detention basin at only one of the prcject's two drainage areas. A dry detention basin even if
accompanied with a grassed Swale does not achieve the required 85% TSS removal. The following
information is needed to continue the application review process and to obtain the proper Stormwater
Management Permit:
] . Please revise Page 2 of 4 of the application to reflect the proper type of project (High
Density), the proper amounts of total project area, project built -upon area and number of
drainage areas as well as the Drainage Area table.
2. Please provide an appropriately designed engineered stormwater control device capable
of achieving 85% TSS removal for all drainage areas. Design requirements and
guidelines can be found in the Division's Stormwater BMP Manual found on our website
at: littp:Hw\vw.ncwaterquality.org/su/Maiivals_Factsheets.litiii.
3. Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations.
4. Please provide an original and one copy of the revised application, applicable supplement
form and revised plans and specifications.
Please note that this request for additional information is in response to a preliminary review.
This office should receive the requested information Within 30 calendar days from receipt of this letter
or the application will be returned as incomplete. The return of an application package will necessitate
resubmittal of all required items, including the application fee. o'[�
NorthCNolina
Aalurally
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301 Phone [phone] Customer Service
Internet: www.xwatergualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department ofFnvironment and Natural Resources
Coleen 11. Sullins, Director
Division of Water Quality
,lone 19, 2007
CERTIFIED MAIL: 7001 2510 0006 9498 8619
RETURN RECEIPT REQUESTED
A & D Properties
Attn: Leon Anderson, President
6212 Rawls Church Road
Fuquay-Varina, NC 27526
SUBJECT: Request for Additional Information
Stormvater Project No. SW6070601
Forest Trails Subdivision Phase III
Ilarnett County
Dear Mr. Anderson:
The Fayetteville Regional Office of the Division of Water Quality received a Stonnwater
Management Permit Application for the Forest Trails Subdivision Phase III project on June 8, 2007.
A preliminary review of the information provided has determined that. the application is not complete.
The original application was marked as Low Density and included a Low Density Supplement, however
the plans submitted along with the application has differing information. The proposed impervious
surface calculations shown on the plans indicate more than 12% impervious surface. Based on this
infonuation, this project would be considered as High Density and would require engineered stormwater
control devices capable of treating the runoff from the first inch of rainfall and achieving 85% TSS
removal. Such treatment devices must be located at all drainage areas. The plans show a proposed dry
detention basin at only one of the project's two drainage areas. A dry detention basin even if
accompanied with a grassed Swale does not achieve the required 85% TSS removal. The following
information is needed to continue the application review process and to obtain the proper Stonnwater'
Management Permit:
Please revise Page 2 of 4 of the application to reflect the proper type of project (High
Density), the proper amounts of total project area, project built -upon area and number of
drainage areas as well as the Drainage Area table.
2. Please provide an appropriately designed engineered stormwatcr control device capable
of achieving 85% TSS removal for all drainage areas. Design requirements and
guidelines can be found in the Division's Stornwater BMP Manual found on our website
at: http://www.iicwaterquality.org/su/Maiivals_Factsheets.htm.
3. Please provide a copy of the proposed deed restrictions to include all required conditions
and limitations.
4. Please provide an original and one copy of the revised application, applicable supplement
form and revised plans and specifications.
Please note that this request for additional information is in response to a preliminary review.
This office should receive the requested information within 30 calendar days from receipt of this letter
or the application will be returned as incomplete. The return of an application package will necessitate
resubmittal of all required items, including the application fee. o'i<
NorthCarolina
Alativalllf
North Carolina Division of Water Quality 225 Green Street -Suite 714 Fayetteville, NC 28301 Phone [phone] Custorner Service
hnernet wtvw_ne,vaterpualiw.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

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 found on the letterhead. The request must
indicate the date by which you expect to Submit the required information. The Division is allowed 90
calendar days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance tinder an
approved Erosion & Sedimentation Control plan, is a violation ofNCGS 143-215.1 and is subject to
enforcement action pursuant toNCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must
be returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Ae_r
Michael Lawyer
Environmental Specialist
cc: Keith Roberts, PE -Development Consulting Services, Inc.
1401 Aversboro Road, Suite 206
Garner, NC 27529
FRO -Surface Water Protection
a -
a
Cr Cr Postage I $
II--
Cr CeM1ifled Fee
Postmark
—0 Return Receipt Fee Here
O (Entloreament Regofratl)
O Restrlcw Delivery Fee
O (Endorsement Requln O)
O Total Poetag,
A & D Properties
ru sent To
�� Attn: Leon Anderson, President
� JfPOBukAM e
I or PO Box Na.' 6212 Rawls Church Road
�mcfy,'sldre,zra. Puguay-Varina, NC 27526

DRAINAGE AND EROSION CONTROL CALCULATIONS
FOREST TRAILS SUBDIVISION
HARNETT COUNTY, NORTH CAROLINA
SUBMITTED BY: DEVELOPMENT CONSULTING SERVICES, INC.
1401 AVERSBORO ROAD, SUITE 206
GARNER, NC 27529
[phone]
FAX [phone]
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JUN 0 8 2007
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UNITED STATE5,�S
• Sender: Please print your name, address, and ZIP+4 in this box
eF.�* NORTH CAROLINA DEPARTMENT OF Iry_
ENVIRONMENT AND NATURAL RESOURCES
NCDI=1�i.R zzs GREEN STREET —SUITE 714
FAVETTEVILLE, NC 26301-5043 1 QN
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Forest Trails S/D
Street Name STA
From
Wild Oaks Dr. Offsets
LT 0+00
RT 0+00
Road B
LT 2+00
RT 2+00
• LT
0+00
RT
0+00
• LT
6+00
• RT
7+25
Analysis attached
Da C I Q10(cfs) Slope
To
2+00
0.11
0.65
7.22
0.52
2.96%
C125
2+00
0.31
0.5
7.22
1.12
2.96%
C126
4+00
0.25
0.6
7.22
1.08
5.00%
C125
4+00
0.12
0.7
7.22
0.61
5.00%
C125
6+00
6.67
0.5
7.22
24.08
3.84%
C350
7+25
0.72
0.6
7.22
3.12
3.84%
C125
13+50
1.64
0.6
7.22
7.10
9.00%
RIPRAP
13+50
0.39
0.7
7.22
1.97
9.00%
C126

