20051528 Ver 1_COMPLETE FILE_20050818

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07;2512006 00:32 19197739331
PERRY DEVELOPMENT
July 25, 2006
Cyndi Karoly
401 Oversight(Express Review Permitting Unit
DWQ Raleigh Regional Office
Subject Property; Sunset Pointe Subdivision
Dear Ms. Karoly,
1 apologize for the oversight. I was not aware of the new conditions listed in the W
Quality Certification. I am notifying you that constniction has begun on Sunset Poi
Subdivision. Please call if you have any questions or concerns. [phone]
Sincerely,
Lee Perry
Filename: 051528SunsetPointeSD(Wake)EXP+NOT
JUL-25-2006 TUE 12:22 TEL:[phone]e93 NAME:DWO-WETLANDS
PAGE 02
P. 2
07/25/2006 00:45 19197739331 PERRY DEVELOPMENT PAGE 01
5600 Rock Service Station Road
Raleigh, NC 27603
phonc: 919-7739330
Fax: [phone]
Fax
To: Cyndi Karoly From: Lee Perry
Fax: [phone] Pages: 2
Phone: [phone] Date: 7/25/20M
Re.. Sunset Pointe Construction
Notification
M Urgent O For Review
• Comments,
0 please Comment 0 please Reply ? Please
JUL-25-2006 TUE 12:35 TEL:[phone] NAME:DWO-WETLANDS P. 1
?0 W ATFgQ Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
July 18, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Lee Perry
5600 Rock Service Station Road
Raleigh, NC 27603
DWQ EXP No. 05-1528
Wake County
Subject Property: Sunset Pointe Subdivision
EXPRESS REVIEW PROGRAM NOTIFICATION
Dear Mr. Perry:
On September 12, 2005, the Division of Water Quality (DWQ) issued your Water Quality Certification to construct
the proposed subdivision. Within the Water Quality Certification that you received there is a condition that reads:
Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the
letterhead address within 10 days of the commencement of construction.
This is a part of the Express Review Program that is required to ensure compliance during construction and post
construction. Therefore, if you have begun construction of your subdivision, you are required to notify this office in
writing by July 27, 2006. If you do not notify this office in writing and construction has started, you are in violation
of the Water Quality Certification Rules as required by 15A NCAC 2H .0507(c).
This letter is to notify you and make you aware of this new condition that has been written into the Water Quality
Certifications issued within the Express Review Program. Please call Lia Myott at [phone] if you have any
questions regarding this matter.
Sincerely,
Qti
Cyn i Karoly,
401 Oversight Express Review Permitting Unit
CBK/lem
cc: USACE, Raleigh Office
DWQ Raleigh Regional Office
File Copy
Central Files
401 Oversight / Express Review Permitting Unit t
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
Filename: 051528SunsetPointeSD(W ake)EXP+NOT
None Carolina
Nturaltb,
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
O?O? \ NA T F9pG
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0 l ? ?
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
September 12, 2005
Perry Development
Attn: Lee Perry
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Sunset Pointe Subdivision
UT to Middle Creek [27-43-15-(4), C NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ EXP # 05-1528
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions-EXPRESS
REVIEW PROGRAM
Dear Mr. Perry:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 155 linear feet of streams; 0.25 acres of wetlands, 5895
square feet Zone 1; and 3,472 square feet Zone 2 (total of 9,367 ft2) of protected riparian buffers
to construct the Sunset Pointe Subdivision, as described within your application dated August 18,
2005 and received by the N.C. Division of Water Quality (the "Division") on August 18, 2005
and additional information dated August 24, 31 and September 6, 2005, are covered under
General Water Quality Certification Numbers3374 (GC3374) and 3402 (GC3402). This General
Certification allows you to use Nationwide Permits 12 and 39 when issued by the US Army
Corps of Engineers (USACE). This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition,
you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment
Control and Non-discharge regulations. Finally, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon
expiration of the §404 Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). This approval requires you to follow the
conditions listed in the attached Water Quality Certification and any additional conditions listed
below.
401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321. Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
None Caro a
Naturallmly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
.I
Sunset Pointe Subdivision
Page 2 of 5
September 12, 2005
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and
general conditions of this Certification are met. No other impacts are approved including
incidental impacts:
Impact Type Amount nits Mitigation Reference
Stream 155 ft N/A Impact Area 1 and 2; PCN form
Wetlands 0.20 (ac) N/A Impact Area 1 & 2; PCN form
Buffer Zone 1 4,692 (ft) N/A Impact Area 1 Road X-in
Buffer Zone 2 2,668 ft N/A Impact Area 1 Road X-in
Buffer Zone 1 1,203 ft N/A Impact Area 2 Sewer X-in
Buffer Zone 2 804 ft N/A Impact Area 2 Sewer X-ing
Total Zone 1 5,895 ft
Total Zone 2 3,472 ft
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version of
the North Carolina Sediment and Erosion Control Planning and Design
Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements
specified in the most recent version of the North Carolina Sediment and Erosion
Control Manual. The devices shall be maintained on all construction sites,
borrow sites, and waste pile (spoil) projects, including contractor-owned or
leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be
designed, installed, operated, and maintained in accordance with the most recent
version of the North Carolina Surface Mining Manual.
d. The reclamation measures and implementation must comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution
Control Act.
3. Protective Fencing
The outside wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved
to infringe within the wetland or water prior to any land disturbing activities to ensure
compliance.
Sunset Pointe Subdivision
Page 3 of 5
September 12, 2005
4. Diffuse Flow Measures
All stormwater runoff on this project shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before
discharging into the stream as identified within 15A NCAC 2B .0233(5).
In an effort to comply with the diffuse flow provision of the Buffer Rule [I 5A NCAC
02B .0233(5)], you have provided the Division with level spreader designs submitted
with the PCN Application dated August 18, 2005 and additional information received on
August 31, 2005. The Division believes that if implemented, as per the August 31, 2005
plans, diffuse flow will be achieved. However, if diffuse flow as per 15A NCAC 02B
.0233(5) is not achieved, then the Division shall be notified and corrective actions to
restore diffuse flow shall be taken if necessary to impede the formation of erosion gullies.
At no time shall stormwater from the proposed development be piped directly through the
buffer without prior written authorization from the Division.
The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Stormwater easements shall be recorded for a distance of at least 10 feet on each side of
all stormwater conveyances and on all lots containing these structures including future
access for maintenance. The stormwater easements shall allow for the ability to maintain
the structures, perform corrective actions as described above and shall provide protection
of the structures from potential alternations by future property owners.
5. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division
of Land Resources (DLR) or a DLR delegated local erosion and sedimentation control
program, an NPDES General stormwater permit (NCGO10000) administered by DWQ is
automatically issued to the project. This General Permit allows stormwater to be
discharged during land disturbing construction activities as stipulated by conditions in the
permit. If your project is covered by this permit [applicable to construction projects that
disturb one (1) or more acres], full compliance with permit conditions including the
sedimentation control plan, self-monitoring, record keeping and reporting requirements
are required. A copy of this permit and monitoring report forms may be found at
http://h2o.enr.state.nc.us/su/Forms Documents.htm.
6 No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
Sunset Pointe Subdivision
Page 4 of 5
September 12, 2005
7. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within two (2) months of the date that the Division of Land Resources has released the
project.
8. Impervious Surface Threshold Under GC 3402 and Deed Restrictions
The PCN Application denotes an impervious surface area of 29% for the single-family
development plans. You shall be required to denote on each subdivision plat the
following notation: "IMPERVIOUS AREA FOR ALL RESIDENTIAL LOTS
APPROVED FOR DEVELOPMENT IN SUMERLYN SUBDIVISION SHALL NOT
EXCEED 4,000 SQUARE FEET PER LOT." This is based upon your estimate of 6.08
acres of impervious surface in the 21.04-acre development.
DWQ would like to remind you that if a compliance inspection reveals an impervious
surface area of 30% or greater, then Perry Development will be in violation of this
Condition and required to comply with the requirements of Condition 4 in GC 3402.
9. Water Quality Certification(s)
The proposed project must comply with all the conditions of general Water Quality
Certification (GC) 3374 and 3402.
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to
return the attached Certificate of Completion to the 401/Wetlands Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
10. Notification of Construction
The applicant and/or authorized agent shall contact the DWQ Express Review Program in
writing at the letterhead address within 10 days of the commencement of construction.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application, and as authorized by this
Certification, shall expire upon expiration of the 404 Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This Certification and its
conditions are final and binding unless you ask for a hearing.
Sunset Pointe Subdivision
Page 5 of 5
September 12, 2005
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under §401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly at 919-733-9721 or Cynthia F.
Van Der Wiele at 919-715-3473 in the Central Office in Raleigh.
Sincerely,
AWK/cbk/cvdw
Enclosures: GC 3374
GC 3402
Certificate of Completion
Sunset Pointe Impervious Surface Agreement
cc: USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
I
imek, , Director
Jason Payne, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
Heather Keefer, Engineering Dept., Town of Holly Springs, PO Box 8, 128 South Main St.,
Holly Springs, NC 27540
Filename: 051528SunsetPointe (Wake)EXP+401NBR
PERRY BROTHERS DES` ESOP E -N T
5600 Rock Service Station Road
Raleigh, North Carolina 27603
August 31, 2005
RE: Sunset Pointe Subdivision
To Whom It May Concern:
We have acquired title to that piece of property that will be known as
Sunset Pointe Subdivision upon recordation of the plat. It is our intention
and promise that we will record in connection with the aforementioned
property, restrictive covenants that contain a paragraph indicating that the
impervious soils shall be limited to 2T 0. In addition, we will insure that this
restriction is placed on the recorded plat. By taking these steps, every lot
will be bound by this requirement.
Further, we understand that if a compliance inspection reveals an
impervious area of 30° o or greater that we will be required to comply with
the requirements of Condition 4 in GC 3402. 1•'.,,+06181.,,
Sincerel
Perry rother Developm t
w
a P ar •,,
?:oYAgy .?n
E3 0
00UN••.••
Sworn to and subscribed before me this A 1I day of August, 2005
Notary Public
My Commission Expires:
PERRY BROTHERS DEVELOPMENT
5600 Rock Service Station Road
Raleigh, North Carolina 27603
August 31, 2005
RE: Sunset Pointe Subdivision
To Whom It May Concern:
We have acquired title to that piece of property that will be known as
Sunset Pointe Subdivision upon recordation of the plat. It is our intention
and promise that we will record in connection with the aforementioned
property, restrictive covenants that contain a paragraph indicating that the
impervious soils shall be limited to 29%. In addition, we will insure that this
restriction is placed on the recorded plat. By taking these steps, every lot
will be bound by this requirement.
Further, we understand that if a compliance inspection reveals an
impervious area of 30% or greater that we will be required to comply with
the requirements of Condition 4 in GC 3402.
Sincerel
Perry rother
P, **?
Developm nt
UBO
', cOUN ?•
Sworn to and subscribed before me this ? ( day of August, 2005
Q??Oj (1Wat6"--2'
Notary Public
My Commission Expires:
OF W ATFj9 Michael F. Easley, Governor
?
O
(! S
i William G. Ross Jr.,
ecretary
M 7 North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address:
Mailing Address:
Contact Information:
Fax To: Jason Payne, S&EC
Lee Perry
Subject: Sunset Pointe
Fax #: [phone]
773.9331
l 2? C(t 05
Date: Augv?,?
Number of pages including cover sheet: -4 11
Notes or special instructions:
The original will be sent in the mail. If you have questions, please contact Cynthia Van Der Wiele at
919-715-3473.
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://li2o.enr.state.nc.us/ncwetlands
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
1650 Mail Service Center
Raleigh, NC 27699-1650
Phone #: [phone]
Fax #: [phone]
N ??hCarolina
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

Transmittal
STEWA1tT-P.RpCTOR P?,LC DS - 15 2 8
ENGINEERINp & SURYEY7Iyp
319 CHAPANOKE' ROAD
SUITE 106
RALEIGH, NC 27603
FAX PHONE: [phone] [phone] 0 [??
Date; G . ?IJC? 'Q9i
AUndon: x µ yA y Dui ?? y Y r a?' is?
From:
No. of paps.,
(lncluding this covcr)
5 ft-IU ?? I v7 K-??F
Commcnt s);
s.C 0 F sJ?s i- oo..? 77.r_ Aee u, < <,n o, „ , .

Rcply mqucstcd; _ ycs No
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader If it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
1, TOKU O k, Tr6BL , a Notary Public for the State of 610GrW aA,eoi jd A
County of k, A k Ir _ , do hereby certify that L CC PAPY
personally appeared before me this -?brµ day of AuGvsT' , zoog, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
"'0A.
i, ? f ? ? AEI
{ NOTARY1???
? PUBLIC ;
9
UtOl
SEAL
My commission expires I/ 1.p ?oo L _
Page 1 of 1
Print name: I. Ee Peray
Title: 0t jy62.106dELbR"
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader If it is damaged.
d. Mow vegetative cover to a height of six (6) Inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: J.te PCtay
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, -To K0 A . r6BL. , a Notary Public for the State of 06e.Tw &keoud A
County of -, , A K F , do hereby certify that L. Ee Agw'z
personally appeared before me this ?arw day of AuLytf , zoos- , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
?a?a? nnn
kl IN
NOTARY
PUBLIC
U
SEAL
My commission expires I/ 1.9 ?ooG
Page 1 of 1
Title: oa?.?62/etd?cnprg
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, dprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, 'TORO ox. rEEL , a Notary Public for the State of * JDGTW &A eoLjdA ,
County of 1,, A k F- , do hereby certify that Lee:
Pa^?.2Y
personally appeared before me this , 3brw_ day of AuGvtf zoox, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
J 'y_1\1'll i
NOTARY
?PUBLIC
V`
go U
SEAL
My commission expires 1/ l? ?ooG
Page 1 of 1
Print name: Lee. P ray
Title: pLiLJsi/t/CE&19Lba"
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be Inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader If it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: I. Ce, Powy
Title: A1- 0.162.1odd6LaR"
Add
Pho
Sigr
Dat(
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, -YOKO Jk_r6f.LL , a Notary Public for the State of 06trw e-AtoLiV A ,
County of -., A k F , do hereby certify that _ L,Ce' P,czey
personally appeared before me this 3arµ day of AuLvrT' , Mons , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
0N A rFF
NOTARY
PUBLIC
,9 titif V •,R-,
SEAL
My commission expires I 1? Zoo G
Page 1 of 1
05-I$Z%
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
September 2, 2005
S&EC Project # 9777.W I
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
RE: Response to the September 2 Request for More Information - Express Review Program
Sunset Pointe Subdivision
Holly Springs, Wake County, North Carolina
To Whom It May Concern:
On September 2, 2005, S&EC received a request for more information from your office
regarding DWQ EXP No. 05-1528. The purpose of this letter is to provide information requested at
the bottom of the correspondence. Specifically, the request asks that the applicant address the issue of
avoidance and minimization in the absence of a complete wetland delineation for the entire site.
On August 15, 2005, S&EC delineated wetlands in the vicinity of the road crossing. During this time,
S&EC personnel explored the drainage area upslope of the proposed road crossing. Although not
flagged in the field, S&EC personnel observed a larger wetland area at the confluence of two drainage
features (indicated by the site topography on the previously provided impact maps). The proposed
crossing is situated below the confluence of these two drainages. In addition, the proposed crossing is
situated upslope of the pond. Moving the road alignment north would result in additional buffer
impacts due to the irregular buffer surrounding the pond (as the pond is not a linear feature). The site
is bisected by the pond, its associated stream, and headwater forest wetlands upslope of the origin of
the stream that extend off-site. Therefore, access to the interior of the site is not possible without
crossing the pond, the stream, or the larger wetland area upslope of the stream origin. Because the
proposed crossing is situated down-slope of the confluence of two drainage areas, and the proposed
crossing is situated far enough upslope of the pond that it does not result in greater buffer impacts
(surrounding the pond), we believe the current alignment is situated in the most appropriate location.
We feel this additional information demonstrates avoidance and minimization sufficiently for approval
of the proposed impacts. Please contact me at this office or by e-mail (jpayne(a4SandEC.com) with
specific requests if further information is required.
Sincerely,
Jason Payne
Wetland Scientist
cc: Mr. Lee Perry / Perry Development
SEP 6 2005
OENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
?OF WATF9Q Michael F. Easley, Governor
.0 ?i William G. Ross Jr., Secretary
CO r North Carolina Department of Environment and Natural Resources
p .? Alan W. Klimek, P.E. Director
Division of Water Quality
September 2 2005
DWQ EXP No. 05-1528
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Brothers Development
Attn: Lee Perry
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Sunset Pointe Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
Dear Mr. Perry:
On August 18, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Riparian Buffer Authorization through the Express Review Program. The DWQ
has determined that your application is incomplete and/or provided inaccurate information and will
require additional information in order to process your application to impact protected wetland, streams
and/or buffers on the subject property. Unless we receive the additional information requested below, we
will have to move toward denial of your application as required by 15A NCAC 211.0506 and will place
this project on hold as incomplete until we receive this additional information.
Please provide the following information so that we may continue to review your project:
1. The PCN application, Section IV Prior Project History, noted that S&EC only delineated wetlands
in the vicinity of the road crossing and did not delineate wetlands or jurisdictional waters on the
site. However, the USGS map and County Soil Survey map clearly indicate the presence of
jurisdictional waters and potential for wetlands. Therefore, at this time, DWQ is unable to
determine whether this project has sufficiently demonstrated avoidance and minimization of
impacts to wetlands and Waters of the State.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
401 Oversight /Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
NOne Caro 'na
tural??y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
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Sunset Pointe Subdivision
Page 2 of 2
September 2, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
Tv? Sincerely, c?Cyndi Karoly,
401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Jason Payne, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Heather Keefer, Engineering Dept., Town of Holly Springs, PO Box 8, 128 South Main St.,
Holly Springs, NC 27540
Filename: 051528Su nsetPointe(W ake)EXP+hoid3
DWQ # EXP 05-1528 Sunset Pointe S/D
Subject: DWQ # EXP 05-1528 Sunset Pointe S/D
From: Laurie Dennison <[e-mail]>
Date: Fri, 02 Sep 2005 13:59:47 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051528SunsetPointe(Wake)EXP+hold3.doe Content-Type: application/msword
Content-Encoding: base64
1 of 1 9/2/2005 1:59 PM
.s
'? 40 F W A'r, Q Michael F. Easley, Governor
?i William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O .? Alan W. Klimek, P.E. Director
Division of Water Quality
August 29, 2005
DWQ EXP No. 05-1528
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Brothers Development
Attn: Lee Peary
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Sunset Pointe Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
On August 18, 2005, the Division of Water Quality (DWQ) received your application for a 401 Water
Quality Certification and Riparian Buffer Authorization through the Express Review Program. The DWQ
has determined that your application is incomplete and/or provided inaccurate information as discussed
below. The DWQ will require additional information in order to process your application to impact
protected wetland, streams and/or buffers on the subject property. Therefore, unless we receive the
additional information requested below, we will have to move toward denial of your application as
required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until we receive this
additional information. Please provide the following information so that we may continue to review your
project.
Additional Information:
1. Level spreaders must be designed to be level (parallel to the protected buffer and contour lines).
Several of the level spreaders indicated on plan sheet 4 do not appear to meet these criteria. In
addition, please depict the level spreaders as rectangular blocks rather than the railroad track type
symbols as it makes it difficult to see them on the plans.
2. The application package neglected to include an Operation and Maintenance Agreement for the
level spreaders. Please provide an original that is signed and notarized as well as four copies.
3. You have indicated that the estimated impervious surface is 29%. Deed notifications or similar
mechanisms shall be placed on the lots in this subdivision to assure that this threshold is not
exceeded. A signed and notarized original copy of this deed restriction and two copies are required
by DWQ. Additionally, DWQ would like to remind you that if a compliance inspection reveals an
impervious area of 30% or greater, then Perry Brothers Development will be required to comply
with the requirements of Condition 4 in GC 3402.
Please respond within three (3) days of the date of this letter by sending five (5) sets of this information to
me in writing. The Express Review Program is a process that requires all parties to participate in a timely
manner. If the DWQ feels the Express Review Program is the incorrect review program for your project,
then we may have to return your application and have it reviewed through our regular 401 Water Quality
Certification Program.
401 Oversight / Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
Nor hCaro)l na
llAlC 1111
An Equal Opportunity/Affirmative Action Employer- 50% Recycledl110% Post Consumer Paper
Ar
Sunset Pointe Subdivision
Page 2 of 2
August 29, 2005
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cynthia Van Der Wiele at [phone] if you have
any questions regarding or would like to set up a meeting to discuss this matter.
S' cerely,
Cyndi Karoly,
401 Oversight/F,xpress Review Permitting Unit
CBK/cvdw
cc: Jason Payne, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Heather Keefer, Engineering Dept., Town of Holly Springs, PO Box 8, 128 South Main St.,
Holly Springs, NC 27540
Filename: 051528 SunsetPointe(Wake)EXP+hold2
DWQ EXP 05-1528 Sunset Pointe

Subject: DWQ EXP 05-1528 Sunset Pointe
From: Laurie Dennison <lauri [e-mail]>
Date: Tue, 30 Aug 2005 12:44:12 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information
related to your recent application. Please note that this message is being forwarded
to you electronically so that you may expedite preparation of your response. Please
do not send your response as a reply to this e-mail or via fax. The hard copy is
being sent via US Mail. All response correspondence is to be mailed via hard copy to
the 401 Oversight and Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604
unless otherwise noted.
051528SunsetPointe(Wake)EXP+hold2.doc Content-Type: application/msword
Content-Encoding: base64
1 of 1 8/30/2005 12:46 PM
SENDING CONFIRMATION
DATE AUG-29-2005 MON 14:14
NAME DWQ--WETLANDS
TEL [phone]
PHONE [phone]
PAGES 3/3
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Aepartment of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulc-d, Salto 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phonc#. 919-133.0201
Paz ft: 919 733 6.493
Fax To: Jason Payne, S&EC' vaz #: 846-9467
1 cc Perry 773.9331
Subject: Sunwi. Pointe Date: August 29, 2005
Number of pages including cover sb eel: 3
Notes or special instructions:
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DATE AUG-29-2005 MON 14:11
NAME DWQ-WETLANDS
TEL [phone]
PHONE
PAGES
START TIME
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EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address; 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Malang Address: 1650 Mail St ioe Center
Raleigh. NC 27699-1650
Contact Information: Phone #: [phone]
Fax: [phone]
Fax To: Jason Payne, S&EC Fax #i 846-9467
Lee Petty 773.9331
Subject; Sunset Pointe Date: August 29, 2005
Number of pages Including cover sheet: 3
Notes or special Instructions:
'ncc oriaina will be Poa in Lbe m14-1fyo_u have guestimts,_plessc a>ntact Cynthia Van Der Wicle at
919-715-3479
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co North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
EXPRESS PERMIT REVIEW PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
Fax To: Jason Payne, S&EC
Lee Perry
Subject: Sunset Pointe Subdivision
Number of pages including cover sheet: 2
Notes or special instructions:
919-733-0203
919-733-6893
Fax #: [phone]
919-773- ?33 7
Date: August 11, 2005
The original will be sent in the mail. If you have questions please call Cynthia Van Der Wiele @ 919-715-
1
3473. p? 0 G" - t
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401 Oversight/ Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/newetlands
N hCarolina
r
Naturally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
CJU0, 0,f6-05 .
?OF WATFR p Michael F. Easley, Governor
William G. Ross Jr., Secretary
co r North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
August 23, 2005
DWQ EXP No. 05-1528
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Perry Brothers Development
Attn: Lee Perry
5600 Rock Service Station Road
Raleigh, NC 27603
Subject Property: Sunset Pointe Subdivision
REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM
On August 18, 2005, the Division of Water Quality (DWQ) received your application and check for
$3000 for a 401 Water Quality Certification and Riparian Buffer Authorization through the Express
Review Program. The fee was based on the proposed impacts listed on the Initial Interest form that
you submitted. However, the impacts in your application are greater than the amount listed in the
Initial Interest form and will require an additional fee of $1000 (the stream impacts are greater than
150 linear feet). Please refer to the Express Review Fee Schedule found at:
http://h2o.enr.state.nc.us/ncwetlands/documents/express_fees.pdf. In order for DWQ to begin review
and process your request, you must send an additional check made payable to the N.C. Division of
Water Quality. Please reference the above DWQ # in all future correspondence.
The project has been placed on hold pending receipt of payment. DWQ will not review the
application until receipt of the additional funds. At that time, the 30-day Express Review clock will
start.
If you have any questions regarding this letter please do not hesitate to call Cynthia Van Der Wiele at
[phone].
Sincerely,
Cyndi Karoly,
`- { 401 Oversight/Express Review Permitting Unit
CBK/cvdw
cc: Jason Payne, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 051528SunsetPointe(W ake)EXP+holdformoney
one
NhCarolina
401 Oversight/ Express Review Permitting Unit Adura!!ll
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: httr)://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]

05 1528
August 18, 2005
S&EC Project # 9777.W1
To: US Army Corps of Engineers N.C. Division of Water Quality
Raleigh Regulatory Field Office 401 Oversight and Express Permits Unit
Attn: Jean Manuele Attn: Cyndi Karoly
1628 Mail Service Center 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27699-1628 Raleigh, NC 27604-2260 (?M?2 n
From: Jason Payne D ?? \'/ L? I"I
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road AUG 1 8 2005
Raleigh, NC 27614 t
Re: Sunset Pointe Subdivision
WETLANDS AND sTORMWATER BRANCH
Holly Springs, NC
On behalf of the owner, Perry Development, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permit 12 (for utility construction), Nationwide Permit 39 (for road
construction associated with the development), and General Water Quality Certifications
GC3374 (per NWP 12) and GC3402 (per NWP 39). Please contact me at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name Sunset Pointe
Project Type Residential Subdivision Roads & Utilities
Owner / Applicant Per Development
Count Wake
Nearest Town Holly Springs
Waterbod Name UT Middle Creek
Basin / Sub-basin 03-04-03
Index Number 27-43-15-(4)
Class C;NSW
IMPACT SUMMARY
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.21
Total Stream Impact (linear feet): 155
Attachments:
Pre-construction Notification (PCN) Application Preliminary Plans Summary
Form Overall Site Plan with impact insets
Agent Authorization Roadway Profile in vicinity of Impact #1
DWQ Buffer Letter (NBRRO 05-042) Utility Profile in vicinity of Impact #2
Level Spreader Worksheets (6) $3,000 Application Fee to DWQ
Wake County GIs Site Vicinity Map
Figure 1, NC - USGS Map - Apex Quadrangle
Figure 2, Soil Survey Map - Sheet No. 83
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Office Use Only: Form Version March 05
Ir 05 15 Z d
USACE Action ID No. DWQ No. EJ(
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12 & NWP39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information n (?k/T ,? 0?n?
1. Owner/Applicant Information lln;(1 L ? D
AUG 1 8 20/ 005
Name: Perry Development
Mailing Address: Attn: Lee Perry DENR - WATER QUALITY
5600 Rock Service Station Rd WETLANDS AND STORMWATER BRANCH
Raleigh, NC 27603
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page I of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 0750822422
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Pointe
Directions to site (include road numbers/names, landmarks, etc.):
The site is located on Sunset Lake Road (SR1301) northeast of the intersection of
Sunset Lake Road and Edwards Drive (see attached vicinity maps). From Holly
Springs, NC take Holly Springs Road (SR 1152) East to its intersection with Sunset
Lake Road; turn left onto Sunset Lake Road; the site is approximately one mile
north, on the east side of Sunset Lake Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6798 ON 78.8046 °W
6. Property size (acres): ± 21 acres
7. Name of nearest receiving body of water: Middle Creek (27-43-15-(4); C;NSW)
8. River Basin: Neuse River (03-04-03)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 10
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The site is currently forested. Land use in the vicinity of this site is primarily
residential.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential sewer line that will service
the subdivision. In addition, the project also includes the construction of a two-lane
road within the Sunset Pointe residential subdivision. The road is designed to be a
paved, asphalt road with curb and gutter. The remainder of the subdivision will
include approximately 46 single-family residential lots and -5-acres of open space
surrounding the pond. Equipment used will include those typical for land clearing,
grading, excavating, and general construction of a residential subdivision.
11. Explain the purpose of the proposed work:
The purpose of the proposed subdivision is to meet the need for housing in the area.
The impact resulting from sanitary sewer construction will connect the proposed
subdivision to an existing sanitary sewer east of the property. The proposed stream
impact resulting from road construction will provide access to the property's interior
by crossing a stream that bisects the parcel from east to west.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC is not aware of any other 404 Permits or 401 Certifications approved for this
property. The two stream channels (i.e., UTs to Middle Creek), wetlands in the vicinity
of the road crossing, and wetlands east of the property line are the only anticipated
surface waters subject to 404 and 401 jurisdiction and the Neuse Buffer Rules that will
be impacted by the proposed development. S&EC delineated wetlands in the vicinity of
the road crossing. However, S&EC has not delineated wetlands or other jurisdictional
waters for the entire site. S&EC conducted a previous delineation for the parcel east of
this project, which is the source of estimating impacts for the sewer alignment. Eric
Kulz of the NC-DWQ performed a stream buffer determination for this site on February
10, 2005. Please contact us if you would like to conduct a site visit.
Page 3 of 10
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
S&EC is not aware of any future permit requests anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed impacts include the installation of one road crossing and a sanitary
sewer. Road Crossing Impact #1 will include installation of a single 48" RCP. The pipe
will be installed at a depth 20% of its diameter (0.8-feet) below the existing streambed at
a slope of approximately 1.8%. Sewer Crossing Impact #2 will include the temporary
excavation across the streambed to bury a sanitary sewer pipe encased in concrete
(below the streambed).
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
Impact #1 Fill Forested/Riparian No 0 0.06
Impact #2 Temporary / Excavation Forested/Riparian No 0 0.14

Total Wetland Impact (acres) 0.20
Page 4 of 10
3. List the total acreage (estimated) of all existing wetlands on the property:
Approximately 0.15 in the vicinity of the proposed road crossings; the remainder of the
property was not evaluated by S&EC. Wetlands are present east of the property in the
vicinity of the sewer crossing; these were previously delineated in support of aligning
the existing, off-site sewer.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Impact #1 UT to Middle Crk Road Intermittent 2 feet 135 0.010
Impact #2 UT to Middle Crk Temporary/Sewer Intermittent 3 feet 20 0.001

Total Stream Impact (by length and acreage) 155 0.011
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

I Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. acres 0.21
Total Stream Impact (linear feet): 155
Page 5 of 10
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road impact (impact #1) is necessary to provide access to the northern
portion (interior) of the property from Sunset Lake Road. The proposed road crossing
was situated upslope of an existing pond that will be retained during development. The
sewer alignment has been situated in a manner that will allow crossing perpendicular to
the stream along the eastern property line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
Page 6 of 10
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts are below the thresholds required by NC-DWQ for
mitigation, and the proposed impacts will not occur along waters of the US with
"important aquatic function" (i.e. perennial streams), mitigation should not be
required for the proposed impacts.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 7 of 10
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B.0259 (Tar-Pamlico), 15A NCAC 02B.0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
ROAD CROSSING: IMPACT #1
Zone* Impact
(square feet Multiplier Required
Mitigation
1 4,692 3 0
2 2,668 1.5 0
Total 7,360 0
SEWER CROSSING: IMPACT #2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,203 3 0
2 804 1.5 0
Total 2,007 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 8 of 10
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
It is anticipated that the percent impervious surface for the subdivision is 29%. The
project consists of 21.04 acres to be developed. Of this, 1.86 acres of impervious
surface exist in right-of-ways (i.e. sidewalks and streets), 4.22 acres of impervious
surface is anticipated on the 46 lots (based upon 4,000 square feet per lot), while none
of the open space will contain impervious surface. Therefore, the impervious surface
for the site is anticipated to be no more than 29% (6.09 acres impervious / 21.04 acres
total for site).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The development will connect to an existing sanitary sewer system. The municipality
will ensure that this development does not exceed the available capacity of the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
S&EC is not aware of any violations at this development.
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Page 9 of 10
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
pa,? 6 _//9 _/ le- 5 ? -
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
u r/ t r/ ZrayJo Ln: 131 lyly ! iy i i1 PERRY DEVELOPMENT PAGE 02
07/28/2003 00:02 FAI
Name:
Addres
phone; 77-3 - 2330 ,_
Environmental Consultants, PA
Road • JW41h. North Carolina 2,04 • Phone: (519) E46 5900 Fax: [phone]
w%V.S=wRC.CoM
AGENT AUTHORIZATION FORM
Project Name/ Desaiptioa - .?1 ti l:eZ
Date: _ 7-4 ! -05
The Departr writ of the Army
U.S. Army Corps of Engineers, Wiln*-gton District
1'.0. Box 1890
Wilmington, NC 28402
Attn:
Field Office,
Re: Wetlands Related Cowulting c rid Permitting
To Whom it May Concern:
I, the cttrwnt r r owner, herei y designate and authorize Soil & Environmental Consultants, FA to
act in my behalf as my Agent in the prowsing of permit applications, to furnish upon request
supplem
ental izlfor=tton in support of application,, etc. from this day forward- The day of
777 X
This notification superaed,es any pr ivious correspondence concerning the agem for this project.
NOT IC$: This authorizatim for Uability and professimul eetntery reasons, is valid only for
government officials to enter the property when accompanied by S&HC staff. You should rill S&HC
to arrange a site meetlttg prior to visiting the site.
P operiy Owner's Name ,
cc: Ms. Cyndi Karoly
NCDEiNrR - DWQ
2,121 Crabtree Boulevard
Raleigh, NC 27604
S?a[lot4e C141•ice-
Property Owner's i ture
CC: Mr.) ason Payne
Soil & Envi-ro.+%mwtal CongultantS, PA
blank agent outh (vmt doc

236 1.cPhlllip Court, Suite C v. w.mgum %rn
3817-E l..awndala Drive ??ckorv Q ftc,
?
Concord. NC 28015 ,
GMe-show
NC 27455 6:2 Coon Mountain Jane
Phooa: (700) 77A.9d05 .
Phonc: 0136) 540-3234 Tayloroville. NC 28661
Fes,
704) 720-9406
Fax: [phone] Plwne (828) 6$5-5020
Few [phone]
OF WA 7-F Michael F. Easley, Governor
AOG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
=1 Colleen H. Sullins, Deputy Director
0 'C Division of Water Quality
February 10, 26-0-5
Mr. John Teel
Stewart & Proctor
319 Chapanoke Road, Suite 106
Raleigh, NC 27603
NBRRO 05-042
County: Wake
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B ,0233) (15A NCAC 2B .0259)
Incident
NOV
Buffer Determination X
Project Name: Sunset Property
Location/Directions: East side of Sunset Lake Road, across from Edwards Drive in Wake County.
Subject Stream: UT to Rocky Branch
Date of Determination: 2/8/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject at Yellow
Buffer Fla X
B Subject (Not
Contested x X