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Pond Report
Hydraflow Hydrographs by Intelisolve
Pond No. 1 - FOREST TRAILS
Pond Data
Pond storage is based on known contour areas. Average end area method used.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cult) Total storage (cult)
0.00
331.00
7,038
0
0
1,00
332.00
8,203
7,621
7,621
2.00
333.00
9,445
8,824
16,445
3.00
334.00
10,765
10,105
26,550
4.00
335.00
12,184
11,475
38,024
Culvert / Orifice Structures
[A]
[B]
[C]
[D]
Rise (in)
= 18.00
8.00
0.00
0.00
Span (in)
= 18.00
8.00
0.00
0.00
No. Barrels
= 1
3
0
0
Invert El. (ft)
= 331.00
331.00
0.00
0.00
Length (ft)
= 40,00
0.00
0.00
0.00
Slope (%)
= 0.50
0.00
0.00
0.00
N-Value
= .013
.013
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= n1a
Yes
No
No
Stage (ft)
Friday, May 18 2007, 10:12 AM
Weir Structures
[A]
[B]
[C]
[D]
Crest Len (ft)
= 16.00
0.00
0.00
0.00
Crest El. (ft)
= 333.00
0.00
0.00
0,00
Weir Coeff.
= 3.33
3.33
0.00
0.00
Weir Type
= Riser
---
---
---
Multi-Stage
= Yes
No
No
No
Exfiltration = 0.000 in/hr (Contour) Tailwater Elev. = 0.00 ft
Nate: CulvertlOnf¢e outflows have been analyzed under inlet and outlet control. Weir riser checked for orifice conditions.
Stage / Storage
Stage (ft)
Storage
Storage (cuft)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve
Friday, May 18 2007, 10:11 AM
Hyd. No. 4
FOREST TRAILS
Hydrograph type
= Reservoir
Peak discharge
= 2.41 cfs
Storm frequency
= 2 yrs
Time interval
= 1 min
Inflow hyd. No.
= 3
Max. Elevation
= 332.04 ft
Reservoir name
= FOREST TRAILS
Max. Storage
= 7,975 cuft
Storage Indication method used.
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0.00
FOREST TRAILS
Hyd. No. 4 -- 2 Yr
0 40 80 120 160 200
— Hyd No. 4 — Hyd No. 3
Hydrograph Volume = 9,179 cult
240 280 320 360 400
I:I 11.1.11 Req. Stor = 7,975 cuft
Q (cfs)
21.00
18.00
15.00
12.00
9.00
6.00
3.00
0.00
i.� :6
Time (min)

Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Friday, May 18 2007, 10:12 AM
Hyd. No. 4
FOREST TRAILS
Hydrograph type = Reservoir Peak discharge = 2.89 cfs
Storm frequency = 10 yrs Time interval = 1 min
Inflow hyd. No. = 3 Max. Elevation = 332.27 ft
Reservoir name = FOREST TRAILS Max. Storage = 10,004 cuft
Storage Indication method used. Hydrograph Volume = 11,514 cuft
we
0 40 80 120 160 200
— Hyd No. 4 — Hyd No. 3
240 280 320 360
I.I:I I_LI:I II Req. Stor = 10,004 cult
Q (CfS)
28.00
24.00
20.00
16.00
12.00
8.00
4.00
0.00
400 440
Time (min)

15A NCAC 02B .0216 FRESH SURFACE WATER QUALITY STANDARDS FOR WS-IV WATERS
The following water quality standards apply to surface water supply waters that are classified WS-IV. Water quality
standards applicable to Class C waters as described in Rule .0211 of this Section also apply to Class WS-lV waters.
(1) The best usage of WS-IV waters are as follows: a source of water supply for drinking, culinary, or
food -processing purposes for those users where a more protective WS-1, WS-11 or WS-111
classification is not feasible and any other best usage specified for Class C waters.
(2) The conditions related to the best usage are as follows: waters of this class are protected as water
supplies which are generally in moderately to highly developed watersheds or protected areas and meet
average watershed development density levels as specified in Sub -Items (3)(b)(i)(A), (3)(b)(i)(B),
(3)(b)(ii)(A) and (3)(b)(ii)(B) ofthis Rule. Discharges which qualify fora General Permit pursuant to
15A NCAC 02H .0127, trout farm discharges, recycle (closed loop) systems that only discharge in
response to 10-year storm events, other stormwater discharges and domestic wastewater discharges
shall be allowed in the protected and critical areas. Treated industrial wastewater discharges are
allowed in the protected and critical areas: however, new industrial wastewater discharges in the
critical area shall be required to meet the provisions of 15A NCAC 02B ,0224(l)(b)(iv). (v) and (vii),
and 15A NCAC 02B .0203. New industrial connections and expansions to existing municipal
discharges with a pretreatment program pursuant to 15A NCAC 021-1 .0904 are allowed. The waters.
following treatment required by the Division of Environmental Health, shall meet the Maximum
Contaminant Level concentrations considered safe for drinking, culinary, or food -processing purposes
which are specified in the national drinking water regulations and in the North Carolina Rules
Governing Public Water Supplies, 15ANCAC 18C.1500. Sources of water pollutiontvhichprecltide
any of these uses on either a short-term or long-term basis shal l be considered to be violating a water
quality standard. The Class WS-11 or WS-111 classifications may be used to protect portions of Class
WS-IVwatersupplies. Fmrec1assificationsofthesepoll ions ofWS-IVwater supplies occurringafter
the July I. 1992 statewide reclassification, the more protective classification requested by local
governments shall be considered by the Commission when all local governments havingjurisdiction in
the affected area(s) have adopted a resolution and the appropriate ordinances to protect the watershed
or the Commission acts to protect a watershed when one or more local governments has failed to adopt
necessary protection measures.
(3) Quality standards applicable to Class WSAV Waters are as follows:
(a) Sewage, industrial wastes, non -process industrial wastes, or other wastes: none shall be
allowed except for those specified in Item (2) of this Rule and Rule .0104 Of this Subchapter
and none shall be allowed which shall have an adverse effect on human health or which are
not effectively treated to the satisfaction of the Commission and in accordance with the
requirements of the Division of Environmental Health, North Carolina Department of
Environment and Natural Resources. Any discharges or industrial users subject to
pretreatment standards may be required by the Commission to disclose all chemical
constituents present or potentially present in their wastes and chemicals which could be
spilled or be present in runoff from their facility which may have an adverse impact on
downstream Water supplies. These facilities may be required to have spill and treatment

(c) MBAS (Methylene -Blue Active Substances): not greater than 0.5 mg/I to protect the
aesthetic qualities of water supplies and to prevent foaming;
(d) Odor producing substances contained in sewage, industrial wastes, or other wastes: only
such amounts, whether alone or in combination with other substances or waste, as will not
cause taste and odor difficulties in [eater supplies which can not be corrected by treatment,
impair the palatability of fish, or have a deleterious effect upon any best usage established for
waters of this class;
(e) Phenolic compounds: notgreaterthanl,Dug/I(phenols)toprotect watersupplies from taste
and odor problems due to chlorinated phenols shall be allowed. Specific phenolic
compounds may be given a different limit if it is demonstrated not to cause taste and odor
problems and not to be detrimental to other best usage;
(� Total hardness shall not exceed 100 mg/I as calcium carbonate;
(g) Total dissolved solids shall not exceed 500 mg/I;
(h) Toxic and other deleterious substances:

(i) Water quality standards (maximum permissible concentrations) to protect human
health through waterconsumption and fish tissue consumption for non -carcinogens
in Class WS-IV waters shall be allowed as follows:
(A) Barium: 1.0 mg/l;
(B) Chloride: 250 mg/I;
(C) Manganese: 200 ug/I;
(D) Nickel: 25 ug/I;
(E) Nitrate nitrogen: 10.0 mg/l;
(F) 14-D: 100 ug/I;
(G) 14,5-TP (Silvex): 10 ug/I;
(H) Sulfates: 250 mg/l;
(ii) Water quality standards (maximum permissible concentrations) to protect human
health through [gate' consumption and fish tissue consumption for carcinogens in
Class WS-IV waters shall be allowed as follows:
(A) Aldrin: 0.127 ng/I;
(B) Arsenic: W ug/I;
(C) Benzene: 1.19 ug/l;
(D) Beryllium: 6.8 ng/l;
(E) Carbon tetrachloride: 0.254 ug/I;
(F) Chlordane: 0.575 ng/I;
(G) Chlorinated benzenes: 488 ug/I;
(H) DDT: 0,588
(1) Dieldrin: 0.135 ng/l;
M Dioxin: 0.000013 ng/l;
(K) Heptachlor. 0.208 ng/I;
(L) Hexachlorobutadiene: 0.445 ug/I;
(M) Polynuclear aromatic hydrocarbons: 2.8 ng/I;
(N) Tetrachloroethane(I,1,2,2): 0,172tug/l;
(0) Tetrachloroethylene: 0.8 ug/I;
(P) Trichloroethylene: 3.08 ug/I;
(Q) Vinyl Chloride: 2 ug/I.
His[or , Note: Aulhorily G.S. 143-214.1: 143-215.3(a)(1);
Eff. February 1, 1956:
Amended Eff April 1, 2003, Ame 1, 1996; October 1, 1995, August 1, 1995; June 1, 1994.

4
war�9
0
Nlichael F. Fasley, Governor
William G. Ross h, Sccremry
North Carolina Department of Enviromnem and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 1,2007
CERTIF I ED MA I L: 7001 2510 0006 9498 8633
RETURN RECEAPT REQUESTED
A t D Properties
Attn: Leon Anderson
6212 Rawls Church Road
Fuquay-Varina, NC 27526
SUBJECT: Post -Construction Stormwater Notification
Forest Trails -Phase 3
Harnett County
Dear Mr. Anderson:
On May 30, 2007, the Fayetteville Regional Office of the Division of Water Quality received a
copy of the Financial Responsibility/Ownership (FR/O) form from the Division of Land Resources,
Land Quality Section for the Forest "Trails -Phase 3 project to be located in Harnett County. Based on
the project location information provided on the FR/O form, this office has determined that the project is
subject to a local and state Post -Construction Stormwater Permit under the following program(s):
Water Supply Watersheds (WS-1 — WS-1 V)
❑ Neuse and Tar -Pam NSW
❑ Randleman Lake WS/NSW
❑ Phase 1/11 Permitted Municipality
❑ Phase It Permitted County
❑ Delegated/Existing County Program
State Stormwater Post -Construction Permit for Freshwater HQW or ORW
❑ State Stormwater Post -Construction Permit for development within a Municipal Sphere
of Influence (MSI) outside the Corporate Limits and/or FTJ of a Permitted Municipality
❑ State Stormwater Post -Construction Permit for development in a non -delegated County
(includes both unincorporated and incorporated areas)
Within 30 calendar days from receipt of this letter, you must submit to this office a complete
application package for a State Stormwater Management Permit including the enclosed Stream
Classification Form, or a schedule of construction if the project is not to begin immediately. The Post -
Construction Stomtwater Permit is in addition to the Stormwater General Permit (NCGO10000) received
for construction activities from the Division of Water Quality. For more information regarding the State
Stormwater Post -Construction Permit for Freshwater FIQW or ORW and to obtain the application and
applicable supplement forms, please visit: littp://www.iiewatei,quality.01'g/sru/state_sw.11tm. Please be
advised that construction of any built -upon areas prior to issuance of a State Stormwater
Management Permit will be considered a violation of the North Carolina Administrative Codes
and could result in the assessment of civil penalties of up to $25,000 per day, per violation. NorahCarolina
,Natrrra//y
North Carolina Division of Water Quality 225 Green Street, Suite 714 Fayetteville, NC 28301-5043 Phone [phone] Customer Service
Internet v,,w.ncoalermnrlitv.oiu Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