Raleigh Regional Office 1628 Mail Service Center ACDAM
Water Quality Section Raleigh, NC 27699-1628
c ' d L9t-69t-8 : Ol
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
HO,dd Tt-:t-T soot-LET-qnu
2/10/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DYVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director In writing do Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made Ina timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. A
Environmental
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Wake County Planning
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DWQ Project No.
DIVISION OF WATER QUALITY • LEVEL SPREADER WOMHEET
1. PROJECT INFORMATION (please complete the fbWng information):
Project Name : . (Jjj-c " Po lj T f
Contact Person: 7oK.J Tg6L- Phone Number. (fj1 1 17 P-/61,r ?
Level Spreader ID? I
Level Spreader Length s f ft
Drainage Area 1 .7 w-
hi lvk us Area 1.0 SC.
Maedmum Filter Strip/Buffer SIW G %
grass
Max. Discharge from a 10 Year Storm -4,2/
cfs
Max. Discharge to Level Spreader ?1. Z I ds
Filter StriplBudfer Vegetation 1. Qu>~ss
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(wKite and off-site drainage o the level spreader)
(6% for forested, lea( lidler cover, 8% for thick grvuid coverp
(dit ground cover or grass, canopied torte with W U6er
groundcover)
Prefieabment or Bypass Method Put9- TLLATP ,W r
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the following design requirerro b have been met and supporting documentation is Alached. If a
requirement has not been met, a2wh an ergfttaf on of why. At a mhh mn% a complete Momw ater management plan submittal IncIU*s
a worlaheet for each BMP, design calculations, plans and specifications showing all BM s and outlet siructure deb's, a detailed
drainage plan and a Itdly executed operation and nam0enance agreement An incomplete mb i ttal package will result in a request for
akdidonal Information and will substantially dolay final review and approval of the project
ftajconts Initials
r r Level spreader is at least 13 It per cfs ford" ground cover or grass or 100 ft per cis In carapied forest wdh leaf
litter.
T t Pre-Form Scorer Holes are on flat Mopes only
r T, No shuctm ere located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document
-Bypass method is specified (d appkable) and plan details and calculations are provided
Discharge to level spreader and subsequent filer strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan detais for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair
The operation and maintenance agreement signed and notarized by the responsible patty is provided.
Level spreaders in series can be used on slopes of up o 15% in forested areas v& leaf k ter cover or on slopes of up ID 25% to areas
with thick ground cover or grass if designed according o the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area
t7/2 , d Z9t769t78 : 01 : WOZIA 22:60 S002-8T -9nu
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the Mowing information):
Pr*d Name : S V W rEj' POf Ar T E
Contad Person: 7'oH?? IM _ Phone Numbs. f 1 774 - SS'
Level Spreader ID: _ 4F
Level Spreader Length J 7 R
Drainage Area O.4 ac.
Impervious Area o . ?! ac.
Maximum Filter StriplBuffer Slope 6 96
grass
Max. Discharge from a 10 Year Storm 1.5 cts
Max. Discharge to Level Spreader 1..5 cfs
Filter StriplBuffer Vegetation GQw -S
(perpendiatlar to flow)
(on-site and off-de drainage b the level spreader)
(once and off-site drainage to the level spreader)
(6% for forested, lead littler CDW, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with k of fitter
groundcover)
Pre4reatxrhent or Bypass Method PQE -TitfAfrl&T
REQUIRED ITEMS CHECKLIST
Initial in the space provided to idicate the Mowing design requirements have been nhet and supporting dopm>enfatiah is attached. ff a
requirement has not been me4 attach an euqArralion of why. At a n* murn, a complete stonnarater management plan wAr M includes
a worksheet for each BW, design calculations, plans aril specillications showing all BM's and outlet strucb a details, a detailed
drainage plan and a fully executed operation and maintenance agreement An i corni" submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Awlicants Initials
r level spreader is at least 13 t per its for thick ground cover or grass or 100 ft per its in canopied fist with leaf
fitter.
r Preform Scour Holes are on that slopes only
-c r- No *udAm are located in protected butters'
9 bypass method specified in the Draft Level Spreader Design Option Docurnent
Bypass method is sped(ied (l applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation m*.
The operation and maintenance agreement signed and notarized by the respons k party is provided.
• Level spreaders in series can be used on slopes of up to 15% in unrested areas with leaf littler cover or on slopes of up lo 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Docanent This poWnfia ly requires a
minor variance in protected buffer areas. In any evert the second level spreader cannot be located in pone 1 of a protected buffer area.
DWO Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT WORMATION (please complete the foMowing information):
ProjectName : S u Ns er Po wT E
Contact Person: ?Togo TEFL Phone Number: (911 )Y -11 - /9
c
Level Spreader ID:. 14.3
Level Spreader Length AV- It.
Drainage Area 2.0 ac.
hnpervious Area D X ac.
Maximum Filter SbripB dW Slope t., %
grass
Max. Discharge from a 10 Year Scam G . S cis
Max. Discharge b Level Spreader L . S cis
Filer Strip/Buffer Vegetation 6 LAS
(perpendharlar to flow)
(on-site and of -site drainage b the le-val spreader)
(orKda and off-,site drainage to the level spreader)
(6% for breded, leaf Mtller cover, 8% for tads gronrd cover)"
(tack ground cover or grass, canopied best with leaf WO
gam)
Pretreatment or Bypass Method ftC-'(CIFATnrTf'
N. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the WAM design requirements have been met and supporting doll menWon is vouched. 9a
mquiement has not been met; of wh an eqbw6on of why. At a minimum, a complete sbnmvai er management plan subr iU includes
a whoksfheet for each BW, design calcukdons, plans and Moro 9wMig all BMPs and oufM structure duels, a detailed
drainage plan and a My exwAed operation and maintenance agreement. An inoompiebe submittal package vA rh sd in a request for
additional inb malion and will sr rdelaytrial mview and approval of the project.
Applicants Initials
Level spreader Is at least 1311 per cis for thick ground cover or grass or 1001t per cis in canopied forest vrMh leaf
CdOer.
-- TT Pre-Form Scour Holes are on flat slopes only
s -r No druchures are located in protected buffers'
K bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (d app6c") and plan details and c alwWonhs are provided
Discfharge to level spreader and subsequent irlier strip is hydraukally and spa dy separade from the bypass
discharge.
No struckm are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and mairknanhce agreement Includes annual erosion and vegetation repair.
The operation and mainberhance agreement signed and notarized by the responsible party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas wMh leaf k1ler cover or on slopes of Up to 25% in areas
with talk ground rrover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second Iehrel spreader cannot be located in Zone 1 of a prowcted buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the fotlowing intorrrration):
Project Name : _ so uCr PQAJTE
Contact Person: Sotip TrL L Phone Number: fgll) 719 -"-5-
Level Spreader ID: _ &,t
level Spreader Leno z 6 fL
Drainage Area o.(& ac.
impervious Area O - Z ac.
Maximum Filter Stripl6uffer Slope t. %
glass
Max. Disci arge from a 10 Year Storm 1.9`{ cis
Max. Discharge to Level Spreader 1A y ds
Fitter StripIWW Vegetation Q ASS
(perpendiarf wloflow)
(on-she and off-site drainage b 1110 level spreader)
(m-sife and off-ske drainage b the level spreader)
(6% for forested, leaf itller cover, 8% for #ft gmW cover)'
(ihidc gmund cover or grass, canopied forest with Irk ft
gmundcow)
I'm4matrnent or Bypass Me#W PV-7r EAT JT
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the blowing design requirernents have been met and supporting dopmaantallon is Aadred. If a
mquirem nit Ihas not been met attach an explanation of why. At a nri *mn, a cornpiete stomnraler management plan submittal irdrades
a worksheet for each BAP, design calculations, plans and specilications slvmV all BM s and outlet structure detals, a detailed
drainage plan and a My exeaited operation and nrairrterrarrce agreement. An ihcarnplete subrrhllial package will result in a request for
additional information and will substan6ally delay final review and approval of the project
Applicants Initials
TT Level spreader 15 at least 131 per ds for lhidr ground aver or grass or 100 It per ds In ca copied forest wbh leaf
litter.
T f Pre-Form Scat Holes are on fiat slopes only
TT No structm are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Docrrnen t
Bypass method Is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent III strip is hydraufcally and spa6ially sWarate from the bypass
discharge.
No strudmies are bated in protected buffers.
Plan details for ft bypass and outlets are provided.
The operation and maintenance agreernent irrdudes annual pion and vegetation repak.
The operation and maintenance agreement signed and noWzed by the responsbfe party is provided.
' Level spreaders in series can be used on slopes of rip to 15% in forested areas with leaf Mff cover or on dopes ofup to 25% in areas
with ltrdc ground aver or grass f designed according to the Draft Level Speader Design Option Docanent. This poienthally requires a
mirror variance in protected buffer areas. In any evert the second level spreader cannot be located in Zone 1 of a profited buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : Su.u.S? Poi i tE
Contact Person: 'So m j rE6 t.. Phone Number: (9 11) 7 7 9•%?c S'
Level Spreader ID:. it S
Level Spreader Length 89 t
Drainage Area z . J ac.
knperAous Area o . 3 ac.
Maximum Alter SfipBuiter Slope %
gr-w
Max. Discharge from a 10 Year Storm L . As
Max. Discharge to Level Spreader G.8 ds
Filter StripBuf(er Vegetation M?AA c
(perpendrarlar to flow)
(on-site and W-Ske drainage to the level spreader)
(on-site and off-Ske drainage to the level spreade j
(616 for forested, leaf filler cover, 8% for thick proud cover)'
(thick ground cover or grass, canopied forest with kf litter
groundcom)
Pm ea bnent or Bypass Method ME- TO CAT nf-JT-
REQUIRED ITEMS CHECKLIST
Initial in the space provided to khdicate the following design requirements harms been met and supporting documentation is Atadhed. go
requirement has not been met, attach an explanation of why. At a rninfa m, a complete stornwater management plan subm teal includes
a worksheet for each BW, design calculations, plans and specifications shmmig A BNPs and outlet structure detwls, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vA result is a request fior
additional inform atiom and will substardialy delay final review and approval of the project.
Awlicants Initials
ST Level spreader is at least 131 per cis for thick grand cover or grass or 100 A per ds in canopied treet with leaf
litter.
T T Preform Scour Holes are on flat slopes only
a r No spud m are located in protected buffers'
ff bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and skfsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No sbuctures are located in protected butters.
Plan details forthe bypass and outlets are provided.
The operation and mhaintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas limb kcal Idler cover or on dopes of up io 25% in areas
with thick ground cover or grass 9designed according lo the Draft Level Spreader Design Option Docun*d This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected butter arm.
DWQ Project No.
DWISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET
L PROJECT f NFORMATION (please oanplate 9* following W=M60n):
Projed Name : SV wc E T yoj.1 T
Contact Person: -T QHAj T-FEL- Phone Number: (j/ 117 17 -18S' S
level spreader ID: W G
Lewes spreader length -4:7 R
Drainage Area 1.1 ac.
hr"ious Area 0.23 _ ac.
Maximum Filter SWpAWft Slope G %
gmss
Mann. Disudtiarge from a 10 Year Storm -3- SG cfs
Max. Disctti ge to Level Spreader 3-cf., cis
Finer S*Mulfer Vegetation CeAss
Oerpendicddar to flow)
(on-site and off-ft drainage b the faviel spreader)
(one and off-site drak b the level spreadert
(6% for forested, leaf Wer covet, 8% for tfiidc ground cower).
(flick ground cover or grass, canopied forest with kid bar
groundcover)
Pre4reatment or Bypass Method & F-T[fA'ww T,
11. REQUIRED ITEMS CHECK=
In U in tlm space provided to indicate the biloV g design requirerner have been met and documentation b tlacred. as
requkewat hw not been met; atladr an eip0anadw of Ww- At a mWinum, a complete dmwmber management plan s A4W krdudes
a worlalred for each BW design cdculaSoM plans and specifications show Q all BMPs and outlet structure decals, a detaAed
drak age plan and a fully emded operation and nakulenanoe agreement. An kroortrplete submittal package will result h a request for
additional Information and will wAnbrfdy delay *W mvlewand approval of the project.
Awlicants Initials
-.-r Level spreaderls at least 191E per its frx ?Mitt ground cover or grass or 100 ft per its In canopied forest WO W
ltler.
T Pre*orm Scour Holes are on tat slopes only
No structures are located M protected buffets'
M bypass meMod specified in the Draft Level *Bader Design Option Doetumt
Bypass medwd is specified (d applicable) and plan decals and cdariaforo am provided
Discharge to level spreader and subsequent tiler strip Is hydraulically and spatially separate from the bypass
discharge.
No dructures are located In protected bullets.
Plan details for the bypass and outlets are provided.
The operation and nukdenance agmerrot krctudes wwall erasion and vegelatlon repair.
The operation and nairMnar>ce agreement signed and notadaed by the tesponsilk party Is provided.
Level spreaders in series can be used on dopes of up to 15% In forested areas with leaf ittier cover or on slopes of up b 25% In areas
with lhicc ground cover or grass if designed according to the Draft Level Spreader Design Op don Do mxt This potentially tequkes a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in. Zara 1 of a propad buffer area.
t7/2 'CA Z9t?69t7e:01 :WOdA €2:60 S002-8Z-enu
DWQ Project No.
DNISM OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please compleb, the Mowkxl inf mnofion):
Project Name : Su ysET' PO iJ Tf.
Contact Person: ToH?; r6E- Phone Number: ( 111) :1'1 ?-/BS S- -
LevelS(xeaderlD:. # 1
Level Spnodler Lm O 17 11. (perp?ar b flow)
Drainage Area q I ae. (on-rile and off-site drainage b the WM apnea W)
Maximum Filler $*Mu6er slope AG % (6% for forested, leaf Mer cover, 8% ? t&* WW Cover).
!gals
Max. Dbdtarge from a 10 Year Stem /3-7 ds
Max. Discharge to Level spreader L1.3 cis
Fitter SbiplBuifer Vegetation G rAAJr
(thick ground cover or grass, canopied forest wdh lerf !tiler
growdoover)
Prefieabnent or Bypass Madwd & E -T LFAT/e«7'
REQUIRED ITEMS CHECKLIST
initial in the space provided to indkob the fobwbg design re quk+semm b have been met and supporling dooumemtafm Is AW dwd. 98
mqukernent has not been mK slug an ojWb Vw of why. At a mkdmurnm, a Complete d omrwater mamgernmt plan submittal includes
a woorfahed for each UIP, design cdculalions6 plans and specilicad ns showing A BM's and culls! sbumre detail a detailed
dralrMe plan and a folly executed operaton and mablenance agreerrrent An keoompfete submittal package W result in a Mo; and for
additional information and vA substaidally delay final w*waW approval of fm projecL
its Intels
1-T Level Wnwderls at least 1911 per ds for thick graxrd cover or grass a 100 tt per cis In careopled Rarest wph leaf
W.
TT Preform Scour Holes are on fat slopes only
% ==No, sbucknes are located In VobxW buffers.
If bypass n *MM spedlied in rise Drag Level *eader Design Option Docurnwt
Bypass monad is spedried Of applicable) and plan details and cdiiada11 es am provkied
Disd>arge to level spreader and subsequent truer strip h hydrWk* and s )Wdy separate from the bypass
discharge.
No structures are located in proleced buffers.
Plan details forge bypass and outlets are prvvfded.
The operdion and nuh tmance agreemen k *xks aruurdi gsion and vegetation repair.
The operation and nlaket8rea m agreement signed and notafiaed by the responsible party b provided.
• Level spreaders in series can be used on slopes of up b 15% In bested areas vA loaf tiler cover or on slopes of up b 25% In
areas
with t kk ground cover or grass if designed according b the Dratt Level Spreader Design Option Doaement. This potend* mgdm a
minor variance in protected buffer areas. M any event take s a m level sptwider camot be boded in Zone 1 of a pmWckd buffer area.
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?P7oject No. Figure 1 - USGS Map
Sunset Pointe Soil &c Environmental Consultants, PA
Project Mgr.: 11010 Raven Ridge Rd.- Raleigh, NC 27614
Jason Payne Perry Brothers Development [phone] - [phone]
Wake County, NC Web Page: www.SandEC.com
Scale:
1" = 2,000'
i
08110/05 Apex Quadrangle
Dated 1993 .
I
Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]

To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jean Manuele
1628 Mail Service Center
Raleigh, NC 27699-1628
ww la
05 w2lWm
August 18, 2005
S&EC Project # 9777W1
From: Jason Payne
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Sunset Pointe Subdivision
Holly Springs, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-22 r
AUG 1 l?il?5
DENR - WATER Qldi",LiTY
WETLANDS AND STORMWATER BRANCH
On behalf of the owner, Perry Development, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permit 12 (for utility construction), Nationwide Permit 39 (for road
construction associate with the development), and General Water Quality Certifications
GC3374 (per NWP 12) and GC3402 (per NWP 39). Please contact me at [phone] if you
have any questions or require additional information.
PROJECT SUMMARY
Project Name Sunset Pointe
Project Type Residential Subdivision Roads & Utilities
Owner / Applicant Per Development
Count Wake
Nearest Town Holly Springs
Waterbod Name UT Middle Creek
Basin / Sub-basin 03-04-03
Index Number 27-43-15-(4)
Class QNSW
IMPACT SUMMARY
Attachments:
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.21
Total Stream Impact (linear feet): 155
Pre-construction Notification (PCN) Application
Form
Agent Authorization
DWQ Buffer Letter (NBRRO 05-042)
Level Spreader Worksheets (6)
Wake County GIS Site Vicinity Map
Figure 1, NC - USGS Map - Apex Quadrangle
Figure 2, Soil Survey Map - Sheet No. 83
Qs : 8367 s?
Preliminary Plans Summary
Overall Site Plan with impact insets
Roadway Profile in vicinity of Impact #1
Utility Profile in vicinity of Impact #2
$3,000 Application Fee to DWQ
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I.
II.
Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12 & NWP39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
Pho I R @ -4uY rq. nn
1. Owner/Applicant Information
Name: Perry Development AUG ?. ZU05
Mailing Address: Attn: Lee Perry DENR - WAVER QUAL, FY
5600 Rock Service Station Rd WERMDSMDSrORMWArERBRMCH
Raleigh, NC 27603
Applicant Information
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
E-mail Address: [e-mail]
Fax Number: [phone]
Page I of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 0750822422
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Pointe
Directions to site (include road numbers/names, landmarks, etc.):
The site is located on Sunset Lake Road (SR1301) northeast of the intersection of
Sunset Lake Road and Edwards Drive (see attached vicinity maps). From Holly
Springs, NC take Holly Springs Road (SR 1152) East to its intersection with Sunset
Lake Road; turn left onto Sunset Lake Road; the site is approximately one mile
north, on the east side of Sunset Lake Road.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6798 ON 78.8046 °W
6. Property size (acres): ± 21 acres
7. Name of nearest receiving body of water: Middle Creek (27-43-15-(4); C;NSW)
River Basin: Neuse River (03-04-03)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 10
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The site is currently forested. Land use in the vicinity of this site is primarily
residential.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential sewer line that will service
the subdivision. In addition, the project also includes the construction of a two-lane
road within the Sunset Pointe residential subdivision. The road is designed to be a
paved, asphalt road with curb and gutter. The remainder of the subdivision will
include approximately 46 single-family residential lots and -5-acres of open space
surrounding the pond. Equipment used will include those typical for land clearing,
grading, excavating, and general construction of a residential subdivision.
11. Explain the purpose of the proposed work:
The purpose of the proposed subdivision is to meet the need for housing in the area.
The impact resulting from sanitary sewer construction will connect the proposed
subdivision to an existing sanitary sewer east of the property. The proposed stream
impact resulting from road construction will provide access to the property's interior
by crossing a stream that bisects the parcel from east to west.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC is not aware of any other 404 Permits or 401 Certifications approved for this
property. The two stream channels (i.e., UTs to Middle Creek), wetlands in the vicinity
of the road crossing, and wetlands east of the property line are the only anticipated
surface waters subject to 404 and 401 jurisdiction and the Neuse Buffer Rules that will
be impacted by the proposed development. S&EC delineated wetlands in the vicinity of
the road crossing. However, S&EC has not delineated wetlands or other jurisdictional
waters for the entire site. S&EC conducted a previous delineation for the parcel east of
Ns project, which is the source of estimating impacts for the sewer alignment. Eric
Kulz of the NC-DWQ performed a stream buffer determination for this site on February
10, 2005. Please contact us if you would like to conduct a site visit.
Page 3 of 10
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
S&EC is not aware of any future permit requests anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed impacts include the installation of one road crossing and a sanitary
sewer. Road Crossing Impact #1 will include installation of a single 48" RCP. The pipe
will be installed at a depth 20% of its diameter (0.8-feet) below the existing streambed at
a slope of approximately 1.8%. Sewer Crossing Impact #2 will include the temporary
excavation across the streambed to bury a sanitary sewer pipe encased in concrete
(below the streambed).
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and floodine.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
Impact #1 Fill Forested/Riparian No 0 0.06
Impact #2 Temporary / Excavation Forested/Riparian No 0 0.14

Total Wetland Impact (acres) 0.20
Page 4 of 10
3. List the total acreage (estimated) of all existing wetlands on the property:
Approximately 0.15 in the vicinity of the proposed road crossings; the remainder of the
property was not evaluated by S&EC. Wetlands are present east of the property in the
vicinity of the sewer crossing; these were previously delineated in support of aligning
the existing, off-site sewer.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or Intermittent?
ittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Impact #1 UT to Middle Crk Road Intermittent 2 feet 135 0.010
Impact #2 UT to Middle Crk Temporary/Sewer Intermittent 3 feet 20 0.001

Total Stream Impact (by length and acreage) 155 0.011
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.21
Total Stream Impact (linear feet): 155
Page 5 of 10
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road impact (impact #1) is necessary to provide access to the northern
portion (interior) of the property from Sunset Lake Road. The proposed road crossing
was situated upslope of an existing pond that will be retained during development. The
sewer alignment has been situated in a manner that will allow crossing perpendicular to
the stream along the eastern property line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Pennits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
Page 6 of 10
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts are below the thresholds required by NC-DWQ for
mitigation, and the proposed impacts will not occur along waters of the US with
"important aquatic function" (i.e. perennial streams), mitigation should not be
required for the proposed impacts.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):_
Amount of Non-riparian wetland mitigation requested (acres
Amount of Coastal wetland mitigation requested (acres):_
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 7 of 10
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
ROAD CROSSING: IMPACT #1
Zone* Impact
(square feet Multiplier Required
Mitigation
1 4,692 3 0
2 2,668 1.5 0
Total 7,360 0
SEWER CROSSING: IMPACT #2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,203 3 0
2 804 1.5 0
Total 2,007 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 8 of 10
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
It is anticipated that the percent impervious surface for the subdivision is 29%. The
project consists of 21.04 acres to be developed. Of this, 1.86 acres of impervious
surface exist in right-of-ways (i.e. sidewalks and streets), 4.22 acres of impervious
surface is anticipated on the 46 lots (based upon 4,000 square feet per lot), while none
of the open space will contain impervious surface. Therefore, the impervious surface
for the site is anticipated to be no more than 29% (6.09 acres impervious / 21.04 acres
total for site).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The development will connect to an existing sanitary sewer system. The municipality
will ensure that this development does not exceed the available capacity of the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
S&EC is not aware of any violations at this development.
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Page 9 of 10
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
pa,? 6 _//9 _/ /0 ?' -
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
ri (f L (/ Zririo L17: lid
07/28/2006 00:02 FAX
Name;
Address:
Phone: _LI S
PERRY DEVELOPMENT
Environmental
Palelgh, Nanh Carolina 27,614 • 1
wvw.SendFC.com
PAGE 02
t((; V u n
Consultants, PA
??,?? ,ci 19) 946-5900 - Fax: [phone]
AGENT AUTHORIZATION FORM
Project Name/ Description:
Date:"a?(?'?.S
The Uepartu mt of the Army
U.S. Army Corps of Engineers, Wilm*gton Distri.-t
P.O. Box 1890
Wilmington, NC 28402
Attn:
Field Office.
Re: Wetlands Related Consulting end Perraitting
To Whom it may Concern.
1, the current r r owner, hereiay designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the prOmsing of permit applications, to furnish upon request
supplemental lxlformation in suppc,rt of applications, etc. from this day forward. The . day of
This notification supersedes any pvvioue correspondence concerning the agent for this project,
NOTICE; This authorization, for liability and professional enndesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff, You should call S&HC
to arrange a site meeting prior to vieiV=g the site.
P I operty Owner's Name
cc: Ms. Cyndl Karoly
NCDENT - DWQ
2.321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's x tore M
CC: Mr. Jason Payne
Sozl & EnvirOln= Wtal Consultants, PA
blank agent outh (omLdoe
l ..dQM- Office: 2=03 Oro odic
36 I.cPhllhp Court, suite C cJcorv OITue:
3817-E immdale Dine 6:2 Coon Moumain l,mie
Concoad. NC 2802.4 Greensboro. NC 2705% Taylorville, NC 28661
Ph9ne; (704)72o.9a05 Phone: [phone] Phone [phone]
FAX: [phone]
Fax: [phone] Fri: [phone]
1 yl y / l?y:i:i1
F WAIF Michael F. Easley, Governor
0
OG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
l?'-- Alan W. Klimek, P.E. Director
> ti Colleen H. Sullins, Deputy Director
O < Division of Water Quality
February 10, 2005
Mr. John Teel
Stewart & Proctor
319 Chapanoke Road, Suite 106
Raleigh, NC 27603
NBRRO 05-042
County: Wake
BASIN:
Neuse River X Tar-Pamlico
(I 5A NCAC 2B .0233) (15A NCAC 2B.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Sunset Property
Location/Directions: East side of Sunset Lake Road, across from Edwards Drive in Wake County.
Subject Stream: UT to Rocky Branch
Date of Determination: 218/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Subject at Yellow
Buffer Fla x
B Subject (Not
Contested x X

AMA
Raleigh Regional Office 1628 Mail Service Center RLO phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
E'd Zqt-69t,-8:01 :H0a-J Tt-:t-T SIJ E-OT-enu
2/10/2005
Page 2 of 2
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DIVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director In writing clo Cyndi Karoly, DWQ WetlandV401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2160. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made Ina timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Arrny Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. n
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Wake County Planning
2'd !9b69b8:01 :140aJ 2b:bT sno2-8T-9nH
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : . &&Uj6r Po -jr f
Contact Person: +3otiLi T" L- Phone Number. (1/1 ) 7 y P-/Bt f
Level Spreader ID:j* '
Level Spreader Length X X fL
Drainage Area 1 43 Be.
Impervious Area 10 ac.
Maximum Filter Strip/Buffer Slope 6 %
grass
Max. Discharge from a 10 Year Storm 4.21 cis
Max. Discharge to Level Spreader X1.21 cis
Filter Strip/Buffer Vegetation & QAS-5 (perpendicular to flow)
(on-sita and off-site drainage to the level spreader)
(on-spa and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick grouid cover)'
(thick ground cover or grass, canopied brest with Inf liter
groundcover)
Pre-treatment or Bypass Method eA[- TG'Ari16Y7'
n. REQUIRED ITEMS CHECKLIST
fntfral In the space provided to Indicate the following design requirements have been met and supporting documentation is of shed. If a
requhement has not been met attach an explanattwr of why. At a minimum, a complete d omnwater management plan submittal Includes
a woriksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detA a detailed
dremage plan and a fully executed operation and maintenance agreement An incomplete submttal package will result in a request f Dr
additional Information and wli substantially delay final review and approval of the project.
8WIlcants Initials
r r Level spreader Is at least 13 ft per cfs for thick ground cover or grass or 100 ft per cfs In copied forest with leaf
litter.
7 r Pre-Form Scour Holes are on flat slopes only
LY No structures are looted In protected buffers'
If bypass method spedfied In the Draft Level Spreader Design Option Document:
Bypass method Is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and went filler sMp is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffets.
Plan details for the bypass and outlets we provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responslble party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler Coves or on slopes of up to 25% In areas
with thick ground cover or grass If designed acoard'mhg to the Draft Level Spreader Design Optbn Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Lone 1 of a protected buffer area.
b/z'd L9t?69t7e:01 :wmu 2z:Go S002-8Z-onu
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complelae the following inforn>ation):
Project Name : S V W rE_r POl &) T E
Contact Person: Soyko IM . Phone Number. ( A t$
y 79 SS"
Level Spreader ID: _ $F Z
Level Spreader Length 7 ft.
Drainage Area O.4 ac.
Impervious Area O . ?! ac.
Maximum Filter StriplBuffer Slope _ to %
grass
Max. Discharge from a 10 Year Storrs 1.3 ells
Max. Discharge to Level Spreader (? 3 cis
Fitter Strip)Buffer Vegetation
(perpenftlar to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage b the level spreader)
(6% for f crested, leaf littler cover, 8% for thick ground cover).
(thick ground cover or grass, canopied honest with ki Alter
groundcover)
Pre-treatment or Bypass Method Pg G - Timrdewr
0. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requiremen have been met and supporting documentation is ,(Cached. If a
requirement has not been two attadr an e*brnetion of why. At a minimum, a cornplete dounwater rnanagement plan &&0W includes
a worksheet for each BMP, design caladawA plans and specifications showing all BMPs and outlet structure details, a detected
drainage plan and a fully executed operation and maintenance agreement. An Mete submittal package vA result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
-r r Level spreader is at least 13 R per cis for thick ground cover or grass or 100 ft per cfs in canopied forest vA leaf
litter.
r Pre-Form Scour Holes are on flat slopes only
-c 1- No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (t applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in proud buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erasion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on dopes of up to 15% in forested areas with leaf littler cover or on slopes Of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Docrrmerrt. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT WORMATION (please complete the following information):
Project Name : .our uET PowTE
Contact Person: TnHO rf-EC- Phone Number 141917'19 - /d c ? _
Level Spreader ID: _ tV.3
Level Spreader Length ac- &
Drainage Area 2.0 ac.
Impervious Area D. s ac.
Maximum Filter StriplBuffer Slope /o %
grass
Max. Disdtarge from a 10 Year Stoma &..5' cis
Max. Disci arge to Level Spreader to, S cis
Filter Stroffluifer Vegetation 6 LAS 5
(on-sille and off-site drainage to the level Spreader)
(on-site and off-site drainage to the level spreader)
(6% for bested, W littler cover, t3% for thick groud cover).
(thick ground cover or grass, canopied best with kof litter
groundcover)
Pre-treatment or Bypass Method ft IL -1CCA?n9Tr'
1. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fngovhng design requirements have been met and supporting documentation is mod. ff a
requirement has not been met, attach an explanation of why. At a minimum, a complete donnwater managernent plan s*M Includes
a worksheet for each BMP, design calculations, plans and specifications showing all Ms and outlet structure details, a detailed
dranage plan and a filly executed operation and maintenance agreement. An incomplete submittal package vA result in a request for
additional information and will substantially delay final review and approval of the project
wicants Initials
f Level spreader Is at least 13 R per cis for thick ground cover or grass or 100 R per cis In canopied !crest wMr leaf
fitter.
TT Pre-Form Scour Holes are on fiat slopes only
T I" No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document;
Bypass method is specified (if applicable) and plan details and calcuMons are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is Movided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf ittler cower or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
mirror variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the foM wkV information):
Project Name : SQLasET P02thnE
Contact Person: SOHd TrE L Phone Number: (I11 1 719 -/BSS
Level Spreader ID: _ &,t
Level Spreader Length Z 6 R (perpendiaiar b flow)
Drainage Area 0-(V ac. (on-sile ad off-site drainage to the level spreader
Impervious Area O • Z ac. (on-site and off-ft drainage to the level spreader)
Maximum Filter StripBuffer Slope i % (6% for bested, leet frtiler cover, 8% for thick groud coverp
gmw
Max. Discharge from a 10 Year Storm cis
Max. Discharge to Level Spreader t .Ry cis
Filter Strip/Buffer Vegetation 9- ASS
(thick ground cover or grass, canopied forest with Iraf fetter
groundcover)
Pre-treatment or Bypass Method fee-if T
1. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the fol g design requirements have been met and supporting dopimentailion is etacmed. ff a
mqubenierd has not been met, attadm an explanation of why. At a minimum, a complete domnrater management plan submittal includes
a worksheet for each B141P, design calculations, Mans and specficatiau showing all BN1 t and outlet structure decals, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incompiete submittal package wtil resat in a request for
additional information and vA mbst rrtially delay trial review and approval of the project.
Aoalicants Initials
3'T Level spreader Is at least 13 ft. per its for thick ground cover or grass or 100 ft per its in canopied torest with leaf
titter.
s f Pre-Form Scour holes are on fiat slopes only
1T No structures are located in protected bu%m*
9 bypass method specified in the Draft Level Spreader Design Option Docrrnent:
Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and suthsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan detaffs for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarised by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Mier cover or on slopes uhf up to 25% In areas
with thick ground cover or grass ft designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Pitied No.
Drvr" OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : Srl,J S.ei 1001..1 1"6
Contact Person: u rEE C- Phone Number: (q 19)7 7 9-/,?C S'
Level Spreader ID: 12
Level Spreader Length all It. (perpendaAar to flow)
Drainage Area 2_1 ac. (on-site and off-site drainage to the level spreader)
hripervious Area 0.3 ac. (on-site and off-sib drainage to the level spreader)
Maximum Filter SWp&&r Slope & % (6% for forested, leaf littler cover, 8% for Oft grand cover)'
grass
Max. Discharge from a 10 Year Storm 6.6 cis
Max. Discharge to Level Spreader G.9 cis
Filter Strip/Buffer Vegetation re TAA &
(thick ground cover or grass, canopied forest % ft ked lifter
groundcover)
PreAreatrnent or Bypass Method f I P F_ - TO EATP,&II-
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design FeWirements have been met and supporting documentation is otached. ff a
requk errrent has not been rnet, atlaah an ej*nation of why. At a minimum, a oompiets dM water management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BA s and outlet structure detA a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the p *a
Wcants Initials
ST Level spreader is at least 13 R per cis for thick ground cover or grass or 100 It per cis in canopied sorest with leaf
litter.
T T Pre-Form Scour Holes are on flat slopes only
-r r No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filler strip is hydraulically and spWany separate from the bypass
discharge.
No structures are located in protected butters.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreerent includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on dopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potahtially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be baited in Zone 1 of a protected buffer area.
DWQ Project No.
DfVMIOH OF WATER QUALITY • LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please cornplate the Wowing kdbmwdm):
Project Name: su,..sCT_ f6jjT -
Contact Person: ?oHAj ALL Phone Number: (It f 17 17 - X
Level SpreaderID:# G
Level Spreader Length 4 7 %
Drainage Area l . [ ac.
Impervious Area arc.
Maximum Filter Strip/Buffer Slope (r %
!ice
Max. Discharge from a 10 Year Storm 3 . S(? cft
Max. Discharge to Level Spreader 3 .S fe cis
Filter Strip/Buffer Vegetation CeAs.s
(perpenCrOlar to flaw)
(on-site and off-site drainage to the level spreaderl
(on-sfle and off-ske d kit;pe bo die level spreader)
(6% for forested, leaf itder cover, 8% for thick groin l c0Yr Y
(thick ground cover or grass, canopied forest wb ki hider
gmundwver)
Pre4reabnent or Bypass Method Ar-'f[EwriyAi T'
REQUIRED ITEMS CHECKLIST
Initial in The space provided to Indicate the folowirg design requirements have been met and supporting doarmerd m is dFadred. ff: s
requirement hes not been tw& affair an expilm m of why. At a mh*n nr, a c wn*te dormwa er nw agenwd plan :ar6U irckides
a worksheet for each BUMP, design cdculabons, plans and specilicallora dwvt V all Uft and outlet structure detals, a detaled
drainage plan and a fully exearted operation and mainlenance agreement An incomplete aballal package vvll result Ina request for
additional hibm lion and will a bshanfiaily delay td navlowand approval of ire project.
Analkcants Initials
err Leval spreaderls at least 131 percfs for Wck ground cover or grass or 1001! per cis In canopied forest va leaf
litter.
T Pre-Form Scar Holes are on flat slopes only
x T- No structures are located in pmb x:Wd batters'
If bypass method specified in the Draft Level Spreader Design Option Docunwnt:
Bypass method Is specified (if applicable) and plan detais and calarlaWrrs are prwided
Discharge to level spreader and subsequent rider strip Is hydraulically and almdaly separate Imm the bypass
dlsdraga
No structures are located In prolected hers.
Plan details for the bypass and outlets are provided.
The operation and nsakrenaroe agreemend Includes mmual erosion and vegetation repair.
The operation and mair0manoe egmernent signed and notarized by the tesimlIA party is provided.
• Level spreaders in series can be used on slopes of up to 15% in forested areas with lead idler cover or on dopes of up loo 26% in areas
vridr thick ground corer or grass I designed according to the Draft Lave! Spreader Design Option Doamren t This pdenfialy requ6es a
minor variance in protected buffer areas. M any event the second level spreader cannot be located In Zone 1 of a protected buffer am,
b/2'd Z9t769t7e:m :WOdA 22:60 S002-8T-9fld
DWQ Project No.
DIVISION OF WATER QUALITY - LEVF1. SPREADER WORKSHEET
1. PROJECT f NFORMATiOfd (please aompleb the following Wormalion):
Project Name : SuyS T- Po. j r6
Coataot Person: 5o K 0 r 6't - Phone Nh *w. (111) 7 1 7-18s -
Level Spreader ID:. #
Level Spreader Length 1 73 It
Drainage Area q. I SC.
knpWous Area ?Z ac.
Maximum Mar SaripBufler Slope G %
grass
Max. DisclaW from a 1 D Year Sturm / Iff cis
Max. Discharge b Level Spreader I3.3 cis
FKW Strip/Buffer Vegetation to QA AX
(on-site and otF?lOa drainage b foe tonal apneade+j
(mole and o(1-site drainage b the level spreader)
(696 for forested, loaf Mier cover, 8% for thick Foul rover).
(thick ground cover or grass, canopied forest who lerf idler
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Pre-heabnent or Bypass Method & E -T _eATn« 7
REQUIRED ITEMS CNECKUST
Inh'b'al in the space provided to khdkame the following design requirements have been met and supp ffing won is dlached. If a
mquirement has not been met atriaclh an exploration of why. At a minknun, a complete stommater management plan s U*W Wkides
a worksheet for each BMP, design calarlaGons? plans and spacMc m showing all BAfPs and outlet strudwe data % a detailed
drainage plan and a fully executed operation and maintenance agreement An Wwriete u6nit al package v A restd in a request for
additional Mhformatlon and will subsWitially delaytinal review and approval offhe project.
8Mukanhs rmaars
T 'r level spreader is at least 13 t per cis for thick ground corer or grass or 1DD tt per crs in cwwpled (crest oleo ieaf
I tier.
'ST Preform Scow Holes are on Aar slopes only
T No structures are located in protected buffers'
If bypass medw! specified in the Draft Level Spreader Design opilon Document
-Bypass mediod Is specified (it applicable) and plan details and calalaGons are provided
Discharge to level spreader and subsequent Mier strip Is hydrauGkally and spadady separate from the bypass
discharge.
No struckires are to clod in pr*dW buffers.
Plan details for tlhe bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repak
The operation and maintenance agreement signed and notarized by the responsible party is provtdled.
- Level spreaders in series can be used on Slopes of up to 15% In forested areas with leaf Vhw cover or on slopes of up to 25JG in areas
wM thick ground cover or grass If designed aocoR&V b the Draft Level Spreader Design Option Documerd. This pofenfially requires a
minor variance in protected buffer areas. In any event the seoord IrM spreader cannot be! o rd, d le Zone 1 afa phukwWd buffer area.
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Sunset Pointe
Project Mgr.: Perry Brothers Development
Jason Payne Wake County, NC
Scale:
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Dated 1993
Soil & Environmental
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2 0 0 5 1 5 2 8 Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
August 11, 2005
Project Name: Sunset Pointe Subdivision
Wake County
EXPRESS REVIEW ACCEPTANCE LETTER
Perry Development Company
Attn: Mr. Lee Perry
5600 Rock Service Station
Raleigh, NC 27603
Fax #: [phone]
Subject Property: Sunset Lake Rd northeast of Sunset Lake/Edwards Drive Intersection
Dear Mr. Perry:
On August 11, 2005, the 401 Oversight/Express Permitting Unit of the Division of Water Quality received a
Fax/email request from Jason Payne of Soil and Environmental Consultants regarding a project known as "Sunset
Pointe Subdivision" for acceptance into the Express Review Program. This letter advises you that your project
will be accepted into the Express Review Program once the following items are received:
1) The application fee of $3,000.00 [made payable to the North Carolina Division of Water Quality];
2) Five (5) complete and collated copies of the PCN application; and
3) Five (5) copies of all additional information pertaining to this project.
Thank you for your attention to this matter. Please keep in mind that the clock for this project will not start until
receipt of the completed application package and required fee are received.
If you have any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at
919-733-9721 or Cynthia Van Der Wiele at 715-3473.
Sincerely, r
dam &A
lCII?Alan W. Klimek, P.E., Director
AWK/cbk/cvdw
cc: Raleigh DWQ Regional Office
File copy
Central Files
Jason Payne, S&EC, 11010 Raven Ridge Road, Raleigh, NC 27614 (fax # [phone])
Filename: SA2005 Express Acceptance IettersTlat River Estates Subdivision.doc
mglLe U n--_i:--
401 Oversight/ Express Review Permitting Unit X&rlifli
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
SENDING CONFIRMATION
DATE AUG-11-2005 THU 14:03
NAME DWQ-WETLANDS
TEL [phone]
PHONE
PAGES
START TIME
ELAPSED TIME
MODE
RESULTS
: 98469467
: 2/2
: AUG-11 14:02
: 00'51"
: ECM
: OK
FIRST PAGE OF RECENT DOCUMENT TRANSMITTED...
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EXPRESS PERMIT RF,ViF.W PROGRAM
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review Permitting Unit
street Addrr : 2321 Crnhlree Auulev:nd, Suilc 250
Ralcigh, NC 27604-2260
Mailing Addmsa: 1650 Mail SmWc Center
Ralcigh. NC 27699-16$0
Contact tntorwatlon: Phone q: 919-733-0203
1'az,Y? 919-733-6893
Fax To: .Imon Payne, S&1?C Fax N: 846-9467
l,cc Perry 919-773-8331
Subject: Sunset Pointe Subdivision Date: August 11, 2005
Number of pages including cover sheet: 2
Notes or special instructions:
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INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITE/EXPRESS PERMITTING UNIT
September 1, 2004
Version 3
Applicant Name: Perry Brothers Development; Attn: Lee Perry
Applicant Address: 5600 Rock Service Station Rd
Raleigh, NC 27603
Applicant's phone number: [phone] Fax number: [phone]
Applicant's email address: N/A
Consultant Name (if applicable): Soil & Environmental Consultants, PA
Consultant address (if applicable): 11010 Raven Ridge Rd
Raleigh, NC 27614
Consultant's phone number: [phone] Fax number: [phone]
Consultant's email address: [e-mail]
Type of action requested under the Express Review Program (check all that apply):
® 401 Water Quality Certification ? Stream Origin Determination
? Isolated Wetland Permit ? # of Determinations Requested
® Riparian Buffer Approval ? Intermittent/Perennial Determination
? Stormwater Management Plan ? # of Determinations Requested
? Mitigation Plan
? stream ? wetland ? buffers (check all appropriate)
Name of Project: Sunset Pointe County: Wake
Total project acreage: -21 acres Total built out impervious area: 6.09 acres
Nearest named stream (from USGS topo map): UT Middle Creek (27-43-15-(4))
Please provide a brief description of this project (attach site plan if available):
The project consists of the construction of a residential sewer line that will service the
subdivision. In addition, the project also includes the construction of a two-lane road
within the Sunset Pointe residential subdivision. The road is designed to be a paved,
asphalt road with curb and gutter. The remainder of the subdivision will include
approximately 46 single-family residential lots and -5-acres of open space surrounding the
pond. Equipment used will include those typical for land clearing, grading, excavating, and
general construction of a residential subdivision.
1

Please attach a map of site location using USGS 1:24,000 map and county soil survey.
Location of project site - please include reference to the county, nearest name town and highway number:
Jr 'A
The site is located on Sunset Lake Road (SR1301) northeast of the intersection of Sunset
Lake Road and Edwards Drive near Holly Springs, Wake County, NC (see attached vicinity
maps). From Holly Springs, take Holly Springs Road (SR 1152) East to its intersection with
Sunset Lake Road; turn left onto Sunset Lake Road; the site is approximately one mile
north, on the east side of Sunset Lake Road.
Proposed impacts: 0.14 Acres of 404 wetlands
0 Acres of isolated wetlands
112 Linear feet of streams
0 Linear feet of isolated streams
9,017 Square feet of protected stream buffers
Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list
which ones. Express Permit Training (3/8/05)
Has any DWQ staff visited the site? Yes, Eric Kulz on February 8, 2005
Which other environmental permits from other agencies will be needed for this project? Please list the permits and
issuing agencies below:
Section 404, NWP 12 & NWP 39 from the US Army Corps of Engineers
Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act?
No
Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ?
No
Does this project require approval of a Variance from the NC Environmental Management Commission? NO
Are you aware of any local controversy concerning this project? If so, please describe the controversy and any
measures that have been taken with respect to public involvement.
S&EC is not aware of any local controversy surrounding this project
This form must be submitted via email (c/o 401express(a)ncmail.net), faxed (919-733-6893) or hand-delivered to the
Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the
Express Review Program will be notified via email or fax within 2 days. Successful applicants will then be instructed
regarding detailed procedures for full application (Please Note: Submittals of the review packages on Friday after
12:00 pm will be stamped as received on the next business day).
Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form.
2

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Project No.
9777.W1 Figure 1 - USGS Ma
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Sunset Pointe
Project Mgr.: Perry Brothers Development
Jason Payne Wake County
NC
,
Scale:
1" = 2,000'
08110/05 Apex Quadrangle
Dated 1993

Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
(919) W5900 - [phone]
Web Page: www.SandEC.com