For information and compliance regarding the Water Sapply Watersheds program, please contact
the Harnett County Planning & Inspections Department at 910-593-7525, extension 4.
If you have any questions concerning this matter or if this office can be of any assistance, please
contact me at 910-433-3329.
Sinc/erely,
/Michael Lawyer
Environmental Specialist
EnCIOSUre
cc Harnett County Planning & Inspections Department
FRO -Surface Water Protection
FRO -Land Quality
DWQ-Stormwater Permitting Unit
m
m
m
0_
Postage S
S Certified Fee
0
Postmark
Return Receipt Fee Hem
O (Endorsement Requlre l)
O RestrlMed Delivery Fee
O (Endomement Re tubed)
o Total Poste{ A & D Properties
�
L
Sent To Attn: Leon Anderson I
a s„a;,,;i'F , 6212 Rawls Church Road ._ i
p or PO Box No.
Ciry Stets, ZlF Fupay-Varina, NC 27526
i

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STREAM CLASSIFICATION FORAI
This Corm m:iy be photocopied for use as tm original.
It is required that the same authorized person that submitted or obtained approval for the Erosion and
Sedimentation Control Plan completes this form in its entirety. Once completed, this form should accompany the
application package for the Stortnwater Management Permit. For further information and assistance i❑
determining stream classifications, visit: http://h2o.erinstate. nc.uS/csu/swcfaq.Ittin l.
1. PROJECT INFORMATION
Project Name:
2. Anthorized'Contact Person (print):
3. Mailing Address:
4. City:
County:
State: zip code: Phone #:
5. Name of closest downslope surface water:
6. Signature of Contact Person: Date:
(To be signed by the same person or Authorized Agent as on the Approved Erosion &
Sedimentation Control Plan)
7. Is an Erosion & Sedimentation Control Plan required? Yes_ No_
8. State Stormwater Management Permit required? Yes_ No
ll. REQUIRED ITEMS
An 8.5" x 11" color copy of the appropriate portion of a USCS quad sheer clearly showing the
project's property boundaries, receiving stream, major roads or State Road numbers and the
nearest town or city.
III. CLASSIFICATION INFORMATION
Name of surface water:
2. River Basin:
Stream Index:
3. Classification (as established by the Environmental Management Commission):
4. Proposed Classification (completed by DWQ during application process):
5. Approximate distance in feet from project site if classification is HQNI:

UNITED STD,41'rES' OrSTit JERVICW.,, i;i..`'_.E RE , tf � ��•.q i
S
�+�P6stag-Paid �
• Sender: Please print your name, address, and ZIP+4 in this box
- - -
0
0
FAAA NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAND NATURAL RESOURCES
N
NfUt:NR 225 GREEN STREET —SUITE FAYETTEVILLE, NO 28 01-5N3
p
M1Ke �C.✓ y e rLU
—1
`f»4 'li'1"11 �i 11'fr"Irrlil"I'r fr "ii t'i'rl l'rl"rfli�r'n'Ir 11f

Date: May 30, 2007
To: Surface Water Protection (SWP), Belinda Henson
From: Lisa O'Hara, Administration/Soil and Water Conservation
RE: FR/O Form and Vicinity Map
HARNE-2007-147
Plan Reviewed By.
Enclosures
Forest Trails, Phase Three
Melissa A. Baker
ff (l,✓-�

4ay.17. 2007 12 50PM No 9245 P• I
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT ;,AA( 2.2 20 i
No person may Initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Duality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if "
the question is not applicable or the a -mail and/or fox information unavailable, place N/A in the blank.)
Part A.
1. Project Name Forest Trails - Ph. 3
2. Location of land-disturbingaclivity. County Harnett City or Township Hectors Creek
Highway/Street SR 1412 aLatitude 35°31' 30" N *Longitude 78051' 14" W
3. Approximate date land -disturbing activity will commence: July 1. 2007
4. Purpose of development (residential, commercial, industrial, institutional, etc.): residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): y'0 Ac-
6. Amount of fee enclosed: $ 200,00 The application fee of $50,00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes No Enclosed r/
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Leon Anderson E-mail Address
Telephone [phone] Cell# 868-8260 Fax# [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
A & D Properties 919-552-4158 552-5413
Name Telephone Fax Number
Leon Anderson and Earl Davis
6212 Rawls Church Rd.
Current Mailing Address Current Street Address
Fuquay-Varina, N.C. 27526
City State ZIP Gty State Zip
10. 1 Deed Book No. 1935 Page No. 149 Provide a copy of the moat current deed.
Part B.
Persons) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet).
A & D Properties
-0-
E-mail Address
6212 Rawls Church Rd.
Current Mailing Address Current Street Address
Fuquay-Varina, N.C. 27526
City State Zip City State Zip
Telephone [phone] Fax Number 552-5413
tiarne—/fZJ

I
6400Od
w. FEET -°� j) \
-31
11 .:. ' 1 /� �urs� � � ., _�`.� � Sri/f /�-•
35 30.
78`52'30" 693 �204000O FEET '695
le Mapped, edited, and published by the Geological Survey
P� Control by USGS, NOSINOAA, USCE, and North Carolina Geodetic Survey
Topography by photogrammetric methods from aerial photographs
taken 1973. Field checked ),974 I •
Projection and 10,000-foot grid ticks: North Carolina coordinate
system (Lambert conformal conic). 1000-meter. Universal Transverse
Mercator grid ticks, zone 17, shown in blue. 1927 North
American Datum. To place on the predicted North American Datum
�rnP oZ ea / — 1/ z7 Copyright (C) 1997, Maptech. Inc

Jun 05 2007 2:02PN
Lester Stancil L Rssociat 919-639-2602 p.2
Michael F. Easley, Govemor
William G. Ross Jr., secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June1,2007
CERTIFIED MAIL: 7001 2510 0006 9rd9R 8633
RETURN RECEIPT REQUESTED
A & D Properties
Attn: Leon Anderson
6212 Rawls Church Road
Fuquay-Varina, NC 27526
SUBJECT: Post -Construction Stormwater Notification
Forest Trails -Phase 3
Dear Mr. Anderson:
On May 30, 2007, the Fayetteville Regional Office of the Division of Water Quality received a
copy of the Financial Responsibility/Ownership (FR/O) form from the Division of Land Resources,
Land Quality Section for' the Forest Trails -Phase 3 project to be located in Harnett County. Based on
'the project location information provided on the FR/O form, this office has determined that the project is
subject to a local and state Post -Construction Stormwater Permit under the following prograrn(s):
ff/Water Supply Watersheds ( 'S-1— WS-fV)
❑ Neuse and Tar -Pam NSW
❑ Randleman Lake WS/NS)V
❑ Phase 1/11;Permitted Municip city
❑ Phase II Permitted County
❑/Delegated/Existing County Program
®state Stamuwater Yost -Construction Permit for Freshwater HQW or ORW
❑ State Stormwater Past -Construction Permit for development within a Municipal Sphere
of Influence (MSD outside the Corporate Limits and/or ETJ of a Permitted Municipality
❑ State Stormwater Post -Construction Permit for development in a non -delegated County
(includes �oth-unincorporated-and--incorporatedareas.)
Within 30 calendar days from receipt of this letter, you must submit to this office a complete
application package for a State Stormwater Management Permit including the enclosed Stream
Classification Form, or iischedule of construction if the project is not to begin immediately. The Post -
Construction Stormwater Permit is in addition to the Stormwater General Permit (NCG010000) received
for construction activities from the Division of Water Quality. For more information regarding the State
Stormwater Post -Construction Permit for Freshwater HQW or ORW and to obtain the application and
applicable supplement fors, please visit: http://Nvww.newaterquality.org/su/state_sw.htm. Please be
advised that construction of any built -upon areas prior to issuance of a State Stormwater
Management Permit will be considered a. vi(Jaa on of the North Carolina Administrative Codes
and could result in the assessment of civt' r >.: z!lies of atp to $25,000 per day, per violation. No hcaro' o
North Carolina Division of Water Quality 225 Green Street, .`ante 714 Fayetteville, NC 29301-5043 Phone [phone] cus4urer Service
Internet: wuuy •w remt I'tv a p Fax [phone]
An Equal opporlunity/N(irtnative Action Employer - SM Recycled/l0k Post Consumer Paper

Jun 05 2007 2:02PM Lester Stancil 6 Rssociat 919-639-2602 p.3
For information and compliance regarding the Water Supply Watersheds program, please contact
the Harnett County Planning & Inspections Department at 910-893-7525, extension 4.
If you have any questions concerning this matter or if this office can be of any assistance, please
contact me at 910-433-3329.
'Sincerely,
(Michael Lawyer
Environmental Specialist
Enclosure
cc: Harnett County Planning & Inspections Department
FRO -Surface Water Protection
FRO -Land Quality
DWQ-Stormwater Permitting Unit

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STREAM CLASSIFICATION FORM qq �p07
This form may be photocopied for use as an original Jun U U
It is required that the same authorized person that submitted or obtained approval for the ErosionanING
d
Sedimentation Control Plan completes this form in its entirety. Once completed, this form should accompany the
application package for the Stormwater Management Permit. For further information and assistance in
determining stream classifications, visit: http:/;h2o.enr.siate.iic.us/csu/swcfaq.html.
I. PROJECT INFORMATION
1.. Project Name: Forest Trails -Ph. 3
2. Authorized Contact Person (print):
Leon Audersou
3. Mailing Address: 6212 Rawls Church, Rd.
4. City: Fuquay-Varina
County: I'a r n e t t
State: NC zip code: 27501 Phone #: [phone]
5. Name of closest downslope surfac ater: NogsF PEN [?XAnICN /TPL/61 s t .12'P
6. Signature of Contact Person: Date: (,- 5
(To be signed by the same person or Authorized Agent as on the Approved Erosion &
Sedimentation Control Plan)
7. Is an Erosion & Sedimentation Control Plan required? Yeses No_
8. State Stormwater Management Permit required? Yes__ No_
H. REQUIRED ITEMS
An 8.5" x 11"color copy of the appropriate portion of a USGS quad sheet clearly showing the
project's property boundaries, receiving stream, major roads or State Road numbers and the
nearest town or city.
HL CLASSIFICATION INFORMATION
I. Name of surface water: HO,eS>= PEhI BAIvC+I
2. River Basin: CACIE'FEAR Stream Index: WC kV R-�s(o.%�
3. Classification (as established by the Environmental Management Commission): HQI, J
4. Proposed Classification (completed by DWQ during application process): 4114"Y,
5. Approximate distance in feet from project site if classification is HQW: 0