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Project No. Figure 2 Soil Survey Map
9777.W1 y p
Sunset Pointe
Project Mgr.: Perry Brothers Development
Jason Payne Wake County, NC
Scale:
V =1,320'
08/10105 Wake County Soil Survey
Sheet 83; Issued 1970
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To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Jean Manuele
1628 Mail Service Center
Raleigh, NC 27699-1628
www.SandEC?om
0 e August 18, 2005
S&EC Project # 9777.W1
From: Jason Payne
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Sunset Pointe Subdivision
Holly Springs, NC
N.C. Division of Water Quality
401 Oversight and Express Permits Unit
Attn: Cyndi Karoly
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
0@ ?
AUG 1 8 2005
DENR - WA1 ER QUALITY
WETLANDS AND STORh1WATER BRANCH
On behalf of the owner, Perry Development, please find attached a complete application and
supplemental information requesting written concurrence from the U.S. Army Corps of Engineers
(USACE) and the N.C. Division of Water Quality (DWQ) that the activities proposed below may
proceed under Nationwide Permit 12 (for utility construction), Nationwide Permit 39 (for road
construction associated with the development), and General Water Quality Certifications
GC3374 (per NWP 12) and GC3402 (per NWP 39). Please contact me at [phone] if you
have any questions or require additional, information.
PROJECT SUMMARY
Project Name Sunset Pointe
Project Type Residential Subdivision Roads & Utilities
Owner / Applicant Per Development
Count Wake
Nearest Town Holly Springs
Waterbod Name UT Middle Creek
Basin / Sub-basin 03-04-03
Index Number 27-43-15-(4)
Class QNSW
IMPACT SUMMARY
Stream Impact (acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.21
Total Stream Impact (linear feet): 155
Attachments:
Pre-construction Notification (PCN) Application Preliminary Plans Summary
Form Overall Site Plan with impact insets
Agent Authorization Roadway Profile in vicinity of Impact #1
DWQ Buffer Letter (NBRRO 05-042) Utility Profile in vicinity of Impact #2
Level Spreader Worksheets (6) $3,000 Application Fee to DWQ
Wake County GIs Site Vicinity Map
Figure 1, NC - USGS Map -Apex Quadrangle
Figure 2, Soil Survey Map - Sheet No. 83
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: (336)1,540-8235
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP12 & NWP39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Perry Development ?'' 1 `1 1 ?U05
Mailing Address: Attn: Lee Perry
5600 Rock Service Station Rd `'r n'R ward;; uu<1Lrr?
AN A JC;
Raleigh, NC 27603 51Ofi SVb?7Ek BRANCH
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jason Payne
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone]
E-mail Address: [e-mail]
Fax Number: [phone]
Page 1 of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Sunset Pointe
2. T.I.P. Project Number or State Project Number (NCDOT Only): n/a
3. Property Identification Number (Tax PIN): 0750822422
4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Sunset Pointe
Directions to site (include road numbers/names, landmarks, etc.):
The site is located on Sunset Lake Road (SR1301) northeast of the intersection of
Sunset Lake Road and Edwards Drive (see attached vicinity maps). From Holly
Springs, NC take Holly Springs Road (SR 1152) East to its intersection with Sunset
Lake Road; turn left onto Sunset Lake Road; the site is approximately one mile
north, on the east side of Sunset Lake Road.
Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.6798 ON 78.8046 °W
6. Property size (acres): + 21 acres
7. Name of nearest receiving body of water: Middle Creek (27-43-15-(4); C;NSW)
8. River Basin: Neuse River (03-04-03)
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 10
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:
The site is currently forested. Land use in the vicinity of this site is primarily
residential.
10. Describe the overall project in detail, including the type of equipment to be used:
The project consists of the construction of a residential sewer line that will service
the subdivision. In addition, the project also includes the construction of a two-lane
road within the Sunset Pointe residential subdivision. The road is designed to be a
paved, asphalt road with curb and gutter. The remainder of the subdivision will
include approximately 46 single-family residential lots and -5-acres of open space
surrounding the pond. Equipment used will include those typical for land clearing,
grading, excavating, and general construction of a residential subdivision.
11. Explain the purpose of the proposed work:
The purpose of the proposed subdivision is to meet the need for housing in the area.
The impact resulting from sanitary sewer construction will connect the proposed
subdivision to an existing sanitary sewer east of the property. The proposed stream
impact resulting from road construction will provide access to the property's interior
by crossing a stream that bisects the parcel from east to west.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC is not aware of any other 404 Permits or 401 Certifications approved for this
property. The two stream channels (i.e., UTs to Middle Creek), wetlands in the vicinity
of the road crossing, and wetlands east of the property line are the only anticipated
surface waters subject to 404 and 401 jurisdiction and the Neuse Buffer Rules that will
be impacted by the proposed development. S&EC delineated wetlands in the vicinity of
the road crossing. However, S&EC has not delineated wetlands or other jurisdictional
waters for the entire site. S&EC conducted a previous delineation for the parcel east of
this project, which is the source of estimating impacts for the sewer alignment. Eric
Kulz of the NC-DWQ performed a stream buffer determination for this site on February
10, 2005. Please contact us if you would like to conduct a site visit.
Page 3 of 10
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
S&EC is not aware of any future permit requests anticipated for this property.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
The proposed impacts include the installation of one road crossing and a sanitary
sewer. Road Crossing Impact #1 will include installation of a single 48" RCP. The pipe
will be installed at a depth 20% of its diameter (0.8-feet) below the existing streambed at
a slope of approximately 1.8%. Sewer Crossing Impact #2 will include the temporary
excavation across the streambed to bury a sanitary sewer pipe encased in concrete
(below the streambed).
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list imnacts due to both structure and flooding-
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
Impact #1 Fill Forested/Riparian No 0 0.06
Impact #2 Temporary / Excavation Forested/Riparian No 0 0.14

Total Wetland Impact (acres) 0.20
Page 4 of 10
3. List the total acreage (estimated) of all existing wetlands on the property:
Approximately 0.15 in the vicinity of the proposed road crossings; the remainder of the
property was not evaluated by S&EC. Wetlands are present east of the property in the
vicinity of the sewer crossing; these were previously delineated in support of aligning
the existing, off-site sewer.
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or Intermittent?
ittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
Impact #1 UT to Middle Crk Road Intermittent 2 feet 135 0.010
Impact #2 UT to Middle Crk Temporary/Sewer Intermittent 3 feet 20 0.001

Total Stream Impact (by length and acreage) 155 0.011
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

1 -1 Total Open Water Impact (acres) 0
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres): 0.011
Wetland Impact (acres): 0.20
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. acres 0.21
Total Stream Impact (linear feet): 155
Page 5 of 10
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The proposed road impact (impact #1) is necessary to provide access to the northern
portion (interior) of the property from Sunset Lake Road. The proposed road crossing
was situated upslope of an existing pond that will be retained during development. The
sewer alignment has been situated in a manner that will allow crossing perpendicular to
the stream along the eastern property line.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
Page 6 of 10
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strrngide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Because the proposed impacts are below the thresholds required by NC-DWQ for
mitigation, and the proposed impacts will not occur along waters of the US with
"important aquatic function" (i.e. perennial streams), mitigation should not be
required for the proposed impacts.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wr2/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
Page 7 of 10
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
ROAD CROSSING: IMPACT #1
Zone* Impact
(square feet Multiplier Required
Mitigation
1 4,692 3 0
2 2,668 1.5 0
Total 7,360 0
SEWER CROSSING: IMPACT #2
Zone* Impact
(square feet Multiplier Required
Mitigation
1 1,203 3 0
2 804 1.5 0
Total 2,007 0
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Page 8 of 10
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 213.0242 or.0244, or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
It is anticipated that the percent impervious surface for the subdivision is 29%. The
project consists of 21.04 acres to be developed. Of this, 1.86 acres of impervious
surface exist in right-of-ways (i.e. sidewalks and streets), 4.22 acres of impervious
surface is anticipated on the 46 lots (based upon 4,000 square feet per lot), while none
of the open space will contain impervious surface. Therefore, the impervious surface
for the site is anticipated to be no more than 29% (6.09 acres impervious / 21.04 acres
total for site).
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
The development will connect to an existing sanitary sewer system. The municipality
will ensure that this development does not exceed the available capacity of the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
S&EC is not aware of any violations at this development.
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
Page 9 of 10
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
pa,? 6_1119_1e> ?_
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
Cl!/L!/z0vio L17: UI
07/28/2003 40:02 FAX
Name:?T rs
Address: ,5(,DL0 _K_urt
Phone: 1T 3
PERRY DEVELOPMENT
PAGE 02
if4;uu0
Environmental Consultants, PA
Road • Melgh. North Cuotlna 27614 • Phone: (919) 846.M • fax* [phone]
www.SandPC.CoM
AGENT AUTHORIZATION FORM
Project Name/ Description:._ Jas ?v s ?T J Q .
Date: 7_4?f -0S
The Depm anent of the Army
U.S. Army Corps of Engineers, Wi-In ingtoun District
P.O. Box 1890
Wilmutgton, NC 28402
Attn:
Field Office:
Re: Wetlands Related Consulting r nd Permitting
To Whom It May Concern;
I, the current r r Owner, here"y designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my Ageut in the pracessing of permit applications, to furnish upon request
supplemental idom-ation in support of applications, etc. from this day forward. The day of
.T??
This notification supersedes any pr1violze correspondence concerning the age,at for this project.
N(MC$t This authorimtlm for Wility and professitmal catule4y reasons, is valid only for
government officials to e=nter the properly when accompuded by S&EC staff. You should Call S&EC
to arrange a site meeting prior to visiting the site.
P operty Owner's Name .
cc: Ms. Cyndi Karoly
NCL)ENv'R - DWQ
2.321 Crabt w Boulevard
Raleigh, NC 27604
S?ailo-tje Q?ce.
lyly!l?y:i:il
Property Owner's tore
cc: Mr. Jason Payne
Soil & Enviro-r=vmtal Consultants, PA
blank agent w,th loan doe
236 LoPhflli Court . n .uwm .-nc Hickga Q jftc:
P 3intr C 3817-E Uvmdala Drtve 622 : n Mountain Jane
Concord. NC 28025 Greensboro. NC 2700 Taylorsville. NC 28661
Phonc; [phone] Phone: [phone] PWne (828) 635-5i 20
FAX: [phone] Fax: [phone]
Fex: [phone]
OF W ATF Michael F. Easley, Governor
AO William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E. Director
y Colleen H. Sullins, Deputy Director
< Division of Water Quality
Mr. John Teel
Stewart & Proctor
319 Chapanoke Road, Suite 106
Raleigh, NC 27603
February 10, 2005
NBRRO 05-042
County: Wake
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 213.0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Sunset Property
Location/Directions: East side of Sunset Lake Road, across from Edwards Drive in Wake County.
Subject Stream: UT to Rocky Branch
Date of Determination: 2/8/05
Feature FGPS tart Buffer
Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil

Survey Located on
USGS
a hic
Too
A Subject at Yellow
Buffer Fla X
B Subject (Not
Contested x X

Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
2' d ? 9t'-E.9b8 : 01
A?'OkN phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
NONA Tt-:tT soo -oT-JIIH
2/10/2005
Page 2 of 2
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DiVQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director In writing do Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd, Raleigh, NC 27604-1260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made Ina timely manner. To ask jor a hearing, send a written petition, which conforms to
Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441. A
Environmental ?pec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Wake County Planning
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DWQ Protect No.
DMSION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : sduser Po f,F
Contact Person: ZnN . r T "L- Phone Number. (1/11 7 J F-Zg&r r
Level Spreader IDS I
Level Spreader Length Inc ft.
Drainage Area 103 ac.
Impervious Area 1. D ac.
Maximum Filter Strip/Buffer Slope G %
grass
Max. Discharge from a 10 Year Stomp .4.21 cfs
Max. Discharge to Level Spreader -1-211 cis
Filter Strip/Buffer Vegetation b Rats
(perpendicular to NOW)
(on-sib and off-site drainage to the level spreader)
(on-sib and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)'
(thick ground cover or grass, canopied forest with lof idler
grourdcover)
Pre-lreahnent or Bypass Method em- wAw-bl r
REQUIRED ITEMS CHECKLIST
Initial in the space provided to Indicate the tollowarg design requirerrmb have been met and supporting documentation is s tached. N a
requfromerd has not been met ettach an explanatba of why. At a minimum. a complete stonnwater management plan submittal Includes
a workshet for each SUP, design calculations, plans and specifications showing all BA s and outlet strucbxe details. a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submIW padcage hdfi result in a request br
additional Information and will substantially delay final review and approval of the proled
AMIlcants Initials
r r Level spreader Is at least 13 ft per ds for thick ground cover or grass or 100 ft per cis in canopied forest wbh lead
litter.
Is t Prue-Form Scour Holes are on lot slopes only
z No strums are located In protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
Bypass method is specified (d applicable) and plan details and Calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located In protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the reaponaible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected butter area
t;, / z'd Z9t7G%e:01 :World 2z:Go sow-eT-9nu
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : 5 V N tET rOI *! T E
Contact Person: 3oNrJ TEJC/ _ Phone Number. f 1 'r74 -/I?ls?
Level Spreader ID: _ 4 Z
Level Spreader Length 7 1t.
Drainage Area 0.4 ac.
Impervious kw 0.4 ac.
Maximum Filter StripBulfer Slope G %
grass
Max. Disch auge from a 10 Year Storm 1.3 cis
Max. Discharge to level Spreader I - S cps
Filter Strip/Buffer Vegetation G e wsA
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-side and off-ske drainage to the level spreader}
(6% for forested, leaf littler cower, 8% for flack groud cover)'
(thick ground cover or grass, canopied torest va ki fiber
groundww)
Pre4reatment or Bypass Metlod p2E -r&f&tMF_wr
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design req *ements have been met and supporting documentation is dtadhed. If a
requirement has not been met, attach an eugoharradw of why. At a n**mxn, a complete donroater management plan sulsllal includes
a worksheet for each BW design calculations, plans and specificafans showing all BMPs and outlet structure details, a detailed
drainage plan and a (idly executed operation and mairdenanee agreement. An the iplele submittal padcage wA result in a request for
additional Information and will substantially delay final review and approval of the project.
L icants Initials
3:T- Level spreader Ls at least 13 R per cis for thick ground cover or grass or 100 ft per cis in canopied forest v& leaf
fitter.
Is r Pre-Form Scar Holes are on flat slopes only
-rrNo structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method Is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraufically and q4 dy separate from the bypass
discharge.
No structures are located In prolecded buffers.
Plan details for the bypass and outlets are provided.
The operation and mairdenar ce agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the respons k party is provided.
Level spreaders in series can be used on slopes of up tb 15% in forested areas with leaf littler cower or on slopes of up to 25% in am
with duck ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This pownfi dy requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please complete the following information):
Project Name : _ S u oA er Po rr.9T E-
Contact Person: To NO rF-EL. Plane Number: (9111,7 11 - /kc_e-
Level Spreader ID:. U.3
Level Spreader Length p, 5- R
Drainage Area 2.0 W.
krrpervious Area '0,S- ac.
Maximum Filler StroSuffer Slope /o %
grass
Max. Discharge from a 10 Year Storm G . S cfs
Max. Discharge to Level Spreader L . S cfs
Fitter StriplButfer Vegetation G [ As S
Pre-treatment or Bypass Method f0?-F---fCEaSn?
1. REQUIRED ITEMS CHECKLIST
(w-sda and off-sb drainage to the level spreader)
(on-site and off-site drainage lo the level spreader)
(6% for bested, leaf littler cover, 8% for hit grout cover)'
(thick grorxd raver or grass, canopied forest with lof utter
gam)
Initial in the space provided to indicate the blowing design requirements have been met and supporting docunw4ation is ittac hed. 98
mqjkemnt ? e not
specifications awag all B and outlet ? plan subottal Includes
each BMP, design calculations, plow ?? At
a wakstwet structure de , a de WW
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vA result in a request for
additional iribma lion and will substantially delay final review and approval of the p *d
Applicants Initials
T Y Level spreader is at least 13 It. per cfs for lthidr ground cover or grass or 100 It per cfs in canopied forest mb leaf
litter.
ST Pre-Fan Scour Holes are on flat slopes only
T f No structures are located in protected buffers'
9 bypass method specified In ffhe Draft Level Spreader Design Option Document
Bypass nwMod Is speaTied (d applicable) and plan detals and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
disdwW.
No structures are locabed in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenarim agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responslole party Is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf k(ler cover or on slopes of up b 25% in areas
with thick ground cover or grass ft designed according to the Draft Level Spreader Design Option Docurent This pdentidy requires a
minor variance in protected buffer areas. In any event the second level spreader carrot be located in bone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WET
L PROJECT INFORMATION (please complete the foeming information):
Project Name : 50 as9T P01PITE
ConW Person: Z-atip Trz L Phone Number: (g!1 1 7 9 -/BsS
Level Spreader ID: _ &,4
Level Spreader Length Z 6 ft
Drainage Area . fo ac.
Impervious Area O • Z ac.
Mwdmum Filter Stripl6u W Slope i %
grass
Max. Discharge from a 10 Year Storm cis
Max. Discharge to Level Spreader I ,a ?l cfs
Filter StripBuffer Vegetation / 2ASS
(perperdiarlar b fi*
(onsile and off site draarage b the level spreader)
(onsile and off-site drainage b the level spreader)
(6% for bested, leaf littler cover, 8% for tuck grout cow'
(tick ground cover or grass, canopied best win kof lift
groundwver)
Pre treabnent or Bypass Method PeE-TJt!EAT?1f?J?'
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the blowing design regrdrements have been met and supporting docu nen"on is altar hed. if a
mqukwnernt has not been met attadn an explana6w of why. At a nhinirnun, a complete sbvmialer management plan aubmttal includes
a worksheet for each BMP, design calculations, plans and specifications showing A BMPs and pullet strucdxe debb, a detailed
drainage plan and a fully executed operation and maintenance age An inn replete subrift package VA "A in a request for
additional information and will substantially delay anal review and approval of the project.
Applicants Initials
S T Level spreader is at least 131 per ds for thicir ground cower or grass or 100 ft per cis In canopied sorest with leaf
itber.
3 t Pre-Form Scour Holes are on flat slopes only
TT No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Doaxnerht
Bypass medhod is specKW (if applicable) and plan details and c alculalbns are provided
Discharge to level spreader and subsequent filler *9 is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected butlers.
Plan decals for the bypass and outlets are provided.
The operation and maintenance aTeement includes annual erosion and weget itim repair.
The operation and maintenance agreement signed and notarised by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler coiner or on slopes of up b 25% in anus
with tibcic ground cover or grass N designed according b the Draft Level Spreader Design Option Document This pobtaiy requaes a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zane 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
L PROJECT INFORMATION (please cromplete the following information):
Project Name : Su,u.Se-1 Poi,,, f6
Contact Person: _ 1.0 ti. ) rcz [- Phone Number: t A 017 -1 1-,IA? r r
Level Spreader ID:.
Level Spreader Length Al tt
Drainage Area 2.1 ac.
Impervious Area 0.2 ac.
Maximum Filter StripSuf6er Slope %
grass
Max. Discharge from a 10 Year Storm 4.15 ds
Max. Discharge to Level Spreader .9 cfs
Fitter Skip/Buffer Vegetation W?A l c
(perpendaAar to now)
(on-site and offs to drainage 10 ft level spreader)
(on-site and off-stie drainage 10 the level spreader)
(6% for forested, leaf litiler cover, 8% for thick grouO cover)'
(thick ground cover or grass, canopied forest with Idf litter
gmundcover)
Pre-treatment or Bypass Method f l? - T9 EAT nE.?-r
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the folowarg design reWirements have been met and supporting documentation is ailtadred. Na
requkement has not been met, sMxh an eiplanation of why. At a minimum, a complete domweter management plan VAeA al includes
a worksheet for each BMP, design caiarlat'om plans and Wedficalions staving all BpfPs and outlet structure duels, a detailed
drainage plan and a fully executed operation and nwienance agreernent. An incomplete submittal padcage will result in a request br
additional infomution and wil substantially delay tint review and approwd of the project
Awlicanfs Initials
TT Level spreaderls at least 13 R per cis for thick ground cover or grass or 100 ft per cfs in canopled best wAh leaf
litter.
T T Preform Scar Holes are on flat slopes only
-11, No structures are located in protected Iwffers'
ff bypass method specified in the Draft Level Spreader Design Option Document
-Bypass method is specified (d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter ship is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe bypass and outlets are provided.
The operation and maintenance agreerrrent includes annual erosion and vegetation repair.
The operation and maintenance agreernent signed and notarized by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% in forested areas with led Rtler cover or on slopes Of up lo 25% in areas
with chick ground cover or grass ff designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any evert the second level spreader cannot be located in Zone 1 of a protected buffer arm.
DWO Project No.
DfVISION OF WATER QUALITY • LEVEL. SPREADER WORKSHEET
L PROJECT INFORMATION (please cornplele the Mewing Mornu ton):
Project Name : S u,- E T f 6 JA J T E -
Contact person: yoRL I T f_ CL_ Phone Number: (Ji 0711
Level Spreader ID: G
Level Spreader Length 4 7 R
Drainage Area 1.1 ac.
Impervious Area 0.21 ac.
Maximum Filter Strip/Buffer Slope (,. %
grass
Max. Disctnarge Mn a 10 Year Storm G c fs
Max. Dbdharge to Level Spreader 3 _S C. kds
filter Strip/Buffer Vegetation CBA. s
(pemend'ictilw to flow)
(on-site and off4te drainage to the level spreader)
(on-sale and off-site drayage bo the Imel spreader)
(6% for forested, leaf tattier cover, 8% for thick grocnd np Wr
(thick ground cover or grass, canopied forest with lei liter
groundcover)
Pre matmenb or Bypass Method AE-r[f rfifiiT'
REQUIRED ITBMS CHECIUM
Initial in the space provided to indicate the UoWng design requirements have been met and supporting doamrentsdon Is x1ached. Ifa
requhement has not been met; atbedr an expluradbn of why. At a mWaiuhh, a complete dmmvdw management plan subrdital includes
a worksheet for each BMP, design cdailaboM plans and Specifications slroWV ail BMPs and outlet structure detds, a detailed
drainage plan and a fully executed operation and maintenance agreement An k=0`010 at>imft package Will remit In a request br
additional krfwmation and will substa ndally delay final review and approval of the project.
Awlican% Initials
;r r LeW spreaderls at bast 13 R perils for thick ground cover or grass or 100ft per ids to canopied toner nvklh loaf
Kier.
T Pre-Form Scam Holes are on flat slopes only
x I- No structures are located in protected buffets'
If bypass nvdod specified In tike Draft Level Spreader Design Option DoamhertC
Bypass method Is specified (if applicable) and pram detais and cakuk6ans are provided
Discharge to level spreader and a bseWerht fitter strip is hydraulically and spatially separale from the bypass
discharge.
No structures are located in protected butlers.
Plan details for the bypass and outlets are provided.
The operation and rnalrdanance agreerrowtk indrdes annual erosion and vegetation repair.
The operation and m*tlenanm agreement signed and notartaed by the responsible party is provided.
Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf Wer cover or on slopes cup b 25% in areas
with thick ground cover or grass ft designed aocordmg to the Draft Level Spreader Design Option Doamretd. This P )r requires a
minor variance in protected buffer areas. In any event the second level spreader carrot be kxatled in. Zoo 1 of a protacie buffer area.
t7/2 'd L9t769t78:01 :WOd_? 22:60 S002-8ti-onu
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please kx„nplele the following infomnalion):
Project Name : SuyfEr Po..J7'B
Contact Person: To K L) TEE[_ Phone Number: f It 1) :11 Level Spreader ID:. #I
Level Spreader Length &
Drainage Area ac.
knperAous Area A,7 ac.
Maxdmum Fit u Strip/Buffer Slope G %
grass
Max. Discharge from a 10 Year Stem / I3 ds
Max. Discharge to, Level Spreader /S-3 cis
Filter StripBuffer Vegetation 6 QAAX
(perpm&QAar to flow)
(mole and off-310e drainage b the level spreader}
(on3ile and off site drainage to the level spreader)
(6% for forested, leaf tiller cover, 8% for thick grout cover)'
(thick ground cover or grass, canopied forest vft Ied idler
gar)
Pre4reatnwnt or Bypass Method & E -TtF_ATQ rjJ 7-
9. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting doamrentalion Is tdiadhed. ffa
requirement hw not been me& attach an ejfanafbn of why. At a n>irdthu m. a complete stommuter managernent plan suuolai includes
a worksheet for each BW design cdculafions, plans and specifications dmyvig 9 BAfPs and outlet structure, dew a detailed
drainage plan and a fully executed operation and maintenance agrearned An i cormlete mbnkW padmge wit result In a request for
additional InformMon and WO substantially delay final review and apprwai of fie projed
wicanb Iniltals
T _r Level spreader is at least 13 t per cis for thick ground cover or grass or 100 it per cis In canopied foest vAh leaf
kler.
TT Pre-Form Scour Holes are on Iiat slopes only
-No structures are located In protected buffers'
0 bypass rnethod specified In the !raft Level Spreader Design Option Document
-Bypass method is spedW (if applicable) end plan debark and u k illati, sae provided
Discharge to level spreader and subsequent fUW strip Is hydnaufically and spatially separate loom the bypass
discharge.
No structures are located in prolecled buffers.
Plan details for the bypass and outlets are provided.
The operation and rmadr?lenanoe agreernent includes annual erosion and vegelation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
• Lave) spreaders in series can be used on slopes of up to 15% in forested areas with leaf Mw cover or on slopes of up b 2596 in area
with rack ground cover or grass If designed according to the Draft Level Spreader Design Option Gomm t. This potentialy 90es a
minor variance in protected buffer areas. In any event the second level spreader carrot be k>caied in Zone 1 of a pkuieckd buffer area.
t7/t;,'d L9t769t7e:01 :WONJ 22:60 S002-8T-!Dnu
Page 1 of 2
WAKE
COUNTY A?a?nrt?r ?r
Parcel Number: 0750822422
- Map created on 8/1112005 1:39:06
REID:
OWNERI:
ADDR1
ADDR3:
DEED BOOK:
DEED PAGE:
DEED DATE:
DEED ACRES:
BLDG VAL:
LAND VAL:
BILLING CLASS:
DESCRIPTION
MAP NAME:
PIN NUM:
PIN EXT:
CITY:
PLAN JURIS:
TOWNSHIP:
YEAR BUILT:
SALEPRICE:
SALEDATE:
TYPE USE:
DESIGN STYLE:
UNITS:
LAND CLASS:
ZONING:
OLD PARCEL NUMBER:
ADDRESS
ST NUM:
ST MISC:
DIR PREFIX:
ST NAME:
ST TYPE:
DIR SUFFIX:
0282607
PERRY BROTHERS
DEVELOPMENT CO INC
5600 ROCK SERVICE
STATION RD
RALEIGH NC 27603-9371
11309
1570
4/13/2005
21.02
0
315300
CORPORATE LISTING
LT 3 PROP CHARLES G
IRVING HRS BM00-1441
075004
0750822422
000
HOL
HS
HOLLY SPRINGS
0
0
Vacant
0
VACANT
R-10
719-00000-0000
0
SUNSETLAKE
RD
http://imaps.co.wake.nc.us/imapslprintrnap.asp?pin=0750822422&pinext=&minX=2056651.08553398&minY=700671.730769... 8/11/2005
B
N lr
lr o
Project No. Figure 1 - USGS Map

Sunset Pointe
Project Mgr.: Perry Brothers Development
Jason Payne Wake County, NC
Scale:
1" = 2,000'
08/10/05 Apex Quadrangle
Dated 1993
Soil & Bnvir+o:
11010 Raven
NC
PA
1" = 1,320'
08/10/05 Wake County Soil Survey
Sheet 83; Issued 1970
i
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
- 1 IMPAC PIPES AND EROSION CONTROL DEVICES MAY VARY
# #1 IMPACT TO BETTER CONFORM TO FIELD CONDITIONS.
uN LINEAR FEET OF STREAM 135 LF
STI STREAM IMPACT AREA 270 SF, 0.01 Ac.
A 724 SF 0,06 Ac. ALL WORK AND MATERIALS SHALL CONFORM TO WETLAND IMPACT ARE 2, ,
® IN1 UFFER AREA ZONE 1 4 692 SF THE STANDARDS AND SPECIFICATIONS OF THE ® INTERIOR B ( ) ,
EX EXTERIOR BUFFER AREA ZONE 2 2,668 SF TOWN OF HOLLY SPRINGS. THE CONTRACTOR ( ) SHALL OBTAIN A COPY OF THESE STANDARDS
q2 q3 10+4 .80 L-4 1 . L . A.1 + 1.88 L-4 1 . PRIOR TO CONSTRUCTION.
TBOC ¦ 440.49' T80C ¦ 440.01 INV. IN ¦ 438.70' INV. IN ¦ 436.00'
INV, OUT ¦ 438.50' INY. OUT ¦ 435.80' C-3
P1 STA. 15+85.3 f L-1 STORM SEVER -PIPE CHART Q~~;
SEE SHEET 9 FOR o = 20'25'17" PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT SIIE~ SIZE AREA CFS FEET )i IN OUT LENGTH 1NDTH D50 uNING
L-4 R = 300.23' Ac ~ ~
q 1 T = 54, 08' A.t+ -1 ~ PB CI L=107.01' A 15"RCP 0.41 1.92 36 0,83 437,0 438.7 8 15"RCP 0.54 2.81 28 1.79 438,5 438.0
TBOC ¦ 441.18' A.12+1 .44 - 1 . INV. OUT ¦ 437.00' TBOC ¦ 437.58' ~ 1 C 15"RCP 0.86 3.30 32 8.13 435.8 433.20 D 15~RCP 0.70 3.50 242 8.40 433.0 422.0
INV. IN ¦ 433.20 CI INY. OUT ¦ 433.00' E 15 RCP 1.1 J 5.28 1.25 421.8 421.5 F 18"RCP 1.37 8.74 140 2.38 421.3 418.0 8.0 4.0 6" 18" CLASS B
A,13+ 4. - 1 . LT. ~ CI 7 q. INTX. STA. 11 89.88 L-1 „ " TBOC ¦ 426.17 SEE SHEET 1 D FpR c 15"RCP 1.01 4.22 24 0.83 414.7 414.5 L-,j H 15"RCP 1.17 5.18 40 1.25 414.3 413.8
STA. 10 0 L-4 8X4 TEE ~ S A.18+18.87 -1 1 . INV. IN 42200' ~ R 1HOC ¦ 417.84' 8 CKING INV. OUT • 421.80' ~ INV. OUT ¦ 414.70' CI 12 r I 16"RCP 1.56 7.A3 38 10.0 413.8 410.0 8.0 4.0 6" 18' CLASS B
0 P ~ g F F ~ „ A. + - 51 PUBLIC R W J 15"RCP 0.69 1.92 78 2,82 418,0 413.8 TBOC ¦ 425.70' , K 15"RCP 0.30 1.87 84 4,52 420.0 418.2
~PR DER 11~ 12 X TEE ~ INV, IN ¦ 408.6' v 0 ING WITH HEADWALLPIPE q, INTR. STA. 17+88.90 L- BBL ~ P D STA. 10+00 L- INV. OUT ¦ 421.00 CL INTR. STA. 20+55,89 L-1 " L 15 RCP 0.18 D.89 36 2,22 421.0 420.2
D b' ~ w WETLAND 1 ACT O Q ~ H 12 00 ao 13 Do STA. 11+42 L-3 M 15"RCP 0.28 1.15 24 2,08 432.0 431.5 0 N 15"RCP 0.52 1.38 30 9,33 431,3 428.5
~ j IMP CT ~,1 ~ ~ Do 0 15"RCP 0.10 0.69 24 L25 421.0 420.7
GG` 0 ~ ¦3 7 ~ ~ 93'46'2 P 15"RCP 0.39 2.37 150 7.0 420.5 410.0 " "TEE Q 15"RCP 0.49 3.05 90 7,33 409.8 403.2
P ~ Q 3'3' n oo MH a MH o0 19 00 8X8 R 15"RCP 0,82 4.77 80 8.0 403.0 398.2 9 2 0o H 6 /BLOCKING S 18"RCP 1,53 8.15 38 1.39 398.0 397.5
1 3 „ 8342'1 9 83'42'1 Q T 15pRCP 0.68 2.90 18 4.34 400.8 397.5 I U 15"RCP 0.88 399 100 ~ 10 3913 3970
~ w I FIEH NT V 24 RCP 2.79 1 28 5
SEMI ~ 4 ~ - W 24;RCP 3.04 13.2 40 7.0 398.8 394.0 X 15"RCP 0.67 2.64 98 0.5t 394.5 394.0
N D M CI 11 Y 24 RCP 3.77 16.4 34 0.59 393.8 393.8 A. + _ Z 30~RCP 3.95 19.4 100 3.40 393.4 390.0 20.0 8.0 13~ 24~ CLA55 1
~ ~ $ # a FIRE RAT ~ -FI N ASSEM v ~ 0 ~ ASSEMBLY '~y N SA.1+4. L-11. IV. T¦410. TBOC ¦ 424.3' AA 48"RCP 22.1 81.2 80 1.90 408.8 407.5 32.0 12.0 13 24 CLASS 1 INV. IN ¦ 420.2D B8 24"RCP 3.52 i7.J 40 7.8 4~T8.0 433.0
TBOC ¦ 426.17' WE1LA IMPAC WITH E.S. Q~ ~ INV, IN ¦ 421,60' INPAC ? NV. OUT ¦ 407. q EE INV. OUT ¦ 420.00' CC 24 RCP 3.78 17,9 40 0.8 432.8 432.8 C- SEE SHEET 10 FOR DD 3o~RCP 4.91 25,8 30 0.87. 432.4 432,2 " $HE~ XB TEE EE 30 RCP 4.95 26,0 50 0.80 432.0 431.7 20,0 8.0 13 24" CLASS 1
1~ ~ INV, OUT ¦ 421.30' A.18+ L- 1 . S 6 HE 3 (P 3 8 WITH H ET 9 f 2 M TBOC ¦ 417.91' -'1 ~ 9 F~,q W/9LOCKING L-3 NOTE: PIPE F,I,Z,AA AND EE SHALL HAVE F.E.S. AT OUTLETS
C7 PR~ ~ INV. IN ¦ 413.80' ~ , S n C-1 l~ n INV. OUT ¦ 413.60 r 51 PUBLIC R/W PIPES CALCULATED BY RATIONAL METHOD
~ ~ ISSIPATOR ~ PUBLIC ~ ~ o qo R c1~ a~ ~ P1 STA. 10+92.77 L-1 PAD pUe(/C Tc ¦ 5 MIN. ID R n•0.013
~ ~ = 412514 1 + n~~ Q , ~ TBOC ¦ 419.98 1.1 + . 3 L-1 1 . )C ¦ 419.98'
5 JO V R " 200.00 C-2 INV. OUT ¦ 418,00' / C_4 INV. IN ¦ 418.2D v ~ ~ INV. OUT ¦ 416.00' P + Q T = 75.61 WITH F.E.S. / . IN ¦ 418.2D' . OUT ¦ 418.00' •
~ L = 144.59' Pl STA. 13±21N63 L-1 ~ P/ STA. 16±7134 L-1 ~ ~ = 12'35 28
5 ~ = 07'50 46 R = 300.00 R = 300.00
T = 20.57' 100' NEUSE RIVER RIPARIAN BUFF R T = 33.10'
L = 41.08' MEASURED 50' FROM CREEK L = 65.93' = 11+69.8 K ON BOTH SIDES. ~ ~ r PVI STA BAN , NOTE:
~ ~ PVI ELEV = 441.00 WILL BE PLACED AT A IINNNWM OF 18" ABOVE 1FiE ~ SEWERUNE
c ~ A.D. _ -6.31 5~ 48' PEE AT 1FE CR0891NO. THE SEWERLINE WILL ~ DESIOI~D r WITH 1HE CONSIRUC'110N DRANIN6S,
PR K 30.10 PVI STA = 13+00.5
PVI ELEV = 431.00
~ ao A.D. = 1.64 ~ ~ ~ K=30.47
L1 EW FO PLAN VI + M 50.00 VC
N
I I~
442 - ~ w co
N N M
440 ~ N ~ ~
438 ~ ~ o
~ -P~- o,
N 436 c w ~ K = .00 436 i
~ N ~ I
434 ,s w \ ~ 34
_ ~ i 32
\ _ i
' 432 0 \ ~ ~
30 I~ ~
430 N A d' d' th J ~
w ~ 28
428 u > d MIN. ARA110N
I ~ r ~ ~ 426 U W 1n ~
426 • ~
~ NOD t0 'f/ d' + 424
424 - + N~ ~ Nj \ti~ II ~tll - I. `
a'' ~ / ~rnp 422
422 1n~ \ti rn ~ Z~ ~ 0 ~ ' N
SEPA ATION ? Z 1 ~ ~ 420
420 a a a t 1
I~ / ~ ~ z 418
418 i t3 r =
+ a V= 414.6' ' 416
416 IPE GG ~ ~P~P ~p1P
1 4T 4
414 ~
j LF. AN. ~~uuuw 412 bti
412 ~N OARS O~.f"' ss
N o 0 0 TOP OF H ADWA ,roFE ~o 1 ~ ,Q~-
L V. = 2.0 410 + r1 r1 ~ 4.0 I
y .-.f-I~~, a PIPE AA y SEAL 1 ~ 0 0 22024
~ I v. our •407.5. 4 408 ~ ~ 408
M o + O NQINE~ Q•~~~` d ~ ",,yq ~c`~~
~~.zz 406 406 r9~F(, 't ~ NF- ZZ~ I It
~ RV Y 404 ENGINEER AND SU E OR ~a
404 ' ~ MIKE STEWART HERB PROCTOR /
~ ~ ~ ~TO LOW FOR AQUAl1C IFE PA IC IFE PASSA E - 402 319 CHAPANOKE ROAD ~ 3l os
402 RALEIGH, N.C. 27606
400
400
396 t
398 - - - -
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS - 396 AND THE ADOPTED ENGNEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS.
396 _ DATUJf ELEV THESE PLANS WERE PREPARED IN CONFORMANCE VNTH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR
986 00 BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
M M MM C1 d' rM ON M~ a0~ •;N r~ m r N co o ~ STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. r` ~ 01 M ° ~ r N r ~ °1 ~ ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY
' IG CO M '00 .0 00 ~O Oil M c0~ ~ t0 In ~ ~ ~ ap ~j CV ~ 01 ~ GD o r ~ I~ N ~ O~ ~ M fM dN ~N ~N d' F ~ f t0 N ~ c~v N' N N ro7 n M ° M N DN SHEETS OF THESE DRAIMNGS. ~N ~N ~.N d.N ~M
t ~ ~ d V' ~
11+00 12+00 13+00 14+00 15+00 16+00 17+00 n+oo 1 e+oo 1 s+oo 20+00 SHEET 8
- 0 T R Y ANS FOR STEWART PR C 0 ROADWA PL
ENgNEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 106
RALEK81, NC 27603 FAX a n9-166, SUBDIVISION TEL [phone]
DATE:- 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
PB-SUNSET SCALE 1"=50' DRAWN BY BLM WAKE COUNTY A. B. PERRY
DWG. NO.
PB-SUNSET REVISIONS. ZONED: R-10 P.I.N. 0750.04-82-2422

UANTlTY AND PLACEMENT OF DRAINAGE LOCATION, Q ,
PIPES AND EROSION CONTROL DEVICES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
1
ALL WORK AND MATERIALS SHALL CONFORM TO 2 TEMPORARY IMPACT
THE STANDARDS AND SPECIFICATIONS OF THE
TOWN OF HOLLY SPRINGS. THE CONTRACTOR LINEAR FEET OF STREAM 20 LF SHALL OBTAIN A COPY OF THESE STANDARDS WETLAND IMPACT AREA 6,160 SF, 0.14 Ac.
PRIOR TO CONSTRUCTION. ® INTERIOR BUFFER AREA (ZONE 1) 1,203 SF
EXTERIOR BUFFER AREA (ZONE 2) 804 SF
I
100' NEUSE RIVER RIPARIAN BUFFER {
MEASURED 50' FROM CREEK BANK,ON BOTH SIDES. 1
w ~ P~~ ,5 /
? N ~ ti~
? ~ ~ a •t. ~ ~ ~ o. °
~ ~ ~ P
1J O ~ 9 9 ~ ~ 2 ~Q~ ~ 2 ~ t
E~ k ~ ti / ~ 5~ i
p ~ ~ ~ ~ /
~ / N ~ ~ EXIS ~ TIP ~ ~ ~ He EXISTING
N ~ I sl , H ` ~ = 392 I .1= 5 ~ ~8 5
~ 1 FI ~ + v. ~ ~ s fl V, UT= $ .05 s~
~ ~
ONE 2 MH#14 / Z o.
Q ~ o '~--s,~y_ ~ ZO E 1 I p~H#16 9 9,~
~ ONE 2 1 ~ \ PRO " ~ i
E ' ~T , .~j--.MH#1 2 •
1 S J~`S,~` p 0 SF s h ~Sq j
9ti 1 1 PROP. s N . SF
1 "SAN. SEWER F,y p F O R 0 R
N 1 ~ 0 SAN. SE R Fti~, it
1 EASEMENT ~ N f
1 s~. s F
N ~ WTAD I ~ I
I C
S~ ~
S~
I
TIE INT EXISTING
A Hp~ I = 389 0 i
i N . IN= ~8 0 ~ NV. OUT= .54 !
OR SSL- 7 E F VI W PLAN I
i
s
400 i
0~ _
398 - _
396
394 -
39 ~ - ..__.r.._.._._._. I
390
388 -"j i
I
386 \ a. _
+ M ~ ~ - _ . _
384 r M I
_ -1
N~ ~ X130 LF. P, N. _ _--f 382 _ ~ ~ F, e" p ~ J N
~ ~
t?-3? N E CASE IN ~ 380 ~ r O
~ C NCRETE ~ r N s
i Q
378 --J M ~ r ~ ~ ~n F-
G ~_.__r.. Oi C
378 - ' L.~..._._.___.. ~.ll. ~ zo ~ - ~JZ M Oi Z~O~ c
~II~jM u
374 ~ ~ raj ~ a~
_ ~ ; FWZO r
372 - N w ~ z z ~
~ - - 4N CARS ,,~`ao~r s
DATUM BZd'Ir 37UA0 ~ ~'oFE so ,
r ao !Q~' 00 ~ - i SEAL ~ }
t o co 00 0 ~ m co P iA cV of ~ GO 0~0 0~0 ~ OD 0p ~ ~ i 22024 ~ i
I~ M M M M M M M M M M M M % t 5 I~ F ~ ,
O,C~ hQINE~ Q~. I yq
Fl St
10+00 11+00 12+00 13+00 14+00
OR SSL -1 0 VIEW F PR FILE I
i 4~ ENGINEER AND SURVEYOR ~ 3
MIKE STEWART/HERB PROCTOR
319 CHAPANOKE ROAD
RALEIGH N.C. 27606
SHEET 10
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVEYING E
319 CHAPANOKE ROAD SUITE 106
RALEIGH, NC 27603
xi an no_~aa~ ~eY oto 77o_~aRt SU~DIV/SION
THIS PROJECT SHALL BE CONSTRUCTED CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS
AND THE ADOPTED ENGINEERING DESIGN THESE PLANS WERE PREPARED IN CONF( CONSTRUCTION STANDARDS OF HOLLY tPRINGS. JEERING DESIGN AND PARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
APPROVED BY THE TOWN. FURTHERMORE BELOW THIS CERTIFIES THAT THE TOWN i 1. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET iAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
STANDARDS HAVE BEEN THOROUGHLY RE THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. SCALE 1"=50' DRAWN BY BLM WAKE COUNTY A. B. PERRY
SCALE: 1 50' (HORIZONTAL) ANY PROPOSED EXCEPTIONS OR DEVIATI( 1 " = 5' (VERTICAL) ON SHEETS OF THESE DRAWINGS. )NS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY DWG. NO. DRAWINGS. PB-SUNSET
REVISIONS: ZONED: R-10 P.I.N. 0750.04-82-2422
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-H CAROLINA
9
LOPMENT L.L.C.
5600 ROCK SERVICE STATION ROA[ RALEIGH, NORTH CAROLINA 27603 ~TION ROAD NA 27603
IMPACT SUMMARY TEMPORARY EMPORARY /MPACT SUMMARY
IMPACT TYPE Ft' LINEAR Ft. IMPACT TYPE TYPE Ft LINEAR Ft. ' ~V~
LOCATION (CH AND WL) (CH ONLY) LOCATION J (CH AND WL) (CH ONLY) -
1 CH 270 135 2 CH ~H 40 2~ A~~ D
1 JW 2724 - 2 JW JW st6o - 3l ?005
1 NB Z1 4692 - 2 NB NB Zi 1203 - ~^w-w~
Z2 2668 - Z2 804 - ~~'~~~R 3UfFER IMPACT 2007 -
TOTAL BUFFER IMPACT 7360 - TOTAL BUFFER IMPA~
T07AL ACREAGE TO BE DEVELOPED 27.04 Aa
TOTAL IMPACT S MMARY (ARY ~X-P 4 S - ~ 5 2 g T07AL NUMBER OF LOiS 46 OPEN SPAC£ 5.50 Aa
IMPACT TYPE Ft~ LINEAR Ft. LINEAR Ft. AREA IN STREETS 2.91 Ac.
LOCATION (CH AND WL) (CH ONLY) CH ONLY) L/NEAR FEET IN STREETS 2536
1 CH 310 155 155 AVERAGE LOT S/ZE 11,960 sf
2 JW 8884 - PROPOSED ZON/NG R-10
3 NB Z1 5895 - MINIMUM LOT D/MENS/ONS LOr WIDTH. 70' '
Z2 3472 - _ LOT DEPTH: 100'
TOTAL BUFFER IMPACT 9367 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
e~O
20 oFessio,~'y~~ CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
r ' ,ee SPECIFICATIONS OF THE TOWN OF HOLY SPRINGS TO REFER TO DURING
~4 ~ CONSTRUCTION OF THE PROJECT.
an
n`£~ FNp~NEEp P~'~ CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
~4~ag+++~~~E«,,,. GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
APANOKE ROAD 319 CH ` THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
A EIGH NC 27603
RL , ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
Tri n~ n ~~n ~ Q~~ C A Y D1 ~ 77Q.1 FF1 ~ CH AI I RF IAI GCCf1Rh C~ICF WIT4! THE TfIWN (1F H(11 I V CPRIN C:C SFIIIAAFNT
ICL, yl~ ll~ IUJJ inn
NOTE: AND EROSION CONTROL ORDINANCE.
PROJECTED SEWER USE
46 LOTS X 3 BEDROOMS X 120 GPD/BEDROOM x16,560 GPD
t.