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SITE I
Rawls
4 1416
9 �
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Chalybeate
✓A ✓�,a� Springs y
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1403 \
Kipling I/
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I
I I
VICINITY MAP
No Scale
]
AREA SUMMARY I �—f
Phase One ,
5 747 Ac. Total o
21.170 Ac. Commons Area ° ]�
/Phase Two �4 I
18.924 Ac. Total
Phase Three ]
15.034 Ac. Total I
0.803 Ac. Commons Area ro
�41
Phase Four
14.411 Ac. Total ]
�m
Total of All Phases
105.116 Ac. Total ro o
21.973 Ac. Open Space y ti
5 I
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o��1IJw Z= pl
az Dri
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BEFORE YOU DIG!
a
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a
4
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Z 8" Water Ltae V `
SR 2232
Sheron C.
3&ak-1961, Page 579
Map Number 2004-630

Project No. DWQ SW6070601
Project Name: Forest Trails Phase 3-basin 2
DESIGN PARAMETERS:
ELEVATIONS
Bottom of Basin (ft)
Permanent Pool (ft)
Temporary Pool (ft)
AREAS
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
VOLUMES
Permanent Pool (cu ft)
Temporary Pool (cu ft)
Forebay (cu ft)
OTHER PARAMETERS
SA/DA
Orifice Diameter (in)
291
294
295
4357
2
0.464
12750
4788
3500
1.09
1
CALCULATION OF DESIGN REQUIREMENTS:
% Impervious:
Permanent Pool Depth:
Temporary Pool Depth:
Required Surface Area:
Required Temporary Pool:
Drawdown Rate
Draw -Down Time
Forebay
23.2 %
3.0 ft. I ok
1 ft.
950 sq. ft. I ok
1879 cu. ft. ok
0.02 cfs
3.0 days ok
27.45098 % ok
NOTES:
*This spreadsheet is designed to perform a quick preliminary check of design requirements and should not be considered
a complete evaluation of any project.
*All design parameters entered into this spreadsheet should be verified to be accurate based upon submitted plans and specs.

"This spreadsheet is designed to calculate the draw -down time using the average temporary pool depth and the orifice
equation to estimate the change in driving head over time.
"The correct, not the reported, SA/DA value should be entered into the SA/DA block above.
'For impervious areas that do not fall neatly into the categories provided in Table 1.1 of the BMP Manual, a linear interpolation
subroutine is provided below. The SA/DA value it computes must be physically entered in the SA/DA space above.
Linear Interpolation of SAIDA:
Impervious % SA/DA (from Table 1
Target 23
Next Highest 30 1.34
Next Lowest 20 0.97
Interpolated SAIDA= 1.09
;>

Project No. DWQ SW6070601
Project Name: Forest Trails Phase 3-basin 1
DESIGN PARAMETERS:
ELEVATIONS
Bottom of Basin (ft)
Permanent Pool (ft)
Temporary Pool (ft)
AREAS
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
VOLUMES
Permanent Pool (cu ft)
Temporary Pool (cu ft)
Forebay (cu ft)
OTHER PARAMETERS
SA/DA
Orifice Diameter (in)
331
334
335
17300
7
1.624
48000
18154
9600
1.09
2
CALCULATION OF DESIGN REQUIREMENTS:
% Impervious:
Permanent Pool Depth:
Temporary Pool Depth:
Required Surface Area:
Required Temporary Pool
Drawdown Rate:
Draw -Down Time:
Forebay:
23.2 %
3.0 ft. I ok
1 ft.
3324 sq. ft. I ok
6576 cu. ft. 1 ok
0.07 cis
2.8 days 1 ok
20 % 1 ok
NOTES:
'This spreadsheet is designed to perform a quick preliminary check of design requirements and should not be considered
a complete evaluation of any project.
`All design parameters entered into this spreadsheet should be verified to be accurate based upon submitted plans and specs.

"This spreadsheet is designed to calculate the draw -down time using the average temporary pool depth and the orifice
equation to estimate the change in driving head over time.
"The correct, not the reported, SA/DA value should be entered into the SA/DA block above.
'For impervious areas that do not fall neatly into the categories provided in Table 1.1 of the BMP Manual, a linear interpolation
subroutine is provided below. The SA/DA value it computes must be physically entered in the SA/DA space above.
Linear Interpolation of SAIDA:
Impervious % SA/DA (from Table 1.1)
Target 23
Next Highest 30 1.34
Next Lowest 20 0.97
Interpolated SAIDA= 1.09

End Permit ,•- "a. `a':v,"' R � ��' . �zW-' y..
RelatedPermrts . DramageArea comments r History r inspections r Incidents Enforcements. r Violations
'r-"Details 1
- 'Details 2
•x-Billing
Events -.Reg. Activities
Affiliations ---
t Reviewers
Permit: SW6D70601 - ".:- - Version' [170 . •: - Status ctive•'�. _
'
Permit Type:' JStaieStormwater s 'y ` ' " ' ' -• ' �'' -
Peermit Classification: IndividuaG - Primary Related Permit:
'Program Category: tateSW' "�- ..- •'µ"•... "'"" - - - " AdminRegion: JFajetteville
Facility. ForestTraiis Srjbc[Msion Phase III'r Deetails:: w - County smelt
-' Owner. &DPfoperties "- "Details.T.: Project Type: New Project- - v
.._Dales
_.
- Coastal SW Rule:.
Issued: 081102007 .. - Orig issued: , 8/102007 (] Major Permit
'.-Tracidng Sip
❑Has Subsurface Drains
'...' Effective: 8/102007 �; Statutory: 1025Y20D7 -, --- -
...
lJC)Existing
NewFarm Existingfarm Farm # �.
.;
Inactive'•
. ,. ExPire: 08/092021 -.�_ _Dlnnovative Avail.Aaes'..
;SOC..— ❑RainbreakerDevice-
- - E]OICPresent
* Last Updated By mike,Iawyer ' . • " - - Last Updatetl On: 8110/1007 938 AM
•--":<BacK�-�; -Next> Finisn.
SID: PMD1 _

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
October 24, 2005
Leon Anderson, President
A & D Properties
6212 Rawls Church Road
Fuquay-Varina, NC 27526
Subject: Project Return
Stormwater Project No. SW6050801
Forest Trails Subdivision Phase III
Harnett County, NC
Dear Ntr. Anderson:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
A review of your Stormwater Management Permit Application indicates that as of this date,
information cannot be considered for density averaging on non-contiguous properties. This Office is therelbre
returning the subject application as incomplete.
You are reminded that any construction of impervious surfaces on the property will constitute a
violation of 15 A NCAC 2H.1000 and may result in the assessment of civil penalties. By copy of this letter to
the Building Inspector, this Office is requesting that they consider withholding the building permits and
Certificates of Occupancy for this project pending issuance of the Stormwater Management Permit.
If you have any questions concerning this matter, please contact Mr. Ricky Revels or me at (910)
486-1541.
Sincerely,
`7U YLCac z-0
Belinda S. Henson, Regional Supervisor
Surface Water Protection Section
BSFI/rr:
cc: Lester Stancil, P.L.S. - Authorized Agent.
George Jackson, Harnett Co. Planning Director
Ricky Revels
Fayetteville Regional Office
Central Files
225 Green Street - Suite 714
Fayetteville, North Carolina 28301
Phone: [phone] FAX: [phone] Inlerneth2o.enrstate.nc.us
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarofina
naturally

nn iNq_FR0 State of North Carolina ���_�®�
V 1O7 Department of Environment and Natural Resources D i t
AUb Z� Division of Water Quality AUG O 12005
DWO STORMWATER MANAGEMENT PERMIT APPLICATION FORM ®1AI
This form may he photocopied for use as an original Y V Q
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Leon Anderson, President
7 ahnve.
LESTER STANCIL & ASSOCIATES
PROFESSIONAL LAND SURVEYOR, PA
P.O. BOX 730
ANGIER, NC 27501
[phone]
FIRST BANK
ANGIER, NORTH CAROLINA 27501
66-456-531
PAY TO THE
ORDER OF N.C.Dept. of Environment & Natural Resour $*420.00
Four Hundred Twenty and
DOLLARS
N.C.Dept. of Environment & Natur
Land Quality Section
225 Green ST., Suite 714
Fayetteville, N.C. 28301-5043
MEMO Forest Trails Phase III
1I.0000984911' I:0531045681:
7. Latitude: - 46. ----o-
4 2 5000 34 yu•
8. Contact person who can answer questions about the project:
Na,,. Lester Stancil, P.L.S. Telephone Number, 919
r) 639-2133
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4
„i, Said intersection on the right side of SR 1412•(Christian Light Road)
I.
5
8
F9

L
OFFICE USE ONLY
Date Received Fee Paid Permit Number
YZ
�scn tG SiJ/aOSO$O 1
Alp ,FFtO State of North Carolina ®EN�—�®®
®� Department of Environment and Natural Resources 1�
NUIi Division of Water Quality AU6 U 1200
DwQ STORMWATER MANAGEMENT PERMIT APPLICATION FORM D'A,Q
This form may be photocopied for use as an original Y V
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, in etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
1 __,. A,.a,, -,, Promdplir
3. Mailing Address for person listed in item above:
6212 Rawls Chruch Road
City: Fuguay—Varina _ State: NC Zip: 27526
Telephone Number: 919 552-4158
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Forest Trails Subdivision Phase III
5. Location of Project (street address):
State Road 1412 (Christian Light Road) No address assigned to tract
City:
County: Harnett
6. Directions to project (from nearest major intersection):
'F^From intersection of US 401, 421, & 210 in Lillington, go North on US 401
take a le ton R 1 2 Baptist Grove Road in halybec, Springs, go until you
jfteeE SR 412 (G1, b 3
(A ery Spence Rd) project iL 8$2.47' North. of project
7. Latitude: ongitude: 0 1
8. Contact person who can answer questions about the project:
Lester Stancil, P.L.S. Telephone Number. ( 919 ) 639-2133
II. PERN41T INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Farm SWU-101 Version 3.99 Page 1 of 4
• Said intersection on the right,side of SR 1412 (Christian Light Road)

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number None and its issue date (if known)
3. Specify the type of project (check one):
_XLow Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major X Sedimentation/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Storinwater will pass through all approved storinwater devices into undisturbed
natural channels. These channels shall flow through the 30' vegitativebuffer
into Horse Pen Branch
2. Stormwater runoff from this project drains to the Cape Fear . River basin.
3. Total Project Area: 20.187 acres 4. Project Built Upon Area: 1 1 .9q %
5. How many drainage areas does the project
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
i - -
Receiving Stream Class
WS—FV—HQW
Drainage Area
20.187 Acres
Existing Impervious` Area
None
Proposedlmpervious`Area
105,414.3 Sq. Ft.
% Impervious` Area (total)
11.99
Impervious Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
69,370.3 Sq Ft.
On -site Streets
36,044.0 Sq. Ft.
On -site Parking
None
On -site Sidewalks
None
Other on -site
None
Off -site
None
Total:105,414.3 Sq. Ft.
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU401 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above
N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required.to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-I04
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. - SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the stormwater Management Permit Application Form 1104r,
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management /f2"
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing rainage (including off -site), drainage easements, pipe sizes, runoff calculations Mslill send
-Drainag4reasdelineated* constructions plans
-Vegetatedbuffers(whererequired) when completed.
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Lester Stancil & Associates
Mailing Address: P.O. Box 730
City: Angier,
Phone:( 919 ) 639-2133
VIII. APPLICANT'S CERTIFICATION
State: NC Zip: 27501
Fax: ( 919 ) 639-2602
I,(print ortype name ofpersonlisted inGeneral Information, item 2) Leon Anderson
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective coypnants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.100
Signature: Date: �' S S
Form SWU-101 Version 3.99 Page 4 of 4