I

_u..~~-- _ WEIR
GE STORAGE BASIN SIZE NTS M DRAINAGE STORA LENGTH R CUSTO PROVIDED W x L x D
r AREA Ac.) REQUIRED BASIN ~ , a 0
sT L SPREADER 1 0 FACTOR LENGTH LEVE a 1 , 34x5 SPREADER o' u' e' ~ 2295 CF 2448 CF 18 x -~,.r 1.26 0'
BASIN DRAINAGE AREA C 110 FLUSH CUSTOM 55 i I ~ r~+ CB #1 667 CF 10 x20 x5~ 1 ~ 0.37 667 CF ~ p'
0.45 7.2 4.21 CFS 13 1 ~IZ~N~V'W i L3 AC, 7.2 1.30 CFS 13 , r „ CB 2 F 3872 CF 22 x44 x5 1 , 1.95 3531 C ~ ~ ' 10 CB 3 ggg CF 1104 CF 12~x23~x5~
2 0.4 AC. 0.45 6.50 CFS 13 85~ CL ® CB 4 0.55 4 CF 14x29 x5 10~
AC. 0.45 7.2 26, 3 2'0 0,45 7.2 1,94 CFS 13 89 4 0.6 AC. p,45 7.2 6.80 CFS 13 4T NT p,g 1447 CF 162 , , , GRADE POI CB 5 48 CF 16 x32 x5 10~ 1.06 1924 CF 20 PA CB 6 F 30'x6 'x ' 10,
5 2.1 AC. 0.45 7.2 3.56 CFS 13 173' 7442 CF 7800 C ~ ~ 3 S°~0C TYPICAL CROSS SECTION FOR B 7 4.1 CF 10 x15 x4, 10,
g 1.1 AC. 0,45 7.2 13.3 CFS 13 7 4.1 AC. e.4~n9.oc C p,2 363 CF 450 10 c • ~ ese.oc CB 8 1452 CF 1624 CF 14x29 x5
p . e• Aec CB 9 0.8
I
1 / / E
/ ~ / / ~ I
~ ~ / / ~ ) E IN / I
/ 1 /
~ ~ QQ ~ , I
~ ~ ~ 5 / P R AD , /
~ / / /5 i
N/F i ~ ~ I ~ i I
H 1 / oLK lulu c / / M# i D.BZ 908 G, 8 4 / / / ! I
11111, C CAN1_ / 1~1 5 I /
X11 ~ ti~ , r i ~ I I
SON 111 ~ ~ USE RIVER ~ ~ I ~
~1 ? i' ~ ~ 111 MN~ O E FR CREEK ? M ED 5 S. ~ BA K ~ R D
K ~ PRO ~ Np i ~ wR p~
~ ZONE 1 . ,-~z~ \ / CL OF i ~ - / / ~ ~ ~ ONE 1 , O j I ACT I N ~ ~ ~ ~
1~ .1~1. N/f 4~
ONE 1 TLA . ~ ENCE
MAC ~ ~ / Z~ G' PG. , ,
~ 0 SAN, R 1 I phi ti~ D B 10 PI E J
ZONE ASEMENT / ANNA CURRIN ~ ~ ~ ~ 0
~ 98, P0. 590 ~ I t / ~ ~ ~
- - ~ ? RE EN ~ • R I
I o
~ • i ~ 1 7 APE U E ` ~ . CB# L D ~ , I wv IPE A t`
ti o w i ~ ~ 'tv w ~ ~ 4 0 ~ ~ + ~ ~ W E ~ C
2 ' ~ IN N N E V 1 ~ ~ ~ ` R A R
~ ~ O ~ i I ~ I ~ R
23 r2 ~ ~ ~ ~ ° '
1 e ~ 111 \ • ~ ~
• 2 '0
N/F NY ~ ~
985 PQ 1 2 z : R-~ ~ _ • - - -
RE OND ~I
P ~ E: 1 = 50 0 SCAL d ' 0 11
OPEN SPACE V 31
/ 218,235 sq.ft. D A
Y IMPACT 20, 0 1 E 0 / 1` 5.01 acres
STREAM 20 LF 11 LINEAR FEET OF 0,14 Ac. N~
O IMPACT AREA 8,160 SF, oY RE ~ ~ ~ WETUN SF , , 1 i
INTERIOR BUFFER AREA (ZONE 1) ,,203 0 1 , ® F ~toNED: ~ 1 i
EXTERIOR BUFFER AREA (ZONE 2) 804 S ESIDENII 2 I 44 0 I F V
1 1 0 ELISE RIVER RIPA N OF M ASURED 50 FR ~ EE ; CALE: 1 5 S
I BANK,ON BO DES. , I i
I ~ 1 IMPACT
~ 1 ~ ~ FEET of s1REAM~ » ~ Ln+EAR
Y REYN 0 .1111 STREAM IMPACT AREA 270 SF, 0.01 Ac. I
:°"m` R- 1 ' i WETLAND IMPACT AREA 2,724 SF, 0.08 Ac. 4 892 SF
/ .a ~ I INTERIOR BUFFER AREA (ZONE 1) , ® 2 2 888 SF
/ ~ I ONE ~ , ' EXTERIOR BUFFER AREA (ZONE ) ,
~ ~ I I
/ • 11111 CB 5 ~
~ i I 3 ~ 33 ~ - ~ 16 I 3
? N
? ~ IFROY REYN ` ~ ~ # NOTE: WILL BE PLACED AT A MINIMUM OF 18 ABOVE THE ~ $EWERUNE EWERUNE WILL BE DESIGNED
~11111r~~~ ZONED: R-30 ~DENTIAI B 1 CB 1 0 N SPAC 48 PIPE AT THE CROSSING. THE S
~ / 21 , 35 sq.ft. NTH THE coNSTRUCnoN DRAWINGS.
V ~ 5.0 acres
R ~ UM OF S R8 CE 1 ~
~ i X11 1 111 1111 1111 ~ R 1 1 1 1 NO
3 2 11 , 1 1 g N~ 14 1 1` % ~ TRUCTED TO NORTH CAROLINA , _ TS WILL BE PUBLIC AND CONS
E LEE MANCUM ~ 5 x50 x GR ALL STREE S 1 F TRANSPORTATION STANDARD ONSTRU TION DEPARTMENT 0 F HOLLY SPRING.
1985 PG, ,884 ` ~ L_ ` V ED: A-JO _ PROVIDED BY THE TOWN 0 NTRANC -WATER WILL WILL BE
W r ~ T1Al 11 0 Q'~ Y TOWN OF HOLLY SPRING. _ SEWER WILL BE PROVIDED B ~ SANITARY OL MEASURES WILL BE
Y SPRINGS EROSION CONTR -ALL TOWN OF HOLL
N/F ~ p ~ N/F - PE B R ANGUM 5 WITH DURING CONSTRUCTION ~ COMPLIED BE COMPLIED WITH
~ R .M. 19~ 383 ~ N B 9 Z JO ~ N uM ~ ~ OD HAZARD REGULATIONS WILL M N 2 -ALL FEDERAL FLO
Z M I' n a N G CONSTRUCTION TED M r- 4 DURIN PPROVALS SHALL BE SUBMIT
N~ NGUM Z ~ 3 TE AND LOCAL GOVERNMENT A - ALL STA AL PLAT APPROVAL z UBDIVISION OFFICE BEFORE FIN
FR ~ TO THE S PHY MAPS AND } - - - FROM WAKE COUNTY TOPOGRA ~ - TOPO TAKEN OR QUANTITY TAKEOFFS.
5 e.M. ,985 PG. #z ZONED: R- RESI AL 1 USE EXTENSIVELY FOR DESIGN SHOULD NOT BE
CB# 6 sa o5 oa ~ 0 _ TERVAL IS 2'
s ~ CONTOUR IN LL AREAS 5o B 2 , S SHALL BE PROVIDED FORA ~ { JAM wusoN oP E Bu -DRAINAGE EASEMENT N THE
N/F TILIOTHY SANDIA N~ PG. TS AND SHALL BE SHOWN 0 NDIA B•"' ~ RAINING 4 ACRES OR 4 LO iMIOTHY SA . s- D E FINAL PLAT, AFTER
~ B.M. 1999 PG. 8B8 d. 1999 PG. 8B8 RESIDEN TION DRAWINGS AND ON TH R-so / CONSTRUC N FIELD VERIFIED aN~ DETERMINED AND HAVE BEE
SCA R P R n SUCH AREAS CAN BE AREAS N T DESIGNATED AS UTILITY
_ NT COMMON OPEN SPACE 0 PERMANE ESIGNATED AS
I HEIR NATURAL STATE AND D SHALL BE KEPT IN T DED AREAS. ATION OF NATURAL AND W00
I I AREAS FOR THE CONSERV CONSTRUCTION PROVAL IS REQUIRED BEFORE
I - CONSTRUCTION DRAWING AP JECT MAY BEGIN _
ON THIS PRO ILL BE FIELD ES AND STREET LIGHTING W 1\ THE
- LOCATION OF STREET TED TO ELIMINATE CONFLICT _ VE n COORDINA A PRESSURE REDUCER VAL
I ~ I _ VICE SHALL BE EQUIPPED WITH
THE FOLLOWING PLAN WATER SER ALL BE CONSTRUCTED IN ACCORDANCE WITH pARDS OF HOLLY PRINGS. PRIVATE SIDE OF THE METER THIS PROJECT SH G DESIGN AND CONSTRUCTION STAN Y PLAN ON THE
/ ~ "1- AND THE ADOPTED ENGINEERIN ONFORMANCE WITH THE APPROVED PRELIMINAR RE APPEAR _ PLAN TO BE DONE BY CP&L SE PLANS WERE PREPARED IN C INEER WHOSE SEAL AND SIGNATU LIGHTING ECOMMENDED AT THE RATE THE THE TOWN. FURTHERMORE THE ENG NEERING DESIGN AND CONSTRUCTION F LAND DEDICATION WILL BE R
LEGEND APPROVED BY T THE TOWN bF HOLLY SPRINGS ENGI TICULAR PROJECT. -FEE-IN-LIEU 0
i ~ypNi, ' V 41aNp BELOW THIS CERTIFIES THA LY REVIEWED FOR APPUCABIUTY TO THIS PAR ALLY 0 PER LOT. ; HAVE BEEN THOROUGH ARE LISTED SPECIFlC OF X874.0 THE RESPONSIBILITY ;tp STANDARDS VIATiONS FROM THE STANDARDS PACE AND POND SHALL BE
~ ~.-STORM SEWER PIP ~ ~ i Q F~ Ip Ny <i`~ PROPOSED EXCEPTIONS oR DE -MAINTENANCE OF OPEN S ANY OF THESE DRAWINGS. ASSOCIATION. TS ER
' : ~ a~ ON SHEE OF THE HOME OWN ~ DEVELOPER ,O,W, - 5 RADIUS ALONG THE R
DIVERSION DITCH a s ~ SEAL ~ ;c US CALCUlAT10NS _ T INTX. SHALL HAVE A 2 L ESTIMATED IMPERVIO Y DEVELOPMENT ALL STREE ~ E.O.P. ;c PERK RADIUS ALONG THE
_ - LT FENCE 224 f ~ SI ~ - .a .1.86 AC. _ T INTX. SHALL HAVE A 30 { - c. IN R W VICE STATION ROAD ALL STREE ~ A ~ 5600 ROCK SER
AC. IN LOTS = 4.22 AC. SHEET 4 LOT LEIGH N.C. 27603
T FROM T.O.H.S. ONSTRUCTION ENTRANCE aIN,,.~' ADING PERMI GRAVEL C ~y 1. OBTAIN GR qF ~ ~ BASED ON 4000 SF PER ) RA , ~ Ac. OPEN SPACE . ,Og AC. RAINAGE AND
ING DEPARTMENT• ~ ENGINEER wous 6 RELIMINARY D u~ TOTAL IMPER P
• TOWN OF HOLLY SPRINGS 2, CONTACT DONUT AN FOR -PROCTOR CONTROL PL TEWART EROSION S
~ INSPECTOR FORA GRAVEL ~ ENVIRONMENTAL NGINEERING and SURVEYING E
-CONSTRUCTION MEETING. SECT. PRE PHIC UTILITIE , ) CONDITIONS (TOPOGRA CUSTOM BASIN ANOKE ROAD SUITE 108 HIC SCALE 319 CHAP
ALL E%ISTING p, B 3, VERIFY WN NEEDED, OR REQUIRE 3~ 05 CRAP I 1 1V ~ RALEIGH, NC 27603
SEDIMENT BASINS AS SHO , 4. INSTALL PECTION B CURB INLET ACT T.O.H.S. FOR AN INS CONT _ __,,,,ry„~.~ „r rnuPl IANCE. I goo ~ 400 TEL. [phone] FAX [phone] TH CAROLINA +00 p 60 JOB LY SPRINGS TOWNSHIP NOR
/ I AND OBTAIN A L;triiri%,niL ALL STREET CONSTRUCTION EVIF-.R TEE PR OTECTION FENGt
5. BEGIN TO CLEA CES SILT FENCE, WAKE COUNTY
35 6. INSTALL R AND GRUB AREA FOR ADDI110NAL EROSION CONTROL DEVI ( LIMITS ( IN FEET) CALE 1"=100 DRAWN BY BLM DWG. NO.
DIVERSION DITCHES, CHECK DAM, E TC.) AGE CONSTRUCTION. ING AND STORM DRAIN 8. 1 inch PB-SUNSE ZONED: R-10 PERRY = 100 ft T P.LN. 0750.04-82-2422
7. BEGIN ROADWAY GRAD OF DISTURBANCE AND ENERGY DISSIPATORS AS NEEDED. LEVEL SPREADER rREVISIONS: ATE: Ut$ i /-u~ PB-SUNSET A. B. PER
INSTALL GRAVEL DONUTS
SCALE: 1 = 50

~r. _
LOCATION QUANTITY, AND PLACEMENT OF DRAINAGE
k #1 IMPACT PIPES AND EROSION. CONTROL DEVICES MAY VARY #1 IMPACT TO BETTER CONFORM l0 FIELD CONDITIONS.
LINEi LINEAR FEET OF STREAM 135 LF
STRE STREAM IMPACT AREA 270 SF, 0.01 Ac.
0 WETL . PACT AREA 2 724 SF 0.06 Ac. ALL WORK AND MATERIALS SHALL CONFORM TO 0 WETLAND IM ,
® INTEI INTERIOR BUFFER AREA ZONE t) 4,692 SF THE STANDARDS AND SPECIFICATIONS OF THE ® ( UFFER AREA ZONE 2 2 668 SF TOWN OF HOLLY SPRINGS. THE CONTRACTOR
EXTE EXTERIOR B ( ) H SE TANDARDS SHALL OBTAIN A COPY OF T E S
CI CI 3 A,10+4 .BO L-4 1 . L . AJ + 1.89 L-4 1 . PRIOR TO CONSTRUCTION.
TBOC ¦ 440.49' TBOC ¦ 440.01' INV. IN ¦ 438.70' INV. IN ¦ 438.00'
INV. OUT ¦ 438.50' INV, OUT ¦ 435.80' C-3 STORM SEWER -PIPE CHART
Pl STA. 15+85.31 L-1 PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT DJ~~IPATOR DESIGN
SEE SHEET 9 FOR o = 2o25'r7" SIZE AREA CFS FEET IN OUT LENGTH WIDTH D50 uNING Ac ~ ~
~-4 R = 300.23 a 1 ~ T = 54.08' A 15;RCP 0. 1 1,92 38 0, 3 4 7. 436.7
. + . _ 7 P a L = ro~o1 TBOC ¦ 441.18' A. + .4 - . B 15 RCP 0.54 2,81 28 1.79 436.6 438.0 C 15"RCP 0.88 3,30 32 8.13 43b.8 433.20
INV. OUT ¦ 437.00' TBOC ~ 437.50x3' ~ 1 INV. IN 433.2 CI5 D 15"RCP 0.70 3,50 172 8,40 433.0 422.0 E 15;RCP 1.13 5,28 24 1,25 421.8 421.5
INV. OUT ¦ 433.00' ~ F 18 RCP 1,37 8,74 140 2,38 421.3 418.0 8.0 4,0 8 18 CLASS B S H ~ G 15"RCP 1,01 4,22 24 0.83 414.7 414.5
11 89.88 L-1 A. 3+ 4. - 1 . CI CL INTX. STA. „ „ TBOC ¦ 428.17' STA. 10 0 L-4 8X4 TEE INV, IN ¦ 422.00' ~~R~ A.18+18.87 - 1 . L-,j H 1S~RCP 1.17 5,18 40 1.25 414.3 413.8 " " q 2 + I 18 RCP 1.56 7,93 38 10.0 413.8 410.0 8.0 4,0 6 18 CLASS 8
B CKING INV, OUT ¦ 421.80' ~ INVCOUT ¦4414.70' R ~ ~ 0 FP A.16+55.06 L-i 1 . L . 5 T PUBLIC R W J 15"RCP 0.89 L92 78 2.82 418.0 413.8
~ I:1~ " F ~~R~A~R 1 G 12 X TEE 0 INV, IN -408.8' TBOC ¦ 425.70', K 15"RCP 0.30 1,87 84 4.52 420.0 418.2 i INV. OUT ¦ 421,00 CL INTX. STA. 20+55.89 L-1 L 15"RCP 0.16 0,89 38 2.22 421.0 420.2
0 ~ ~8 ~ ~ WITH HEADWALLPIPE 0 CL INTX. STA. 17+88.90 L-1 LO ING 0 b' ~ ~ WETLAND h{EAp ACT STA. 10+00 L- 0 STA. 11+42 L-3 M 15"RCP 0.28 1J5 24 2.08 432.0 431.5 0
0 ~ H 12 0o m 13 ao T ~1 1~1 ~ ~ IMP C N 15 RCP 0.52 1,38 30 9.33 431.3 428.5 I 0 15"RCP OJO 0,69 24 1.25 421.0 420.7
GG~ Q ¦3 P 15"RCP 0.39 2,37 150 7.0 420.5 410.0
.I ~ V 93'48'2 `AP, Q 3'y 17 00 MH a o0 " 8"XB" TEE 0 15~RCP 0.49 3,05 90 1.33 409.8 403.2 MH 800 1 00 2 00 H 6 /BLOCKING R 15"RCP O.B2 4,77 80 8.0 403.0 398.2
» p G~ 3 ~ 83 421 ;1 S 18 RCP 1.53 8.15 36 1.39 398.0 397.5 • 83'42'1 9 Q T 15~RCP 0.68 2.90 78 4.34 400.8 397.5
N M I U 15,jtCP 0.88 3.90 100 7.0 408.0 401,0 I V 24 RCP 2.79 11.9 28 1.16 397.3 397.0
FI E ~{yp NT RSEI~BL r ~ 5 - W 24~RCP 3.04 13.2 40 7.0 398.8 394.0 X 15"RCP 0.67 2.64 98 0.51 394.5 394.0
~ s ~ ~ ~ ~ ~ $ + FIRREE A T -FI N q 1 Y 24 RCP 3.77 16.4 34 0.59 393.8 393.8 A. + _ Z 30;RCP 3.95 19.4 100 3.40 393.4 390.0 20.0 8.0 13~ 24~ CLASS 1
cl SSEM ~ ASSE ~ 1 + 4. L-1 1 . 0 I V. T ¦ 410. TBOC • 424.34' AA 48"RCP 22.1 81.2 60 1.90 408.8 407.5 32.0 12.0 13 24 CLASS i INV. IN ¦ 420.20 BB 24"RCP 3.52 17.3 40 7.5 436.0 433.0
N reoc • 42e.17' ~ WITH S. ~ ~ INV. IN ¦ 421.50' IMP C NV. OUTP¦C407.~ d E ¦ CC 24 RCP 3.76 17.9 40 0,5 432.8 432.8 " INV. our a2o.oo' SEE SHEET l D FOR "
R INV. OUT ¦ 421.30' A.18+ .i - 1 . E SHEET P WITH HEA 9 F XB TEE DD 30 RCP 4.95 28.0 50 0,80 432.0 43?7 20.0 8.0 13 24 CLASS 1 $/~E"~ 9 - EE 30 FQ/Z W/BLOCKING L 3
y M TBOC ¦ 417.91' -2 1111 G PR~ ~ .INV. IN ¦ 413.80' , V C-1 1'?1 n~ ~ INV. OUT ¦ 413.80' ~ P NOTE; PIPE F,I,Z,AA AND EE SHALL HAVE F.E.S. AT OUTLETS ~ 51 PUBLIC R/W PIPES CALCULATED BY RATIONAL METHOD {
0 ~ ISSIPATOR UBL/C R o a 1o R 1,~ R P! STA. 10+92.77 L-1 PAD ~ UB(/~' R Tc ¦ 5 MIN. ~ n ¦ 0.013
5 ~ " ~ N A.1 +40.8 -1 . ~G ~ = 412514 ~ ~ reoc +40.8 -1 . ¦ 419.98'
` a ¦ 419.98' 5 0 V~ R 200.00' 'a / _ INV. IN ¦ 418.20' J ~ ~ C-2 INV, OUT ¦ 418.00' ~ C 4 ``~~F ~ ` T = 75.61 WITH F.E.S. ~ / INV. OUT ¦ 418.00' J ¦ 418.20' WT ¦ 418.00'
r' /
~ L = 144.59' PI STA. 13±2 iN63 L-1 ~ Pl STA. 16±7134 L-1 ~ = 0750 46 0 = 12'35 28
R = 300.00' ~ R = 300.00' T = 20.51 100' NEUSE RIVER RIPARIAN BUFF R T = 33.10'
L = 41.08' MEASURED 50' FROM CREEK L = 65.93' I NOTE.
= 11+69.8 K ON BOTH SIDES. ~ ~ r PVI STA BAN , SEWERUNE WILL BE PULED AT A MINWUM OF 18' ABOVE THE
n ~ PVI ELEV =441.00 48' PIPE AT THE CROSSING. THE SEWERIJNE WILL ~ DESIGI~D
A.D. _ -6.31 g = PR K 30.10 PVI STA = 13+00.5 WITH THE CONSTRUCTION DRAYNNOS.
LEV = 431.00 PVI E
m A.D. = 1.64 07 GO M
~ r` K = 30.47
+ M 50.00 VC N t
r
~ ~ _ U i I~
442 \ w
off
440 ~ N w 1
~ ~ til
438 ~ o f
I~ ~ a, ? N 436
436 c u ~ ~ K = 0.00 i i
~ ~ ~ 34
~1 434 m \
i ~ 2
432 0 i
0
~ _._~i` . m _ - - N 430 A ~ ~ I c,• /
,rI ~ /
\ ~ w 428 T ~ ~ 28 r MIN.
/ ARATION
I E 0 ~ r` 426 ~ • m 426 ~i" ~ - '
I _ _ ~ +
of ao co 0 'fi 424 i.
44 a ~ ti N,- ~ ~O ao
d - a , 422 / N
422 tn~ \ti ~ z~ 0 N
SEP ATION .^~~H Z Z ~ . a 420 1 Q >N
420 ~ a a
J \ 418 c~ r =
418 ~
~ V= 414.6' 416 4 ~p1P
416 IPE GG ~ ~ /PIP 1
- 414
414 ~ ~ LF. SAN. ~~~WUawuyy~~
412 ,,~~~`,~N CARS''
412 ~'t~~r'"ESS~ ~oF °
N o 0 0 TOP OF H ADWA !e~' 410 I SEAL
410 + ri ri V' _ _ o~ ~ 22024 F o ~ ! _
~ ~ ~.~~'d Y PIPE AA 408 's ~
~ I v. out • 407.s 408 w ~ ~ O + C' HGINE~ Q~`
406 y~,F(. o
406 _ ~~zz ~ zz'
~ IN RAND SURVEYOR ENG EE ~ ~
404 _ MIKE STEWART/HERB PROCTOR
- ~ ~ _ ~ TO LLOW FOR A UATIC FE PAS; Q FE PASSA E 402 319 CHAPANOKE ROAD 3/ os
402 RALEIGH, N.C. 27606
400
400
3se
398 _ _
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS ~ AND THE ADOPTED ENGINEERING DESIGN ANO CONSTRUCTION STANDARDS OF HOLLY SPRINGS.
396 _..v....._. THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN
~~'y APPROVED BY THE TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
89b.00 cc r r ~ cn o N STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
C M ~ M N M~ WN Cn~ ~Ol r(0 r0 ~ M O Mao r0 0~ oil M^ aG~ ~N mN pp ~ N~ 0, a0 N N Ol pf~ .-I~ ~a0 r: N ~ r` r ~ • ~ ~ ~ • ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY mad N c N NN' N ~ rof I` M M M M ON SHEETS OF THESE DRAWINGS.
~ M MM MM +N ~N ~N +f ~t ~1 ~ ~ d' d ~N aN ,~N ~N d ~ t d a ~h d d ~F
17+00 1s+0o 1s+o0 20+00
14+00 15+00 16+00 17+00 11+00 12+00 13+00 SHEET 8
T-PROCTOR ROADWAY PLANS FOR STEWAR
ENGINEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 106 RALEIGH, NC 27603
crienivicinu
TEL [phone] FAX 918 IM-1661 MVYYI IIN/VIT
DATE: 08-17_05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
i
SCALE 1"=50' DRAWN BY BLM PB-SUNSET WAKE COUNTY A. B. PERRY
DWG. N0.
PB-SUNSETJ 82-2422 REVISIONS: ZONED: R-10 P.I.N. 0750.04-

i t
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
TD BETTER CONFORM TO FIELD CONDITIONS.
~I 2 TEMPORARY IMPACT ALL WORK AND MATERIALS SHALL CONFORM TO
' THE STANDARDS AND SPECIFICATIONS OF THE LINEAR FEET OF STREAM 20 LF
TOWN OF HOLLY SPRINGS. THE CONTRACTOR WETLAND IMPACT AREA 6,160 SF, 0.14 Ac.
SHALL OBTAIN A COPY OF THESE STANDARDS UCTION. ®INTERIOR BUFFER AREA (ZONE 1) 1,203 SF
PRIOR TO CONSTR EXTERIOR BUFFER AREA (ZONE 2) 804 SF
I:
I
' VER RIPARIAN BUFFER 100 NEUSE RI
MEASURED 50' FROM CREEK BANK,ON BOTH SIDES.
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OJ ENGINEER AND SURVEYOR ~3
MIKE STEWART HERB PROCTOR
319 CHAPANOKE ROAD
RALEIGH, N.C. 2760fi
sHEEr ~ o '
- A FOR STEWART PROCTOR ROADWAY PL NS
ENGINEERING and SURVEYING .
t 319 CHAPANOKE ROAD SUITE 106 G
RALEIGH, NC 27603
n. sue TEL [phone] FAX [phone] SUBDIVISION I
THI5 h'KUJEGI SHALL bt GUNSIKUUItU IN AU AND THE ADOPTED ENGINEERING DESIGN AND dKUI:ItU IN AL;I;UKUANLt W11M Int rvLLVYYnvb rLnn IG DESIGN AND CONSTRUCTION STANDARDS OF HOLLY §PRING& I
THESE PLANS WERE PREPARED IN CONFORMAN IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
APPROVED BY THE TOWN. FURTHERMORE THE BELOW THIS CERTIFIES THAT THE TOWN bF HC I THERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET HE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION SCALE 1'=50' DRAWN BY BLM WAKE COUNTY A. B. PERRY !
STANDARDS HAVE BEEN THOROUGHLY REVIEWE )UGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. i
SCALE. 1 = 50 (HORIZONTAL) ANY PROPOSED EXCEPTIONS OR DEVIATIONS FI 1 " = 5' (VERTICAL) ON SHEETS OF THESE DRAWINGS. R DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY DWG. NO. WINGS. PB-SUNSET
REVISIONS: ZONED: R-10 P.I.N. 0750.04-82-2422 i
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RAGE STORAGE BASIN SIZE WEIR " NTS CUSTOM DRAINAGE STO
REAQER IRED PROVIDED W x L x D LENGTI~ IER " BASIN AREA (Ac.1 R€~
CUSTOM BASIN DRAINAGE AREA C 110FLUSH Q FACTOR LENGTH LEVEL SP ' r x ~ is a, 4'x5 10' 1.26 2295 CF 2448 CF 18x3
,~11~TN9d1P 4.21 CFS 13 55' } 1.3 AC. 0.45 7.2 1~. ~ ~ CB #1 ~ ~ ~ 10~ ~ 0.37 667 Cf 667 CF 10x20 x5 ~ ,
2 0.4 AC. 0.45 7.2 1.30 CFS 13 , 3 2.0 AC. 0.45 7.2 6.50 CFS 13 $5, R CB ~2 ' 3531 CF 3872 CF 22 x44 x5, 1 , _ CB #3 1.95 10
0.6 AC. 0.45 7.2 1.94 CFS 13 26, CL ® 0.55 999 CF 1104 CF 12,x23,x5, ,
2.1 AC. 0.45 7.2 6.80 CFS 13 8g, 1.1 AC. 0.45 7.2 3.58 CFS 13 47 , PaNT CB 4 ,1447 CF 1624 CF 14 x29 x5 10~ rµo~? CB 5 0.8 ~ ~ ~ 10 _ _ _ _ _ _ _ _ _ 1,06 1924 CF 2048 CF 16x32 x5 ~ ,
~ ~ 7.2 13,3 CFS 13 ty3 ~7 4.1 AC. 0.45 s ICAL CROSS. SECTION FOR CB 6 e • + nst.ac TYP 7442 CF 7840 CF 30, x6~ x~ 10,
. ~ CB 4,1 10 x15 x4 10 c ~ e>~ g 0.2 363 CF 450 CF e~,ac CB 1452 CF 1624 CF 14x29 x5 10
1 ~ ~ / - CB 9 0.8
1/ ~ ~
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' ~ ZONE 1 ~ PROP. ~ / ~ pF n llirq~~~• ~ws~ '~~t k~ D CREEK ~ ? ~ ~ ~ ~ ~ E
1~ / s~ ~ `TdnyE ' ~ R D R _ ~ ,
ONE 1 ~ ~ - / PRd~.
~ TLA ~"l. ~ arrt r.-- T I ~ ~ ACT ~
/ ~ M ACT N ~ I ~f 4i
ZONE ~ ' / - / ASEMENT E: ~ d~f ti ` / PG , ,
- - ~ / 1 PG. 599 ~ ~ f • • i B.M. B R-~ / ~ R •r~ ~ g Q Ri E J ~
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SCALE: 1 = 50 ~ d!
POND ~ r - d -
o• 2 TEMPORARY IMPACT ~ OPEN SPACE
20. u: i 218,235 sq.ft. 11
uNEAR FEET of s1REAM / wEruNa uaPACr AREA s,tso sF, o.~a Ac. ' 5.01 acres s L31
N~ t ® INTERIOR BUFFER AREA {ZONE 1) 1.203 SF ~ Y ~ AD E
EXTERIOR 6UFFER AREA (ZONE Z) 804 Sf B.M. I 1 t ~ ZONED: ~
fEFSIDENTI - ? ~ i
4 ~ ~ N 0 I V
~ 1 ELISE RIVER RIPA N U i ASUREO 50' '
i BANK,ON BO ES. ;
~ t ~ SCALE: 1 5
~ } f i ~r~ ~1 B.. N164 ~ ~
s ~j ~t~1 zaNw: R- _ IMPACT
h~~r~t~~r m I ~ • ~ J ~ - Y UNEAR FEET OF STREAFA' 135 LF a 270 D.01 A~.
¦ I ~ ~ ,t STREAM IMPACT AREA ~AANO II~ACT AREA 2,724 SF, 0.06 Aa
/ ~ w ! ~ ~j NV1EtilOR BUFFER AREA (ZONE t) 4,692 SF
j i ~ ~ EXTERIOR BUFfER AREA (ZONE 2) 2,68B sF r
i ~ CB 5 ~ i z, s r D ~ .1~.~ ~ l.:~ I
~?t 3 ~ ~ 5 ~ 1'ry1~ t~ ~ 16 I 33 f o
E~or i ~ a • , . . asa RU(~ ? UG5
DE~;~. ~;vHl I .~UAGI tY
i ~ ? AE810E`lITIAL - - ? ~ ? - _ NOTE: WETLANDS AND ST WAi~ER BRANCH
+ ~ w ? o SEMERLINE w~L BE PLACED AT A MINMIUM OF iB' ABOVE THE 0 N SPA PIPE AT 1HE CROSS9lC. THE S1<WERIN~ w61 DEIGNED
~ u - aF i cE ~ 21 , 35 sq.ft. ~ WITH THE cOHSTRUCnGN DRAwmres. 5.0 acres
? ~ ~
? ~i ~ i i ~ ~ EVEL r
• w/F 3 2 11 I ? i PR DER ~ MANf~1M t4 ~ ~ s NQTES.
e.: uses P0. t664 ' 7 ~ - • ~ ~ R-JO 1 GR _ PUBLIG AND CONSTRUCTED TO NORTH CAROLINA 5 x50 x ALL STREETS WILL BE
•~r .y ~ r ~ ONSIRU 1TON DEPARTMENT OF TRANSPORTATION STANDARDS
4 11 t~ S IRAN L BE PROVIDED 8Y THE TOWN OF HOLLY SPRING. ~ -WATER WILL WIL
B PROVIDED BY TOWN OF HOLLY SPRING. -SANITARY SEWER WILL E
_ _ SPRINGS EROSION CONTROL MEASURES WILL BE 5 ALL TOWN OF HOLLY
A~ f~M II - e .M. 1965 363 ~ ~ MPLIED WITH DURING CONSTRUCTION 2 CO WITH
x ~ n ~ nu _ OOD HAZARD REGULATIONS WILL BE COMPLIED ALL FEDERAL FL 4 3 CTiON
Nfi r-'f DURING CONSTRU
B.M. 19 0. Z ZONED' ~ GOVERNMENT APPROVAL5 SHALL BE SUBMITTED - ALL STATE AND LOCAL
Al BDIVlSION OFFIC€ B€FOR€ FINAL PLAT APPROVAL TO TH€ SU
tia - KEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND TOPO TA KEOFFS. ~ USE EXTENSIVELY FOR DESIGN OR QUANTITY TA
~r ~ SHOULD~NOT BE e - - CONTQUR INTEf~VAL IS 2'
SCALE: 1 = 50 - x~ ~ aP E eu - ASEMENTS SHALL BE PROVIDED FOR ALL AREAS _ _ -DRAINAGE E
> s, B.M. t9i9 PQ 666 e - ` (n RES OR 4 LOTS AND SHALL BE SHOWN ON THE I~~oEN DRAINING 4 AC
i i ~ ON THE FINAL PLAT, AFTER CONSTRUCTION DRAWINGS AND
i E DETERMINED AND HAVE BEEN FIELD VERIFIED SUCH AREAS CAN B _ _
t PACE NOT DESIGNATED AS UTILITY AREAS - PERMANENT COMMON OPEN S
T !N THEIR NATURAL STATE AND DESIGNATED AS _ SHALL BE KEP
i NSERVATION OF NATURAL AND WOODED AREAS. AREAS FOR THE CO
I I ~ - _ APPROVAL IS REQUIRED BEFORE CONSTRUCTION CONSTRUCTION DRAWING
ON THIS PROJECT MAY BEGIN
~ AND STREET LIGHTING WILL BE FIELD- - LOCATION OF STREET TREES
~ ~ i--~ ~ - COORDINATED TO ELIMINATE CONFLICT UIRRED WITH APRESSURE-REDUCER VALVE
J I ONSTRUCTED IN ACCORDANCE WITH THE FOLLOIMNG PLANS -WATER SERVICE SHALL BE EQ THIS PROJECT SHALL 8E C E~GN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS. I OF TFiE METER ANO THE ApOPTED ENGINEERING 0 ARY_PLAN_ _ _ ON THE PRIVRTE S DE
' v LEGEND ' FR AD TIRESE PLANS WERE PREPAREA_iq CONF9R61ANCE WITH 1HE APPROVED MATURE APPEAR NE BY CPBtI
THE TOWN. FURiHE~blO -THE ENGINEER WHOSE. SEAL. AND SIGN -LIGHTING PLAN TO BE DO APPROVED BY THAT HOLLY 5PRINGS ENGINEERING DESIGN AND CONSTRUCTION _ I ATION WILL BE RECOMMENDED AT THE R BaOW THIS CERTIFlES P CABIUTY TO THIS PARTICULAR PROJECL FEE-IN-LIEU OF LAND DED C
' -~-STORM SEWER PIPE STANdAROS HAVE BEEN THOROUGHLY RENEwEd FOR AP U 5TE0 SPECIFICALLY LOT. EXCEPTIONS OR DENATIONS FROM THE STANDARDS ARE LI OF X574.64 PER ONSIBILlTY ~Y ~~D~ _ N SPACE AND POND SHALL BE THE RESP
oN SFIEETS ~ THESE DRAWINGS. MAINTENANCE OF OPE
DIVERSION DITCH DEVELOPER OF THE NOME OWNER ASSOCIATION.
-s~--- SILT FENCE CONSTRUCTION SEQUENCE ESTIMATED IMPERYlOUS CAtCUtATIONS _ HAVE A 25' RADIUS ALONG THE R.O.W. PERRY DEVELOPMENT ALL STREET INTX. SHALL
MiT FROM 7.O.H.S. 1. OBTAIN G1~AISING PER AC. IN R/W = I•~ A~• HALL HAVE A 36' RADIUS ALONG THE E.O.P. 4.ZZ Ac. 5600 ROCK SERVICE STATION ROA -ALL STREET INTR. S AC. IN LOTS
RING DEPARTMENT. GRAVEL CONSTRUCTION ENTRANCE ENGINEE (BASED oN 400o SF PER LoT) RALEIGH, N.C. 27603 SHEET 4
' ~ 2. CONTACT TOWN OF HOLLY SPRINGS AC, OPEN $PA6E ' O TOTAL IMPERVIOUS '6:09 AC.
ENVIRONMENTAL INSPECTOR FORA T GRAVEL DONU MINARY. DRAINAGE AND PREY
PRE-CONSTRUC110N MEETING. STEWART-PROCTOR ON CONTROL PLAN FOR EROSI
- 1 PING CONDITiQNS TOPdGRAPHIC, U11LI1tiES, ECfi.) 3. VERIFY ALL EX S OWN NEEDED OR RE4UIRE6. B CUSTOM BASIN 4. INSTALL SEDIMENT BASINS AS SH , ENGINEERING and SURVEYING
T T.O.H.S. FOR AN INSPE-C11ON CONTAC GRAPHIC SCALE OKE ROAD SUITE rofi 319 CHAPAN
a~~,,~~,a.,~ a~ AAl1E5iiAAiaE.' B CURB INLET .n, RALEIGH. NC 27603 _ S(IQ~~Y ~S~VN _
AND (]BIAIN A t~trciirit,Hir- ur ~utnrurvv~~. o t°Q ~0° TEL [phone] FAX [phone]
35 ALL STREET CONSTRUCTION 10Q ° 5. BEGIN TO CLEAR AND GRUB AREA FOR TREE PROTECTION FENCE _-SUNSET -
6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, DATE- 98-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
DIVERSION DITCHES, CHECK DAM, ETC.) LIMITS OF DISTURBANCE 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION. 8. INSTALL GRAVEL DONUTS AND IK FEET SCALE 1"=100' DRAWN BY BLM PS -SUNSET COUNTY A. B. PERRY ~
ENERGY' DISSIPATORS AS NEEDED. 4+4- LEVEL SPREADER 1 inch - 100 tt DWG. NO.
REVISIONS: PB-SUNSETJ ZONED: R-10 P.I.N. 0750.04-82-2422
SCALE: 1 = 50