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: Forest Trails Phase III
Contact Person: Thomas L. Stancil, P.L.S. Phone Number: ( 919) 639-2133
Number of Lots: 23 Allowable Built Upon Area Per Lot*: 3,016.1 Sy . Ft.
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
IL BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-I04 Rev 3.99 Page I of 2

Calculation:
(SA x DF) - RA - OA = BUA
No. Lots Lot
(20.187 x 1199) - 0.8275 — 0 __ 0.0692 = 3,016.1 Sq. Ft.
E3 1
III. REQUIRED ITEMS CHECKLIST
11
Initial in the space provided to indicate that the following requirements haygzbmn met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applica s Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
/) River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-I04 Rev 3.99 Page 2 of 2

Harnett County, North Carolina Spatial Data Explorer
Page I of 2
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• Account Number000800013000
• Owner Name. ANDERSON LEON J & TERESA H
• O~Address 1:
OwnedAddress 2:
• OwneAAddmss 3: 6212 RAWLS CHURCH RD
• Criy, Stale Zip: FUOUAY VARINA ,NC 275260000
• Conariissloraas Disaict 4
• Voting Praclnct 801
• Census Tract 801
• �, ¢.19uxl.:�nefsi
• In Town:
• Fire Ins. District: North_Hamett
• School District. 4
Zoning Code: RAJO
Home IContact Help
• PIN: 0642-4&2774.000
• REID658
• Parcel ID: 080654 0144
• Legal 1.52 ACRES WESTER LAND
• Legal 2.
• Prop" AtlOess:
1430 NC SR OFF X
• AssesseaAcras.' 52.00AC
• Calculated Acres: 59.12
• Dead BookFage: 7871483
• Doed Date. 1985/08M1
• Sale PrAw $12.500.00
• Revenue Stamps' $ 12.50
• year Baat 1000
• Heated Sq. Ft.:
• Baildirg Value. $0.00
• Land Value: $118,900.00
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Hamett County, m
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Data Effectrve Dab
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Current Date: 612
Time: 1:03:18 F
http://sdx.hamett.orglservieticom.esri.esrimap.Esrimap?Name=hamett_sdx&Cmd=Redraw... 6/23/2005

Harnett County, North Carolina Spatial Data Explorer
Page 1 of 2
-Harnett CDt;ut� '
Click on the Map to:
r' Z.00rMn C ZoomO.�ut�(0- R�ecenter Map r Identify: Fax
Zoom Factor: �` J r Radius Search (feet) I V
Parcel Data
• Aanunt NumberV00800013000
• Owner Name. ANDERSON LEON J & TERESA H
• OwnedAdd'ess 1:
• OwnenAddress 2:
• OwnedAAdraw 3: 6212 RAWLS CHURCH RD
• CIIy,Sh k, Zip: FUOl1AY VARINA ,NC 275260000
• Commiss"ners District 4
• Voting Precinct 801
• Census Tract 801
• Delenmine Fborl Zone(S)
• In Town:
• Fre Ins. Dkbtt North Harnett
• School District: 4
• Zoming Coda: RA-30
Home I Contact I Held
• PIN: D642-46s2774 000
• REID: 658
• Parcel ID.. 0806540144
• Legal 1.12 ACRES WESTER LAND
• Legal 2:
• Property AdOess:
1430 NC SR OFF X
• Assessed Acres' 52.00AC
• Calculated Acres: 59.12
• Deed Book Paga: 787J 483
• Deed Date: 1985/08/01
• Sale Prloe. $12,500.00
• Revenue Stamps $12.50
• Year Buie 1000
• Heated Sq. Ft.:
• Buinng Vale. $0.00
• Land Value. $118.900.00
Map L.
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1' Tax Parcels
F Aerial Photc
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Harrah County, m
software mnpani[
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Data Effective Deb
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Current Date: 612
Tide: 1:01:41 F
http://sdx. hamett.orglservleticom. esri. esrimap. Esri map?N ame=hamett_sdx&Cmd=Redraw... 6/23/2005

I.
4
Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT G°
This form may be photocopied for use as an original S t,R
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 211.1005 through .1007.
L PROJECT INFORMATION
Project Name: Forest Trails Phase III
Contact Person: Thomas L. Stancil, P.L.S. Phone
Number of Lots: 23
*If lot sizes are not uniform, attach a table
for each lot. The attachment must include
and totals. ,
II. BUILT UPON
See the Stormwater
restrictions for all si
For uniform lot sizes,
• SA Site Area - the total
development results
jjl
Built Upon Area Per Lot*: 3,016.
Application for
Ft.
a er of lots, lot sizes and allowable built upon area
phase, page numbers and proxide•a�a subtotals
etfic laneuaee that must be recorded in the deed
the following calculation in the
pockets.
below where:
High Water. Wetlands may be excluded when the
• DF Density Factor - the appro iiafe percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-I04 Rev 3.99 Page I of 2

(SA x DF) - RA - OA = BUA
No. Lots Lot
(20.187 x 1199) — 0.8275 — 0 _ 0.0692 = 3,016.1 Sq. Ft.
23 1
HI. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements haven met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applica s Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SW-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .I007(2)(b)]
Form SWU-104 Rev 3.99
Page 2 of 2