tOCAT10N, QUANTJTY, AND PLACEMENT OF DRAINAGE
` 1 IMP P1PES AND EROSION CONTROL DEVICES MAY VARY ~1 IMPACT TO DETTER CONFORM TO FIELD CONDITIONS.
~ ~
LINEAR FEET OF STftEA1d • 135 lF
STRE/tM tk1PACT AREA 270 SF, O.Ot Ac.
EA 724 SF 0<O6 Ac. AL-L WORK AND MATERIALS SHALL CONFORM TO Q WETLAND IMPACT AR 2 , THE STANDARDS AND SPECIFiCATiONS OF THE
INTERI4~t BUFFER AREA tZONE, 1) 4'692 SF H Y SPRINGS. THE CONTRACTOR TOWN OF OLL
a fXTERI(~i BUFFER AREA (ZONE 2) 2,668 SF SHALL OBTAIN A COPY OF THESE STANDARDS
5 - f7 1800 =140.49' A.t t L t3. RT. PRIOR TO CONSTRUCTION.
V. Mt ¦ 436.70' T80C s 410.Oi' Y. OUT •436.50' Y. M ¦ 136.00' INV. OUT ¦ 435.8tP
C-3
PI STA. 15+85.31 L-1 sratM sErtell- ~ at~ir assPAlaoR aslcN
SEE SHEET 9 FOR ~ = 20'25'i7" L-4 R = 300.23' PIPE TYPE DRAIN 025 LE~N~~1F1 SLOPE INVERT INVERT s`13€-'~- 9f1E AREA Cf5 FEET % IN OUT U]rC7H NiD1H D50 UfMNG
d 1 ' PU 1 T = 54,08' As fT FT
A.tt+ L-t , . L . BL 1800 -441.18' A.12+11. 1-t 13. L . L = 107.01' A 15;RCP 0.41 1.92 ~ 0.83 437.0 436.7 B t5 RCP 0.54 2.81 28 t.79 438.5 436.0
v. OUT •437.00' 1800 ¦ 437.58' V. AI ¦ 433.20' ? ` C 15"RCP 0.68 3.30 32 8.13 435.8 433.20 0 15~RCP 0.70 3.50 172 8.40 433,0 4220
V. OUT ¦ 133.00' A 0. MTX STA. it S6 L-1 S A. L-1 L. ~ Q E 15 RCP 4.13 5.28 2~ 1.25 42L8 421.5
STA. i L-4 $'X4" 1~ .422.00' ~~33 L~VVEE~L ~ A.1 L- L FOR F 18`RCP 1.37 6.74 140 2,36 421.3 418.0 8.0 4.0 6" t8" CLASS B SEE SHEET O G is"RCP 1.01 4.22 24 0.83 414.7 414.5 (-,3 H 15`RCP 1.17 5.18 40 1,25 414.3 4i3.8
~ LNG SPR~DIR Tt'30C ¦ 417. p OU7 • 421.00' ~ .our ¦ 4I ~Ef ~ " r CI 2 ~ 1 16'TiCP 1.56 7.93 36 10.0 4/J.6 410.0 8.0 4.0 8' 18" CLASS 8
~ t2 x T€E ~ - ~ ~ , STA1 L-f ill . 51 PUBLIC RAW J 15"RCP 0.89 ~ 1.92 78 2.82 416.0 413:8. TIC = 42ST0' K 15"RCP 0.30 1.67 84 4.52 420.0 416.2
~ ~ W/Bl0 NG INV. IN - 40lL6' R - tx1N NEAOwAU~c cL INTIL STA: n+ee.eo ~ ~ O g ~ ! INV. OUT = 421.00' (Y, INTX. STA. 20+b5.89 L-t ~ L 15`RCP 0.16 0.89 36 2.22 421.0 420.2 STA. 11+421=3 8 ~ 15"RCP 0.28 1.15 24 2.08 432.0 431.5
~ m too w NEft.ANb Acr sTA. 10+410 t ~ G _ PI_ - - 1 ~ ~ N 15'RCP 0.52 1.36 30 9.33 431.3 428.5
~ ~ ~t m d ~ ~ t 5 ~ S.S. o0 0 15"RCP 0.10 0.69 24 1. 421.0 420.7
iT4~ n Do MH P 15"RCP 0.39 2.37 150 7. 420.5 410.0 8"X8' TEf a i5"RCP 0.49 3.05 90 7. 3 409.8 403.2
MH t S.S. oo H LOCKING R 15'RCP 0.82 4.77 80 . 6; 403.0 398.2 9 ~ S 18'RCP 1.53 8.15 36 1.39 398.0 397.5 842' Q
3 fl _ T 15;RCA 0.68 290 76_ 4.34 400.8 397.5 U i5 RCP 0.88 3.90 100 7.0 408.0 401.0
FlRE H NT r SE Y + w V 24 RCP 279 11.9 26 1.15 397.3 397.0 W 24"RCP 3.04 13.2 40 7.0 396.8 394.0
? ' 9 o i' 1 ~ ~ N \ X 15~RCP 0.87 2.64 96 0.51 394.5 394.0 q 1 Y 24 RCP 3.77 18.4 34 0.59 393.8 393.8
a & # Fl R T r Y of H A.1 L- 1 30wRCP 3.95 i9.4 100 3.40 393.4 390.0 20.0 B,0 t3; 24" CIASS 1 • 4 AA 48 RCP 21 81.2 60 1.90 408.8 407.5 32.0 120 13 24" CLASS 1 T80C 42.34
STAt3+84.70 L-t t3s3 RT. I ¦ 410. Y ¦ 426.iT ~p ~ wt11t V. M1 = 420:20' B8 24;RCP .52 17.3 40 7.5 436.0 433.0
R NV. IN = 421.50 V. OUT ¦ #07.'} q ~1~~' V. OUT • 421.3E1' ? t - E~ S' V. OUT • 420.04 CC 24 RCP 3.78 17,9 40 0.5 43?.8 432.8 SEE "X6 TE SEE SHEET 10 FOR o0 30"RCP 4.91 25.8 30 o.a7 4~32.4D ~?i 2a.o e.o i3• 24" cuss t SIE/~j" 9 EE 30"RCP 4.95 26.0 50 0.60
IMiN ~~C/ , 'i G ' -2 W~LOCKING ~-3 7E: PIPE FI AA AND EE SHALL HAVE F.E.S. AT OItTLETS
u V. 6r ¦ 413.80' , t V. WT ¦ 413.60' ~ !D ' S 1 ' PUB IC R W P~iPES cAlcul'a~t~-D eY RAnoNat t~ETt1oD ~ p L f
~ R P! STA. 10+9277 L-1 ISSIPATOR tlE(lC 5 . o o f p ~ ©=412514 ~ PAD ~ UgUC R T~ = 5 IAN: 0 n=0.Dt3 ti+ L-,,.
4 ~ R =200.00 1100 ¦ 414.46•. C Z . ~ ~ Y. AI ¦ 418.20' 1800 ~ 414.46' V. AI = 418.20'
' T =75.61 NR/. OUT 4rauo' C-4 L = 144.59' PJ STA. 13#21.63 L~1 ~1N F.~~ ~ ~ INV our - 418.01 INV. OUT ~ 418.00'
~ = 0750'46" / PJ STA 1~+7fM34 L-1 ~ D 12'35 28
R = 300.00 R =300.00'
T = 20.57' 100' NEUSE RIVER RIPARIAN BUF R T = 3J f0' it = L = 41.08 1ulEASURED 5(? FROM CREEL( L = 65.93'
. ~ PVt STA tt+89. - - BANK,ON BOTH SIDES: ~ N 1'VI ELEV =441.00 NOTE:
n N SEWERLINE WILL BE PLACED AT A 1AINIMUM OF 18" A9t)VE THE 48" PIPE AT THE CROSSING. THE SEWERLINE VMLL BE DESIGNED
+ ~ A.D. _ -8.31 c K =30:10 MATH THE CONSTRUCTION DRAWINGS.
W PVI STA = 13+00. v PVt ELEV = 431.00
> m i m a°~i M A.D. = 1.64
n K =30.47
PLAN VIEW FO L 1 + 50.0o vc lV d
U t
442 ~ - - W ~ t0 i i~
440 . N ~ ~
a. \ W ~ W
438 ~ i~
g m
436 + n n-r - ~ K = 00 / 36 .
V} U J
434 W ~ ~ D
F \ i
432 O 2 ~,J i ~ ; ;!l
- ~ m A('Ja 13'j~
430 + ~ ~ ~ ?0(,_ e ; 7
A d ^~1~n~U ~l:i ~ V 1
428
I ~ n r' INN: ~'`tktiit+,~dG, H ARATiON
426 d aDt 26
a~ ~ + + > W N ~
424 d ~ 424 I,
0 ,fs w ~ k JO1
422 N \'~p a 422 / ~NdN
z
0 SEP ATiON 2 420 _ o.. ~ ~+NN .N 4~0 1 Q •>A
a / ~ NW?
.~I o3 / 418 ~ _ r o. 418 U =Z >
ai
+ r V= 414.6' 416 - 418
4 IPE GG ~ m 'r~
414 ~ 414
z
. ~ j LF. SAN. 412 ~ 412
N abb TOP OF H ADWAL 410 ~ 4 . 410
rj i
~ ~ 1 PIPE AA 408 F b~ 408
~ ~ Y. OUT ¦ 407.5. + +
M Q r 406
406 ~ . . ~~zz zz~
4a4 ENGINEER AND SURVEYOR
404 0 ~ MIKE STEWART HERB PROCTOR
TO LOW FOR AQUATIC IFE P TIC IFE PASSA E 402 319 CHAPANOKE ROAD
402 RALEIGH, N.C. 27606
400
400
398
398
THIS PRO,A:CT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS
396 DATUM ~V 396 AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS. THESE P NS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PuPP R
995 00 APPRO BY THE TOWN. FURTHERMORE., THE ENGINEER WHOSE SEAL AND SIGNATURE A EA BELOW THIS CERTIFIES THAT THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
~ N STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
O M O d n 0 .O d 00 OD ~ iA h~ OD ~ .O .so .d 6I ~ d NOD M NN ~Oj Mpp On ~I~ m~ nut . ~ ° ~ N r ~ • ~ ~ ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROfd THE STANDARDS ARE LISTED SPECIFICALLY mod N d N tv N itt ° n M ° M N ON SHEETS OF THESE DRAWINGS.
d ~ ~ d d d d dd dd dd d ~d ~'d d~ d ~ e.r v~ ad ea
r7+oo 18+0o t9~oo 20+0o SHEET 8
11+00 12+00 13+00 144.00 15#00 t6+00 t7+00
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVEYING
DDrICl1 C {/1 CIA/ C/1D 1 ? 319 CHAPANOKE ROAD SUITE 106
rnVr 2L° vicvv 1 Vn L r RALEIGH, NC 27603 ~J f /~Q~V~S~QN
TEL. [phone] FAX [phone] SV
DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
SCALE 1p=50' DRAWN BY BLM PB-SUNSET WAKE COUNTY A. B. PERRY DWG. N0.
REVISIONS: PB-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422

I
II j
II
LOCATION, QUANTITY, ANQ PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
~ TO BETTER CONFORM TO FIELD CONDITIONS.
I
ALL WORK AND MATERIALS SHALL CONFORM T
2 TEMPORARY IMPACT . -THE STANDARDS AND. SPECIFICATIONS OF THE
TOWN OF HOLLY SPRINGS. THE CONTRACTOR TR AM LINEAR FEET OF S E 20 LF
SHALL OBTAIN A COPY OF THESE STANDARDS WETLAND IMPACT AREA 6160 5F 0.14 Ac.
PRIOR TO CONSTRUCTIbN. ® INTERIOR BUFFER AREA (ZONE 1) 1,203 SF
EXTERIOR BUFFER AREA (ZONE 2) 804 SF
I
I
100 NEUSE RIVER RIPARIAN BUFFER
MEASURED 50~ FROM CREEK BRNK,ON BATH SIDES.
y~.
? ~ N ? ~ 0 °
~ ~ o.
~ 5
~ \ Y q 9 r ~ ~ P~Q Z r fi ~ /
k 2 ,o r ~ i
0 r ~ ~ ~ EXI r EXI TING
r TIN r H ~ ~ , H
1" N r 1 V. NV. 54
~V. i r ~V. 5 T- 3 $ .OS
r
H 4 r ZONE 2 M I~ •s 0.
~~t:- r ZO E, I MH 6 9 ~ ONE 2 1 ~ ti pR " ~ ~y
OP, kl N \
E
T '1~MH~1 ? . s
1 S ~f -'*S~` 0 SF- s
1 1 PROP. s 'S F
1 "SAN. SEWER Fq F R
~ 1 0 SAN. SE R
A~ EASEMENT 1v
A, 1 S~ S~
~ T D ~S
i o ,
~ i
S~•
TfE INT ExISTING
qqH ~I~= 00
nvv.1 = ~ 30 ~ T= ~p~9.54 INV. 3
W FOR SSL - ~ PLAN VIE
_

398
i
3
394
392
390
h 386
M
~ J ~
+o ~ M . .
384 ~ , C~
a~ . N c?1~4~ f" ~1JOl.F. r J
382 _ I ~F. ~
J
Z ZZ N J 380 ~a~ - - E CASE IN uENk -'uV: i't-R vUALITY ~ n WETLpN~,bANOS ~MWATERBRANGIi
ao' ~ N
~ N nI O 378 ~ co M ~ r
N
~ ~ 376 ~ W~, t N ~~MOr
~ z > =ran M
> a ~ z 374 _ _ ~ - QqM ,
a~ ~W ~ ~
372 FW?~ N~>~
W~.,,ZZ
DA?'UY B~'V
870.00
e o m ao o ~o ~o ~ ~ n m 07 d:
~ N fV. Ol Imo. in IC N ~ m ~ a n ~ ~
~ ~ ~ M I~ M M M
10+00 11+00 12+00 13+00 14+00
I
PROFI VIEW FOR SSL -1 LE ~I
ENGINEER AND SURVEYOR
MIKE STEWART/HERB PROCTOR
319 CHAPANOKE ROAD
RALEIGH, N.C. 27606
SHEET 10
- TOR ROADWAY PLANS FOR. STEWART PROC
ENGINEERING and SURVEYING
i,e rusoawutr anon cwrc tna
111 .7 WI I^ M19 Vn1- II WIW dVl ll- .vv RALEIGH. NC 27603 SUBLIMSIQN
THIS PROJECT SHALL BE CONSTRUCTED U AND THE ADOPTED ENGINEERING DESIGN CONSTRUCTED IN ACCORDANCE WITH THE-FOLLOWING PLANSSPRI TEL [phone] FAX [phone] EERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY NGS. JOB SPRINGS TOWNSHIP NORTH CAROLINA
THESE PLANS. WERE PREPARED IN CONFO APPROVED BY THE TOWN. FURTHERMORE 'ARED IN CONFORMANCE VATH THE APPROVED PRELIMINARY PLAN DATE: 08-17_05 SURVEYED BY HOLLY FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET
BELOW THIS CERIIFlES THAT THE.TOWN t [AT THE - TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND .CONSTRUCTION SCALE 1 '=50' DRAWN BY 6LM WAKE COUNTY A. B. PERRY THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. DWG NO NS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY
SCALE. 1 " = 50' (HORIZONTAL) STANDARDS HAVE BEEN THOROUGHLY RE
1" = 5' ANY PROPOSED EXCEPTIONS OR DEMATIO (VERTICAL) ON SHEETS OF THESE DRAWINGS. DRAWINGS. PB-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422 REVISIONS:

GE BASIN SIZE WEIR STORAGE STORA
NTS CUSTOM DRAINAGE ED W x L x D LENGTH pEQUIREd PROVID
1~ TH LEVEL SPREADER +J BASIN AREA (Ac.} ~ SPREADER ~ ~ A, 448 CF 18x34 x5 10
AREA C 110 4 FACTOR LENG CUSTOM BASIN DRAINAGE FLUSH i 1.26 2295 CF 2 I~ CB #1 CF 10'x20'x5' 10
~I OLI,~NOd11< 1.3 AC. 0.45 7.2 4.21 CFS 13 17` 55 ~ r•:~„.;~ 0.37 fifi7 CF 667 10' ~ R 2 72 CF 22'x44'X5' , t7 ~ 3531 CF 38
I 1 i 0.4 AC. 0.45 7.2 1.30 CFS t 3 85' 2 - CB 3 1.95 4 CF 12 x23 x5~ 10 85 ~ 999 CF 110 CL 4 0.55 14'x29'x5 10 0 CB .1447 CF 1624 CF ,
2.0 AC. 0.45 1.2 6.50 CFS 13 0.6 AC. 0.45 7.2 1.94 CFS f 3 89' B9 ~oINT CB 5 0.8 CF 16'x32'x5' 10~
~I 2.1 AC. 0.45 7.2 6.80 CfS 13 4T 1.1 AC. 0.45 7.2 3.58 CFS fi 3 113 1.Og 1924 CF 2048 10 4r, M _ - - - - ce 7442 CF 7800 CF 30,x6~x t13 ~ - a s~.x TYPICAL CROSS SECTION FbR 4.1 CF 10 x15 x4, 10~
~ 4.1 AC. 0.45 a.2 13.3 CFS 13 ~ ~7 e . 4 119.OC CB 0.2 363 CF 450 10
i c . r e~sa CB 8 452 CF 1624 CF 14x29 x5 ~ . r ,ae 0.8 1 CB 9

1
V / ~ J
~ ~ ~ / ~ /
~ ~ /
~ ! ~ ~ / ~ ` i
• 5
~ P ~ i V ' r
' ~ f R AD ; /
MH / N~ I I
i lilt+ i 91XJ~ C / / tN • D.B. 906 4 V f tii
~ ~ ~ i ~
~ i i
(~1~6R i ~ ~ ~ ~ ~ I E
' CREEK PROP. ,+rrir¦~r r~~r •r~r M D . ~ R D R r
~ ~ ~ BONE 1 ~ tit _ ~ s. . ~
\ / ~ mot. i r ~ t act
~ a+e ~ ONE 1 A N % i
i N~ / M ACT ~ /
~ o aN. R ~ - PG ~ t .,.r•-•~-•.
~ ZONE ASEMENT ti ~ • - ~ ~ r r
/ • ~ B.M, 1 PG. 599 / ~ I rr ~ PIEJ B 2
_ nu. ~ , 0
ti ~~1
~ y i ~ ~.rr ¦ , ~ ~ r
~ + C8~? L D APE I U,rACT ~ 1PE A
~ ~ • d ~ ,51 w t~ w ~ ~ R
i~ i ~ 2 ~ y ~ N / ! ~ d1 ~ . 't ~ E % MP CT ~N E ~
? O i ~ v L ° r ~ ~ PR DE
~ ~ iiiif 23 ~ o ~ ? o r f ~ ? ,
n - ~ ~ ~ ~ r
? ~ -p
N/f G Y KE
- 965 PC. t . R-30 2 ' ~ ,
» ~ 1 ~ ,
SCALE: 1 = 50 POND ~ ~ . 11
I ~ OPEN SPA
ARY IMPACT ~ 18 235 s .ft. 2 TEMPOR 2 q VL 6 31
~ 1 .01 acres ' FEET OF STREAM 20 lF ~ 5 EAD
LINEAR WETLAND IMPACT AREA 6,160 SF, 0.14 Aa p/P ~
I~ INTERIOR BUFFER AREA {ZONE 1) 1.203 SF B.t~ 1 . 1
A ZONE 884 ~ _ ~ ~ EXTERIOR 6tIFFFTt ARE ( ~ aoNED: ~ RESIDENTI ~ i
_ 2 4 ~ ~ 0 1 V
1 ELISE RIVER~RIPA N U ~ t ASURED 50 ~ „
_ ~ BANK,ON BO ES. ; i , GALE: 1 = 50 S
i f ~
i~? 1 1 ~ J ~ IMPACT Ilh -
~ ~ ~ B. 166 - - - - LINEAR fEE? S'R€AM' 33S ~F r 270 SF, 0.01 Ac.
t. ~~Y~ IONW: N- ~ ~ STREAM IMPACT AREA Aa . y~1UWp p~ACT AREA 2.724 SF, 0.06
1 ~fiiiti~+ • ¦ r~ C] 1 4892 Sf ANTERIOR BUFf'Ett AREA (ZONE
I ~ , ZONE 2 2,86x! SF ~i AREA c ~ ® D
/ ~ 1 i % ~ I~
CB 5 , ~ 6 l I , G{ la
\ M 16 I 33 ~IIG`~
` i U~tOY , r• b~L]:l~~1'V~i~lY l:;~ ii W,
1 a R-30 •~CiF~lr~ _ ~~'~~I % NOTE: ~w aNA ~t~N ar~p A~ G PLACED AT A MINIMUM OF 1 B' ABOVE 1HE 44NC, i
~ ~ TfAI ~ f - SEWERLINE WILL BE SEWE~NE WILL •BE DESIGNED O N SPA 48' PIPE AT THE CROSSING. THE
~ • w• ~ ~ w - 21 , 35 sq.ft. NMTH THE Cf>FISTRUCTiON DRAWINGS.
5.0 acres
• R
~ r i • i I t i NQTES:
• 3 ~ 11 ? I ~ ~ 8 • EVEL N~ 14 1 ~ D TO NORTH CAROLINA ( ~ , , PUBLIC AND CONSTRUCTE
• 'DER ~E MANGUM PR - PG. • a.. ~ x50 x GR vE -ALL STREETS WILL BE 1 5 PORTATION STANDARDS
R-JO _ ~ c' ONSTRU TlON DEPARTMENT OF TRANS Y SPRING. - DED BY THE TOWN OF HOLL TRAN WATER WILL WILL BE PROM
~t 1fi - { S - Y TOWN OF HOLLY SPRING. ~ Y WER WILL ~ PROVIDEp 6
- SANITAR 5E ROL- MEASURES WILL BE -LY SPRINGS EROSION CONT _ HOL ALL TOWN OF
Nff N~ e ~ 5 WITH DURING CONSTRUCTION . ~ COMPLIED LL BE COMPLIED WITH
R ,M. 1965 363 ~ B JO O~ N ~ 2 HAZARD REGULATIONS WI ~ o,~ -ALL FEDERAL FLOOD
RE i1M. °f" NG CONSTRUCTION MITTED ~ r 4 3 DURI APPROVALS SHALL BE SUB
r t N/f Z ~t STATE AND LOCAL~GOVERNMEN - Au' FINAL PLRT APPROVAL
B.N. 19 C. mMme Z SUBDIVISION OFFICE B€FORE .c TO TIDE RAPHY MAPS AND
AL - _ N FROM WAKE COUNTY TOPOG ~a TOPO TAKE IGN OR QUANTITY TAKEOFFS USE EXTENSIVELY FOR DES
08 SHOULO-NOT BE
f - CQNTQUFt INTERVAL IS 2 $ - - ~ E PROVIDED FOR ALL AREAS
N~ » ° 111t0111Y SA?alA oP E BU - RAINAGE EASEMENTS SHALL 8 aa. D SHALL BE SHOWN ON THE Tt~tal"r sualA - e- ~ G 4 ACRES OR 4 LOTS AND (n DRAININ TER
CALE: 1 = 50 B.M. ,9l9 ~ S r.w.1s~ Po. eee ND ON THE FINAL PLAT, AF CONSTRUC110N DRAWINGS A VERIFIED
R I ED AND HAVE BEEN FIELD _ _ CH AREAS CAN BE DETERMIN S SU _ SIGNATED AS UTILITY AREA
i ON OPEN SPACE NOT DE -PERMANENT COMM GNATED AS
i NATURAL STATE AND DESI SHALL BE KEPT IN THE1R D AREAS.
OF NATURAL AND WOODS - REAS FOR THE CONSERVATION STRUCTION
i A IS REQUIRED BEFORE CON - TRUCTION DRAWING APPROVAL CONS
i I I - ROJECT MAY BEGIN _ ON THIS P NG WIIL BE FIELD
I T TREES AND STREET LIGHTI - LOCATfON OF STREE
~ ~ n ATED TO ELIMINATE CONFLIGT VALVE GOORDLN TN A PRESSURE-REDUCER
~ _ RVICE SHALL BE EQUIPPED WI MATH THE FOLLOWING PLANS WATER SE OJECT' SHALL 8E CONSTRUCTED IN ACCORDANCE TANDAROS OF MOLLY SPRINGS. PRIVATE SIDE OF THE METER
~ ~ GINEERING DESI(~1 AND CONSTRUCTIONS ON THE AND THE ADOPTED EN A>~ ~ At~vED pIs~LIM1NARY_PLAN-- _ N TO BE DONE BY CP&L
LEGEND THESE iqS WE1tE PREPARED_1t9 ~ WIiOSE SEAL ANO SIGNATURE APPEAR - - LIGHTING PLR OMMENDED AT THE RATE Y THE >"owN. FUR11iERM THE ENGINEER 0 AND cONSTRUCTiON EDICATION WILL BE REC APPRO a WN HOLLY SPRINGS ENGINEERING cT. -FEE-IN-LIEU OF LAND D
PR AD BELOW THIS CERTIFIES THAT THE TO EWED FOR APPIJCABIUIY TO THIS PARTICULAR PROJE T. TTY NDARDS HAVE BEEN THOROUGHLY REVI ~ LISTED SPECIFICALLY ~ #574.00 PER LO qll gE THE RESPONSIBIL
.3~F.9-STORM SEWER PIPE srA ~ DEwAT+oNS FRDM TME STANDARDS EN SPACE AND POND SH ANY PROPOSED EXCEPTIONS -MAINTENANCE OF OP
ON SHEETS OF THESE DRAWINGS. _ _ - - HOME OWNER ASSOCIATION. VELOPER QF THE R.O.W. DE RADIUS ALONG THE
~ RSION DITCH DIVE V10US CA1.CU[AT1aNS _ T INTX. SHALL HAVE A 25 ESTIMATED IMPER RRY DEVELOPMENT ALL STREE ~ ALONG THE E.O.P. PE VE A 30 RADIUS
I T FENCE - s~ S L =1•~ Ac• - N ROA -ALL STREET INTX. SHALL HA AC. IN R/w ROCK SERVICE STAT10
_ CONSTRUCTION S€ ENCE = 4.22 AC. 500 Ac. IN Lan 03 SHEET 4
OBTAIN i,~ADING F~ERMIT FROM T.O.H.S. ONSTRUCTION ENTRANCE 1. GRAVEL C ~ooo sF PER LoT} RALEIGH, N.C. 276 (BasED = a
ENGINEERING DEPARTMENT. A~ ~A~ .6.09 Ac. RAfNAGE AND II~R-woos RELIMINARY. D TOTAL P
' .CONTACT TOWN OF HOhLY SPRINGS 2 GRAVEL DONUT . ENVlRON1~4ENTAL INSPECTOR FOR A - TOR OL PLAN FOR TEWART PROC OSION CONTR S ER
CTION MEETING. PRE-CONSTRU _ TILITIES ECT. ENGINEERING and SURVEYING
TOPOGRAPHIC, U ~ ) IFY ALL EXISTING CONbIT1ONS ( CUST01vi BASIN VER REQUIRE6. B PHIC SCALE 319 cHAPANOKE ROAD SUITE tOs GRA /I~,~S/ON
ENT BASINS AS SHOWN, NEEbED, OR 4. INSTALL SE61M SUED ~e RALEIGH, NC 27603 1661
r_f]NTACT T.O.H.S. FOR AN INSP€CTION _ _ B CURB INLET _ - - An teD ~ I TEL [phone] FAX 919 779-.- ~,.,..~n~un ~If1RT'N r_AROLINA
JHOLLY SPIZILllU'wrN41>nlr- AB-17-A5 SDRIIEYE-D ICY
-A N-6 08TAIN A GERfIFICATE OF COMPLIANCE. - - Im 5-. - BEGIN T -O CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION _ TREE PROTECTION FENCE - - DATE F56-SUNSET WAKE COUNR. B. PERRY
6. INSTALL AD0IAONAL EROSION CONTROL DEVICES (SILT FENCE, ITS OF DISTURBANCE IIi FBBT SCA LE DW 1 =100 DRAWN BY BLM G. NO.
• " UM ITS DITCHES, CHECK DAM, ETC.) iech too T P.I.N. 0750.04-82
ADING AND STORM DRAINAGE CONSTRU SPREADER 7. BEGIN ROADWAY GR CTIQN SSIPATORS AS NEEDED -H - LEVEL SCALE: 1"= 50' PB-SUNSE ZONED: R-
8. INSTALL GRAVEL DONUTS AND ENERGY DI REVISIONS: -2422

'fly
ITY
"RANCH

LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
~1 fMPACT PIPES AND EROSION CONTROL DfV1CfS MAY VARY ~1 IMPACT TO BETI~'R CONFORM TO FlE1.0 CONDITIONS.
uNEAF LINEAR FEET OF $TREAM• t35 LF
STREA STREAkt IMPACT AREA 270 SF, 0.01 Ac. ALl WORK AND MATERIALS SHAL-L CONFORM TO
WETIA Q WETI.ANO IMPACt AREA 2,724 SF, 0.06 Ac. THE STANDARDS AND SPECIFICATIONS OF THE
NVTERI INTERIOR BUFFER AREA !`ZONE. t) 4,692. SF TOWN OF HOLLY SPRINGS. THE CONTRACTOR
EXT~R d EXTI:RK)R BUFFER AREA (20NE 2) 2,668 SF PY OF THESE STANDARDS SHALL OBTAIN A CO
5 1 - TA.10+ 15 T. TBOC =440.49' TBOC . PRIOR TO CONSTRUCTION.
V. NI •436.70' V. IN =436.00' . OUT •436.50' INY. OUT •435.80
C-3
sT~l serRrf - ~ a+ART a Aldt 0E9GN
SH~'ET 9 FOR Pl STA. 15+85.31 L-1 ~ =20'2517 SLOPE INVERTiNYERT PIPE TYPE oRanu a2s 1ENGTH 511E AREA CFS FEET •z IN OUT LEnctH NIOTN oso uNn~c
L-4 R = 300.23' Ac ft Fi
~ A.11+ 2.40 L-t 1 . L . PUBLI p T = 54.08' Taos - 44116' A.12+11.44 L-1 1 LT. L = 107.0 J' A 15'RCP 0.41 1.92 ~ 0.83 437.0 436.7 8 15 RCP 0.54 2.fi1 28 1.79 436.5 436.0
NY. WT • 437,00' T80C •437.58' + V. 8i ¦ 433.20' 1 1 C 15~RCP 0.68 3.30 1372 8.13 433.0 422.0 0 15 ~ tt.13 5.28 24 421.8 421.5 "
MY. OUT •433.00' p f E 15 RCP f 18`RCP 1.37 6.74 140 236 42T.3 418.0 8.0 4.0 6 18" CLASS 8
CL MTX. STA. it 69.8D L-i M S A.1 L-1 L. p STA. 1 L-4 g X4 tSOC • 42e.t7 ~3 y~~, / A,i +i . L-1 L . nuv. au =42200' SPR~[~R SEE SHEET 1 ~ FOR G i S"RCP 1.01 4.22 24 0.83 414.7 414.5 L_3 H 15`RCP 1.17 5.16 40 1.25 414.3 413.8
V. OUT • 421.80' / T80C ¦ 417.64' b FP ~ . o~ . 4t4.11f e t2 ~ 1 18"RCP 1.56 7.93 36 10.0 413.6 410.0 8.0 4.0 6" 18" CLASS 13
F ~ ~ G 12 X TEE C ~ STA.1 os L-1 1 L . 51 PUBLIC R/W J 15"RCP 0.69' f.92 78 2.82 418.0 413:8. TBOC •425.70' K 15"RCP 0.30 1,67 84 4.52 420.0 416.2
W/8l0 INV. IN =408.6' ~ y IMTN NEADwALL~ GE 9iTfL STA: n+88.90 ~ INY. OUT • 421.00' (a, INTX STA. 20+b8.89•l-I L 15`RCP 0.16 0.89 36 2.22 421.0 420.2 STA. 11+42 L-3 8 M 159iCP 0.2$ 1.15 24 208 432.0 431.5
ao 1 ~ P w~tLANO Acr O N 15'RCP 0.52 1.36 30 9.33 431.3 428.5
~ 0 0 c s• I ao 0 15"RCP 0.10 0.69 24 1.25 421.0 420.7 P 15;RCP 0.39 2.37 150 7.0 420.5 410.0
5 ~ s. 4 93'48 t~ oo MH 8'"Xg" Q 15"RCP 0.49 3.95 90 7.33 409.8 403.E
~1 " 9 , I~H 1 S.S. 00 H LOCKING R 15 RCP 0.82 4.n Bd 6:0 403.0 398. 9 t ~ S 18'RCP 1.53 8.15 36 1.39 398.0 397.5 ~4r1 e
3 83'42'1 T 15 RCP 0.88 2.90 76 4_.34 400.8 397.5 U 15,I1CP 0.88 3.90 100 7.0 408.0 401.0
FlRE H NT ~ SSE Y + w Y 24 RCP 279 11.9 26 1.15 397.3 397.0 - W 24 RCP 3.04 t3.2 40 7.0 396.8 394.0
~ ~ ~ 1 ~ N X 13 RCP 0.67 2.64 98 0.51 394.5 394.0 p 1 Y 24"RCP 3.n t8.4 34 0.59 393.8 393.8 "
$ FlR RAT H R Q A Y / ~ ~ Z 30"RCP 3.95 19.4 100 3.40 393.4 390.0 20.0 8.0 13 24 CLASS 1 A.1 L-1 1 TdOC • 424.34' AA 48;RCF 22.1 81.2 60 1.90 408.6 407,5 32.0 120 13 24 CLASS 1
STA:13+84.70 L-1 13:5 RT. • 410. A Y 1860 = 428.11 MA NY. IN • 420:20' 88 24"RCP 3.52 11.3 40 7.5 436.0 433.0
IMPACT ~ TN pL INY. IN = 421.50' p r V. OUT • 421.30' t~ V. OUT • 407. EE Y OUT .420.00' CC 24 RCP 3.76 17.9 40 0.5 432.6 432.6 " SEE SHEET 10 FOR o0 30~RCP 4.91 2s.8 30 0.67 432.4 4322 XS TEE 30 RCP 4.95 26.0 50 9.60 432.0 431.7 20.0 8.0 13" 24" CUSS 1
F P MITN . + . - , . SHEET ~}JAIA~l ~ TBOC = 411.91 9 ~Q ~ ~ , lG '2 )H~ 9 ING - ~ FOR W/BLOCK L 3 , NOTE: PIPE F,I,Z,AA AND EE MALL HAVE F.E.S. AT OUTLETS
V C.1 - - A ~ V. IN 413.8f1' ~ ~'I n~ o V. OUT • 413.60' ) R PATOR * P~BCI 51 PUBLIC R/W PIPES caLCUUi~D aY RAnoroAt 1~ETHOo ~B(lC R r~ - 5 ?~1a~1:
PI STA. 10+92.77 L' 1 I5SI o C R o ~ = O.v13 1 s
~G ~ = 4? 25 14 ~ PAD ~ ~ A. } t- 1 .s Qg ~ n t10O - 4t9:98' R =200.00 ~ . 4 ,1I~ C'2 INY. T • 418.00' ~ _ V. IN 18.20' - 4t4:4d' • aa2o'
N ' ~ T =75.61' OU ~ C 4 Y. OUT • 416.00' T • 416.00
~ P! STA. 13+21.63 Ls1 ~iN F'~~ ~ ~ L = 144.59 p! StA 16171.34 L-1 D = OT50'46" ~ D = 12'35'28"
R = 300.00' ~ R =300.00'
T = 20.57' 1O0' NEUSE RIVER RIPARIRN BUf R ~ ~ T = 3J i0'
L = 41.08' MEASURED 50' fROM CREEK _ ~ r PM STA = tt+89. _ 5. ~ C - 65.93 ~ ~ N BANK~ON BOTH SIDE NOTE:
I~ N PVI ELEV = 441.00 SEWERLINE MILL BE PLACED AT A 4fitNIIJUAI OF 18" ABOVE THE 48" PIPE AT THE CROSSING. THE SEWERLINE WIU. BE DESIGNED
+ v A.D. _--6.31 0 WITH THE CONSTRUCTION DRAWINGS.
iv K =30.10 PVf STA = 13+00.
~ ~ PVI ELEV = 431.00
ro m ~ A.D. = 1.84 a n K =30:47
m CAIV V! W L 1 + ~ 50,00 VC
N ~ r
U U r
442 ~ W (p i°~ M
ui 1
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438
a ~ E .m $ /
8~ + 436 f ~ K = .00 f
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_ \ ~p
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A d' ~ JN 28
428 1~ ~ +
ARATION
I ~ n 426 r r 426
aol •~o ~ W NW ~
of ao m +i ~ + 424 ~ + N~ !U ~ t N p 24 I,
8
a e 0 ,p w A 422 ~ f. ~ 422
Z / ~ ~
0 SEP ATION Z / 420 _ a'a b" AUG ~ fi ~DG ~ .N 42U ~
t ~ n
418 ~ / tt N ri? WET DENP • tNAT~ ~ tlUgliTY 418 ~~s~rosroRMwnrE R dkgNCH
U ~ 2Z ~
+ t Y= 414.6' 416 IP _ 416
1 EGG ~ 4
N 4i4
414 / a
412
412
N°ob TOP OF ADWA 410
410 + ' ` 4 '
~ ~ n PIPE AA • 408
408 ~ W N ~ V. OUT 407.5 + ~~a r~
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~ ZZ ~F'-- zz
3» 404 ENGINEER AND SURVEYOR
404 0 g MIKE STEWART/HERB PROCTOR
TO LOW FOR AQUATIC FE PASS FE PASSA E 402 319 CHAPANOKE ROAD
4O2 RALEIGH, N.C. 27606
4OD
400
398
398
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING ~YS§PRINGS. 396 AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLL
396 ' THESE P NS WERE PREPARED IN CONFORMANCE MATH THE kPPROVEO PRELIMINARY PLAPPEAR
DATUM ~V 99500 APPRO 9Y THE TOWN. FURTHERMOR THE ENGINEER WHOSE SEAL AND SIGNATURE TION BELOW THIS CERTIFIES THAT THE TOWN -HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUC
STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
rp M ~ .aMO ~ ~O QO MO d'c~0 ':u~'1 ~u~ ap M O ~ n , ~ Q r r N r m . ° N ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY a0 N o N t+i N N n M O M DN SHEETS OF THESE DRAWINGS.
~ N ~ Ma' r' N~ M~ NN ~Ol M~ pn ~ ~ ~ t~ a~ a~. e~ a~ a~
t8+oo 19+00 20+0o SHEET 8 t7+00
11+00 12+00 13+00 14+00 15+00 t6+00 t7+00
- OCTOR ROADWAY PLANS FOR STEWART PR
ENGINEERING and SURVEYING
nnnrii r I itrl,li l-nn 1 1 319 CHAPANOKE ROAD SUITE 106
rnur i~t vre vv r vri L RALEIGH. NC 27603 SUBD/VIS/01V
TEL. [phone] FAX [phone]
DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
SCALE 1"=50' DRAWN BY BLM PB-SUNSET WAKE COUNTY A. B. PERRY DWG. NO.
P13-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422
REVISIONS:

RAivcH

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di'
9 CAR 0~1 N A
'MENT L.L.C.
5600 ROCK SERVICE STATION ROAD
RALEIGH, NORTH CAROLINA 27603
oFNR_ 3l Z~~S D
IMPACT SUMMARY TEMPORARY IMPACT RY IMPACT SUMMARY ~r~os ~ MD' ~WAGty
z LINEAR t. IMPACT TYPE Ft~
IMPACT TYPE Ft F Ft' LINEAR Ft. ~""wfiR~gy
LOCATION (CH AND WL) (CH ONLY) LOCATION (CH AND (CH AND WL) (CH ONLY)
1 CH 270 135 2 CH 40 40 20
1 JW 2724 - 2 JW 6160 6160 -
1 NB Z1 4692 - 2 NB 211203 Z1 1203 -
Z2 2668 - Z2 804 Z2 804 (PACT 2007 -
TOTAL BUFFER IMPACT 7360 - TOTAL BUFFER IMPACT 2007
TOTAL ACREAGE TO BE DEVELOPED 21.04 Ac.
TOTAL NUMBER OF LOTS 46
TOTAL IMPAG'T SUMMARY OPfN SPACf 5.50 Ac.
IMPACT TYPE Ft2 LINEAR Ft. Ft. AREA /N STREETS 2.91 Aa
LOCA110N (CH AND WL) (CH ONLY) LY) LINEAR FEET IN STREETS 2536
1 CH 310 155 AVERAGE LOT SIZf 11,960 s(
2 JW C884 - PROPoSED ZON/NG R- f 0
3 NB 215895 - M/N/MUM LOT DIMENSIONS LOr WIDTH: 70'
ZP 3472 - LOT DEPTH: 100'
TOTAL BUFFER IMPACT 9367 -
~x.p oS - IS 28 GENERAL PROJECT NOTES
i
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
~optoe ~o~hy CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
ae SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
S~ CONSTRUCTION OF THE PROJECT. zmza ti
an ~c,yFNQ~eE~p r~ CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
~g+++~~~EI„„„,,,L,,,. ~ GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
19 CHAPANOKE ROAD 3 THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
ALEIGH NC 27603 R ,
ti,.
- -1661 TFI q~ ~ 77~ 1 X55 FAX 919 779 ~~~~~os ASHALL BERN ACCORDANCE WITH TH~ TOWN OFTHOLLYESPRINGS SEDIMENT
AND EROSION CONTROL ORDINANCE.
NO" NOTE:
P 41 PROJECTED SEWER USE
46 LOTS X 3 BEDROOMS X 120 GPD/BEDROOM16,560 GPD

- -
NTS CUSTOM DRAINAGE STORAGE STORAGE BASIN SIZE WEIR
AGE AREA C 110 1 Q FACTOR LENGTH LEVEL SPREADE CUSTOM BASIN DRAIN FLUSH .EVEL SPREADER AR A Ac, RE UIRED PROVIDED W x L X D LENGTH . o~ ~ e BASIN E ( ) Q e
~IS,~N~6'~ 7.2 4.21 CFS 13 55' 1 1.3 AC. 0.45 , 55' i I ~ M,r e b ~ ~ rte, CB #1 1.26 2295 CF 2448 CF 18 x34 x5 10
2 0.4 AC. 0.45 7.2 1.30 CFS 13 17~ 17 ~ rt 0.37 667 CF CF 10'x20'x5' 10'
3 2.0 AC. 0.45 7.2 6.50 CFS 13 85~ 85 CB #2 667 , 26 1.95 3531 CF 3872 CF 22'x44'x5' 10'
4 0.6 AC. 0.45 7.2 1.94 CFS ~ 13 26, 5 2.1 AC. 0.45 7.2 6.80 CFS 13 89~ CL ® CB 3 89 999 CF 10' GRADE POINT CB 4 0.55 1104 CF 12,x23,x5; , 47 , P"'~,°' CB 5 0.8 1447 CF 1624 CF 14x29 x5 10~
6 1.1 AC. 0.45 7.2 3.56 CFS 13 47 ' ~ 7 4.1 AC. 0.45 7.2 13.3 CFS 13 173 173 A . srosc
CROSS SECTION FOR CB 6 1.06 1924 CF 2048 CF 16'x32'x5' 10~ e - no.oc TYPICAL c • s• eas,x CB 7 4.1 7442 CF 7800 CF 30;x6~'x~' 10,
~ ~ 1 i o - e• Aec CB 8 0.2 363 CF 450 CF 10,x15 x4, 10,
1 / / / V CB 9 0.8 1452 CF 1624 CF 14x29 x5 10
~ ~ / /
/ ~ ~ / .
~ ~ E IN ~ / ~ Q / i i
~ / / ~ ~ • 1 ~ ti ~ ~ i
/ 5 ~ T.
~P i / / i 5
MH 1 / ~ I
' 11111 i NSF C R A
1111 5F ouc suw i >t~ 11 D.B. 906 G, 8 4 / ~ • / ~ ~
1~ 11 z M , ~ 2 CANT 1 ? , - BONE 1 / i i j
1~ ? ~ ~ ~ \ 1111 . - - ti~ / 1 ~ i i I 1 i
i i ~ ~ i
\ K PROP. MN~1 0 ELISE RIVER FF / OF ZONE 1 ~ n ?~rrrrrrr~ rr~' M ED 5 FR CREEK i~ ~ ~ ~ t e
i • • ~ ~ c3'
i \ ~ ~ ~ R D
ONE 1 ~ / ONE t R . TLA .ti . ~ o
/ ~ PAC / ~ ~ 0 SAN. R ~ ~ , O j ulq j n/ ; ~ PACT ~
ZONE ~ ~ i / oaE o, ENCE / ASEMENT " I ti ~ / .M. PC. 1 , W ~ I i
? 11 ~ ANNA CURRIN ? I r ~ ~ ESID
/ ? 11 ? ~ ~ r - - B.M. PG. 599 / ~ ~ ~r¦ R-?D / 1
11 ,IAL ~ B 10 PI ~ 2
/ ? r • 0
• ~ + ? S - _
/ i w CB 7 N D L D APE I
1 / / 1~i? d .3ti 1 / ~ w \ I p ~ W ~ MPA T IPE A IWACT
/ ? 2 ry ~ N iV N ~ " ~ ~ ~ 4 C
~ ~ 1N 1111 ~ p
23 ~ i ~ e ~ r i ~ a ~ R A ~ ~ 1 ~ r ~
• ~ I ~ 2 I ~ I o ~ ~ R I1 ~ ~ I 1
1 NSF ? ~ ~ 1
0 ~ j 1
~ II~JO) 2 » ~ 1 ~ i~ 1,
SCALE, 1 = 50 ~ ~
POND ~ 0~ ~ I
0 2 EMPOR RYIMPACT o d _
~ OPEN SPACE 20.`. c I 218,235 s .ft. 11
LINEAR FEET OF STREAM 20 LF / t 4 31
~ ACT AREA 6180 SF, 0.14 Ac. 9 ~ 5.01 OCPe3 ~ WETLANp IMP N~ t AD
® INTERIOR BUFFER AREA (ZONE 1) 1,203 SF OY / ~ B.M. 1 It E%TERIOR BUFFER AREA (ZONE 2) 804 SF tp~ER I ~
RESIDEN 2 i i
44 I ~ 0 I
j 1 ELISE RIVER RIP U ~t' t~
' I Y ASURED 50' FR E ~ I BANK,ON BO ES.
~,r/ ~ ~
i ~ SCALE. 1 = 50
OY REYN ~ 1 1114 1~ IMPACT I
/
~ ' I / J / ONE 0 LINEAR FEET OF STREAM' 135 lF
STREAM IMPACT AREA 270 SF, 0.01 Ac. WETLAND IMPACT AREA 2,724 SF, 0.08 Ac.
\ ~ 111 ~ i G ® INTERIOR BUFFER AREA (ZONE 1) 4,892 SF
- ~ 11 CB 5 ~ ~ 6 I ~ ExTERIOR BUFFER AREA ZONE 2) 2,888 SF (
1~ p I 3 , t 5 ~ 1 16 1 33 ~ o k
111111/~~ LEROY 3
1 I I 4 N .
1 RE9DEN11AL ~
1 t CB 1 AN NOTE:
R 0 N SPAC SEWERUNE WILL BE PLACED AT A MINIMUM OF 18" ABOVE THE 21 , 35 sq.ft. 48' PIPE AT THE CROSSING. THE SEWERLINE WILL BE DESIGNED
~11 1 LIM OF S RB CE [phone] 11111 Uj t` ~ ~ ~ gg WITH THE CONSTRUCTION DRAWINGS
R r; R e 5.0 a r
N/F 3 2 11 t l I I j ~ \
~ NUE lEE MAMflJ11 14 1 t ~ 8 r ~ e.. t985 PQ t//4 ~ 7 L_ NOTES:
W Z ~ R-]0 6 O w RE TIAI 1 5'x50'x " GR VE _ H CAROLINA ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORT
~ 11 ONSTT2U TION N STANDARDS DEPARTMENT OF TRANSPORTATIO
O Q. ~ NTRANC -WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRING.
N~ - TO N OF HOLLY SPRING. SANITARY SEWER WILL BE PROVIDED BY W
N~ - PE 8 ER ~ I R M 0 S ANGUM ~ ~ ~ 5 TROL MEASURES WILL BE IGUM . ~ -ALL TOWN OF HOLLY SPRINGS EROSION CON
Z 9 P . 3 .M. 1985 X383 ~ ~ 13 ~ I D WITH DURING CONSTRUCTION ~ o~. 2 COMPL E
N/F n nAl M t' #25 FR ~ CUM ~ M ~ -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH ~ 4 3 AM
CB 6 &MZONED: R C Z ~ CONSTRUCTION DURING z
f~ RESID AL - ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED - - ISIO OFFICE BEFORE FINAL PLAT APPROVAL - TO THE SUBDIV N
• ~e - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
So 0508 4 , o UANTITY TAKEOFFS. SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR Q
JAM YlILSON 5o a 2s, SE - -CONTOUR INTERVAL IS 2' N~ B.M 988 PC. OP UE BU
S nMOTNY SANDIA nMOTHr SANDIA R_ -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS .M. 1999 PC. e86 RESIDEN ~
B.M. 1999 PC. 186 ONEO: R R 4 LOTS AND SHALL BE SHOWN ON THE a"~: - / DRAINING 4 ACRES 0 R CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
ETER IN D AND HAVE BEEN FIELD VERIFIED SUCH AREAS CAN BED M E
-PERMANENT COMMON OPEN SPACE NQT DESIGNATED AS UTILITY AREAS
i i i ND ESIGNATED AS SHALL BE KEPT IN THEIR NATURAL STATE A D
i i~ T RAL AND WOODED AREAS. AREAS FOR THE CONSERVATION OF NA U - OR CONSTRUCTION
i CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEF E CT AY BEGIN
i ~ ~ n ON THIS PROJE M n - L BE FIELD-
~ i LOCATION OF STREET TREES AND STREET LIGHTING WI L COORDINATED TO ELIMINATE CONFLICT
i THIS PROJECT sHAU BE coNSTRUCTED IN AccoRDANCE WITH THE FOLLOwINC PLAN -WATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER VALVE
i U LEGEND PR A AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY RINGS. ANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN ON THE PRIVATE SIDE OF THE METER
THESE PL FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR _ ,yy APPROVED BY THE TOWN. ING DESIGN AND CONSTRUCTION LIGHTING PLAN TO BE DONE BY CP&L
i ~W uyyy ~ ~-STORM SEWER PIPE gNOARp yyo BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENgNEER TANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. -FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
0 oFESSio'~.ti " S NS FROM THE STANDARDS ARE LISTED SPECIFlCALLY p''~.ti ANY PROPOSED EXCEPTIONS OR DEVIATIO OF $874.00 PER LOT. ,
DIVERSION DITCH ~ ~ Q a ON SHEETS OF THESE DRAWINGS. -MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY
sEAI. ~ -sF- SILT FENCE 22aZ4 DEVELOPER T N. • IATIONS OF THE HOME OWNER ASSOCIA 10
s, ~ 4 ~ ESTIMATED IMPERVIOUS CALCU PERRY DEVELOPMENT _ US ALONG THE R.O.W. -1,ss Ac. ALL STREET INTR. SHALL HAVE A 25 RADI A. AC. IN R/W ,
1. OBTAIN GRADING PERMIT FROM T.O.H.S. ~ ~r AC. IN LOTS ¦ 4.22 AC. 5600 ROCK SERVICE STATION ROAD -ALL STREET INTX. SHALL HAVE A 30 RADIUS ALONG THE E.O.P. P.
T. GRAVEL CONSTRUCTION ENTRANCE ~c FNaINE~ P~.~ ENGINEERING DEPARTMEN y ~ BASED ON 4000 SF PER LOT) 7603 ( RALEIGH, N.C. 2
~ TACT TOWN OF HOLLY SPRINGS gELL~8'~ 2. CON ~ I ~ ENVIRONI~NTAL INSPECTOR FORA "I t AC. OPEN SPACE ¦ 0 SHEET 4 ~ TOTAL IMPERVIOUS ¦ 6.09 AC.
GRAVEL DONUT PRE-CONSTRUCTION MEETING. AND PRELIMINARY DRAINAGE
ALL EXISTING CONDITIONS TOPOGRAPHIC, UTILITIES, ECT.) 3. VERIFY ~ STEWART-PROCTOR
S SHOWN NEEDED, OR REQUIRED. B CUSTOM BASIN 4. INSTALL SEDIMENT BASINS A , NGINEERING and SURVEYING EROSION CONTROL PLAN FOR
T T.O.HS. FOR AN INSPECTION 3/ ~ CONTAC B CURB INLET CALF ~ GRAPHIC S 319 CHAPANOKE ROAD SUITE 106
AND OBTAIN A CERTIFICATE OF COMPLIANCE. RALEIGH, NC 27603 ,99 0 ~ ,~9 ~ V 1
.~~1 ~ ~ AFrlnl Tn C~FAR AND GRUB AREA FOR ALL STREET CONSTRUCTION ,~~_Tp~c pQnrt`rrlnnl FFrvr.F 10° _ _ I _ I I I I I TEL. [phone] FAX [phone]
vv ~ irr 11\LL I nvlw ivi• i ~ •vr JOB
fi• INSTALL ADDITIONAL EROSION CONTROL DEVICES SILT FENCE, DIVERSION DITCHES, CHECK DAM, ETC.) LIMITS OF DISTURBANCE ATE. 08-17-05 SURVEYED BY HOLLY SPRINGS TOWNSHIP NORTH CAROLINA D
7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION. PB-SUNSET ( IN FEET) SCALE 1- „_100 DRAWN BY BLIP WAKE COUNTY A. B. PERRY
ENERGY DISSIPATORS AS NEEDED. e$- LEVEL SPREADER 8. INSTALL GRAVEL DONUTS AND 1 inch = 100 ft DWG. N0.
I PB-SUNSET REVISIONS: ZONED: R-10 P.I.N. 0750.04-82-2422
SCALE; 1 = 50

I
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY
1 IMPS # #1 IMPACT r c NDrrroNS. TO BETTER CONFORM TO FELD 0
L LINEAR FEET OF STREAM 135 LF
STREAM IMPACT AREA 270 SF, 0.01 Ac.
D ~ • WETLAND IMPACT AREA 2 724 SF, o.os Ac. ALL WORK AND MATERIALS SHALL CONFORM TO
® I E 1 THE STANDARDS AND SPECIFICATIONS OF THE ® INTERIOR BUFFER AREA (ZON ) 4,692 SF
E UFFER AREA ZONE 2 2 668 SF TOWN OF HOLLY SPRINGS. THE CONTRACTOR EXTERIOR B ( ) ,
CI CI 3 A.1 +4 . O L-4 1 L. A.1 + 1.69 L-4 1 SHALL OBTAIN A COPY OF THESE STANDARDS PRIOR TO CONSTRUCTION.
TBOC ¦ 440.49 TBOC ¦ 440,01' INV. IN ¦ 438.70' INV, IN ¦ 436.00'
INV. OUT ¦ 438,50' INV. OUT ¦ 435.80' C-3
F PI STA. 15±85.31 L-1 STORM SEVER -PIPE CHART Q~
SEE SHEET 9 OR v - 20'2517 PIPE TYPE DRAIN 025 LENGTH SLOPE INVERT INVERT QJ~~IPATOR pE51GN
L-4 R = 300.23' ' cl t T = 54.08' SIZE AREA CFS FEET fi IN OUT LENGTH W10TH D5O LINING Ac ~ ~ 1 >
A. + . - 1 P a , A 15;RCP 0.41 1.92 ~ 0.83 437.0 436J B 15"RCP 0.54 2.81 28 1.79 438.5 438.0
TBOC ¦ 441,18' A, +1 .4 - L = 107.01 I NV. OUT ¦ 437.00' T80C ¦ 437.58' INV. IN ¦ 433.20 ~ C 15"RCP 0.88 3.30 72 B.iJ 435.8 4J3.20 D 15 RCP 0.70 3.50 8.40 433.0 422.0
INV. OUT ¦ 413,00' CI 5 E t5~RCP 1.13 5.28 2~ 1.25 421.8 421.5 " "
TA, 11 89.88 L-1 A. 3+ 4, 0 - 1 , LT. ~ CI 7 CL INT1(. S STA. 10 L-4 6"X4" TEE TBOC ¦ 428.1Y 3 ~E / S A.16+18,87 -1 1 SEE SHEET 10 FOR F 18"RCP 1.37 8.74 i 2.J8 421.3 418.0 B.0 4.0 6 18 CLASS B G 15 RCP 1.01 4.22 24 0.83 414.7 414.5
INV. IN ¦ 422.00 ~PREA TBOC ¦ 417,64' ~ R /B CKING INV. OUT ¦ 421.80' ~ INV. OUT ¦ 414.70' 0 FP i C L-,3 H 15pRCP 1.17 5.18 40 1.25 414.3 41J.8 "
F~ F g~E~ ~ 12 X TEE 0 ~PR~DER I A 18+55,08 L-i 1 .5 L , 5 PUBLIC R W I 18 RCP 1.58 7,93 38 10.0 413,8 410.0 8.0 4.0 6 18" CLASS 8 J 15"RCP 0.69 1.92 78 2.82 418.0 413.8 TBOC ¦ 425.70' K 15"RCP 0.30 1.87 84 4.52 420.0 418.2
ING INV, IN ¦ 408.6' 0 ~ ~BLO WITIi HEAOWAUPIPE A CL INTX, STA, 17+88,90 L- c P Oro' ~ 1 P ° - _ INV. OUT ¦ 42L00' CL INTR. STA. 20+55.89 L-1
V ~ ~ H 12 00 ~p w WETLAND I ACT STA, 10+00 L G~ ~ 13 00 ~ /HEAD J ~ Cj 00 ~ IMP CT A. ti 42 -3 L 15"RCP 0.18 0.89 36 2.22 421.0 420.2 O ST + L M 15"RCP 0.28 1.15 24 2.08 432.0 431.5
11 ~ ~ " 'O 1 00 N 15"RCP 0.52 1.36 30 9.JJ 431.3 428.5 0 15"RCP 0.10 0.69 24 1.25 421.0 420.7
~ 0 0 5 ~ ~ P ~ Q 93'48'2 ' P 15"RCP 0.39 2.37 150 7.0 420.5 410.0 8"X8° TEE ~ 0 15~RCP 0.49 3,05 90 1.33 409.8 403.2
3'3' 17 00 MH ei 1 " 9 MH 8 0o t9 Do 20 W H /BLOCKING R 15"RCP 0.82 4.77 80 8.0 403.0 J98.2 8J'42'1 95 Q S 18 RCP 1.53 8,15 38 1.3A 398.0 J9L5
n~ 83'42'1 3 T 15"RCP 0.66 2,90 78 4.34 400.8 397.5
RE Hyp ~ ° I FISSEMBL NT + U 15"RCP 0.88 3,90 100 7.0 408.0 401.0 I V 24"RCP 2J9 11.9 28 1.15 397.3 J97,0
~ + ~ s ~ ~ N - W 24, RCP 3.04 13,2 40 7.0 398.8 394,0 CI 1 X 15 RCP 0.67 2,64 98 0.51 394.5 394,0
R~, ~ $ „ FIRE RAT ~ ~a w ~ p cl ASSEM Y -fl R N Y 24"RCP 3.77 16.4 34 0.59 393.8 393,8 A. + - Z 30"RCP 3.95 19.4 100 3.40 393.4 390.0 20,0 8.0 13" 24" CLASS 1
'gym ~ "ASSEMBLY S A,1 + 4. L-1 1 .5 D I V, T¦ 410,0 N 180C ¦ 418.17 ~ Y8h{ E,S, TBOC ¦ 424.J4' AA 48;RCP 22.1 BL2 60 1.80 408.8 407,5 32.0 12.0 13" 24" CLASS 1 INV. IN ¦ 420.20 BB 24 RCP 3.52 17.3 40 7.5 38.0 433,0
~ INV. IN ¦ 421,50' WE1LA 3 IMPACT CI (R INV. ouT ¦ 421.30' IMPAC ? NV. WT ¦ 407. B E INV. OUT ¦ 420.00' CC 24"RCP 3.78 17.9 40 0.5 432.8 432.8 `'E $ "X8 TEE SEE SHEET 70 FOR DD 3o~RCP 4.9i 25,8 30 0.67 432.4 432,2 " "
~ WITH HE STA.16+5 .17 L-1 13.5 T. E SHE TBOC ¦ 417,91' ~ 9 11~ "INV. ~ -2 HEEj' g EE Jo RCP 4.95 26.0 50 0.60 432.0 431.7 20,0 8.0 13 24 CLASS 1 _2 FQR W/BLOCKING L-3
U _ 22 ~ IN 413.80 , C 1 ~PR R1 ~ INV. OUT ¦ 413.60' ~ ~ P 5 , P NOTE: PIPE F,I,Z,AA AND EE SHALL HAVE P.E.S. AT OUTLETS p ~ UBLIC R/W PIPES CALCULATED 8Y RATIONAL METH00
~ PI TA. 10+92.77 L-1 ISSIPATOR UBL/~ 5~ R S~" o ~ t o R ~ _ ~ PAD UBL~C Tc ¦ 5 MIN. to R
Q ~ 412514 / A.1 +a s3 L-1 r, r ~ ' n TBOC ¦ 419.98' 5 ~ R ¦ 200.00 A.1 t4 .6J L-1 1 . n ¦ OA13 HOC ¦ 419.98'
``~~P ~ ~ C-2 INV, OUT ¦ 418.00' ~ ~ _ INV. IN 418.20 r` ~ P T = 75.61 ~ C 4 INV. OUT ¦ 418,00' VV. IN ¦ 418.20' VV. OUT ¦ 418.00'
'1 ~ PI STA. 13+21, 63 L-1 NTH v.ES, ~ ~ L = 144.59 - ~ PI STA. 16±7iN34 L-1 ~ - 07 50 46 ~ ~ = 12'35 28
R = 300.00 R = 300.00'
T = 20.57' 100' NEUSE RIVER RIPARIAN BUFF R T = 33.10' I
L = 41.08' MEASURED 50' FROM CREEK L = 65.93' ~ r PVI STA = 11+69,8 BANK ON BOTH SIDES. ~ NOTE;
t N PVI ELEV = 441.00 r cJ SEWERUNE WILL BE PLACED AT A MINIMU~1 OF 18' ABOVE THE
c ~ A,D. _ -6.31 ~E~L~ 48" PIPE AT THE CROSSING. THE SEWERLMIE Wql BE DESIGNED
K ¦ 30.10 55REA6ER P A = 13+00.5 P VI ST WITH THE CONSTRUC110N DRAWINGS
t^ PVI ELEV = 431.00 m ro A.D. = 1.64
m
~ K = 30,47 L1 + n 50.00 VC
N ~
U 442 ~ \ W ~ t I~
~ ^ ~ _ ~ N
u
440 ~ N 1
_ ~ W 438 ~ o
•a '
8~ N / 436
436 a' u ~ K = 0,00 i y._._.._._..~.,-
~1 ~ ~
434 W ~ i
~ 2
432 ° i
- 30 I
430 _ _ -ai-.. A ~ ~ \ o I /
~ r._._ w - - 17 J ~ t0 ~ 28
428 > ~ w MIN.
I 60 ~ n ARATION 426
4 b 0 d~ ~ I ~ W ~ ~
~ N 00 t0 ~ d' + 424 4
424 + N~ ~ / II _ ~ I.
' ~ / ~
422 ~ z ~ti 1n ~ N , 422 ~ ~ N
» sEPA anoN ? z 1 N ~ 420
420 o. a 18 M aN r
r 418
418 ~ _ >
~Y ~ N V= 414.6' 416
416 IP - P 1 EGG ~ ~1 ~p1P -
- - - 414
414 _ z
~ I ~ SAW. - - 412 q
412 - -
ni °bb TOP OF H ADWA ss
410 ~ + ~ ~ V, _ 410 ~ Q~ ~ c I~ ~ _ SEAL ~ _
~ II PIPE AA • I ~
408 ~ w 48 N ~ I V. OUT ¦ 407.5 ~ ~ 408 22024 ! _ +aD lA.yi
406 ____.r.~.z z ' q ~s to ~ 0 406 ,y~FL , zz n
404 o 0, ENGINEER AND SURVEYOR ~ ~a
_ TO LLOW FOR AQUAl1C FE P~ - - MIKE STEWART/HERB PROCTOR
402 I1C FE PASSA E 402 319 CHAPANOKE ROAD ~ 3/ os
RALEIGH, N.C. 27606
400 400
398 - - 398
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS - 396 ANO THE ADOPTED ENGNEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY ~PRINGS.
396 DATUM ELEV THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN
9B~ 00 APPROVED BY THE TOWN. FURTHERMORE THE ENgNEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFlES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
~ n M $ r~oMO a!~ no 0o r7o ~N rN m o r ~ N r m o N STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
~ ~fI N Oi O ~ Oi 1M 00 ~ tG f~i ~ M~ MM NN MN NN '.Oi ^ao I~ X00 ANY PROPOSED EXCEPTIONS OR DEVIA110NS FROM THE STANDARDS ARE LISTED SPECIFICALLY tGN OM ~r rN C)~ Np N cov N ~ N M N ~ M ~ M ON SHEETS OF THESE DRAVNNGS.
~ ~ ~ ~
17+00 18+00 19+00 20+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 SHEET 8
STEWART-PROCTOR ROADWAY PLANS FOR
ENGINEERING and SURVE1fING
L 319 CHAPANOKE ROAD SUITE 106 RALEIGH, NC 27603 ~ CIIQAII/ICI/1A1
its VIV //V-1000 rAA Ulu IIU 1001 %0 VYY/ 7 1%01 WIT
DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
SCALE 1"=50' DRAWN BY BLIP PB-SUNSET WAKE COUNTY A. B. PERRY
DWG. NO.
PB-SUNSET REVISIONS: ZONED: R-10 P.I.N. 0750.04-82-2422
4

I
I
I
i
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE PIPES AND EROSION CONTROL DEVICES MAY VARY f
TO BETTER CONFORM TO FIELD CONDITIONS. I
s
2 TEMPORARY IMPACT ALL WORK AND MATERIALS SHALL CONFORM TO I x
THE STANDARDS AND SPECIFICATIONS OF THE
RINGS. THE CONTRACTOR LINEAR FEET OF STREAM 20 LF TOWN OF HOLLY SP t F
SHALL 08TAIN A COPY OF THESE STANDARDS WETLAND IMPACT AREA 6,160 SF, 0.14 Ac. UCTION. ® INTERIOR BUFFER AREA (ZONE 1) 1,203 SF PRIOR TO CONSTR i
EXTERIOR BUFFER AREA (ZONE 2) 804 SF I
r
`s (f
I
z
`t
' EUSE RIVER RIPARIAN BUFFER 100 N MEASURED 50' FROM CREEK I I
BANK,ON BOTH SIDES.
w ~ / k / C
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~ ~
9 t 9 \ o 1 ~n ~ P
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~ ~ N ~ ~ EXISTIP 1 EXISTING I
~ ~ ~ ~ He H
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~ ~ s f 8 .05 s~ .2
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MH 14 ~ ZONE ' + l~ ° l~ E
~ ONE 2 1 ~ ? pR N 9y
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EMENT ~--MH#1 ? . E
S ~"~S,~ ° ~ ~ SF S ~S,~
'~H ~ ~ ~ PROP. ' S N S F
~ "SAN. SEWER Fq F
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EASEMENT N ~ ~ E
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N ~ WTA D
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. I = ~8 30 ~ OUT= 9.54
FOR SSL- 7 PLAN VIEW V.

~ _
398 _.v. 0
396 _
394 _ r
\ - 392 _ F
I
390
i
388 ~ - - I
~ ~
ro M ~ \ ~ \ - 386 ~ _ F
of ao c ~?8 ~ i i
+ M ~ 384 n t
d~ . II _ J ~ I
yH~ ~ X130 LF. N. ~ 382 _ Q- _
~ ~ F. ' P J ~ I
Z ZZ N 380 _ _ _ E CASE IN O f
o~• ~ C NCRETE N
~ ~ (V . O J 378 d i
~ M~~ b ~ i
~ ~ ~ ~ 376 _ ___._._.aJl. o~ b'~ O o0 M of
~ Z p j j c0 Z 2M~M
374 _ - QIIM ~ II t
_ = j ~ _ O > II Z~Z~
Fw_O
372 - X » i ~ Z Z ^^e.ee
DATUM 1~18V ° a~ Ess~ f
97q, 00 3~1 pE 0 Q~ i
~ o ~o ao 0 m cc ~ ~ r x r I. ao ~ ! SEAL ° i
ri a cv m Cn ~ a~0o aNO ~ ~~p ~ ~ r 22024 ~ ~ i ao ao ~ ;
M M ~ M M ~ M M M M M i M M ;?J, I` I
'a 0 ~NQINE~~ ti y P.~ i q
+ 0 11+00 12+00 13+00 14+00 ~n F(L. S'~
10 0
I -
l ENGINEER AND SURVEYOR
WART HERB PROCTOR MIKE STE
319 CHAPANOKE ROAD -
RALEIGH, N.C. 27606 I
SHEET 7 0 k f
- ADWAY PLANS FOR STEWART PROCTOR RO
I ENGINEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 106
RALEIGH, NC 27603 [~IID / AI
Tci ae ~~e_~n~~ rsY C10 770_1RF1 JUODI ~IJIOI~
THIS PROJECT SHALL BE CONSTRUCTED : CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS „
AND THE ADOPTED ENGINEERING DESIGN THESE PLANS WERE PREPARED IN CONF ~PRINGS. a l- M - I- Vv NEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA ;PARED IN CONFORMANCE WITH THE APPROVED PREUYINARY PLAN DATE: 08_17_05 SURVEYED BY F
APPROVED BY THE TOWN. FURTHERMORE BELOW THIS CERTIFIES THAT THE TOWN 4. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET ` HAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION BLM WAKE COUNTY A. B. PERRY
A STANDARDS HAVE BEEN THOROUGHLY RI THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. SCALE 1 -50 DRAWN BY
SCALE: ? 50 (HORlZONT L) ANY PROPOSED EXCEPTIONS OR DEVIATI ONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY D WG. N 0. E DRAWINGS. PB-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422
1 " = 5' (VERTICAL) ON SHEETS OF THESE DRAWINGS. REVISIONS: F f
I
I

Z
2
a
~'o
~~O
S,y~~
y R SITE
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00
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~ F'~~ v
0
VICINITY MAP (no scale)
i
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r ~Ur
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I
9 CAROLINA
SENT L.L.C.
5600 ROCK SERVICE STATION ROA
D RALEIGH, NORTH CAROLINA 27603
IMPACT SUMMARY TEMPORARY IMPACT 5 IMPACT SUMMARY a~~Qd~~
IMPACT TYPE Ft' LINEAR Ft. IMPACT TYPE Ft~ Ft' LINEAR Ft. ~ ~ Zp05
LOCATION CH AND WL CH ONLY) LOCATION CH AND WL 'CH AND WL (CH ONLY) p~~ 3
1 CH 270 135 2 CH 40
1 JW 2724 - 2 JW 6160 6 60 20 Ogiµ~y~E~uw~hxNMCN
1 NB Z1 4692 - 2 NB Z1 1203 t1 1203 -
Z2 2668 - Z2 804 Z2 804 -
TOTAL BUFFER IMPACT 7360 - TOTAL BUFFER IMPACT 2007 CT 2007 -
TOTAL ACREAGE TO B£ DEI~ELOPED 21.04 Ac.
TOTAL IMPA CT SUMMARY TOTAL NUMBER OF LOTS 46
OPEN SPACE 5.50 Aa
IMPACT TYPE Ft~ LINEAR Ft. ARfA IN STREETS 2.91 Ac.
LOCATION (CH AND 4VL) (CH ONLY) LINEAR FEET IN STREETS 2536
1 CH 310 155 AVER4GE LOT SIZE 11,960 sf
2 JW 8884 - 3 NB 215895 - PROPOSED ZONING R-10
Z2 3472 - MINIMUM LOT DIMENSIONS LOT WIDTH: 70'
TOTAL BUFFER IMPACT 9367 - LOT DEPTH: 100'
y'
GENERAL PROJECT NOTES
~X-Q OS -~S Z $ ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
;~~~~.~'Ny CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
~ _ SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
an ~w CONSTRUCTION OF THE PROJECT.
'~;~2.F'~+~~~p P~r CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
319 CHAP NOKE ROAD A `ti`«• GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
RALEIGH NC 27603 THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
TEL. [phone] FAX [phone] ALL TEMPORARY^AND PERMANENT EROSION CONTROL MEASURES
i a s/ a~ anMu ?r- IN XI.I:VKUHIVI:t WI IN IFit IUWN Uh HOLLY SPRINGS SEDIMENT
NOTE: NOTE: AND EROSION CONTROL ORDINANCE.
PROJI PROJECTED SEWER USE
46 L( 46 LOTS X 3 BEDROOMS X 120 GPD/BEDROOM16.560 GIRD

1ST
CUSTOM BASIN DRAINAGE AREA C ItOFLUSH O FACTOR LENGTH LEVEL SPREAD LEVEL SPREADER ' " NTS CUSTOM DRAINAGE STORAGE
1 1.3 AC. 0.45 7.2 4.21 CFS 13 55' STORAGE BASIN SIZE WEIR 55' ',re~ as BASIN AREA Ac. REQUIRED PROVIDED x L x -h.~ m ~ ) W D LENGTH.
! 2 0.4 AC. 0.45 7.2 1.30 CFS 13 1 T 17 i i i rte. , CB #1 1.26 2295 CF 2448 CF 18 x34 x5 10'
'i 3 2.0 AC. 0.45 7.2 6.50 CFS 13 85' 4 0,6 AC. 0.45 7.2 1.94 CFS 13 26~ 85 ~ , ~ r rt. 2s, CB 2 0.37 667 CF
, 5 2.1 AC. 0.45 7.2 6.80 CFS 13 89 6 1.1 AC. 0.45 7.2 3,56 CFS 13 47 667 CF 10x20 x5 ~ 10~ 89, CL ® CB 3 1.95 3531 CF 3872 CF 22 x44 x5 10
! ~ 7 4.1 AC. 0.45 7.2 13.3 CFS 13 173 47 , v~ GRADE POINT CB 4 0.55 999 CF 1104 CF 1 ~ 173 A . 2,x23,x5, 10~
! 1 ~ i i ~ CB 5 0.8 1447 CF 1624 CF 14x29 x5 10 e • no.x TYPICAL CROSS SECTION FOR CB 6 1.06 1924 CF 2048 F '
i ~ / c • r eza.ac C 16 x32 x5 10 / o • e• ABC CB 7 4.1 7442 CF 780 ' 0 CF 30, x6~ x~ 10,
i - ~ F, ! , / CB 8 0.2 363 CF 450 CF 10 x15 x4 10
i / s ! ~ / CB 9 0.8 1452 CF 1624 CF 14'x29'x5' 10'
Q / ~
0 ~ / E IN ~ ~ / i
S~ / / ~ / ~P / / i
/ V T' / , / S / r
MH 1 / /
11~~~ ~
1111 ~~Ri F N/F ! ~Ii~ olk sulu c ~ ! - . ~ D.B. 908 G. 8 4 ~ / ~ V
Ij ~ NE 2 : ~ N Q. ~ R AD ~ ; ~
/ ~ CANT /~M / ~ ~f - - ~ ~ I / f ~ /
i, ~ ~ - d K ~ ~
~ / of ZONE 1 PROP. / I
~ •r¦n.~~~ r MH~n 0 ELISE RIVER FF ~ ` ••rrr M ED 5 FR CREEK ~ / ~ . ~ /
ONE1 ~ ~ ~ A ~ ~ TL ROP. ~ ~ ~ I I \ i i d'
U`- ONE t / ~ ?1 1. ` / ~ MAC / ~ 0 SAN. R ~ I E
/ ZONE A E ; ~ ~ ~ ~ N/F ~ S MENT / ~ R D NO I
/ ~ 1 ~ ~ \ O' ENCE , ? ~~R ~ + ti / ?1~ONE R ~ ~ B pl N ~ ~ ( PACT
' - - - ? ANNA CURRIN ~ I ? ~ ~ - / ? ~ Z ED: R- ? B.M. 9B1 PR 599 ~ ~ ? M ESID L \ W I Q
' Z ; R-20 ~ ~ 1 RES ENDAL ~ ~ ~
~ ~ ~
B 10 PI J
' • ~ ? R ~ / ~•1 ~ ¦ i I ~ S - QU 2 0
~ i CB 7 N D ~ ~ # -
i ti0?• L D APE U : ~ ~
~ ? 2 0 ~w 1111 ti i `1n w ~
' ? ~ ,N • R1n ( D N N I SIP ACT ~ IPE A ~
23 o ~ ~ O " C
• ~ aD 4 EV ~ ~ E C PRA R
N~ • 2 1 I ~ ~ ~
Y • 1 A85 PQ 1 • I ~ ~ R I f
f Z . R-JO 2 SCALE: 1 = 50 REST ~ ~
~ d`I ~~I ~
EMPORA Y IMPACT POND e! I r r I ? c o . d ,
LINEAR FEET OF STREAM 20 LF 20, 0 ~ ~ I OPEN SPACE - ,
WETLAND IMPACT AREA 6,180 SF, 0.14 Ac. ~ C ~ 218,235 sq.ft. 1 ~ I
® INTERIOR SUFFER AREA (ZONE 1) 1,203 SF N~ j 5.01 acres I EXTERIOR BUFFER AREA (ZONE 2) 604 SF &M OY RE C ' ~ ~ 1
ZONED: ~ 1 31
ESIDENn ~ ~ . A I
v, 2 ~I i 44 p I ,
I 1 0 ELISE RIVER RIP UFF V I
~ „ / ~ M ASURED 50' FR EE ; R
I BANK,ON BO S. ~ ~ ~
ROY REYN ~ ~ ~ ~ ~ c
a . 1164 J , / ~ ~ ~ DONEE I / SCALE: 1 = 50 I
/ ~ I I ' ~
/ ONE ~ ~ 1 IMPACT I f
~ / ? iii i ~ - LINEAR FEET OF STREAM 135 LF
i1~ ~ i ~ STREAM IMPACT AREA 270 SF, 0.01 Ac. { '.4 Q WETLAND IMPACT AREA 2,724 SF 0.06 Ac.
~1 Z CB 5 ~ i I ? 6 ~ , ® INTERIOR BUFFER AREA ZONE 1 4 692 SF I ( ) ,
~ii11111~~ 16 3 I ~ ~ 33 ' I 5 ~ EXTERIOR BUFFER AREA (ZONE 2) 2,668 SF
LEROY p 3
IONED; R-JO ~ ` . I 1 ~ RESIDENTIAL
V / ~
R /~~i
/ iii ~ 11~ 1111 1111 Uj LNI OF IS RB NCE NOTE, 0 N SPA
I ~ I ~ ~ 21 , 35 aq.ft. SEWERLINE WILL BE PLACED AT A MINIMUM OF 16" ABOVE THE 48 PIPE AT THE CROSSING. THE SEWERUNE WILL BE DESIGNED
' R I j ! N~ 3 2 I 1 5'0 CCfe3 WITH THE CONSTRUCTION DRAIMNGS.
LIE LEE MANCUM 14 ~ ~ 1 1 1 w r ~ 1985 PG. 1884 ~ 1 ~ 8
~ z Ea R-3o _ 6 ~ ~ 7 O RE 11A ~ ! Q'~ EN L ~
I NOTES:
~ ~ 11 ! N Q 5'x50'x " GR VE -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED T STRU TION 0 NORTH CAROLINA
I ~ ~o DEPARTMENT OF TRANSPORTATI NTRANC ON STANDARDS
N/F N ~ - WATER WILL WILL BE PRO VIDED BY THE TOWN OF HOLLY SPRING.
R MC 0 - ~ PE B ER ~ } ES ANGUM ~ ~ 5 -SAI I u , ~ N TARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRING.
B 985 .M. 1985 .383 ~ ~ II #25 N/F Z S ENTI ZONED' TIC of cV o n -ALL TOWN OF HOLLY SPRINGS EROSION CONTROL M A . N 2 E SURES WILL BE
CB 6 CUM ~ ~ COMPLIED WITH DURING CONSTRUCTION Mr 4
B.M. 1985 PG. i ZONED; R- 3 ~ alp -ALL FEDERAL FLOOD HAZAR D REGULATIONS WILL BE COMPLIED WITH
RESID AL Z Z DURING CONSTRUCTION _ -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE S
UBMITTED _ $ TO THE SUBDIVISION OFFICE BEFORE FI A
» > SCALE: 1 = 50 so o ' " ' ~ N L PLAT APPROVAL 5os 4 .o - TOPO TAKEN FROM WAKE COUNTY TOP OGRAPHY MAPS AND
50' B 25 SE SHOULD N T 0 BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
! N/F TIMOTHY SANDIA N/F JAI OP UE BUFF ~THr sANDU e.M AB8 PG. -CONTOUR INTERN ' R_ AL IS 2
B.M. 1991 PC. 688 ~ -o 199si PC. 688 RESIDEN ~ -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
i ~ DRAINING 4 ACRE F S OR 4 LOTS AND SHALL BE SHOWN ON THE
!I ~ CONSTRUCTION DRAWINGS AND ON THE FINA P L LAT, AFTER
i ~ SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
- PERMANENT COMMON OPEN SPACE NQT DESIGNATED AS UTILITY AREAS
i i SHALL BE K I EPT IN THEIR NATURAL STATE AND DESIGNATED AS
I ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS.
I~ ~ - CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
~ / ~ ON THIS P ROJECT MAY BEGIN
i ~ . ~ ~ -LOCATION OF _ . STREET TREES AND STREET LIGHTING WILL BE FIELD
R A ~ LEGEND COORDINATED TO ELIMINATE CONFLICT THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLAN
AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY -WATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER VALVE THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN ON THE PRIVATE SIDE OF TH
APPROVED BY THE TOWN. FURTHERf~ORE THE ENGINEER WHOSE SEAL AND IG E METER S NATURE APPEAR BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION -LIGHTING PLAN TO BE DONE BY CP&L
r ~ STORM SEWER PIPE ~N ~0 . ~ B i STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. -FEE-IN-LIEU OF LAND DEDICATIO `
! ~ .0 sr ! oFE o '~y ! DIVERSION DITCH ; 2 k~ '~y ANY PROPOSED EXCEPTIONS oR DEVIATIONS FROM THE STANDARDS ARE LISTED SPEC~ICALLY N WILL BE RECOMMENDED AT THE RATE ON SHEETS OF THESE DRAWINGS. OF $874.00 PER LOT. I
a SEAL - MAINTENANCE OF OPEN SPA
-sv- SILT FENCE @ ! 1. OBTAIN GRADING PERMIT FROM T.O.H.S. 22oQ4 ;c ~ DEVELOPER CE AND POND SHALL BE THE RESPONSIBILITY ESTIMATED IMPERVIOUS CALCUL4T10NS OF THE HOME OWNER ASSOCIATION.
A, ~ ENGINEERING DEPARTMENT. F ~ Q- ~ P RRY D ~ Ac. IN R W . , E EVELOPMENT _ , i ~ / 1 es Ac. ALL STREET INTX. SHALL HAVE A 25 RADIUS ALONG THE
~ GRAVEL CONSTRUCTION ENTRANCE p NQINti~ P: 2. CONTACT TOWN OF MOLLY SPRINGS y s AC. IN LOTS ¦ 4.22 AC. R O.W. P,. 5600 ROCK SERVICE STA110N ROA _
ENVIRONMENTAL INSPECTOR FORA qFL l.8'~ I n BASED ON 4000 SF PER LO ALL STREET INTX. SHALL HAVE A 30 RADIUS ALONG THE E.O.P. ( ~ RALEIGH N.C. 27603 AC. OPEN SPACE ~ 0 ~
PRE-CONSTRUCTION MEETING. GRAVEL DONUT TOTAL IMPERVIOUS ~ 6.09 AC. SHEEP 4
! 3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.)
4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED, OR REQUIRED. B CUSTOM BASIN CONTACT T.O.H.S. FOR AN INSPECTION S - P TEWART PROCTOR RELIMINARY DRAINAGE AND
8 CUR I 3/ ~5 AND OBTAIN A CERTIFICATE OF COMPLIANCE. B NLET ENGINEERING and UR N s vEr G EROSION CONTROL PLA GRAPHIC SCAL N FOR E
5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION 319 CHAPANOKE ROAD SUITE 106 Sao o ~ goo zoo 40o RALEIGH, NC 27603 „ „ L
d ~ -,oc-TR~~ pA(1T~(`TI(lAI CGNIrG 100
6. INS TALL AUUI IIUNAL tKU51UN GUN I KUL UtVIGtS (51L 1 htNGt, ' "J i ' TEL. [phone] FAX [phone] f SUBDI V/510N
DIVERSION DITCHES, CHECK DAM, ETC.) m LIMITS OF DISTURBANCE ~ww DATE: 08-17-05 SURVEYED BY HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION. ( IN FEET) PB-SUNSET
8. INSTALL GRAVEL DONUTS AND ENERGY DISSIPATORS AS NEEDED. am LEVEL SPREADER i inch ¦ ioo ft SCALE 1y=100 DRAWN BY BLM WAKE COUNTY A. B. PERRY
SCALE. 1 50' DWG. NO.
REM PB-SUNSETJ i ~~S' ZONED: R_10 P.I.N. 0750.04-82-2422

4
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY MARY
1 IMPS # #1 IMPACT TO BETTER CONFORM TO FIELD CONDITIONS.
LINEAR FEET OF STREAM 135 LF
STREAM IMPACT. AREA 270 SF, 0,01 Ac.
D MPACT AREA 2 724 SF 0.06 Ac. ALL WORK AND MATERIALS SHALL CONFORM TO WETLAND I ,
ER AREA ZONE 1 4692 SF THE STANDARDS AND SPECIFICATIONS OF THE ® INTERIOR BUFF ( ) ACTOR TOWN OF HOLLY SPRINGS. THE CONTR
EXTERIOR BUFFER AREA (ZONE 2) 2,668 SF TANDARDS SHALL OBTAIN A COPY OF THESE S
CI2 CI3 PRIOR TO CONSTRUCTION.
.10+4. L-4 1 , L . A.1 + 1.8 L-4 1 . . TBOC ¦ 440.4A' TBOC ¦ 440.01'
INY. IN ¦ 438.70 INV. IN ¦ 438.00' INV. OUT ¦ 438,80' INV. WT ¦ 435.80' C-3
PI STA. 15+85.31 L-1 STORM SEWER -PIPE CHART
SEE SHEET 9 FOR o = 20'25' 1 0 VERT INVE T pI~IPATOR DESIGN PIPE TYPE DRAIN 025 LENGTH SL PE IN ~I SIZE AAA CFS FEET !t IN OU LE~h{ Wi~ D50 LINING
' -4 R = 300.23'
L T = 54.08' CI 1 ~ ~ P(J q - A 15;RCP 0.41 1,92 36 0.g3 437.0 436,7 B 1S RCP 0.54 2.81 28 1.79 438.5 438,0
+ +.44L- L-107.01' ¦ H1.18 TBOC TBOC ¦ 437.58' C 15"RCP 0.88 3,30 32 8.13 435.8 433,20 D 15~RCP 0.70 3.50 172 6.40 433.0 422,0
INV. WT ¦ 437.00' 1 INV. IN ¦ 433.20 CI 5 INV. WT ¦ 433.00' E 15 RCP 1.13 5,28 24 1.25 421.8 421.5 F 18"RCP 1.37 6.74 140 2.38 421.3 418.0 8.0 4,0 6" 18" CLASS B
SA.13+ .0 - 1, L. q7 CL INTX, STA. 11 89.88 L-1 „ „ TBOC ¦ 428.11 SEE SHEET 10 FOR G 15"RCP 1.01 4,22 24 0.83 414.7 414.5 L-,j H 15"RCP 1.17 5,18 40 1.25 414.3 413.8
( STA. 10 0 L-4 8X4 TEE INV. IN ¦ 422.00' ~R~ ~~B+18.87 L-1 1 . ~ ¦ 417.84' /8 CKING INV. OUT ¦ 421.80' INV. OUT ¦ 414.70' G 12 , I 18"RCP 1,56 7,93 36 10.0 413;6 410.0 8,0 4,0 6" 18" CLASS B
I 0 ~P A. + .08 L-1 1 . L . Jr 1 PUBLIC R W J 15"RCP 0.69 1.92 78 282 418.0 413.8 TBOC ¦ 425.70' , K 15"RCP 0.30 1.67 84 4.52 42D.0 416,2
I ~ ,,11~ 12 X TEE INV. IN 408.8 ~ ~ - U 0 ING WITH HEADWALLPIPE A CL INT%. STA. 17+88.A0 L- ~ INV. OU1 ¦ 421.00 L_ Cl INT%. STA. 20+55.89 L-1 L 15"RCP 0.18 0.89 36 2.22 421.0 420,2
i Q ~ BBL ~ I D STA. 10+00 L- H ro 12 0o m ~ w WETLAND /H~,D I AC7 0 ~ 1 ~ I ~ IMP CT STA. 11+42 L-3 g M 15"RCP 0.28 1.15 24 2.08 432.0 431,5 O N 15"RCP 0.52 1.38 30 9.33 431.3 428.5
5 ~ G ~ W „ 0 15"RCP .0.10 0.69 24 1.25 421.0 420.7
~,1 1` ro 1 00 4 GE Q ,10 , P 15"RCP 0.39 2.37 150 7.0 420.5 410.0 8"X8° TEE 0 15~RCP 0.49 3.05 90 7.33 409.8 403.2
5 ~ s3'4e'2 ~ „ 17 00 P, Q 33 MH I „ 9 MH 8 00 19 00 20 00 H BLOCKING R 15"RCP 0.82 4.77 80 8.0 403.0 398.2
83'42'1 3 83.42,1 9 Q S 18 RCP 1,53 8.15 38 1.39 398.0 397.5 T 15MRCP 0.68 2.90 78 4.34 400.8 397.5 U 15 RCP 0.88 3.90 100 7.0 408.0 401.0
~ ~ V 24"RCP 2.79 11.9 28 1.15 397.3 397.0
FI NT E - W 24;RCP 3.04 13.2 40 7,0 398.8 394.0 % 15"RCP 0.67 2.64 98 0,51 394,5 394.0
~ ~ + ~ ~ N to ~ M ~ ~ 8 q Fl RAT ^t -FIRE H~pR CI 1 Y 24"RCP 3.77 18.4 34 0,59 393.8 393.8 _ Z 30 RCP 3.95 19.4 100 3,40 393.4 390.0 20.0 8.0 13~ 24~ CLASS 1
AS EM ~ ASSEMBLY TBOC ¦ 424,34' AA 48;RCP 22.1 81.2 60 1.90 408.8 407.5 31.0 12.0 13 24 CLASS 1 I V. IN ¦ 420.20 BB 24"RCP 3.52 17.3 40 7.5 36.0 433.0
•~e ~ A.1 t L-1 1. R. D d I V. T¦ 410. N ~ r TBOC 418.17 N WITH E.S. INV. IN ¦ 421.50' 3 IMPACT q N ~ 5 4328 432.6 INV. OUT ¦ 420.00 CC 24 RCP 3.78 17.9 40 0, „ DD 30"RCP 4,91 25.8 30 D,87 432.4 432.2 " "
L ILIPAC ? NV. WT ¦ 407.I1~ EE INV. WT ¦ 421.30' NTH HE S A.18+5 .1 L- 1 . S~/EE'~' I, ~P , >L~ 8 TEE SEE SHEET 10 FOR 4, 26.0 50 0.80 4320 431.7 20.0 8.0 13 24 CLASS 1 E SyE X EE 30 RCP 95 ~ 9 F W BLOCKING L-3
2 1~j~ ? TBOC ¦ 417.91 -2 I G PR~UtK ~ ~ INV. IN ¦ 413.80' , ,,11 ~ ~ '2 ~R ~ , NOTE; PIPE F,I,Z,AA AND EE SHALL HAVE F.E.S. AT OUTLETS ~'Jr ~ PUBLIC RAW PIPES CALCULATED BY RATIONAL METHOD
V 1 n ~ INV. OUT ¦ 413.80' ~ ~C) Q ~ ISSIPATOR UBL/C ~ ~ g o ~ q 1a 1,Q R PI STA. 10+92.71 L-1 ~ PAD „ _ PUBLIC Tc ¦ 5 MIN. CI 10 R n ¦ OA13
I ~ 0 = 412514 ~ ~ TBOC • 41sse S A.1 + .83 L-1 1 . . TBOC ¦ 419.98'
G n~1 ' ~ INV. IN ¦ 418.20' i, 7 '0 1111V R = 200.00 ~-2 INV. WT ¦ 418.00' ~ ' ~-4 Of INV. IN ¦ 418.20 INY. OUT ¦ 418.00'
P v , ~ INY. WT ¦ 418. + Q T = 75.61 1MTH F.E.S. ~
~ ~ L = 144.59' P! STA. 13±2163 L-1 ~ P/ STA. 18±71 ~4 L-1 y 0 = 07'50 48 ~ = 12'35 28 R = 300.00 R = 300.00
i T = 20.57 0' NEUSE RIVER RIPARIAN BUFF R T = 33.10' 10
'I L = 41.08' MEASURED 50 FROM CREEK L = 65.93 NOTEt
' = K ON BOTH SIDES. ~ r PVI STA 11+69.8 BAN , SEWERUNE WILL BE PLACED AT A MINIMUM OF 18' ABOVE 1FE
n ~ PVl ELEV ¦ 441.00 A.D. _ -8.31 g 4$' PIPE AT 1HE CROSSINQ 1HE SEWERLINE WILL BE DESKiNED
PR~A~ER K = 30.10 PVl STA = 13+00.5 WITH 1HE CON3IRUCTION DRAW
, PVI ELEV = 431.00
m A.D. = 1.64 m ~ M
~ r` K = 30.47 0 L 7 F VIEW PL4N + M o.oo vc
N f
~ ,
N U _ ~ 1
442 ~ W _ _ N
N
440 ~ N ~ 1
~ W ~
438 > N o I~ ~ ~ i
N Of N 36 '
K = .00 436 c ~ i ~ I
~1 ~ 34
434 W \ i
~ 32 i
432 0
\ ~ ~ - - 30 I ~r ~
430 A ~ ~ M1
~ ~ w ~o - 28
428 ~ > r ~ MIN. ~ ARATION
6 r I ' 0 R-~ . _ ~ 426
428 a _ C ' > W N ~
~ + ~ ~ ~ ~ ~ 4 II ~ 424
II 424 + N~ ~ N/ \ti~ I.
a / I ~ J01 422 N ' N
422 u! \ti N 0
SEP AnaN ? z 1 ~ 420
o. i 420 - _ 3--a 1 ~ ~1 / ~ ~ 2
\ p3 I 418
418 U ~ _ ~
II I V= 414.6' i~ ~ - 416
416 IPE GG ~ ~p~P ~p~P
1 I 414
4 - ~ 41
IdWlu yy w. _ _ 412 ;,o ~H CARO
d ~ - LF. SAN. Ate, 412 ,0~+'" s
fOFE 31p f~ 4i0 : Q
N o 0 0 TOP OF H ADWAL I SEAL E J ~
I 410 + ri ri V. _ .0 m ~ 22024 s
I ~ a ~ u PIPE AA ~ ~ 408
408 N ~ I V. OUT ¦ 407.5 o + C' NQINE~ Q~` ,,y~...,,",
_~.Z Z ' a . rr q 406 ryy,Fl ~ a~ NI- ZZ~ 11
406 _ ~ - -
I ~ ENGINEER AND SURVEYOR 404
404 _ ~a MIKE STEWART HERB PROCTOR
~ _ TO OW FOR AQUAl1C FE F ATiC FE PASSA E 402 319 CHAPANOKE ROAD ~ 3/ os
402 A IGH N.C. 27606 R ~E ,
400
400
_ 398
398
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS - 396 AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS.
I _w.. - 396 THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLAN APPROVED BY THE TOWN, FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR
DA7'UJf ELEV BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION
996 00 ~o ~ o N STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. ~ ~ o, M o n n r,~ ~ ~ ~ N ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY
I M M MM rn~ ro Op ~p d~ ^~1? r~ t0 00 M ' ~ ~j Oi O ~ Oi M 00 r r ~ oG m~ o d cv r N ~ ~ M~ M N ON SHEETS OF THESE DRAWINGS.
~ ~ ~ ~ ~ ~ t f~ d~ t~
14+00 15+00 16+00 17+00 +00 20+00 ~ 17+ao 18+00 19 SHEET 8
12+00 13+00 11+00
STEWART-PROCTOR ROADWAY PLANS FOR
I ENGINEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 108
I I i RALEIGH, NC 27603
SUBDIVISION TEL. [phone] FAX [phone]
I
I DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
PB-SUNSET SCALE 1"=50' DRAWN BY BLM WAKE COUNTY A. B. PERRY
DWG. N0.
PB-SUNSET ZONED: R-10 P.I.N. 075 REVISIONS: 0.04-82-2422

_
r
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
PIPES AND EROSION CONTROL DEVICES MAY VARY t
TO BETTER CONFORM TO FIELO CONDITIONS.
s
i
2 TEMPORARY IMPACT ALL WORK AND MATERIALS SHALL CONFORM TO
THE STANDARDS AND SPECIFICATIONS OF THE
TOWN OF HOLLY SPRINGS. THE CONTRACTOR LINEAR FEET of STREAM 20 LF SHALL OBTAIN A COPY OF THESE STANDARDS WETLAND IMPACT AREA 6,160 SF, 0.14 Ac. I
PRIOR TO CONSTRUCTION. ® INTERIOR BUFFER AREA (ZONE 1) 1,203 SF
EXTERIOR BUFFER AREA (ZONE 2) 804 SF
{
J
I
' 00~ NEUSE RIVER RIPARIAN BUFFER 1 MEASURED 50' FROM CREEK j
BANK,ON BOTH SIDES. I
' ? ~ 5P /
N ~ I q
~ ~ a ~ ~ ~ a ~ ~ i ~ \ ~
5 ` P
~ ~ 0 9~ ~ 9~ ~Q~ o Z ~ P ~ 2 ~ o ~ / 5~
E. ~ K 2 ~ ~ 5
0~ ~ ~ F / ~ ~ N ~ ~ EXI ~ STIN EMXISTING
~ ~ 1 R H
N ~ I ~ ~ F ~I= ~ fl v. u I I = X8422.5 F I V. UT= 38 5
~ s ~ ~ 2.0 fs 5 ~ I
1 ONE 2 MH#14 Z 0. S
~N- ~ ZO E 1 I H 16 9 ~ ONE 2 1 M ~ 2 pR ~ 9,y
0 I
i ~ E,~~ t
ENT MH#1 ? , i
1 S ~~5~ ~ SF s S
I ~ qN ~ 1 PROP. s 9N S
" SEWER F F i ~ SAN. q p lye, 0 F
R N ' ~ 0 SAN. SE R F r
EASEMENT tiT N ~
' ~ I
~I 1 S~ I s~ ~
N ~ WTA D ~ C
I C S
S~ r
I s
F
7 ~
TIE INT ` EXISTING
Ho~ a 389.D0
.I=38p 30 ~ V. ~T= 39.54
N VIEW FOR SSL-1 PL4 l I
i
.
,oo , ~
398 -
r I
396 -
l
394 I
- ~
392 -
390 - ~I
~I - -
388 I i `
~oIM ~ i
386 - _ ~co ~y8 i
384 r I I
d° " u _ NQ X130 LF. _ Z J
H~ ~ - 382 - I ~ JB LF, " !A N i
~ 8 P Z ZZ N ~ '
380 ~aF _ E CASE IN oc• ~ C NCRETE ~ O r
+ ~ N
378 - - a
00 M ~ ~ ~ 4 o ~
F ~ ~ 376 o~ o'~ i r
Z~ F~ - ~ ~ Z ~M
374 =a>> ~ II, M ~
_ N ~ ~
Z Z~ f FW-
372 _ - $Z > > 1 Z Z ~ W ,
DATUa! lsLBY o~~ ~N CARS r
370.00 0~'''"E83 I ~ of 10 [
~ o o ao o m m ~ ~ r m Q m ~ - ~ SEAL
r ui cV Oi ri ~i 1G ~ ~ d' d~ ~ ~ 22024 ~
M M M M M M M M ~ M M M M M 's 2i :
%~C~ ~H01 E~~ ~i,~~,y N P~.
n q ~n,Fl L. S'~ ~ "nnm ~
10+00 11+00 12+00 13+00 14+00
I
ENGINEER AND SURVEYOR ~ 3i 05
MIKE STEWART HERB PROCTOR
319 CHAPANOKE ROAD
RALEIGH, N.C. 27606 i
SHEET 70 I
S WART-P OCTOR TE R ROADWAY PLANS FOR
ENGINEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 106 E
RALEIGH, NC 27603
- - - a,o ~~o_,a~~ C6Y o,e ~~a_,~~, SURf11V1S1~N
THIS PRUJECI SHALL tit UUN5IKU'E.It3- AND THE ADOPTED ENGINEERING DESIGN GUNSIKUeIt3• ACCORDANCE WITH THE rULLUNNU FLANS :ERING DESIGN CONSTRUCTION STANDARDS OF HOLLY §PRINGS.
THESE PLANS WERE PREPARED IN CONFOI ARED IN CONFORMA WITH THE APPROVED PRELIMINARY PLAN DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
APPROVED BY THE TOWN. FURTHERMORE BELOW THIS CERTIFIES THAT THE TOWN b FURTHERMORE THE N ER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET AT THE TOWN bF HOLLY GS ENGINEERING DESIGN AND CONSTRUCTION
SCALE. 1 50 (HORIZONTAL) STANDARDS HAVE BEEN THOROUGHLY RE1 }IOROUGHLY REVIEWED FOR CABILITY TO THIS PARTICULAR PROJECT. SCALE 1 -50 DRAWN BY BLM WAKE COUNTY A. B PERRY i
' ANY PROPOSED EXCEPTIONS OR DEVIATIOI 1 = 5 (VERTICAL) ON SHEETS OF THESE DRAWINGS. NS OR DEVIATIONS FROM THE S. ARDS ARE LISTED SPECIFICALLY DWG. NO. i DRAWINGS. PB-SUNSET
REVISIONS: ZONED: R-10 P.I.N. 0750.04-82-2422

II
it
I
I
i
~i
I
0
~~O Sq~~nr
q SITE
so 0
n N
v ~Q4• y
Z QP~~
~ ~O~ F
l O
I
VICINITY MAP (no scale)
I i
~ BAR OL.I ~l A
I
OPME~IT L.L.C.
S~00 ROCK ~~RViC~ STATION ROAD W ROAD
RALEIGH NORTH CAROLINA 27603 27603
11UPACT SUMMARY T~MPORAI~Y IMi 'OI~Al~Y IMPACT SUMMAF'Y 4li(~ 1 ~ 7oi~5
F ~ F (MPA T TYP F .MPACT TYPE t LfNEAR t, C E TYPE Ft' LINEAR Ft.
LOCATION CH AND WL CH ONLY LOCATION CH ~ ~ (CH AND WL) (CH ONLY) ~~~Sµ~s r~~'ATEk BF.P1M,H
1 CH 270 135 Z CH 4 2~
1 JW 2724 - 2 JW 6
1 NB Z1 4692 - 2 NB 211.
Z2 2668 - Z2 8 B ZzB~ _ ~ 05 ~r?A
TOTAL DUFFER IMPACT 7360 - TOTAL BUFFER (MPACT 2 ER IMPACT 2067
TOTAL ACREAGE TO BE DEVELOPED 21.04 Ac.
r TOTAL NUMBER OF LOTS 46
MMARY TOTAL IMPACT SU OPfN SPACE 5.50 Ac.
IMPACT TYPE Ft~ LINEAR Ft. TEAR FL AREA IN STREETS 2.91 Ac.
1 ONLY) LfNFAR FEET IN S7REET5 2536
LOCATION CH AND WL CH ONLY)
1 CH 310 155 755 AV€RAGE LOT SIZE 11,960 sf PROPOSED ZONING R-10
2 JW 8$$4 - 3 NB 215$95 - MlN1MUM LOT D!M£NSIONS LOT WIDTH: 7d
Z2 3472 - LOT DEPTH: 700'
TOTAL BUFFER IMPACT 9367 -
GENERAL F~ROJEC~` NbT~S
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SP~CI~ICATIONS 0~ FIE TOWN OF HOLLY SPRINGS.
CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
CONSTRUCTION OF THE PROJECT.
-
CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
aPar~o~€ Roaa 319 C~ THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
RALEIGH NC 27603
A~6 i~MPORARY AN~.PERMANENT €ROSION CONTROL MEASURES
II Tn non ~~n ~©cc rnv n1n '1~n 1GG1
ICL. yIJ /ZJIOJ,J FMA ~1~ i i~ Ivul SHALL BE IN ACCORDANCE WITH THE lowty Uh NULIT arKirvUZ) ae.uinncrv i
NOTE: AND EROSION CONTROL ORDINANCE.
PROJECTED SEWER USE
46 LOTS X 3 BEDROOMS X 120 GPD/BEDROOM =16,560 GPD
i
i

ii
~I
I ~,I
I
I
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
~1 IMP PIPES AND EROSION CONTRO! DEd'ICES MAY VARY ~1 IMPACT TO BE'1TER CONFORM TO FTEtD CONDITIONS.
LINEAR FEET OF ST1iEA~# ~ 135 LF
STREAM IMPACT RREA 270 Sf, O.Ot Ac.
. AL-L WORK AND MATERIALS SHAL-£ CONFORM TO WETLAND IMPACT AREA 2,724 SF, Os08 Ac. TH£ STANDARDS AND SPECIFfCATfONS OF THE
INTERIOR BUFFER AREA (ZONE 1) 4,x92 SF TOWN OF HOLLY SPRfNGS. THE CONTRACTOR
EXTERIOR BUFFER AREA (ZONE 2) 2,668 SF PY OF THESE STANDARDS SHALL 08TAIN A CO
a +4. - A.1 1 7: f3. RT. TBOG =440.49' 1>OC • PRIOR TO CONSTRUCTION.
V. NI -436.70' Y. Ni -438.00'
. WT •436.50' INV. OUT -435.80' C-3
P! STA. 15+85.31 L-1 STOtiM SEMiER - MPE CHART dSS1PATOR DE9GN
SEE SHEET 9 FOR v =20'23'17" PIPE TYPE DRAIN Q25 LENGTH SLOPE INVERT INVERT 39~' 512E AREA CFS FEET •x IN out u~+cn+ rrlon+ oso LMiINO
L-4 R = 300.23' p A.11+ 40 L-1 1 L. l' PUBLIC T= 54.08' Ac f7 Fi
.1900 -444.173' A.1 +11.44 L-4 13. lT. L = 107.01' A 15'RCP 0.41 1.92 8 ~ 79 467.5 4'38.0 8 15 RCP 0.54 2.61
Y. WT -437.00' T80C - 437.58' C 15~RCP 0.66 3.30 32 8.13 435.8 433.20 4 1b R4:P 0.70 3.50 172 6.40 433',0 4220
V. 91 ¦ 433.20' f INV. OUT -433.00' p f E 15 R(2' 1.13 5.26 24 1.25 421.8 421.5 f 18`RCP 1.37 6.74 140 236 421.3 418.0 8.0 4.0 6' 18' CLASS 8
a Mrx STA, ti 69.x6 L-4 s A. L-} L. q 'i STA. L-4 8")(4' 1800 426.17' 1~ ~ At +1 . L-1 1 l . SEE SHFE7 10 FOR G 15'RCP 1.01 4.22 24 0.83 414.7 414.5 ~_3 N 15`RCP 1.17 5.18 40 1.25 414.3 413.8
IN . 42200' ~RERUCK h Y. OUT - 421.80' / T80C =417.64' V ~ ~ ~ .OUT - 414.70' Ct 2 1 18"ftCP 1.Sb 7.93 36 10.0 413.b 470.0 $.0 4.0 6' 18' CLASS 8
F ~ ~ - ~ 12 X T€E ~ STA.1 .06 L-i 1 l . 51 PUBLIC RfW J T5'RCP 0.69' 1.92 76 2.82 416.0 413.8. s 4~~' K 15"RCP 0.30 1.b7 84 4.52 420.0 416.2
~ NG INV. 94 -406.6' W/BL - - - INY. OUT ~ 421.00' INTX. STA. 20+b5.89 L-i L 15'RCP 0.16 0.89 36 2.22 42t.0 420.2
~ ! N4TII NEAOwA{LPIPE a INtx. STk 47+66.90 Ir IvEH f2 w wEfl.i<NO ACT STk 10+00 L- G~ ~ 1 0o PIP - w 0 I ~ STA. 11#2 l-3 g ~ M 15'RCP 0.28 1.15 24 2.08 432.0 431.5 N 15'RCP 0.52 1.36 3D 9.33 431.3 428.5
~ ~ ti` m v 0 15"RCP 0.10 0.69 24 1.25 421.0 420.7
~ d ~ S.S. 700 5 ~ ~ lu'4u P 15'RCP 0.39 237 150 7.0 420.5 410.0 8"X8' TEE Q 15+Rt3' fl.49 3.05 90 7.33 409.8 403.2
n ao MH 1 MH 1 S.S. ao H LOCKING R 15 RCP 0.82 4.n eD _ 6.0 403.0 398.2 g ~ S 18'RC? 1.53 &15 36 1.39 398.0 397.5 83'4T1 Q
3 7 t5;RCP 0.68 2.90 76 4.34 400.8 397.5 - U 15 RCP 0.88 3.90 100 7.0 408.0 401.0
T ~ FlS~kHl81.Y N + w V 24"RCP 279 11.9 26 1.15 397.3 397.0 W 24 RCP 3.04 13.2 40 7.0 396.8 394.0
~ ' a ~ e ~ 'v N \a X 15 RCP 0.67 2.64 98 0.51 394.5 394.0
Y / CI 1 Y 24"RCP 3.n 16.4 34 0.59 393.8 393.6 a A.1 L-1 2 30'RCP 3.95 19.4 100 3.40 393.4 390.0 2Q0 8.0 13; 24, CLASS 1
f ASSEid Y e STA.4 .70 l-f 13:5 RT. q • 410.0( - 1800 = 426.17 IMPACT `y MITH i~ 1800 - 424.34' AA 48;RCP 22.1 81.p 60 1.90 408.6 407.5 320 120 13 2 GIAS 88 24 RCP 3.52 1J.3 40 7.5 436.0 433.0 V. MI ~ 420:20'
L INV. IN = 424.50' p R - v. out • 424.3 ? v. anT • 4ozif EE 420 ~ CC ?4'RCP 3.78 17.9 40 0.5 432.8 432.8 R .HEFT 1O FaR o0 30"RCP 4.91 25.8 30 0.87 4324 4322 EE Xe TEE EE 3E?•RCP 4.95 2s.fl 50 o.sfl 432.0 431.7 20.0 B.o 13' 24' CLASS 1
F P IM1N + . - SHEET ~ ~ T80C - 447.91' - S~iE~ 9 _2 FOR w/BI.OCKINC L-3 NOTE: PIPE F,i,z,AA ANO EE SHALL NAYE F.E.S. AT OUTLETS
t./ ~ ~ - 44380• 2 ~ 1 - ~ ~ v. IN , Rl n o V. OU1 • 413.60' ~ 7D ~ ~ 51 ' PUBIC RjW PIPES CALCULATED eY RATIONAL METHOD PUb~IC ro - 5 MIN.
QR ISSIPATOR + UBCI g P! STA. 10+92.77 L-1 ~ o ~ ~ 'F ~ ~ ~ PAD ~ o R - _ O:flf3
i ~ = 412514 f * A.t + L- pR ~ ~ - 419:9a ~ A ` ~0 R = 240.00 ~ . 9i - x8.20' A.1 + L- 1 . 419:gE'
I'~ Q C-2 INV. OUT ¦ 418.00' ~ ~ -4 ' ` T =75.61 C Y. OUT - 446.1 . pi ~ 418.20' Y. WT ~ 41R.OQ
~ L = 144.59' PI STA. 13#21.63 L~1 F'E~ ~ ~ 1~1 STA. 16+71.34 L-1 - ~ ~ r I p b - QT50 46 D 12'35 28
R =300.00' ~ R =300.00'
T = 20.57' 100' NEUSE RIVER RIPARIAN BUFF R i t T = 3J f0'
L = 41.08' MEASURED 50' FROM CREEK L = 65.93' °a~, ~ PVI STA = tt+89. BANK OFI BOTH SiDf5: ~ NOTE:
N ' n c3 PVI ELEV = 441.00 SEWERLINE WILt BE PLACED AT A MINIMUM OF 18" ABOVE THE
+ ~ A.D. _ -6.31 0 48" PIPE AT TILE CROSSING. THE SEWERLINE 1MLL BE DEgGNED WITH THE CONSTRUC110N DRAWINGS.
K = 3E} t0 W ~ PVi STA = 43+00.
~ ~ PYf ELEV = 431.00
h K =30:47
m ~ PLAN ui~w Fo ~ ~ + 50.00 vc
N ~ r
4 i
U 442 ~ - w ~o I es s M
_ ~ 1
440 .S
N a 4. ~ ~ ~ lil F W
438 ~ i~
g + n 436 ^ ~ ~ K ,00
U
434 ~
W
~ ' 432 2
0 _ ~ m
430 + ~ 0 Q ( ~
A d' J•
t 428 ~ 28
n a + ANN: ~ ARATION
I \ h 426 t ~ 26
00 I ' t0 > W ~ ~ 1.
424 + N~ !p tN u 24 w I, ~ ,
N r; A~1G ~ ~ 2G05
~ ~ . 8 ,p w 422 ~ - ~ ~ ~ " Joy c°. 422 Zvi ~ DENR -WATER QI;ALiT'f
~ WETLANDS ANQ ST6RMWATER BRANCH ~tbN
zz i .N . 420
4 0 » 0 SEP AAON a 2 - a 1 Q N
a a3 i r ~ ~ ~ N W ? 418
418 - U r 2Z >
+ t V= 414.6' 416
416 IP _ 1 EGG ~
N 414
414 f z f
. t'i j LF. SAN. AN. 412
412
N ° o o TOP OF ADWA 410
410 ,a4 ~i '
~ ~ 3 PIPE AA • N 408
408 ~ m N ~ Y. OUT 401.5. + ~~a +
~ ale ~ ~ 406
406 ~ 7... Z z zz~
404 ENGINEER AND SURVEYOR
404 c MIKE STEWART/HERB PROCTOR
TO LLOW FOR AQUATIC IFE ATIC IFE PASSA E 402 319 CHAPANOKE ROAD
ao2 RALEIGH, N.C. 27606
400
400
398
398
THIS RRO,~CT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLAY RINGS.
396 396 AND THE ADOPTED ENgNEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLL THESE P NS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELIMINARY PLANP R
DATUY V APPRO BY THE TOWN. FURTHERMQR THE ENGINEER WHOSE SEAL AND SIGNATURE AP EA ON BELOW THIS CERTIFIES THAT THE TOWN HOLLY SPRINGS ENgNEERING DESIgJ AND CONSTRUCTI
995 00 STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT.
~ n ° N iA ,4, a0 ~ ~n ~ rn h ~ n ~ , rn• h N ~ ~ . ° ~ ~ ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ~ c o t; o' N' a ~ o N N N a n • cv ON SHEETS OF THESE DRAWINGS.
t a t d ~ ~ Q~ d~ mod. ? dd ~ ~ ~ as as as as as as
I ~i
I
11+00 12+00 13+00 14100 t5+00 t6+00 t7+00 t7+oo 1a+oo T9+oo 20+0o SHEET 8
i i ROADWAY PLAN5 FOR STEWART-PROCTOR
ENGINEERING Ond SURVEYING

319 CHAPANOKE ROAD SUITE 106
i r"hrvI-iLt wt vv r vrr L RALEIGH, NC 276W I SUBDIVISION
TEL. [phone] FAX [phone]
DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
ALE 1"=50' DRAWN BY BLM PB-SUNSET WAKE COUNTY A. B. PERRY SC . DWG. NO.
PB-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422
REVISIONS:

_ _ _ _ _ _ _ II
i
~i
AGE STORAGE BASIN SIZE WEIR NTS CUSTOM DRAINAGE STOR
1~ VEL SPREAQER ~ IRED PROVIDED W x L x D L€NGTH READER BASIN AREA (Ac.} R€~ + r ~ ~ s~
CUSTOM BASIN DRAINAGE AREA C 110 FLUSH Q FACTOR LENGTH LE 2295 CF 2448 CF 18x34 x5 10 1 ~ ~ CB #1 1.26 ~ ~ 10~
OI~~TNOtr1f 55' t 1.3 AC. 0.45 7.2 4.2t CFS 13 1 7 6fi7 GF 667 CF 10 x20,x5~ , R CB ~2 0.3 x44 x5 10
2 0.4 AC. 0.45 7.2 1.30 CFS 13 , 2.0 AC. 0.45 7.2 6.50 CFS 13 85, 1.95 3531 CF 38x2 CF 2 ~ , CB ~3 CF 1104 CF 12 x23 x5 10~
0.6 AC. 0.45 7.2 1.94 CFS 13 28, CL ® CB 4 0.55 999 ~ ~ ~ 10 POINT O,g .1447 CF 1624 CF 14~x29~x5~ ,
2.t AC. 0.45- 7.2 6.80 CFS 13 8g, , 1.1 AC. 0.45 7.2 3.58 CFS 13 47 , _ CB 5 4 CF 2048 CF 16x32 x5 10,
- ~ 0.45 7.2 t3.3 CFS t3 173 ? ~7 4.1 AC. ~.s~sc - Cg 1.06 192 ~ , . • 9.oc TYPICAL CROSS SECTIbN FOR 7442 CF 7800 CF 30,x6 x~ 10, e + n C$ 4,1
1 ~ e - s es~ec 363 CF 450 CF 10,x15 x4, 10, ~ . s sec CB 0'2 14x29 x5 10 4,8 1452 CF 1624 CF
1 ~ ~ ~ / CB 9
~ i ~
~ ~ ,--i / ,
~ y/
t' / . M p ~ i
~ 1 ~ ti ~ ,
~ 5 ~P
~ i / 5 ~
Mki ~ ~ 1 PR AD
N/f 'I ~ ¦1j~ ~ C ~~t~ h~1
4 ~ Q.8.9B6 1,~' f ~ ~ f
a~T f / ~ ''77 NE 2
/ ~
RIVER , ~ ; r
~ BONE 1 ~ „PROP. ~i....... • M o CREEK ~ E
• ~ ~ R DR _ 1
1 _ / ONE 1 * ~ aaof.
~ A ~ ~ ~ N ~ I ~
/ ~ ~ 0 AN. R / ~ / ~ ?
ONE ASEMENT f f r' ~ ~ ~ , , / /
_ , ~ ~ a.w. 1 ~c. 599 • ~ I • IQ PIEJ ~ ~
nu. 1 j • 0
` ~ r 1 r
~ ~ • S • B = 0
t C~ 0 APE U ~'r r L wnc~
~ • ~ W ~ ~ i w i 1PE A ;
• 2 ~ N N ~ ~l < < R ~ ~ E MP CT
~ ~ O E ~ L L
23 r ~ ~ r A ~ ~ ~ ~ '0 ~ 4 ~ R DE
n r i ~ , ~ ~ 1 ~ i 1 Q ~ ~ ~ ~ r
N/F ~ ~
IfE ~ 965 PQ 1 ~ ~ t
R-30 2 ~f ~ ` ~
SCALE: 1 = 50 rn ~ rn dt
POND d1 - r ~ ~ - - r o ,
ACT PACE 2 TEMPORARY IMP OPEN S 11
~ 218,235 s .ft. 6 L 31
of STREAM 2n ~ 1 1 q uNEAR FEET AREA s t6D SF, D.u Aa ' 5.01 acres WETLAND BIPACT M~ ~ AD
~ TERIOR BUFFER AR£A {zoNE t) 1.203 SF ~ Y / ` N ~
EzTERioR OFFER AREA (mNE ~ 804 5f' a?~ 1 1 1 ~
R~sloo+n
~ 4 O i V
~ ~ ~ 1 1 EUSf RIVER RIPA N U i A~1RE0 50' ~ „ ,
~ ~ SCALE: 1 = 50
~ ~ ~
~I f I 1 ? ~ i i IMPACT
~~1 Y B ibe4 ~ ~ ? tas~ AR FEET OF STREAM' 135 Lf ti
o IMPACT AREA 270 o.~ A~. 5
¦ ~ ¦ ,t i ~1111ND IMPACI AREA 2,724 SF, 0.06 Aa L~
i w ~ ( r NIERIOR BUFFER AREA (ZONE I) 4892 SF
~ + i ~ i i CB r ~ v ®p(1~OR et1FFER AREA (ZAIE 2) 2,88Q Sf D
~ 6 t 1 ?/j ~ i f 5
? ?y~~ n E 16 33 _ o AU
?t~ 1~ROx ~ 1 ~ ? aas ' T ~~Ap OS
? ~ IOIIEBr R-3D ~ - DFa~ - yr~ NOTE: THE ~~~ANC7S1'rh ;.4~ily
/ ? . ~ ~ ~ I gEtNERLINE WILL ~ PLACED AT A MNiIMUM OF 18' A80VE OEM ~Ek a~1NC
~ 0 - • o - ~ u - 0 N SPA DE~a~m y 48• PIPE AT THE CROS581C. TkIE SEINERWNE 21 , 35 sq.ft.
1~ 1 tMtH tHE coNStRUCnoN DRAwnvcs. 5.0 acres
? ~
VEL 3 ~ , ? r • E N~ ~ »
~ 14 f , ~ 8 PR DER ~ MANGiNI ~ _ , 7 w NQTES
_ e.. 1985 ».1664 (i . R-JO ONSTRUCTED TO NORTH CAROLINA 1 5 x50 x GR VE -ALL STREETS WILL BE PUBLIC AND C
- t ~ - ~ t• ir+ _ ~ _ 4 tt ~ ~ ONSTRU T10N F TRANSPORTATION STANDARD5 DEPARTMENT fl
S 'A ~ ~ IRAN ROVIDED BY THE TOWN OF HOLLY SPRING. ~ WATER WILL WILL BE P
~ PROVIDED DY T01WN ~ HOLLY SPRING. g, -SANITARY SEWER WILE BE
NJF _ N~ ~ ~ 5 S EROSION CONTROL MEASURES WILL- BE ~ 5 - AL-L TOWN OF HOLLY SPRING
B M. 1965 363 ~ IONED' JO 01 N MPLIED WITH DURING CONSTRUCTION n ~ 2 CO PLIED WITH
na. N~ FOOD HAZARD REGULATIONS WILL BE COM n N ALL FEDERAL L z r 4
3 DURING CONSTRUCTION RNMENT APPROWALS SHALL BE SUBMITTED Z -ALL STATE AND LOCAL~GOVE
B.M. 19 Z 201ER AL VISION OFFICE B€FOR€ FINAL PLAT APPROVAL -c TO TH€ SUBDI
~ _ ROM WAKE COUNTY TOPOGRAPHY MAPS AND 1 TOPO TAKEN F KEOFFS.
s ~ XTFNSIVELY FOR DESIGN OR RUANTITY TA 4 ~ SHOULD~NOT BE USE E
r~ ~ N^t sD' e _ 25, _ - CONTflOR IN'I~RVAL IS 2'
SCALE: 1 = 50 > OP UE BU PQ. - MENTS SHALL BE PROVIDED FOR ALL AREA sA>roul e.?r . _ -DRAINAGE EASE
B.M. 1999 PQ 666 Pa eee R" - ~ 4 LOTS AND SHALL BE SHOWN ON THE (n 4 ACRES flR ~ESOO+ DRAINING
i ~ GS AND ON THE FINAL PLAT, AFTI=R CONSTRUCTION DRAWIN
TERMINED AND HAVE BEEN FIELD VERIFIED SUCH AREAS CAN BE DE
i i - CE NOT DESIGNATED AS UTILITY AREAS - PERMANENT COMMON OPEN SPA
i THEIR NATURAL STATE AND DESIGNATED AS SHALL BE KEPT iN - NATION OF NATURAL AND WOODED AREAS.
i i AREAS FOR THE CONSER VAL IS REQUIRED BEFORE CONSTRUC110N
- CONSTRUCTION DRAWING APPRO
- ON THIS PROJECT MAY BEGIN ~ _ TREES AND STREET LIGHTING WILL 8E FIELD- LOCATION OF STREET
~ ,1' COORDINATED TO ELIMINATE CONFLIGT
. IPPED WITH APRESSURE-REDUCER VALVE tRUCTED n~ ACC~20AN(~ IMTH THE FOLLOWING PLANS -WATER SERVICE SHALL BE EQU
V THIS PROJECT SHALL BE CONS E~GN AND CONSTRUCTION STANDAROS OF HOLLY SPRINGS. { OF TI1E METER AND THE ADOPTED ENGINEERING D ARY PLAN QI~ T}{E I~RIVATE S DE
LEGEND • PR AD Try wERE~REpARED_IN CONFORMANCE WIT1:i_Tf1E APPROHED ~~NATURE APPEAR DONE BY CP&L PRO BY THE TOWN. FURIHERM THE. ENGINEER. WHOSE. SEAL. AND SIG - UGHTiNG PGRN TO BE
TowN HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION WILL BE RECOMMENDED AT THE RATE eElow THIs cERnFIES THAT THE Is pART1cuLAR PROJECT. -FEE-IN-LIEU OF LAND DEDICATION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO TH AuY
~-STORM SEVhER PIPE E)'ECEPTICINS OR DEVIATIONS FROM THE sTANOARDS ARE LISTED SPECIFIC OF X74.00 PER LOT. PONSIBILITY ANY PROPOSED _ N SPACE AND POND SHALL BE THE RES
~ DITCH DIVERSION oN sHEETS of THESE ORawlNCS. MAINTENANCE OF OPE
DEVELOPER OF THE HOME OWNER ASSOCIATION. ESTIMATED IMPERVIOUS CA<cuunanrs _ HAVE A 25' RADIUS ALONG THE R.O.W. - PERRY DEVELOPMENT ALL STREET INTX. SHALL
_ SE UENCE -sr- SILT FENCE CONSTRUG110N ac. IN R/w a I•~ Ac. HAVE A 30' RADIUS ALONG THE E.O.P.
(N GOADING PERMIT FROM T.O.H.S. 1. OBTA RAVEL CONSTRUCTION ENTRANCE . 4.z2 Ac. 600 ROCK SERVICE STATION ROA -ALL STREET INTX. SHALL Ac. IN Lots 5
NgNEERING DEPARTMENT. ~ E (BASED ON 1000 ~ PER La>7 RALEIGH, N.C. 27603 SHEET 4 AC, OPEN SPAC€ - c
' ~ Z. CONTACT TOWN OF HOLLY SPRINGS TOTAL IMPERIAOU5 • 6.09 AC.
ENVIRONMENTAL INSPECTOR .FORA GRAVEL DONUT WARY DRAINAGE AND PRELIM STEWART-PROCTOR R
PRE-CONSTRUCTION MEETING... NbIT10NS TbPOGRAPHIC, UTILITIES, ECT.) VERIFY ALL EXISTING CO ( N N CONTROL PLAN FO ERO510 ENGINEERING altid SURVEYING
OR REQUIRED. B CUSTOM BAS1 4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED, GRAPHIC SCALE Raao 1os -
CONTACT T.©.H.S. FOR RN INSP€CT1ON B CURB INLET 319 CHAPANOKE NG s~so3 BQlI~ISION RA~GH, SU
A~~.~.~ ~ FL`~'F1EiPAT'~ n~ rntUPIIANF;€. .a, R rt ~ 100 ~ ~ x. n,n ~~e_~~S C3Y Q14 77Q4-4861
' fCG 71:7 !/~-IV./H .nr. v.v
5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION TREE PROTECTION FENCE JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA GATE: 08-17-05 SURVEYED BY -S -UNSET
6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, DIVERSION DITCHES, CHECK DAM, ETC.) LIMITS OF DISTURBANCE IN FEET SCALE i- "-100 DRAWN BY BLM PB WAKE COUNTY A. B. PERRY
7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION ~ i inch - 100 M DWG. NO.
LEVEL SPREADER 8. INSTALL GRAVEL DONUTS AND ENERGY' DiSSIPATORS AS NEEDED. PB-SUNSET ZONED: R-10 P.I.N. 0750.04-52-2422 S.
xqq HIYU VOI/1119 n 1naxIto 1'- REVISION
SCALE: 1 = 50

y---
it
LOCATION QUANTITY AND PLACEMENT OF DRAINAGE
PJPES AND EROSION CONTROL DEVJCES MAY VARY
TO BETTER CONFORM TO FIELD CONDITIONS.
A ONFORM TO RARY IMPACT ALL WORK AND MATERIALS SH LL C 2 TEMPO
THE STANDARDS AND. SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS. THE CONTRACTOR uNEAR FEET of STREAM 20 LF
SHALL OBTAIN A COPY OF THESE STANDARDS WETLAND IMPACT AREA 6,160 SF, 0.14 Ac.
PRIOR Tb CONSTRUCTION.
~ iNTERiOR BUFFER AREA (ZONE f) 1,203 SF EXTERIOR BUFFER AREA (ZONE 2) 804 SF
' R RIPARIAN BUFFER 100 NEUSE RIVE
MEASURED 50 FROM CREEK
BANK,ON BOTH SIDES.
~ y~.
~ ~ 0 ~ '
~ ~ p, ~
rl ~ ° 9 9~ ~
~ o \ q ~ ~ ~ ~ Qre ~ o
i s~ / ~ k 2 ~
p• ~ ~ ~ ~ / o ~ ~ \ ~ EXI,
t. EXISTING
~ ~P~' ~P~!" NV. _ 42
~ ~ ~V. E.S~ • f 1 ~ ,t~, ~V. = 5 OUT 3$ .05
`'o MH 14 ~ ZONE. 2 D.
~ O 1 ZO E 1 I MH~16 . ~ 9,L
BONE 2 ~ PRa' N
?d.
~ S S,~ s Sq
O SF q~ M . SF
~ I PROP. ' S ~ "SAN. SEWER Fq F •
O r N f 0 SAN. SE R Mr R
AA ~ ~ EASEMENT 1v
S~'` \ S,n
1y ~ T D
's ~ o
S,~
TIE INT EXiST1NG
H ~~'a o
INV. I = 38 3p ~ T= X9.54
VI W FOR SSL -1 PLAN E INV. U
400 _
398
3
394 D a 1~ 1 ~r' ,
~
392 Allfj 1 i3 ?005
390 WETUw Nk ` WAYCi; ~t ai.11Y D~ u1~ s7n~r~wa~~ ~anwcy
h
388
fp Ji4 N, ~
3B6 .cn o 3 rn roo ?
+aM~m -
384 n Qr p f
07~J ? X130 LF. ~11P:• J N fA
382 _ LF. e' J r
Z ZZ N ~ O
380 ~a~ - - E CASE IN C CRETE N ao' n
Oi ~N ~O
378. r K1 M ~ n r ~ H N
~ ~ Wes. ~
376 ~ Zo r> ~~MOi 1N1~M
a tp J Z J au°„° ~ N
374 _ _ ~d ~W 8~
~W?O
372 NO~~ WF2Z
DdTUY FJ.d'Y 870.00
t o ~o ao o ~o m ~o r n r N N a ~ ~ ~ ~ ado ago n ~ ~
~ ~j ~ M M M M M M ~ ~ ~ M ~ M
{1t00 12+00 13+00 {4+00 10+00
FOR SSL -1 R l VIEW P OFLE
ENGINEER AND SURVEYOR
MIKE STEWART/HERB PROCTOR
319 CHAPANOKE ROAD
RALEIGH, N.C. 27606
SHEET 1D
_ ROADWAY PLANS FOR. STEWART PROCTOR
ENGINEERING and SURVEYING
319.1.1iAt'A14UKt KUAU WIlL IUD
RALEIGH, NC 27603 SUBDfVfSfON
THIS PROJECT SHALL BE CONSTRUCT AND THE ADOPTED ENGINEERING DE. WITH THE- FOLLOWING PLANS TEL [phone] FAX [phone] . GI R CONSTRUCTED DESIGN IN AND D ACCORDANCE CONSTRUCTION STANDARDS OF HOLLY SPRINGS. PGI
THESE PLANS. WERE PREPARED IN 0 PREPARED D IN CONFORMANCE NTH THE APPROVED PRELIMINARY PLAN DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
APPROVED BY THE TOWN. FURTHERN BELOW THIS CERTIFIES THAT THE • TO TOWN. FURTHERMORE, THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR PB-SUNSET A. B. PERRY fS THAT THE-TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND.CONSTRUCTION SCALE 1"=50' DRAWN BY BLM WAKE COUNTY
„ STANDARDS HAVE BEEN THOROUGHL SCALE. 1 = 50 (HORIZONTAL) ANY PROPOSED EXCEPTIONS OR DEN =EN THOROUGHLY REVIEWED FOR APPLICABILITY TO THIS PARTICULAR PROJECT. DWG. NO.
1 " = 5' (VRTlCAt) ON SHEETS OF THESE DRAWINGS, EPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY T HESE DRAWINGS. REVISIONS: PB-SUNSE ZONED. R-10 P.I.N. 0750.04-82-2422

1
CUSTOM BASIN DRAINAGE AREA C 1101 Q FACTOR LENG' FLUSH VEL SPREADER 100" NTS CUSTOM DRAINAGE STORAGE STORAGE BASIN SIZE WEIR 1CTOR LENGTH LE ~ LENGTH
~IJ~N96'R' 1 1.3 AC. 0.45 7.2 4.21 CFS 13 ~ ffi ~o BASIN . AREA (Ac.) REQUIRED PROVIDED W x L x D 13 55' +a`'"'~ a s+ ~iOR ~ I ~ ~ , ,
2 0.4 AC. 0.45 7.2 1.30 CFS 13 13 17 r~ CB #1 1.26 2295 CF 2448 CF 18 x34 x5 10
~3 2.0 AC. 0.45 7.2 6.50 CFS 13 0.6 AC. 0.45 7.2 1.94 CFS 13 13 85' n` ~ ~ 667 CF R 667 CF 10'x20'x5' 10' CB #2 0.37 I, 13 26, CB 3 1.95 3531 CF 3872 CF 22'x44'x5' 10~
. / 5 2.1 AC. 0.45 7.2 6.80 CFS 13 13 89 CL ' GRADE POINT CB 4 0.55 999 CF 1104 CF 12,x23,x5, 10~ 13 47 , P~,~,~ 0.8 1447 CF 1624 CF 14x29 x5 10
/ / ~6 1.1 AC. 0.45 7.2 3.56 CFS 13 / ~7 4.1 AC. 0.45 7.2 13.3 CFS 13 13 173 ~-r~.x CB 5 ,
/ s - 4• n9.oc TYPICAL CROSS SECTION FOR CB 1.06 1924 CF 2048 CF 16 x32 x5 10 #6
i ~ - CB 7 4.1 7442 CF 7800 CF 30, x6~ x~ 10, ° - CB 8 0.2 363 CF 450 CF 10,x15 x4 ~ 10,
Cg g 0.8 1452 CF 1624 CF 14x29 x5 10
~~i / 5
i
1 1 I ~ i i i ~
j i j ,i /
/ /
/ / / 111 I /
~ fflf~ff ry~Ih i N/F
~~~h OLK SULLI LC / ~ ~ D.B. 906 G. 8 4 ~ / / / I ~
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~ ~ ~ ~ i ; r
r / , r. ' - ~ ~ ~
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~ / / / ; ~ l ,
/ ~ ~ / NSF ~ ~ ' i
~ ~ ~ ~ / \ ~ ENCE I C rr~Ih f ~ ` /F •r I / / M. 0 PG. 1 1 ENCE I C ~ ~ ~ i A. D PG. 1 1 / ~ ~ ~
- - - - ~ , J ANNA CURRIN ~ • J ~ ~ / ~ - - ' / ~ + y ~ Z ESIDE R-3L Z ED: R_3 Q4 EsioE L
IAA' B.M. 981 PG. 599 • I Z ~ .r-'---•.,
tf~~ RES .EN11AL ~ ~ 1 • ~ ~ / ~
111 • ' ' PI E J / ~ I
1 i ~ i ? s • ~ $ - QU
i UN T D -
~ ~ ' L D APE U E ~ ~
~ ~ ~ 2 - W i ~ i
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• 23 ~ ~ ~ ~ r
, n / ~ ~ i t
2 N/F ? • i i i , ~ i i ~ O i i i
G NY KEAR ~ B 985 PG. i6 ~ ~ ~ i ~ i ~ / ~ i ~
Z R-30 2 RESID 1 / , ~ i ~
~ / ~ ~ 1 -
I~ ~ ~ POND r, ~ POND
2 TEMPORARY SEWER IMPACT 3 PERMANENT GREENWAY.IMPACT ~ 2 ~ o . d - - _
LINEAR FEET OF STREAM 20 lF LINEAR FEET OF STREAM 10 lF 20, 0 OPEN SPACE 1 IPEN SPACE ~ , , -
WETLAND IMPACT AREA 8,180 SF, 0.14 Aa 10' WIDE MULCH GREENWAY TRAIL 2,960 SF, ? ~ Z18,Z35 sq.ft. 18,235 sq.ft. 11 .
® WETLAND IMPACT AREA N/F ~ 5.01 acres ® INTERIOR BUFFER AREA (ZONE t) 602 SF 0' VADE MULCH GREENWAY TRNL 801 SF, oY REYNOL / ` 5.01 acres ' 931
EXTERIOR BUFFER AREA (ZONE 2) 407 SF ZONE 1 BUFFER IMPACT AREA B.M. i G. 1s ~ ~ 1' 0 WID MULCH GREENWAY TRAIL 397 SF, ZONED: 30 ,
(ZONE 2) BUFFER IMPACT AREA RESIDENn L
a 2 >n 44 1 v
0
~ ~ ~ ,
_ ~ ,
+ 1 ' l 'Ir
EROY REYNO V V J / ~ ~ B.. .1664 ~ ~
/ ~ ZONEP. R- ~ ~ / ~ R L Q1 '"C_ i #1 IMPACT _
. ~ ~ I / , ,vL_ J ~ ti \ ~ LINEAR FEET OF STREAM 135 LF
/ ~h 40 STREAM IMPACT AREA 270 SF, 0.01 Aa
Q WETLAND MIPACT AREA 2,724 SF, 0.06 Ac.
1 ? 6 1 G ® INTERIOR BUFFER AREA (ZONE 1) 4,892 SF
I~ ,?11 j~ 1 ! ' r ~hr 0~~ ~ ~ 16 3 , , ~ 35 EXTERIOR BUFFER AREA (ZONE 2) 2,888 SF 35 ~
nnlf 1 33 , LEROY REYNOLDS ' I ~ 38
664 ' ~ / i ~ ~ ~ i 7- I ZONED: R-30 ~ ~ ~ ~ ~ ~ ~
~ RESIDENT1Al ~ ~ ~ ~ / ~1
?t ~ NOTE: "
• 111 111111 111111 111111 ' I + 0 N SPAC SEWERUNE MALL BE PLACED AT A MINIMUM OF 18 ABOVE THE
1 ~t I I , Y. 1 / ~ 21 , 35 sq.ft. 48" PIPE AT THE CROSSING. THE SEWERUNE WILL BE DESIgJED
+ ~ / ~ ~ ~ ~ ~ B R 3 ~ 5.O acres WITH THE CONSTRUCTION DRAWINGS. B R
"/F 14 2 11 NLIE LEE MANGUM 1 , ~ ~ ~ 8
8..1985 PG. 1664 ' ~ 1 W ` ' " 8 ~ NOTES:
_ / Z ED: R-30 ~ _'Ia RE ENTIAL i
j / S 11 I - ,
r ~
N/F _ PE B ER N/F N/F ER MES LE ANGUM ~ 5
R MC OU L MES LE B 985 P . 3 .M. 1985 G, .M. 1985 G. 383 M ~ \
Z 30 ZONED' R-3 N/F 5 ENn RES ENnp ZONED R-30 ~ tV Z RES ENTIAL M r 4
~ F do NGUM D.M. 1985 PG. 1 ~ 3
ZONED: R- RESID AL z ' ; -
8 S 5'08" 1
.0 F 50' B 25, SEM
N/F JAM NILSON OP UE BUFF
i i TIMOTHY SANDIA B.M 1988 PG. 7 B.M. 1999 PG. 666 INJED: R-2
i i i R-20 RESIDEN L ONED R PA
i i i
i
i i r
i i i i
i i
i i i i ~i
i i ~
i i 1 i
i ~ I I i ~ ~ THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE W1TH THE FOLLOWING PLANS !'4'~,~ ri x
~ 1 r e AND THE ADOPTED ENGINEERING DESIGN AND CONSTRUCTION STANDARDS OF HOLLY SPRINGS. THESE PLANS WERE PREPARED IN CONFORMANCE MATH THE APPROVED PRELIMINARY PLAN
i APPROVED BY THE TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW THIS CERTIFlES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CON:~;TRUC110N
~ ~ i STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILJTY TO THIS PARTICULAR PROJECT.
ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFlCALLY ON SHEETS OF THESE DRAWINGS.
DEVELOPER
CONSTRUCTION SEQUENCE sF ESTIMATED 1MPERVlOUS CALCULATIONS PERRY DEVELOPMENT
1. OBTAIN GRADING PERMIT FROM T.O.H.S. r AC. IN R/W = 1.86 AC.
ENGINEERING DEPARTMENT. AC. IN LOTS = 4.22 AC. 5600 ROCK SERVICE :NATION ROAD (BASED ON 4000 SF PER LOT) RALEIGH, N.C. 27603
' 2. CONTACT TOWN OF HOLLY SPRINGS ENVIRONMENTAL INSPECTOR FOR A AC. OPEN SPACE ~ 0
PRE-CONSTRUCTION MEETING. TOTAL IMPERVIOUS = 6.09 AC.
I TING CONDITIONS TOPOGRAPHIC UTILITIES ECT. 3. VERIFY ALL EX S ( ) PRELIMINP,RY [~Rf~INAGE AND STEWART-PROCTOR
4. INSTALL SEDIMENT BASINS AS SHOWN, NEEDED, OR REQUIRED.YSB ENGINEERING and SURVE!ING ER~SIDN CON IROL.
CONTACT T.O.H.S. FOR AN INSPECTION GRAPHIC SCALE 319 CHAPANOKE ROAD SUIfE "06
~ ~ l AND OBTAIN A CERTIFICATE OF COMPLIANCE 8
JJ 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION TPF 100 0 50 100 200 400 RALEIGH, NG 2/bU.5 SUBDIVISIUN
6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, TEL. [phone] FAX 91J 779-1661
DIVERSION DITCHES, CHECK DAM, ETC.) dam, DATE: 08-17-05 SURVEYED BY SOB HOLLY SPRINGS TOWNSHIP NC)RIH CAROLINA
7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION. IN FEET PB--SUNSET PERRY
8. INSTALL GRAVEL DONUTS AND ENERGY DISSIPATORS AS NEEDED. SCALE =1 DRAWN BY BLM WAKE COUNTY A. B. inch = 100 !t 1 00 I 1 DWG. NO.
PB-SUNSET ZONED: R-10 r'.I.N. 0750.04-82-21 2
R ? EVISIONS:

Z
S a
~'o
O~0
S'~i~,
R SITE
yo
0
D ~~f NG Z ~P~OS ~
~ ~o ~ I.
m
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VICINITY MAP (no scale)
~ os-csZg
Q~c~~ae~~
I
AUG 3 t ?005
r
tMbSiTER OUALIry ~MYAIER ggq,W;N
9
~MENT L.L.C.
5600 ROCK SERVICE STATION ROAD OAD
RALEIGH, NORTH CAROLINA 27603 603
IMPACT SUMMARY TEMPORARY IMPAC 4RY IMPACT SUMMARY
IMPACT TYPE Ft~ LINEAR Ft. IMPACT TYPE Ft2 Ft' LINEAR Ft.
LOCATION (CH AND WL) (CH ONLY) LOCATION (CH AND (CH AND NM1.) (CH ONLY)
1 CH 270 135 2 CH 40 40 20
1 JW 2724 - 2 JW 6160 6160 -
1 NB 214692 - 2 NB 211203 Z1 1203 -
Z2 2668 - Z2 804 Z2 804 -
TOTAL BUFFER IMPACT 7360 - TOTAL BUFFER IMPACT 2007 NPACT 2007 -
70TAL ACREAGE TO Bf DEVELOPED 21.04 Ac.
70TAL NUMBER OF LOTS 46
TOTAL IMPACT SUMMARY OPEN SPACE 5.50 Aa
IMPACT TYPE Ft2 LINEAR Ft. Ft. AREA /N STREETS 2.g~ q~,
LOCATION CH AND WL CH ONLY ILY) LlN£AR FEfT IN SrR£ETS 2536
1 CH 310 155 AVERAGE LOT SIZE 11,960 sf
2 JW 8884 - PROPOSED ZONING R-10
3 NB 215895 - MINIMUM LOT DIMENSIONS LOT WfOTH: 70'
Z2 3472 - LOT DEPTH: 100'
TOTAL BUFFER IMPACT 9367 -
GENERAL PROJECT NOTES
ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS.
20~PpFE~~~~y CONTRACTOR SHALL 08TAIN A COPY OF THE CURRENT STANDARDS AND
4 S~ SPECIFICATIONS OF THE TOWN OF HOLLY SPRINGS TO REFER TO DURING
~4 CONSTRUCTION OF THE PROJECT.
an
~C~,F4'oME~p ~ CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING ABOVE AND BELOW
~a~«. GROUND UTILITIES IN THE AREA PRIOR TO CONSTRUCTION AND COORDINATE
CHAPANOKE ROAD 319 THE RELOCATION OF THESE UTILITIES WITH THE APPROPRIATE AUTHORITIES.
RALEIGH N .27603 .
~ _ ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES
TFI a~ a 77Q-1 R~,S FAX X14 779-1661
Jnr\LL DL IN Hl.1.VRVHIV I.C rvi irl inC IVYVN Ut I'1VLLT JYttINGD DtUIMtNI
NO' NOTE: AND EROSION CONTROL ORDINANCE.
P PROJECTED SEWER USE
4 46 LOTS X 3 BEDROOMS X 120 GPD/BEDROOM X16.580 GPD

_ . ,w. _ _ _ _.__.~_T --r
1
1sr CUSTOM BASIN DRAINAGE AREA C 110 FLUSH Q FACTOR LENGTH LEVEL SPREADER ,R N )ER TS CUSTOM DRAINAGE STORAGE STORAGE BASIN SIZE WEIR
~IS,~N91~'yY ,r u~ ~ e. as BASIN AREA (Ac.) REQUIRED PROVIDED W x L x D LENGTH
1 1.3 AC. 0,45 7.2 4.21 CFS 13 55' 2 0.4 AC, 0,45 7.2 1.30 CFS 13 1T I I I~`~ ~ CB #1 1.26 2295 CF 2448 CF 18'x34'x5' 10'
3 2.0 AC. 0,45 7.2 6.50 CFS 13 85' " 0.37 667 CF ' CB 2 667 CF 10 x20 x5 10
4 0.6 AC, 0,45 7.2 1.94 CFS 13 26, 5 2.1 AC. 0,45 7.2 6.80 CFS 13 89 CB 3 1.95 3531 CF ' CL ® 3872 CF 22 x44 x5 10
i 6 1.1 AC. 0,45 7.2 3,56 CFS 13 4T 7 4.1 AC. 0,45 7.2 13,3 CFS 13 173 Pew GRADE POINT CB 4 0.55 999 CF 1104 CF 12'X23'x5' 10'
1 / A • a• sasc CB 5 0.8 1447 CF 1624 CF 14'x29'x5' 10' e • no.oc TYPICAL CROSS SECTION FOR CB 6 1.06 1924 CF 2048 CF 16'x32'x5' 10'
1 / / ~ ~ c • s• B15.oc CB 7 4.1 7442 CF ' o • e• Aec 7800 CF 30, x6~ x~ 10,
V CB 8 0.2 363 CF 450 CF 10 x15 x4 10 ` CB 9 0.8 1452 CF 1624 CF 14'x29'x5' 10'
/ / 1
~ / , ~ Q / / / O E INT
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/ K
I ~ ~ OF ZONE 1 ~ PROP. ~ n MH 0 ' ELISE RIVER FF % ~ ~~r ~
' ~ C~ ~ / rr• ~ M ED 5 FR CREEK / ~ 1? ? .Z~NE 1 ~ r ~
QNE1 i ~ ~A~ / R i I ~ ~ ~ ~ ~
~ ILA U` / ONE 1 / 1 ~ ?1•I. I ~ R
~ ~ MPAC / ~ 0 SAN. R , ~ I
/ ZONE ~ + 1,~ ASEMENT , ~ EN.E I \ ONE O 0 ~ A pl ; N ~ ~ ( PACT
Qw 1 ~
/ ~ Mr ANNA CURRIN ~ r ? ~ ~ - / ? z ED: A- - - ~ B.M, 81 PC. 599 ? ~ ? y ESID L
: A-ZO ~ I E Ire • ~R nAL ' ~ ~ t
~ / J ~ R B ~ O PI J
1 ~ ~ ~ Z 0
11 / / 0?? D APE U . ~
/ D y / ? 2 p W
N 'r ~i~ 1111 ~ ~ `N I NAPA T ACT ~ IPE A
23 s ~ ~ 4 " C V ~ E
g g ~ ~ a; ~ ~ ~ '0 R A R ~ ~
I • 2 N~ ~ i o R
G Y KEAR ~ C8 ~ . -p
98S PG. 18 ~ Z . R-JO 2
SCALE: 1 = 5O REST
~ r~ POND V/
TEMPORA Y IMPACT o. d • -
20, o / - ~ OPEN SPACE ~ E
LINEAR FEET OF STREAM 20 LF / c II 218,235 sq.ft. WETLAND IMPACT AREA 8,180 SF, 0.14 Ac. ~ 11
N/F 5.01 acres I ® INTERIOR BUFFER AREA (ZONE 1) 1,203 Sf oY REYN v 31
~ 11 EXTERIOR BUFFER AREA (ZONE 2) 804 SF B.M. 16 zaNta I AD
RESIDEN I ~
N 2 II ~ ~ 44 O I i
I 1 0 ELISE RIVER RlPA N UFF fit'
I M ASURED 50' FR EE ,
~ , / i BANK,ON BO DES. ~ I
I i j A SCALE: 1 = 50
ROY REYN ~ 1 ~ B. ~zONLO: A- 1~4 J i
/ ~ ~ I 1 IMPACT
/ ~ j ONE / o I LINEAR FEET OF STREAM' 135 LF
/ ???1 w ~ \ / t ~ STREAM IMPACT AREA 270 SF, 0.01 Ac.
C] WETLAND IMPACT AREA 2,724 SF, 0.06 Ac.
~ g ~ CB 5 ~ G I ®INTERIOR BUFFER AREA (ZONE 1) 4,692 SF
? N 1~ ~ 16 3 ~ I ~ ~~111~~ ~ 33 r 5 EXTERIOR BUFFER AREA (ZONE 2) 2,688 SF
uB~1r 3 3
I 6~ ~ - ,„x,
• REI~IIAL ~ V ~
R rr AN AN NOTE: `
vJ ~ ~+1~ M 111 1111 11111 LMI ~ 1 ~ OF S RB CE 0 N SPAC SENERUNE WILL BE PLACED AT A MINIMUM OF 18" ABOVE THE
1 ~ 21 35 sq.ft. 48' PIPE AT THE CROSSING. THE SEWERUNE WILL BE DESIGNED
5.0 acres wrnl THE coNSTRUCnoN DRAWINGS.
N/F 3 2 I I I r ~ r~ NUE LEE MANQM 14 11 I I I ~ J •
~yl c B.. 1985 PG. 1164 1 1\ i 8 LJ • I NOTES.
~ ~l/ RE ~ ilAl 6 Q~ 1
~ 1i 5 x50 x GR VE -ALL STREETS WILL BE PU I BL C AND CONSTRUCTED TO NORTH CAROLINA
O~ ry Q ~o ONSTRU TION DEPARTMENT OF TRANSPORTATION STANDARDS 7o NTRANC
- WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRING.
N/F - PE B ER N~ 5 R MC OU L S ANGUM ~ ~ 5 -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRING.
B 985 P . 3 .M. 1985 383 ~ ~ Z 0 ZONE? -JO N - ALL TOWN OF HOLLY SPRINGS EROSION N R CO T OL MEASURES WILL BE
N/F S ENT1 nAL ~ #25 FR ~ GUM ro 4 2 COMPLIED WITH DURING CONSTRUCTION 4 _
CB 6 B.M. 1985 PG. ^ ~ 3 ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
ZONED: R- 2 RESID AL DURING CONSTRUCTION _ _ ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ,
_ - TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
SO 05' SO 0 1 M , • - ~ f 508 ,0 TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
i SCALE; 1 = 50 SHOULD NOT BE USE EXT N 5o a 2s, SEM E SIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
NSF JAM JAM WILSON OP UE BUFF -CONTOUR INTERVAL IS 2' B,M 988 PG. J
nMOTHY SANDIA B,M B.M. 1999 PG. 888 RE; °NED' R' ~ -DRAINAGE EASEMENTS SHALL RESIDEN - ~ BE PROVIDED FOR ALL AREAS
~ ONED: R-20 ~ R n / DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT AFTER
i SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED i
i - PERMANENT COMMON OPEN SPACE N T E IGNA UTI IT A A Q D S TED AS L Y RE S
I SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
I I I AR AS FO T ON R A E R HE C SE V TION OF NATURAL AND WOODED AREAS. i
- CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
ON THIS PROJECT MAY BEGIN i
~ ` I -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-
~ v TH COORDINATED TO ELIMINATE CONFLICT ' THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLAN _ _
PRA LEGEND AN AND THE ADOPTED ENGINEERING DESIGN AND CONSIRUCTION~ STANDARDS OF HOLLY RINGS. WATER SERVICE SHALL BE EQUIPPED WITH A PRESSURE REDUCER VALVE THESE PLANS WERE PREPARED IN CONFORMANCE WITH THE APPROVED PRELNr191ARY PLAN ON THE PRIVATE SIDE OF THE METER
~ urwwu~4a AP PIS ~a?`~ q BE APPROVED BY THE TOWN. FURTHERMORE THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR
~ STORM SEWER PIPE 4N CARP sT ~ ~i BELOW THIS CERTIFIES THAT THE TOWN bF HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION -LIGHTING PLAN TO BE DONE BY CPBCL r STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR APPLICABILITY TO 1HIS PARTICULAR PROJECT. -FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
0~ ESIIO 4' AN ? - ~ of 9 DIVERSION DITCH e- oN ANY PROPOSED EXCEPTIONS OR DEVIATIONS FROM THE STANDARDS ARE LISTED SPECIFICALLY ON SHEETS OF THESE DRAWINGS. OF X874.00 PER LOT.
Q - MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY
SEAL. - ~STRUCTION SEQUEN -sF- SILT FENCE 4 ! ~ ~ DEVELOPER OF TH H A ESTIMATED IMPERVIOUS CALCULATIONS E OME OWNER SSOCIATION.
1. OBTAIN GRADING PERMIT FROM T.O.H.S. PERRY DEVELOPMENT Ac. IN R/W -1.es AC. -ALL STREET INTX. SHALL HAVE A 25 RADIUS ALONG THE R.O.W.
ENGINEERING DEPARTMEN GRAVEL CONSTRUCTION ENTRANCE •4p No1N~~ P~.~ Ac. IN LOTS = 4.22 AC. 5600 ROCK SERVICE STATION ROAD _ ' ALL STREET INTX. SHALL HAVE A 30 RADIUS ALONG THE E.O.P.
' 2. CONTACT TOWN OF HOLLY SPRINGS ti qFL L.8'~ ENVIRONMENTAL INSPECTOR FORA ~ (BASED ON 4000 SF PER LOT) RALEIGH N.C. 27603 ~ AC. OPEN SPACE a 0
PRE-CONSTRUCTION MEETING. GRAVEL DONUT TOTAL IMPERVIOUS ~ 6.09 AC. SHEET 4
3. VERIFY ALL EXISTING CONDITIONS (TOPOGRAPHIC, UTILITIES, ECT.) PR LI I AR RAI A
4, INSTALL SEDIMENT BASINS AS SHOWN, NEEDED, OR REQUIRED. B CUSTOM BASIN TEWART PROCTOR E M N Y D N GE AND S ENGINEERING and SURVEYING
CONTACT T.O.H.S. FOR AN INSPECTION 3 ~ ~ 8 CURB INLET ~ EROSION CONTROL PLAN FOR GRAPHIC SCALE
AND OBTAIN A CERTIFlCATE OF COMPLIANCE. 319 CHAPANOKE ROAD SUITE 106
n 5. BEGIN TO CLEAR AND GRUB AREA FOR ALL STREET CONSTRUCTION T~~~ ,,,,,,T~„T,,,,, rr~inr tao o ~ o eso ~ ~ RALEIGH, NC 27603
-Nr IRCC rRV ACV ~IVIV ~UVIrC 6. INSTALL ADDITIONAL EROSION CONTROL DEVICES (SILT FENCE, TEL [phone] FAX 919 Mi-lbbl JvaurIL7/V/y
DIVERSION DITCHES, CHECK DAM, ETC.) . LIMITS OF DISTURBANCE DATE: 08-17-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
N 7. BEGIN ROADWAY GRADING AND STORM DRAINAGE CONSTRUCTION. IN FEET PB-SUNSET
8. INSTALL GRAVEL DONUTS AND ENERGY DISSIPATORS AS NEEDED. w LEVEL SPREADER = 100 SCALE 1"=100' DRAWN BY BLM WAKE COUNTY A. B. PERRY 1 inch it DWG. N0.
I
SCALE: 1 = 50 REVISIONS: PB-SUNSET ZONED: R-10 P.I.N. 0750.04-82-2422